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HomeMy WebLinkAboutLWR MUSCATINE RD RECONSTRUCTION (KIRKWOOD-1ST AVE)2009LWR MUSCATINE RD RECONSTRUCTION PROJECT (KIRKWOOD TO 1ST AVE)/2009 - /R Ir 3Z ejcecu �a E flw C : „ ,j� �?(J a. Tts� a n . Q Ntem er,T o� a bc+to4erL C� t'o��, Zr�rrN�¢ 8U'iranrnCr�-Y�1,�, _LACI, �� ✓'!1'LK�T� I tcGnfi i.s�— �E'�iec�. (R'rX;,>ood 4v�_"v �_—Li_�1e•.!_ _. 1■ .{p. ^� !! ewe (✓� 1_ PIA r% lFt,& J;e +rirar,:r,e of AOr: r 3 �: a ,anq�ivr,•.-. o^T. C.0_rc rac Q_ _ES-%�_ a _ of cost`�Or 44, Lo" r Mvsca�-ria ►10c,4- 9ocony-�r,,4,o, Proj2E /�- �Et O� SR.G� �l a.�'.�.rt. t.�_+'�c�. �q C,� ji.�,a. 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'."1`=�.�.e�/'�7�II.F.... �?.� I.-*�tG�T�'�.4SS`T �.7�__ T!`tj.ae� � if��? Cl Prepared by: Sarah Okerlund, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5149 RESOLUTION NO. 09-345 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AN AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND FOTH INFRASTRUCTURE AND ENVIRONMENT, LLC TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO 11T AVE). WHEREAS, the City of Iowa City desires to reconstruct Lower Muscatine Road; and WHEREAS, this project will include new pavement, sidewalk, storm sewer, sanitary sewer and watermain; and WHEREAS, the City desires the services of a consulting firm to prepare preliminary and final design for construction of the Lower Muscatine Road Reconstruction Project; and WHEREAS, the City of Iowa City has negotiated an Agreement for said consulting services with Foth Infrastructure and Environment, LLC, to provide said services, and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Foth Infrastructure and Environment, LLC. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Consultant's Agreement attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement. Passed and approved this 2„d day of p ngfresM uswtine+e nstud. doc __ ����17 City Attorney's Office Resolution No. 09-345 Page 2 It was moved by Hayek and seconded by Wilburn the Resolution be adopted, and upon roll call there were: AYES: wpdata/glossary/resolution-ic.doc NAYS: ABSENT: Bailey Champion Correia Hayek O'Donnell Wilburn Wright I,7 CONSULTANT AGREEMENT THIS AGREEMENT, made and entered into this J day of NaJem6. ✓ , 2009 'by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Foth Infrastructure and Environment, LLC. , of Cedar Rapids , hereinafter referred to as the Consultant. WHEREAS, the City desires to secure the services of the Consultant to provide engineering services related to the proposed reconstruction of Lower Muscatine Road from Kirkwood Avenue to 1"Avenue, approx. 4,100 LF in length.; WHEREAS, the final design services to be provided shall include horizontal and vertical alignment refinement, storm water analysis, utility design (storm sewer, water main, sanitary sewer, lighting, and traffic signalization), roadway geometries, and general plan preparation. The total length of the proposed project is approximately 4,100 LF. NOW THEREFORE, it is agreed by and between the parties hereto that the City does now contract with the Consultant to provide services as set forth herein. SCOPE OF SERVICES Consultant agrees to perform the engineering services for the City, and to do so in a timely and satisfactory manner. Services provided under this agreement shall be as further described in Aftachmenf A, attached and incorporated herein. The City agrees to provide the information stated in Aftachmenf D, attached and incorporated herein. II. TIME OF COMPLETION The Consultant shall complete all phases of the Project in accordance with the schedule shown, assuming notice to proceed is issued by the City on or before November 2nd, 2009. The schedule of the work to be performed shall conform to the Schedule set forth in Attachment B, attached and incorporated herein. Any deviations from the Schedule shall be approved by the authorized City representative. Ill. GENERAL TERMS A. The Consultant shall not commit any of the following employment practices and agrees to prohibit the following practices in any subcontracts. To discharge or refuse to hire any individual because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. 2. To discriminate against any individual in terms, conditions, or privileges of employment because of their race, color, religion, sex, national origin, disability, age, marital status, gender identity, or sexual orientation. B. Should the City terminate this Agreement, the Consultant shall be paid for all work and services performed up to the time of termination. However, such sums shall not be greater than the "Not -to -exceed" amount listed in Section IV. The City may terminate this Agreement upon seven (7) calendar days' written notice to the Consultant. -2- C. This Agreement shall be binding upon the successors and assigns of the parties hereto, provided that no assignment shall be without the written consent of all Parties to said Agreement. D. It is understood and agreed that the retention of the Consultant by the City for the purpose of the Project shall be as an independent contractor and shall be exclusive, but the Consultant shall have the right to employ such assistance as may be required for the performance of the Project. E. It is agreed by the City that all records and files pertaining to information needed by the Consultant for the project shall be available by said City upon reasonable request to the Consultant. The City agrees to furnish all reasonable assistance in the use of these records and files. F. It is further agreed that no Party to this Agreement shall perform contrary to any state, federal, or local law or any of the ordinances of the City of Iowa City, Iowa. G. At the request of the City, the Consultant shall attend meetings of the City Council relative to the work set forth in this Agreement. Any requests made by the City shall be given with reasonable notice to the Consultant to assure attendance. H. The Consultant agrees to furnish, upon termination of this Agreement and upon demand by the City, copies of all basic notes and sketches, charts, computations, and any other data prepared or obtained by the Consultant pursuant to this Agreement without cost, and without restrictions or limitation as to the use relative to specific projects covered under this Agreement. In such event, the Consultant shall not be liable for the City's use of such documents on other projects. The Consultant agrees to furnish all reports, specifications, and drawings, with the seal of a professional engineer affixed thereto or such seal as required by Iowa law. J. The City agrees to tender the Consultant all fees in a timely manner, excepting, however, that failure of the Consultant to satisfactorily perform in accordance with this Agreement shall constitute grounds for the City to withhold payment of the amount sufficient to properly complete the Project in accordance with this Agreement. K. Should any section of this Agreement be found invalid, it is agreed that the remaining portion shall be deemed severable from the invalid portion and continue in full force and effect. L. Original contract drawings shall become the property of the City. The Consultant shall be allowed to keep mylar reproducible copies for the Consultant's own filing use. M. Fees paid for securing approval of authorities having jurisdiction over the Project will be paid by the City. N. Upon signing this agreement, Consultant acknowledged that Section 362.5 of the Iowa Code prohibits a City officer or employee from having an interest in a contract with the City, and certifies that no employee or officer of the City, which includes members of the City Council and City boards and commissions, has an interest, -3 - either direct or indirect, in this agreement, that does not fall within the exceptions to said statutory provision enumerated in Section 362.5. O. The Consultant agrees at all times material to this Agreement to have and maintain professional liability insurance covering the Consultant's liability for the Consultant's negligent acts, errors and omissions to the City in the sum of $1,000,000. IV. COMPENSATION FOR SERVICES In consideration of the services, work, equipment, supplies, or materials provided herein, the City agrees to pay the Consultant the following HOURLY NOT -TO -EXCEED FEE (Unit Cost/Time Charges), including any authorized reimbursable expenses, pursuant to the Schedule of Fees set forth in Attachment C, attached and incorporated herein. TOTAL HOURLY NOT -TO -EXCEED FEE $ 255,000 Consultant shall bill City monthly for services and reimbursable expenses. Payment shall be due and payable within thirty (30) days of City's receipt of invoice. V. MISCELLANEOUS A. All provisions of the Agreement shall be reconciled in accordance with the generally accepted standards of the Engineering Profession. B. It is further agreed that there are no other considerations or monies contingent upon or resulting from the execution of this Agreement, that it is the entire Agreement, and that no other monies or considerations have been solicited. FOR THE CITY 10 Date:��L �,lii✓rte iri .LLL✓ FOR THE CONSULTANT Foth Infrastructure and Environment, LLC By: Title: Senior Project Manager Date: 10 / 2-1 / 2OCI Approved by: City Attorney's Office tl(2I09 Date Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa ATTACHMENT "A" - SCOPE OF SERVICES Lower Muscatine Road Im�lrovements Kirkwood Avenue to 15 Avenue Iowa City, Iowa The work to be performed by the Consultant under this agreement shall encompass and include all detail work, services, materials, equipment and supplies necessary to complete the roadway improvement plans for the project. The proposed project involves engineering design services regarding the reconstruction of Lower Muscatine Road from Kirkwood Avenue to 15t Avenue, approx. 4,100 LF in length. The rinal design services to be provided shall include horizontal and vertical alignment refinement, storm water analysis, utility design (storm sewer, water main, sanitary sewer, lighting, and traffic signalization), roadway geometrics, and general plan preparation. The total length of the project plans for Lower Muscatine Road is approximately 4,100 LF. The scope of services to be performed by the Consultant shall be completed in accordance with generally accepted standards of practice and shall include the services to complete the following tasks: TASK A - Contract Management 1.0 Project Administration 1.1 Project Management The project manager will be responsible for the development and tracking of the project plan for the project development. This includes task identification, staff scheduling and coordination, project communications, monthly progress reporting and invoicing and other important elements of the project. The project duration is assumed to be twelve (12) months. 1.2 Project Development Team Meetings. Maintain communications with the Project Development Team and various other designated representatives. The project development team will include the City of Iowa City Engineering Department and Foth Companies. Meet to review progress and to discuss specific elements of the project design (assume five (5) meetings in Iowa City). The meetings will also serve to establish schedules, develop project goals, establish design parameters, promote a dialog between the various entities, improve the decision-making process, and expedite design development. Prepare minutes of meetings and keep documentation of other communications. For budget purposes, it is assumed that the meetings will be attended by one (1) staff member of the Consultant. The following project meetings are included with the scope of work: Project Review Meetings - four (4) meetings Note: there is one (1) additional meeting included for miscellaneous purposes. 1.3 Public Information The Consultant will conduct one (1) public informational meeting that will be attended by two (2) staff members of the Consultant. The purpose of this meeting will be to present the final project design and anticipated construction schedule to the adjacent property owners and other affected parties. This task includes preparation of the public notification letters, display materials and pertinent hand out information for the meeting. Also includes reviewing the results of the meeting with the Project Development Team. X:\CR\IE\2009\091023\1000 Budget\Contract\sos-102709-ICRdwyDsgn.doc Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa The reserving of the meeting facility and a public notification will be completed by the CITY. 1.4 Individual Property Owner Meetings The Consultant will conduct meetings with individual property owners to address issues of specific concern to adjacent properties. These meetings will be held in concert with the Project Development Team meetings. This will include specific discussions about access issues, changes in circulation, potential right-of-way needs, and other issues related to specific parcels. During the scheduled individual property owner meeting times, the Consultant's project manager will meet with the affected property owner to discuss the specifics of the project as it relates to their property, obtain information regarding any issues the property owner feels is important, and get input regarding their expectations. For budget purposes, it is assumed that the Consultant will conduct one (1) meeting for approximately half of the adjacent properties (estimated a total of 20 meetings) and will be attended by one (1) staff member of the Consultant. 1.5 Utility Coordination Meetings The Consultant will conduct meetings with individual utility companies to address specific conflicts. It is anticipated that there will be two (2) meetings for each utility company. The first will be to advise of the nature and extent of the improvements and any potential conflicts with existing or proposed utility systems, and the second will be preliminary/final design review and coordination meetings. 1.6 Quality Control Plan Establish review and checking procedures for project deliverables. Designate responsibility for implementation of the plan. 1.7 Sub -consultant Management Prepare subcontracts and work orders for Sub -consultants. Monitor Sub -consultant activities. Review invoices and submit to the CITY for payment. Coordinate Sub -consultant activities with Terracon (Geotechnical Investigation). 1.8 Design Coordination w/ Iowa DOT District 6 Local Office The Consultant will conduct individual meetings with the Iowa DOT to coordinate improvements as required by State/federal funding. For budgeting purposes, it is assumed that two (2) meetings will be attended by one (1) staff member of the Consultant. Meeting minutes along with documentation of other communications shall be prepared by the Consultant and included in the project file. TASK B — Survey and Mapping 1.0 Preliminary Design Surveys The Consultant shall perform field and office tasks required to collect supplemental topographic information deemed necessary to complete the project. The specific supplemental survey tasks to be performed include the following: 1.1 Control Surveys- (Task not required) 1.2 Supplemental Topographic Survey The Consultant shall perform minimal topographic surveys required for the development of the project and to supplement the topographic survey as originally performed by Foth Companies. Verification of existing roadway horizontal and vertical locations at proposed mainline, side road and driveway tie-in points shall be included in this item. For budgeting purposes, it is assumed that a one-person survey crew w/ robotic total station shall spend a maximum of 3 days surveying. 1.3 Supplemental Utility Surveys The Consultant shall perform minimal utility surveys required for the development of the project and to supplement the utility survey as original performed by Foth Companies. Verification of existing utilities that were not marked in the original survey shall be included in this item. The Consultant shall X:\CR\IE\20091091023\1000 Budget\Contract\sos-102709-ICRdwyDsgn.doc Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa contact utility owners of record or the 'one call' representative and request that buried utilities be marked in the field. Establish coordinates and elevations (if possible) for utilities that fall within the limits of the project and are visible or have been marked on the ground by the utility owner. For budgeting purposes, it is assumed that a one-person survey crew w/ robotic total station shall spend a maximum of 2 days surveying existing utilities. 1.4 Right -of -Way Surveys- (Task not required) 1.5 Plat Preparation of Acquisition Plats and Legal Descriptions Utilizing the boundary survey and right-of-way retracement plat (as previously performed/developed by Foth Companies) the Consultant shall prepare acquisition plats and legal descriptions as required for the project. For estimating purposes, the following numbers of acquisition plats are assumed for this agreement: Permanent Acquisition Plats — 23 Permanent Utility Easement Plats (for roadway light poles) - 12 Temporary Construction Easement plats — 35 Individual plats and legal descriptions will be prepared for each parcel with permanent and temporary acquisitions. The plats and legal descriptions shall comply with requirements of the Iowa Code and shall be prepared by or under the direct supervision of a duly licensed land surveyor under the laws of the State of Iowa. The plats shall also be completed in accordance with the CITY of Iowa City requirements. This task also consists of staking the easement locations for purposes of right-of-way negotiations. The staking survey includes the marking of key easement location points in order to visualize the locations in the field and shall also include marking of existing property lines locations. For the purpose of this agreement, all permanent and temporary easements will be staked one (1) time. 1.6 Monumentation of Permanent Right -of -Way Acquisitions This task consists of monumentation of the permanent right-of-way acquired as a part of this project, which will be performed upon completion of construction of the proposed improvements. The monumentation shall comply with requirements of the Iowa Code and shall be performed by or under the direct supervision of a duly licensed land surveyor under the laws of the State of Iowa. This task does not include monumentation of any existing right-of-way pins that are disturbed during construction activities. 1.7 Wetland Delineation Survey - (Task not required) 1.8 Drainage Surveys - (Task not required) 1.9 Soil -Boring Location Surveys Perform soil -boring location surveys to establish location and elevation of proposed geotechnical investigations consisting of 15 soil borings. The Sub -Consultant shall field locate boring locations. 1.10 Report of Record Ownership and Liens (Title Searches) The Consultant shall obtain the services from an abstract company for the purpose of determining ownership interest(s) and instruments affecting title of land to be acquired in the name of the City. For land surveying purposes, the abstract company shall deliver a title report for each parcel affected by the project to provide reasonable assurance of property ownership/interests of the real estate. This title report shall identify all mortgages, the last deed and easements of record, real estate tax assessment and payment information, and liens and claims pending in probate or other proceedings. For land acquisition purposes, a report of record ownership and liens will be obtained for 35 parcels in accordance with standard Iowa City requirements. Budget\Contract\sos-102709-ICRdwyDsg n.dcc Toth Infrastructure and Environment Lower Muscatine Road Improvements Project No. 00091023.00 Iowa City, Iowa TASK C — Geotechnical Investigation 1.0 Geotechnical 1.1 Geotechnical Exploration Analyses (Sub -Consultant) The Sub -Consultant, Terracon shall complete geotechnical exploration for the project corridor. These services will be in general accordance with the Iowa DOT's specification for subsurface investigations and design. This task includes completing approximately 15 roadway borings averaging between 10 to 25ft deep, laboratory testing, engineering analysis and a written report. Engineering analysis will include subgrade preparation, settlement analysis, slope stability, culvert foundation design, subsurface drainage, site grading, excavation stability and backfill, and pavement thickness design TASK D — Utility Design 1.0 Sanitary Sewer Included in this task is the design of a new 12" dia. sanitary sewer that will replace the existing deficient line from 1st Avenue to Mall Drive. Also included in this task is the inspection of all other existing manholes within the project corridor and repair/replacement of ones that are damaged or deemed structurally inadequate. The Consultant shall coordinate the sanitary sewer design with the City of Iowa City Wastewater Division. 2.0 Water main This task consists of designing the following water mains: 12" dia. water main from Sycamore St. to Deforest Ave. 8" dia. water main from Sycamore St. to Kirkwood Ave. Replacement of existing 6" water main along Deforest Ave. from Sycamore St to Lower Muscatine Rd. Determining locations of hydrants, valves, water services and other key connections is included in this task. The Consultant shall coordinate the water main design with the City of Iowa City Water Division. TASK E — Roadway Design 1.0 Preliminary Plans Utilizing the preliminary geometries as developed by the City of Iowa City, the Consultant shall provide preliminary plans for Lower Muscatine Road, from Kirkwood Avenue to 1st Avenue. The level of detail for this task shall be in accordance to The Iowa Department of Transportation Federal -Aid Project Development Guide for Local Public Agencies. Upon completion, the design plans will be approximately 45 percent complete. The submittal of preliminary plans shall be completed on or before the date established in the "Critical Path for Project Development" schedule. 1.1 Plan Preparation - Title Sheet and Typical Sections (A and B Sheets) Prepare title and typical section sheets for Lower Muscatine Road and all connecting side roads within the project limits. This task shall also include miscellaneous details such as special paving details, grading details and other required details. 1.2 Plan Preparation — Estimate of Quantities (C Sheets) This task consists of a preliminary determination of the bid items to be included in the project, along with their appropriate tabulations. Budget\Contract\sos-102709-ICRdwyDsgn.doc Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa 1.3 Plan Preparation - Plan and Profile (D and E Sheets) Prepare preliminary plan and profile drawings at a scale of 1"=20' horizontal and 1"=5' vertical. These drawings will show base mapping and proposed roadway alignments. Include slope intercepts, side road intersections, ditch locations, cross drainage, erosion containment, existing and proposed drainage structures (including flow line, drainage area, and topography), existing and proposed right-of-way, easements, and entrance profiles. Intersecting angles and station equation between mainline and side road reference line will also be shown. Profiles will show proposed elevations, grades, vertical curve length and "K" value, elevations for PVC, PVI, and PVT, ditch profiles and ditch elevations. These drawings will also show existing contours and proposed grading information along the corridor. 1.4 Plan Preparation — Right-of-way Sheets (H Sheets) This task consist of the development of right-of-way and easement plan sheets in accordance with the Iowa DOT Right -of -Way Design Manual. The preliminary right-of-way needs for the proposed roadway improvements including permanent and temporary easements for construction purposes, and erosion control features will be determined. Right-of-way features such as existing and proposed right-of-way, access rights, property ownerships and parcel information shall be plotted on these sheets. Right-of-way and easement lines will be shown with station/offset labeling. 1.5 Plan Preparation — Staging and Traffic Control (J Sheets) This task consists of the developing a suitable plan for construction staging and traffic control measures to be implemented during construction. The plan will include provisions for through traffic and temporary access to adjacent properties during construction. The traffic control devices, procedures, and layouts shall be as per the Manual on Uniform Traffic Control Devices (MUTCD). 1.6 Plan Preparation - Pavement Markings and Traffic Signing (K Sheets) This task consists of the development of pavement marking and traffic signing plans to be placed into service following construction. The traffic control devices, procedures, and layouts shall be as per the Manual on Uniform Traffic Control Devices (MUTCD). 1.7 Plan Preparation - Intersections and Mainline Geometrics (L Sheets) Prepare a 1"=20' scale preliminary plan for each intersection and mainline in areas where special pavement transitioning is required to maintain positive drainage. Basic horizontal information shall be presented showing design vehicle turning radii, turning movements, design vehicle turning paths. 1.8 Plan Preparation — Storm Sewer, Water Main and Subdrain (M Sheets) Complete hydrologic and hydraulic investigations will be completed in accordance with Chapter 2 of Iowa Statewide Urban Design Standards for Public Improvements (SUDAS) for proposed storm sewer along mainline and at side roads or in areas where new low points are created due to new roadway geometrics. This task consists of developing a "Storm Water Management Plan" for the areas surrounding the proposed improvements. This plan will inventory the existing hydrologic and hydraulic conditions and analyze the impacts the proposed improvements will have on the area wide drainage patterns. Once the impacts have been quantified alternatives will be developed to support the proposed improvements. Preliminary design and layout of the storm sewer, water main, and subdrain will be included on these sheets. 1.9 Plan Preparation — Traffic Signal Improvement Plans (N Sheets) This task consists of the development of preliminary traffic signal modification plans for two (2) intersections (Lower Muscatine Road & Mall Drive, Lower Muscatine Road & 1't Avenue) and preliminary plans for one (1) new signal installation (Lower Muscatine Road & Sycamore Street) using available design standards of the City and the Manual on Uniform Traffic Control Devices (MUTCD). It is anticipated that the existing equipment (poles & mast arms, signal heads and controller) will be relocated and utilized in the proposed project. XACR\IE\2009\091023\1000 Budget\Contract\sos-102709-ICRdwyDsgn.doc Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa 1.10 Plan Preparation — Roadway Lighting Plans (P Sheets) This task consists includes finalizing the selection of lighting poles and fixture types, design and drawing preparation of a preliminary layout, preparation of photometric analysis and reports, and preliminary electrical design. The Consultant will work closely with the City to ensure that the proposed lighting system is compatible with the overall project design, and that it will meet the needs of the City. 1.11 Plan Preparation — Landscaping Plans (R Sheets) — This task consists of the development of preliminary streetscape plans as determined from the preliminary design phase. Included are the following surface plan items: delineate the location, dimensions of all landscape features such as tree plantings and planting areas. Also includes typical details that show depth, materials and method of installation. 1.12 Plan Preparation — Sanitary Sewer Plan and Profile (S Sheets) Prepare preliminary sanitary sewer plan and profile drawings at a scale of 1"=20' horizontal and 1"=5' vertical. These drawings will illustrate the proposed sanitary sewer alignment, pipe size & slope, manhole locations, existing road right-of-way & property lines, proposed permanent utility easements, existing contours, existing utilities, and all other existing features as located during the topographic survey of the proposed corridor. Plans will also include sanitary sewer manhole repair and or replacements as identified during inspection. 1.13 Plan Preparation - Special Construction Details (U Sheets) This task consists of the design and drafting associated with the preliminary assembly of modified standards and special details. This item also includes design and drafting services necessary for the implementation of a two (2) modular block retaining walls located on Lower Muscatine Road at 1320 Kirkwood Ave and Sycamore Mall Properties. 1.14 Plan Preparation - Cross Sections (W, X, Y, and 2 sheets) Generate preliminary cross sections at 1"=10' horizontal and 1"=5' vertical scale at key locations for Lower Muscatine Road and at all connecting side roads. Cross sections will generally be developed at storm sewer cross -runs, terrain breaks, and at 50' intervals. Include finished grade line elevation and calculated earthwork volumes, indicating estimated earthwork volume for each proposed construction stage. 1.15 Preliminary Opinion of Probable Construction Cost Prepare a preliminary opinion of probable construction cost for the project. Preliminary cost estimates shall be based on representative major project elements and based on recent bid information. Detailed quantity takeoffs will not be developed for the preliminary cost estimate. 1.16 Preliminary Plan Review by Design Team The Consultant shall submit preliminary plans and budget to the City for review and comment. A Field Review will be held by the Project Development Team to discuss key issues and design concepts, including drainage, access control, traffic control/staged construction and right-of-way. The review will determine the completion of the plan design, identify needed adjustments to minimize potential property impacts and confirm the proposed staging plans. Revisions will be noted for preparation of check plans. 2.0 Check Plans The level of detail for this task shall be in accordance to The Iowa Department of Transportation Federal -Aid Project Development Guide for Local Public Agencies. Upon completion, the design plans will be approximately 90 percent complete. The submittal of check plans shall be completed on or before the date established in the "Critical Path for Project Development" schedule. 2.1 Incorporate Comments from Preliminary Plan Review The Consultant will respond to comments resulting from the Iowa DOT Preliminary Plan Review and Field Exam. Recommended modifications will be incorporated into the plan set. Budget\Contract\sos-102709-ICRdwyDsgn.doc Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa 2.2 Check Plan Preparation The Consultant will prepare check plans, which will generally include the following tasks for this project: Title Sheets (A Sheets) - This item consists of finalizing the title sheet. The title sheets will include the following: Index of Sheets, Index of Standard Road Plans, Mileage Summary, Legend, Location Map, Project Number, Letting Date and Design Designation. Typical Sections (B Sheets) - This item consists of final design and drafting of typical cross-sections and standard details to be utilized for the improvements. Estimate of Quantities (C Sheets) - This item consists of final bid items to be included in the Project as well as final quantity tabulations and the development of the general notes and estimate reference information. This item also includes the final design and tabulation of the erosion control measures to be provided on the Project. Plan and Profiles (D and E Sheets) - This item consists of the final design and drafting of roadway plan and profile sheets, including the detail information required for plan approvals, and construction of the proposed roadway improvements including grading limits and necessary storm sewer improvements. Erosion Control Plans IF Sheets) This item consists of design and drafting of the proposed erosion control measures required for the project. Erosion control measures shall include but not limited to items such as silt fencing, wood excelsior mat, filter socks, rock outlet protection, storm sewer inlet protection and sediment traps. This item also includes the incorporation of existing and proposed contours for grading information. Reference Ties and Bench Marks (G Sheets) - This item consists of assembling reference ties to the plan control points and the bench mark data used to develop the plans and to be preserved though out construction of the project. This also includes preserving any Government Corners, which are found in the vicinity of the proposed construction. Right-of-way Sheets (H Sheets) - This item consists of final design and drafting of the right-of-way plans. Staging and Traffic Control (J Sheets) - This item consists of final design and drafting of the construction traffic control plans. Pavement Markinqs and Traffic Signing (K Sheets) — This item consists of final design and drafting of the permanent pavement marking and traffic signing plans. Geometric Staking Details (L Sheets) - This item consists of the final design and drafting of jointing details, spot elevations, and geometric layouts for all non -typical pavement areas. Includes design for entrance modifications. And also includes analyzing the effects proposed improvements will have on drainage, grades and on-site traffic circulation patterns. Storm Sewer and Water Main Profiles and Details (M Sheets) - This item consists of final design and drafting of storm sewers, storm sewer inlets, manholes, open ditches, subdrain, and water main and other related utility features on the project. Traffic Signal Improvement Plans (N Sheets) - This task consists of the final design and drafting of the proposed traffic signal modifications at Lower Muscatine Road & Mall Drive and Lower Muscatine Road & 1 st Avenue intersections. Roadway Lighting Plans (P Sheets) - Show final locations for poles and other equipment on project plan drawings. Indicate orientation of all fixtures, including those to be installed on traffic signal or X:\CRVE\200910910211000 Budget\Contract\sos-102709-ICRdwyDsgn.doc Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa other foreign system poles. Show utility service locations will be required, and identify expected service characteristics. Provide final bills of material and schedule of work units, with construction cost estimates. Landscaping Plans (R Sheets) — This task consists of final design, plan preparation and drafting of streetscape features. Also includes detailed quantity takeoffs, preparation of special provisions, and final cost estimate. Included will be the following surface plan items: Finalize the location, dimensions, elevations of all landscape features such as tree planting areas, planting areas and other features. Provide typical cross-sections through various areas showing the depth, materials, and method of installation to be used. Prepare special details to illustrate the desired intent wherever plans and typical details do not adequately convey the design intent of a particular element. Sanitary Sewer Plan and Profiles (S Sheets) - This item consists of the final design and drafting of sanitary sewer plan and profile sheets and manhole repairsireplacements, including the detail information required for plan approvals, and construction of the proposed improvements. Tabulations of Earthwork Quantities (T Sheets) - This item consists of final design and tabulation of the earthwork quantities. Special Construction Details (U Sheets) - This item consists of the final design and drafting of miscellaneous details not included in the other items. Included are such items as special grading details, special storm sewer or manhole details not included in the standard drawings, special paving details, retaining wall design details and other required details. Design Cross -Sections (W, X. Y. Z Sheets) - This item consists of the final design and drafting of individual cross-sections for the Project. Cross-sections will be designed and drawn at 50 -foot maximum intervals, with additional cross-sections included as necessary. Cross-sections will show the existing ground elevations as well as the final project grading, including foreslope and backslope information, special subgrade treatment, ditches, pavement replacement, and other pertinent information. 2.3 Preparation of Special Provisions The Consultant will prepare special provisions for the project for an additions and/or revisions to the standard and supplemental specifications. 2.4 Opinion of Probable Construction Cost Prepare opinion of probable construction cost for the project. Final cost estimates shall be based on representative all project elements and based on recent bid information. Detailed quantity takeoffs will be developed for the final cost estimate. 3.0 Final Plans The level of detail for this task shall be in accordance to The Iowa Department of Transportation Federal -Aid Project Development Guide for Local Public Agencies. The submittal of final plans shall be completed on or before the date established in the "Critical Path for Project Development' schedule. 3.1 Incorporate Comments from Check Plan Review The Consultant will respond to comments resulting from the Iowa DOT Check Plan Review. Recommended modifications will be incorporated into the final plan set. This task also includes final modifications of Special Provisions and the preparation of BIAS 2000 information for the Iowa DOT. XACR\IE\2009\091023\1000 Budget\Contract\sos-102709-ICRdwypsgn.doc Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa 3.2 Opinion of Probable Construction Cost Prepare opinion of probable construction cost for the project. Final cost estimates shall be based on representative all project elements and based on recent bid information. Detailed quantity takeoffs will be developed and for this estimate. 3.3 Project Permitting The Consultant will assist the City in preparing applications for permits from governmental authorities that have jurisdiction to approve the design of the project and participate in consultations with such authorities, as necessary. The Consultant shall prepare the following documents for the project: • Pollution Prevention Plan • NPDES storm water discharge permit • Applicable IDNR Public Water Supply Construction Permits • Applicable IDNR Wastewater Construction Permits Any fees for construction permits, licenses or other costs associated with permits and approvals shall be the responsibility of the City. The Consultant shall provide technical criteria, written descriptions and design data for the City's use in filing the applications for permits. The Consultant shall prepare the permit applications and other documentation. 3.4 Prepare and Submit the Project Development Certification The Consultant shall provide the services required, except for those specifically identified to be performed by the Iowa DOT, to provide the Project Development Certification. This submittal shall be completed on or before the date established in the "Critical Path for Project Development' schedule. TASK F - Bid and Construction Period Services The work tasks to be performed or coordinated by the Consultant during the bid and Construction Period Services shall include the following: 1.0 Plan Clarification and Addenda The bid letting shall be administered by the Iowa DOT. The Consultant shall assist the City and Iowa DOT during the bid periods in answering questions regarding the design intent. The Consultant shall prepare addenda as appropriate to interpret, clarify or expand the bidding documents. Plan clarification information and addenda will be distributed to the project plan holders by the Iowa DOT. Plan interpretation during construction of the project is included in this task. 2.0 Pre -Construction Meeting The Consultant shall attend a preconstruction meeting for the project with contractors, suppliers, utility companies and City staff. It is anticipated that the City will perform construction administration and observation services. TASK G - Project Deliverables The scope of services shall be considered complete upon completion and delivery of the following items to the satisfaction of the City Engineer: Iowa Department of Transportation All project submittals as established in The Iowa Department of Transportation Federal -Aid Project Development Guide for Local Public Agencies, including Preliminary Plans, Check Plans, and Final Plans. Other required information includes BIAS 2000 information file, special provisions, and engineer's opinion of probable construction cost all in PDF format. City of Iowa City • Eight (8) sets of Preliminary Plans (half-size 11"x17"). XACRUM2009\091023\1000 Budget\Contract\.sos-102709-ICRdwyDsgn.doc 9 Foth Infrastructure and Environment Project No. 00091023.00 • Eight (8) sets of Check Plans (half-size 11'x17") Lower Muscatine Road Improvements Iowa City, Iowa • Eight (8) original final review drawings (half-size 11'x17") and special provisions • One (1) original final unbound drawing set and special provisions • Two (2) sets of full size final drawings (22'x34") • Electronic files in AutoCAD format, including design base maps and sheet files ADDITIONAL SERVICES: Additional Services are not included in this Agreement. If authorized under a Supplemental Agreement the Consultant shall furnish or obtain from others the following services: 1.) Traffic counts and traffic projections. 2.) Traffic modeling and analysis. 3.) Right-of-way negotiation and acquisitions. 4.) Right-of-way appraisals. 5.) Cultural resource evaluation (for categorical exclusion determination). 6.) Preparation of environmental evaluation and documentation. 7.) Wetlands Delineation, Permitting and Mitigation. 8.) Eminent domain proceedings. 9.) Relocation assistance. 10.) Right-of-way closing/recording services. 11.) Project Letting Services (Iowa Department of Transportation). 12.) Construction period services (administration, observation, and survey). 13.) Construction testing services. 14.) Review of construction shop drawings. 15.) Record construction drawings. X:\CR\IE\2009\091023\1000 Budget\Contract\sos-102709-ICRdwyDsgn.doc 10 Foth Infrastructure and Environment Project No. 00091023.00 ATTACHMENT"B" - SCHEDULE Lower Muscatine Road Improvements Kirkwood Avenue to 1' Avenue Iowa City, Iowa Lower Muscatine Road Improvements Iowa City, Iowa The Consultant shall complete the following phases of the Project in accordance with the schedule shown, assuming notice to proceed is issued by the City on or before November 2, 2009. Consultant Contract approval Preliminary Plan Submittal Acquisition Plats Check Plan Submittal Property Acquisitions (6 months) Final Plans Project Letting November 2, 2009 March 16, 2010 January 1 -January 31, 2010 May 25, 2010 February 1 thru July 31, 2009 June 22, 2010 September 21, 2010 If notice to proceed is given at a later date, time of completion shall be extended accordingly. X1CR\02009\091023\1000 Budget\Contract\sos-102709-ICRdwyDsgn.doc 11 Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa ATTACHMENT "C" - STANDARD RATES Lower Muscatine Road Improvements Kirkwood Avenue to 1s Avenue Iowa City, Iowa Foth Infrastructure and Environment, L.L.C. 2009 Standard Hourly Rate Schedule CLASSIFICATION HOURLY RATE Project Manager III $137.00 Project Manager II $127.00 Project Manager 1 $117.00 Project Scientist $123.00 Project Engineer III $117.00 Project Engineer 11 $107.00 Project Engineer 1 $97.00 Staff Engineer III $95.00 Staff Engineer II $91.00 Staff Engineer $86.00 Engineering Technician 111 $91.00 Engineering Technician II $87.00 Engineering Technician 1 $79.00 Field Technician 111 $90.00 Field Technician II $80.00 Field Technician 1 $54.00 Land Surveyor $97.00 1 -Person Survey Crew w/ Robotic or GPS $96.00 2 -Person Survey Crew $128.00 2 -Person Survey Crew w/ Robotic or GPS $137.00 Administrative Assistant $58.00 EXPENSES 1. All materials and supplies used in the performance of work on this project will be billed at cost plus 10%. 2. Auto mileage will be reimbursed per the standard mileage reimbursement established by the Internal Revenue Service. Service vehicle mileage will be reimbursed on the basis of $0.72 per mile. 3. Charges for outside services such as soils and materials testing, fiscal, legal will be billed at their invoice cost plus 15%. 4. All other direct expenses will be invoiced at cost plus 10%. ADJUSTMENTS TO FEE SCHEDULE 1. Fee schedule effective January 1, 2009. Rates subject to change upon 30 days' written notice. 000 Budget\Contract\sos-102709-ICRdwyDsgn.doc 12 Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City, Iowa ATTACHMENT rrD" - CITY'S RESPONSIBILITIES Lower Muscatine Road Improvements Kirkwood Avenue to 1' Avenue Iowa City, Iowa The City shall provide the following: 1. Any available AutoCAD formatted preliminary roadway geometrics (plan and profile) for Lower Muscatine Road and connecting side roads. 2. Supplemental topographic survey points (as taken by City of Iowa City). 3. Pertinent Property Owner Correspondence 4. Available record drawings for traffic signals located at Lower Muscatine Road/Mall Drive and Lower Muscatine Road/1st Avenue Intersections. 5. Lower Muscatine Road Traffic Study (as prepared by Shive-Hattery) XACR\02009\091023\1000 Budget\Contract\sos-102709-ICRdwyDsgn.doc 13 Foth Infrastructure and Environment Project No. 00091023.00 Lower Muscatine Road Improvements Iowa City. Iowa ATTACHMENT "E" - INSURANCE CERTIFICATES Lower Muscatine Road Improvements Kirkwood Avenue to 15 Avenue Iowa City, Iowa The pertinent insurance certificates to be submitted upon acceptance of Engineering Proposal. Budget\Contract\sos-1 02709-1 CRdwyDsgn.doc 14 ACO E(MM DD/YY)-', THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PRODUCER Aon Risk Services Central, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Green Bay wi office Ill N. Washington street, suite 300 P. o. sox 23004 Green say WI 54305-3004 HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE PHONE. (920) 437-7123 FAX. (920) 431-6345 COMPANY Continental insurance company A INSURED COMPANY Twin city Fire Insurance company FOTH INFRASTRUCTURE & ENVIRONMENT, LLC B COMPANY C Transportation insurance Co. P o sox 12326 GREEN BAY WI 54307-2326 USA COMPANY D THIS is To CERTIFY THAT THE POLICIES OF NSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS SHOWN ARE AS REQUESTED C4 TYPE OF INSURANCE UBM FOUCYK.M POLICY EFFECTIVE DATE(MIWTIDfYY) POLICY EXPIRATIONLIMITS DATE(MMMDfYV) • GENERAL LABILITY C 2082968608 01/01/09 01/01/10 GENERAL AGGREGATE 52,000,00C COMMERCIAL GENERAL LIABILITY PACKAGE - COKRERCIAL PRODUCTS-COMP)OPAGG 52.000,003 PERSONA" ADV INJURY 51,000,000 --1 CLAjIaS MADE nx OCCUR EACH OCCURRENCE 51-,000,00b OWNERS& CONTRACTORS PROT FIRE DAMAGQAW ow fka) S100,000 MED EXP (AnYow Pump) S10,000 • AvromOBILELIABILFry ANY AUTO C 2082849649 BUSINESS AUTO 01/01/09 01/01/10 COMBINED SINGLE UMT $1,000,000 BODILY INJURY ALL OWNED AUTOS SCHEDULED AUTOS (Pa parson) BODILY INJURY 7 RREDAunos 7 NON OWNED AUTOS (Perecd6enq PROPERTYDAMAGE GARAGE LIABILITY AUTO ONLY -EA ACCIDENT ANY AUTO OTHER THAN AUTO ONLY: EACHACQDeNT AGGREGATE C EXCESS UABIUrrY c 2086948031 01101109 01/01/10 EACH OCCURRENCE Sl,ODO,QOC UMBRELLA FORM umbrella AGGREGATE $1.000,00C Retained I-Init Aawn 520,00C OTHER THAN UMBRELLA FORM B WORKERS COMPENSATION AND 83WBPM384I 01/01/09 01/01/10 x-11WCRY%TNLS1 I FR �1,1]011,000 LIAPLOYERS'LIABIM WORKERS' COMPENSATION ELFACHACCIDENT THE PROPRIETOR/ INCL PARTNERS=09TIVE 0 ELDISFASEPOUCYLUrT 51,000,000 EL DISEASE -EA EMPLOYEE OFFICERSARE; Exa DESCRIPTION OF opERATioNsiLocA-nol4SIVERICLESJSPECLALL ITEMS RE: LOWER MUSCATINE ROAD IMPROVEMENTS PROIECT IOWA CITY, IA. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE THE C17Y OF IOWA CITY EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAL 410 E WASHINGTON STREET 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, IOWA CITY IA 52240 USA BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Or ANY KIND UPON THE COMPANY. ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 09-5—#0170515M. A "kS?F �® CERTIFICATE OF LIABILITY INSURANCE page 1 of 2 �oii%2Do PRODUCER 877-945-7378 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Willie of Wisconsin, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 26 Century Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. Box 305191 Nashville, TN 37230-5191 INSURERS AFFORDING COVERAGE NAIL# INSURED Foth InfrastrUotUre & Environment, LLC 2737 South Ridge Road Suite 900 PO Box 19012 Green Bay, WI 54307-9012 VVYC�VCA THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TR DD' NSR T'PE GF MSURANLE POLICY NUMBER DATE EFF& E pALICM RATION UYna GENERALUABIUTY COMMERCIAL GENERAL LIABILITY EACHG�OEECCTTURRENCE S PRAENISES aaavrerce E MEDEXP(Aywepeman) S CLAIMS MADE ❑OCCUR PERSONAL&ADV INJURY $ GENERAL AGGREGATE S GENT AGGREGATE UMIITAPPLIES PER: PRODUCTS-COMPIOPAGG $ LICY ' PoECT LOC AUTOMOSILSUABRJTY COMBINED SINGLE LIMIT S (Ea arddeaJ ANYAUTO ALLOWNEDAUTOS BODILYINJURY S (Por Parson) SCHEDUIEDAUT05 HIREDAUTOS BODILY INJURY $ (Per aoydmi) NON-OWNEDAUTOS PROPERTYDAMAGE $ (Peva ddaa) GARAGEDABILITY AUTO ONLY -EAACCIDENT S OTHERTHAN EAACC S AUTOONLY: AGG $ ANYAUTO EXCESS I UMBRELLA LIABILITY EACHOOCURRENCE 5 AGGREGATE $ OCCUR FICLAJMSMADE S $ DEDUCTIBLE VWACC TH_ S TORYLIMINTS OER RETENTION 5 WORKERS COMPENSATION E.L.EACHACCIDENT S AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNER/ ECUTIVE❑ E.LDISEASE-EAEMPLOYEE S OFFIC RI lNjR EXCLUDED? (ManftWiIfydesaheunder aa E.L. DISEASE -PODGY LIMIT S SPECIALMOVISIONS A OTHERContractors 4761716 3 1 2009 3/1/2011 $1,000,000 Bach Claim Operations and $1,000,000 Aggregate Professional Services COP DESCRIPTION OF OPERATIONSI LOCATIONS/ VEHICLESIEXCLUSIONSADDED BY ENDORSEMENT/ SPECIAL PROVISIONS RE: Lower Muscatine Road Improvements Project Iowa City, 1A CERTIFICATE HOLDER l,H1Yl,CLLJ\ r I V.� SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LUIBIUTY OF ANY IOND UPON THE INSURER, ITS AGENTS OR REPRESENTATAIES. City of Iowa City AUTHORUBDREPRESENTATNE 410 E. Washington Street Iowa City, 1A 52240 ACORD 25 (2009101) Coll:2837149 Tp1:898491 Cert: l 271903 ©1988-2009 ACORD CORPORATION. All rights reserved. 1 he AOOKu name an0 wgo ale Ieyra.... u ...a. a� ..• ,.....•... Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240;(319)366-5410 RESOLUTION NO. 11-242 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AMENDMENT #1 TO THE NOVEMBER 2, 2009 AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND FOTH INFRASTRUCTURE AND ENVIRONMENT, LLC TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO IST AVE). WHEREAS, the City of Iowa City entered into a contract on November 2, 2009 for consulting services with Foth Infrastructure and Environment, LLC of Cedar Rapids, Iowa, to provide design services for the Lower Muscatine Road Reconstruction Project (Kirkwood Ave. to 1s' Ave.); WHEREAS, the City of Iowa City desires to install roadway litghting, construct additional water main and storm sewer, extend the project limits to 200 feet southeast of 15 Ave., and install fiber optic conduit with said project; and WHEREAS, the City desires the services of Foth Infrastructure and Environment, LLC to prepare preliminary and final design plans and specifications for said facilities; and WHEREAS, the City of Iowa City has negotiated Amendment #1 to the November 2, 2009 Agreement for said consulting services with Foth Infrastructure and Environment, LLC of Cedar Rapids, Iowa, to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Foth Infrastructure and Environment, LLC; and WHEREAS, funds for this project are available in the Lower Muscatine -Kirkwood to First Avenue account #3803. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The Consultant's Agreement Amendment attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement Amendment in duplicate. Passed and approved this 21st day of June 2011. MAYOR App lived by ATTEST: CITY ER� City Attorney's Office (s�/ Pmng/resfi musc reconstrua-amd.doc Resolution No. 11-242 Page 2 It was moved by Mims and seconded by Bailey the Resolution be adopted, and upon roll call there were: AYES: wpdata/glossary/resolution-Ic.doc NAYS: ABSENT: Bailey Champion Dickens Hayek Mims Wilburn Wright CONSULTANT AGREEMENT LOWER MUSCATINE ROAD IMPROVEMENTS AMENDMENT NO. 1 THIS AMENDMENT to the November 2, 2009, CONSULTANT AGREEMENT for the Lower Muscatine Road Improvements Project, by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Foth Infrastructure and Environment, LLC of Cedar Rapids, hereinafter referred to as the Consultant, is made and entered into this 21st of ,Tune , 2011. WHEREAS, the City desires to broaden the scope of services to be performed by the Consultant to accommodate an extension of the project limits to approximately 200' south of 15r Avenue, for a total project length of 4,445 linear feet, and to design additional public utility improvements, as detailed below; and WHEREAS, Consultant is willing to perform these additional services for an increase in their fee and extension of the schedule for completion. NOW THEREFORE, it is agreed by and between the parties hereto that the parties do now agree to the following amendments to the November 2, 2009 Consultant Agreement: Attachment "A"- Scope of Services: a. Task A —Contract Management i. Section 1.2 Project Development Team Meetings: delete "four (4)" project meetings and replace with "eight (8)" project meetings; ii. Section 1.3 Public Information: delete "one (1)" public informational meeting and replace with "two (2)"; iii. Section 1.4 Individual Property Owners Meetings: delete "one (1) meeting for approximately half of the adjacent properties (estimated a total of 20 meetings)" and replace with "five (5) meetings"; iv. Section 1.8 Design Coordination with Iowa DOT District 6 Local Office: delete this section in its entirety and replace with the following: "Consultant will coordinate improvements design with the Iowa DOT through e-mail and telephone correspondence as required by state and federal funding. Meeting minutes along with documentation of other communications shall be prepared by the Consultant and included in the project file." b. Task B — Survey and Mapping, Section 1.5 Plat Preparation of Acquisition Plats and Legal Descriptions: delete "23" permanent acquisition plats and replace with "36" acquisition plats. c. Task D- Utility Design i. Section 2.0 Water main: add "12 -inch dia. Water main along Sycamore Street from Lower Muscatine Road to Deforest Avenue. ii. Add the following: Section 3.0 Storm Sewer. This task consists of designing storm sewer replacement along Sycamore Street from Lower Muscatine Road to Deforest Avenue. d. Task E — Roadway Design i. Section 1.0 Preliminary Plans: delete "15` Avenue" and replace with "200' south of 1 t Avenue' ii. Section 1.5 Plan Preparation — Staging and Traffic Control (J Sheets): Add "This task shall also include the design and plan preparation for temporary traffic signals required for staged construction." ill. Section 1.5 Plan Preparation — Staging and Traffic Control (J Sheets): Add "This task shall include staging and traffic control detailing for multi-year construction, including the use of detour pavement." iv. Section 1.9 Plan Preparation — Traffic Signal Improvements Plans (N Sheets): Delete "traffic signal modification" and replace with "traffic signal replacement"; insert "or salvaged and returned to the City" at the end of the last sentence; add "This task shall also include project coordination, design development, and plan preparation for installing IT conduit, and related facilities, for the City." Section 1.10 Plan Preparation — Roadway Lighting Plans (P Sheets): The following shall be inserted into the beginning of the section: "This task includes the design of a complete roadway lighting system for the project corridor. The roadway lighting system shall be designed such that the system will be owned and maintained by the City." Vi. Section 1.11 Plan Preparation — Landscaping Plans (R Sheets): delete this section in its entirety. vii. Section 1.13 Plan Preparation — Special Construction Details (U Sheets): Delete "a two (2) modular block retaining walls" replace with "four (4) modular block retaining walls, including those". viii. Section 2.3 Preparation of Special Provisions: Add "This task includes the development of a special provision for Kastle Block Wall as needed for the project." II. Attachment B- SCHEDULE: The Project Schedule is hereby amended as follows: Consultant Contract approval Preliminary Plan Submittal Acquisition Plats Check Plan Submittal Property Acquisitions Final Plans Project Letting November 2, 2009 MaFGtiy,a,- 16,''049 July 13, 2010 Jaauary�aFy 34, 2040 June — October 2010 ,"„^ay 25, 2010 January 28, 2011 G h , 1 stir, j ,i„ 34 29N January 2011 -June 2011 une 222, 201 oApril 19, 2011 September 21 on�n October 2011 ��.,T, � moo -*o III. Section IV. COMPENSATION FOR SERVICES In consideration for the above-described change in the Scope of Services, Consultant's total hourly not -to -exceed fee is hereby amended to $353,793. This additional $98,793.00 in fees is summarized below: Task A- Contract Management: $2,900 Task B- Survey and Mapping: $10,877 Task D- Utility Design: $13,912 Task E- Roadway Design: Preliminary Plans- $30,392 Check Plans- $40,712 IV. All other provisions of the November 2, 2009, Consultant Agreement not specifically amended herein shall remain in full force and effect. FOR THE CITY FOR THE CONSULTANT By: Matthew J. Hayek Title: Mayor Date: June 21, 2011 � / /J ATTEST: r�*� 9� • 2C City Jerk Title: sa-"m ti Date: (,oh I I 1 Approved by: City Attorney's Office (1110111 Date ENGINEER'S ESTIMATE March 13, 2012 City Clerk City of Iowa City, Iowa r�®ori► CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX www.icgov.org Re: Lower Muscatine Road Reconstruction Project (Kirkwood Ave. to 1st Ave.) Dear City Clerk: The estimate for this project is $5,649,000. Sincerely, N / /o O N S T Jason R. Havel, P.E. Civil Engineer _.r rn 'm v a - u, 10IowaDepartment of Transportation ,- SPECIAL PROVISIONS For MODULAR BLOCK WALL (HEAVY) JOHNSON COUNTY Project No. STP -U-3715(637}-70-52 Effective Date: June 14, 2011 SP- Page 1 of 7 THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. N � N C"? r M M _: THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP- Page 2 of 7 PART 1 -GENERAL 1.01 DESCRIPTION: A. This work includes furnishing and installing a gravity type modular retaining wall, wall fill, and granular backfill to the lines and grades shown on the plans. Gravity type modular retaining walls are defined as system that typically uses larger precast units without requiring mesh or straps behind the block within the backfill. 1.02 DESIGN. A. WALL DESIGN ENGINEER. The wall design shall be performed by a Professional Engineer licensed in the State of Iowa that prepares and seals the design submittals as defined in this Special Provision. B. MINIMUM DESIGN REQUIREMENTS. Retaining walls shall be designed in accordance with ASTM C 90 or ASTM C1372 and applicable recommendations of the National Concrete Masonry Association (NCMA) Design Manual for Segmental Retaining Walls. The following table summarizes the minimum design criteria and is based upon the structure being critical: External Stabilitv Minimum Factor of Safety Sliding, Fs,, 1.5 Overturning, Fsat 2.0 ci N Bearing Capacity, Fsbl 2.0 Local Stabilitv Minimum Factor of gafetvca r Fs., (Maximum Unreinforced 1.5 -. -, Height) Fs,, (Maximum Unreinforced 2.0 y Height) o Shear Facing Units, Fs., 1.5 Facing Connecting Strength, Fs., 1.5 Global Stability 1.5 C. SUBMITTALS Prior to the beginning of wall construction, the Contractor shall, in accordance with Article 1105.03 of the Standard Specifications, submit for review detailed design calculations including soil bearing pressure, construction drawings, and shop drawings prepared and sealed by the Wall Design Engineer: PART 2 - MATERIALS The wall shall be manufactured by one of the following companies: Redi-Rock International 05481 U.S. 31 South Charlevoix, MI 49720 866-222-8400 Kings Materials Inc 650 12"Ave SW Cedar Rapids, IA 52404 800-332-5298 Stone Strong, LLC 3701 Union Drive, Suite 101 Lincoln, NE 68516 877-501-5625 SP- Page 3 of 7 ES �M m a�- Y N M The supplier of all substantial material components and the Wall Design Engineer shall have demonstrated experience in gravity modular block wall systems for previous projects. 2.01 CONCRETE UNITS Concrete segmental units and cap blocks shall conform to the requirements of ASTM C 1372 except that they shall have a minimum 28 day compressive strength of 5500 psi (40 MPa) for any one individual unit, and 6000 psi (41 MPa) for the average of three units. The 24 hour water absorption rate shall not exceed 5%. The top surface of cap blocks shall be sloped 10:1 from front to back or from a crown at the center. Sampling and testing of block shall conform to ASTM C 140, except that Section 6.2.4 shall be replaced with: The specimens shall be coupons cut from a face shell of each unit and sawn to remove any face shell projections. The coupon size shall have a height to thickness ratio of 2 to 1 before capping and a length to thickness ratio of 4 to 1. The coupon shall be cut from the unit such that the coupon height dimension is in the same direction as the unit height dimension. Compressive testing of full size units shall not be permitted. The compressive strength of the coupon shall be assumed to represent the net area compressive strength of the whole unit. Freeze -thaw durability testing will be required as described in ASTM C 1372 Sections 4.2, 4.2.1, and 7.3. Testing shall be in accordance with ASTM C 1262. Specimens shall meet weight (mass) loss limits for testing in water as required in ASTM C 1372 Section 4.2.1. Specimens shall also be tested in a 3% saline solution and conform with either of the following: The weight (mass) loss of each of five test specimens at the conclusion of 40 rn 0 SP- Page 4 of 7 cycles shall not exceed 1 % of its initial weight (mass); or the weight (mass) loss of four out of five specimens at the conclusion of 50 cycles shall not exceed 1.5% of its initial weight (mass). Testing shall be continued until one of the following occurs 1 The weight (mass) loss each of five test specimens exceeds 2% of its initial weight (mass); or 2 the weight (mass) loss of one of the five test specimens exceeds 2.5% of its initial weight (mass); or 3 the specimens have been tested for at last 100 cycles. Complete durability test reports for water and saline conditions, including the cycle number at which failure occurred, shall be submitted to the Engineer. All units shall be sound and free of cracks or other defects that would interfere with the proper placing of the unit or significantly impair the strength of permanence of the construction. hJ O Modular units dimension shall not differ more than ±"1/16 inch (±1.5 mm). _ 2.02 LEVELING PAD: r-1 The type of materials used for the leveling pad shall be as recommended by-tf$ a supplier/manufacturer. If granular material is recommended for the leveling pad, it'Aall be specific backfill meeting the requirements of Section 4132 of the Standard Specifications. If unreinforced concrete is recommended for the leveling pad, it shall be Class C concrete meeting the requirements of the Materials I.M. 529 and Section 2403 of the Standard Specifications. 2.03 UNIT FILL: If required by the construction drawings, fill of concrete units in place shall be Porous Backfill meeting the requirements of Section 4131 of the Standard Specifications. 2.04 SUBDR4INS: The subdrains shall be a minimum of 6 inches (100 mm) in diameter and meet the requirements of Article 4143.01, B, of the Standard Specifications. Standard Road Plan RF -19C "INTAKE OUTLET' shall be provided and fitted with a Standard Road Plan RF -19E rodent guard 'REMOVABLE GRATE". SP- Page 5 of 7 2.05 BACKFILL: The fill soil material behind the wall shall be Granular Backfill meeting the requirements of Section 4133 of the Standard Specifications. 2.06 CERTIFICATIONS: Contractor shall submit to the Engineer a notarized manufacturer's certification, at least 14 days prior to the preconstruction conference, stating that the modular units meet the requirements of this Special Provision. LJ PART 3 - CONSTRUCTION 3.01 CONSTRUCTION SUPERVISION: w The modular units supplier shall provide a qualified and experienced representative on site at beginning of wall construction for up to 3 days at no additional cost to the Contracting Authority. The Contractor's field construction supervisor shall have demonstrated experience and be qualified to direct all work at the site. 3.02 EXCAVATION: Contractor shall excavate to the lines and grades shown as the reinforced earth zone on the construction drawings. Contractor shall take precautions to minimize over - excavation. Excavation support, if required, shall be designed and at no additional cost to the Contracting Authority. 3.03 FOUNDATION SOIL PREPARATION: Foundation soil shall be excavated as required for base course leveling pad dimensions and limits of reinforced earth zone as shown on the construction drawings. Foundation soil shall be examined by the Engineer to assure that the actual foundation soil strength meets or exceeds the assumed design bearing strength. Soils not meeting required strength shall be removed and replaced with soil meeting the design criteria. The earth foundation shall have a density equal to or greater than 90 percent Standard Proctor Density. The earth foundation shall be stepped at the required intervals to keep it a minimum 2 foot (600 mm) below the finished grade. SP- Page 6 of 7 3.04 LEVELING PAD: The Contractor shall place the leveling pad a minimum of 9 inches (230 mm) in thickness. The Contractor shall construct the leveling pad to insure complete contact of the retaining wall unit with the leveling pad. Gaps shall not be allowed between the retaining wall unit and the leveling pad. 0 3.05 UNIT INSTALLATION:41 n N Materials shall be installed at the proper elevation and orientation sho%0117 th4—_plans: The concrete segmental units shall be installed in general accordance -with the, )� approved submittals in Article 1.02. C above. It is intended that the top of the retaining wall serve as a guardrail system for the abutting driveway. Special care must be taken to ensure that the wall is constructed according to the manufacturer's, and the wall design engineer's specifications in order to incorporate the Guard Rail System. 3.06 SUBDRAINS: Subdrains shall be installed as shown in the construction drawings to maintain gravity flow of water to outside of the reinforced earth zone. The subdrains shal outlet into a storm sewer access or along a slope at an elevation lower than the lowest point of the pipe within the wall. Porous backfill, in accordance with Article 2.05 above shall be placed around the subdrain to a minimum cover of 3 inches (75 mm). 3.07 BACKFILL PLACEMENT: The granular backfill shall be compacted in accordance with Article 2107.03, H of the Standard Specifications. The granular backfill shall be placed as shown on the construction drawings in maximum 8 inch (200 mm) lifts and compacted to a minimum 95% of standard Proctor density (ASTM D 698). The moisture limits shall be between 3% under optimum moisture to not more than the optimum moisture content. Only hand -operated compaction equipment shall be allowed within 3 feet (1 m) of the front of the wall face. PART 4 – MEASUREMENT AND PAYMENT 4.01 – METHOD OF MEASUREMENT. SP- Page 7 of 7 A. Modular Block Wall (Heavy) The Engineer will measure the area of Modular Block Wall (Heavy) in square feet, from measurements of the front face of the wall in place. The height will be measured from the top of the leveling pad to the top of the wall, including guard rail system, coping or cap block. B. Granular Backfill Material The quantity of granular backfill material hauled and placed will not be measured. C. Excavation Excavation for preparing the reinforced earth zone for construction of the wall will be classed according to Section 2102 of the Standard Specifications. The quantity will not be measured. 4.02 — BASIS OF PAYMENT A. Modular Block Wall (Heavy) For the quantity of Modular Block Wall (Heavy) constructed, the Contractor will be paid the contract unit price per square foot This payment shall be full compensation for furnishing all materials, tools, and labor for the performance of all work necessary to construct the wall, in accordance with the contract documents, including the design, excavation, foundation preparation, leveling pad, all backfill, porous backfill, finished grade shaping, and furnishing and placing drainage pipe subdrains. B. Granular Backfill Material. For Contractor furnished granular backfill material for the reinforced earth zone, the Contractor will not be paid for the quantity of material furnished. This will be included in the payment for Modular Block Wall (Heavy). C. Excavation. For the quantity of each class of excavation for preparing the reinforced earth zone for construction of the wall, the Contractor will be not be paid for the quantity removed. This will be included in the payment for Modular Block Wall (Heavy). N v N rn o w CD V 0 Iowa Department of Transportation SPECIAL PROVISIONS FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS Johnson County STP -U-3715(637)--70-52 Effective Date July 19, 2011 SP -096039 (NEW) THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS N 0 tiri j � D C7� W �t7 r THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS SP -096039 Page 2 of 7 CITY OF IOWA CITY TRAFFIC SIGNAL INTERCONNECT AND IT BACKBONE PART GENERAL 1.01- Section Includes A. HDPE duct B. HDPE mechanical coupling C. Duct plug w D. Pull tape m o m E. Handhole and cover C,,3 F. Ground bar and termination hardware y' r G. Geotextile materials H. Locate / tracer wire 1.02 — Description of Work A. The work shall include the installation of HDPE duct, handholes, pull tape, tracer wire, and related equipment connecting the traffic signals and creating the Iowa City information technology infrastructure backbone running between the traffic signals, fire station, and out to the project limits. 1.03 - Code Compliance A. All work and materials shall comply with the most recent rules, codes, and regulations, including but not limited to the following: 1. Occupational Safety and Health Act Standards (OSHA) 2. NFPA 70 - National Electrical Code (NEC) 3. ANSM EEE C-2, 1997 National Electrical Safety Code 4. All other applicable Federal, State, and local laws and regulations 1.04 - Submittals A. Submit product data for each of the following: 1. HDPE duct 2. HDPE mechanical coupling 3. Duct plug 4. Pull tape 5. Handhole and cover 6. Ground bar and termination hardware 7. Geotextile materials 8. Locate / tracer wire SP -096039 Page 3 of 7 B. Submittal Procedures 1. Within five working days after receipt of the Contract and prior to the pre -construction conference or any payments, the Contractor shall submit to the Owner for timely review a schedule of submittals listing each required submittal as identified in Paragraph 1.03-A. 2. Submit the following information for approval prior to ordering and installation into the project. a. Manufacturer name b. Manufacturer part number c. All relevant specification and description information necessary for the Owner to validate that the material submitted is in fact the material specified. 3. Transmit each submittal with transmittal letter indicating: date, project title, and contractor's name and address. 4. Apply Contractor's stamp. Sign or initialed submittal certifying that review, verification of products required, and dimensions are in accordance with the requirements of the work and Contract Documents. N 5. Submit the number of copies that the Contractor requires, plus three (3) -copies hat will be retained by the Owner. Mail or deliver submittals to: K71 h City of Iowa City w Attn: Jason Havel, P.E. i (� 410 East Washington Street Iowa City, IA 52240 =- 6. Submittals will be reviewed by the Owner and Design Professional and returned to the Contractor either approved as submitted, approved with comments, or rejected with comments. If rejected, Contractor shall correct and resubmit as required, identifying all changes made since previous submittal. 7. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.05 - Manufacturer's Instructions A. When specified in specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, adjusting, and finishing, in quantities specified for Shop Drawings and materials brochures. B. Unless otherwise stated, where installation requirements identified in the Standards conflict with the manufacturer's recommendations, the more restrictive shall be applied. C. Notify Engineer of conflicts between manufacturers' instructions and Contract Documents. 1.06 - Quality Assurance A. Full compliance with engineered design and specifications is required. Performance criteria included in the references shall be met. Test data shall verify system performance. SP -096039 Page 4 of 7 PART2 PRODUCTS 2.01 - Materials A. HDPE Duct I . Acceptable Manufactures: Endot, Amco, Carlon, Dura -line, or approved equal. 2. Product Description: High Density Polyethylene (HDPE), ASTM D 3035, SDR 11. UL Listed, smooth interior and exterior wall. Non -plenum rated. 3. Nominal Size: 2" (nominal) controlled outside diameter, for underground installations. 4. Color: orange; solid color. 5. Fittings and Duct Bodies: Manufacturer's recommended fittings and components to make the system work. B. HDPE Mechanical Coupling 1. NOTE: Ducts may also be field joined using approved fusion methods. 2. Acceptable Manufactures: ETCO 3. Product Description: Mechanical coupling, double E -Loc coupling for HDPE -to -HDPE connections in restrained and unrestrained installation locations. Threaded end caps with nylon compression bushing. 4. Nominal Size: Sized for 2" HDPE, SDR 11. C. Duct Plugs 1. Product Description: Expandable blank duct plug for 2" HDPE, SDt.;I 1. 0 sow, elastomeric-gasket with pull -rope loop. :.� c D. Pull Tape C-) 1. Composition: Woven polyester. a. Pulling Strength: minimum of 1250 lbs. M -v m b. Pull tape shall have permanent sequential footage markings. E. Handholes - F 1. Acceptable Manufactures: Hubbell Quazite or approved equal. 2. Product Description: a. Handhole box: polymer -concrete, ANSI Tier 22, open bottom, with 4" mouse -hole on two ends. b. Handhole cover: polymer concrete, ANSI Tier 15, heavy duty, two-piece, two bolts, logo to read "Fiber Optics". Cover bolts shall be 3/8" stainless steel, penta-head with washers. 3. Nominal Size: Nominal handhole size shall be 30" wide x 48" long x 36" deep. 4. Color: gray. F. Ground Bar and Termination Hardware 1. Product Description: Copper ground bars with dimensions measuring 1/4" x 1" x 9" shall be furnished and installed with telecommunication handholes. The ground bars shall have 5 1/4 — 20 tapped holes with insulators and panhead torx screws. SP -096039 Page 5 of 7 G. Geotextile Materials 1. Product Description: Woven geotextile, polypropylene resin fiber material shall be finnished and installed with telecommunication handholes. Minimum Average Roll Values (MARV) shall be as follows: H. Locate / Tracer Wire 1. Product Description: Copper conductor, 45 MIL thick HDPE jacket, 12 AWG (or 10 AWG) solid copper conductor, designed for direct bury, orange in color. C) ^' MARV PROPERTY TEST METHOD ENGLISH MECHANICAL Tensile Strength (Grab) ASTM D-4632 200 lbs Elongation ASTM D-4632 12% Puncture ASTM D-4833 90 lbs CBR Puncture ASTM D-6241 700 lbs Mullen Burst ASTM D-3786 400 psi Trapezoidal Tear ASTM D-4533 75 lbs ENDURANCE UV Resistance (% Retained at 500 hrs) ASTM D-4533 70% HYDRAULIC Apparent Opening Size (AOS)3 ASTM D-4751 40 US Std. Sieve Permittivity ASTM D-4491 0.05 sec Water Flow Rate ASTM D-4491 4 gpm/f H. Locate / Tracer Wire 1. Product Description: Copper conductor, 45 MIL thick HDPE jacket, 12 AWG (or 10 AWG) solid copper conductor, designed for direct bury, orange in color. C) ^' =C-.) C-) -G -1 C-) 9 r �M. M E3-- SP -096039 Page 6 of 7 PART EXECUTION 3.01 - HDPE Duct Installation A. HDPE duct shall be installed at a depth of 36" to 42" of cover below grade. Minimum cover shall be 36" unless otherwise noted. Crossings of known and identified utilities and obstructions require variance to maximum and minimum depths specified. When a depth of 36" to 42" cannot be maintained notify the Owner's representative to determine maximum allowable depth. Provide additional cover as required by State, City, other utilities and authorities having jurisdiction where applicable or as necessary to traverse other utilities. B. Maintain a minimum 12" horizontal separation between other communication utilities and piped fluids. Maintain a minimum 3" horizontal separation from power and foreign conduits. Maintain a minimum 60" horizontal separation from water mains. At crossings provide a minimum vertical separation of 6" from conduits, ducts, cable and piped fluids. Notify Owner's representative for variances. C. Contractor is required to maintain positive drainage along the route throughout the duration of the project. All necessary dewatering shall be provided at no additional cost to the Owner. D. Provide pull tape in each HDPE duct in each segment of the route. Secure pull tape to duct plug at each end. E. HDPE duct shall extend into handholes and turn up. See detailed drawings for handhole installation. F. HDPE duct shall be installed using the industry standard installation equipment and methods. G. A site survey of the installation of the duct shall be made by the Contractor prior to beginning work. H. Cut duct square using a saw or pipe cutter; de -burr cut ends. I. Duct shall be field joined by either fusion methods or mechanical couplings. Use Wly those mechanical couplings specified. As -built markups shall reflect the stationiiumber%f couWcA joints. o J. Plug both ends of unused duct using approved duct plugs. Protect installed'tdudt aUamst entrance of dirt and moisture before and after installation. v K. Manufacturer's recommended installation tension shall not be violated. L. Damaged HDPE duct shall be replaced with new. Z7 M. Test each segment of new HDPE duct for excessive deflection and collapse using a test mandrel no smaller than 80% of inside diameter of the duct. The test shall be conducted after the trench has been backfilled and compacted to the required finished grade according to project specifications. 3.02 - Handhole Installation A. Refer to the detailed drawings for handhole installation details. B. Unless otherwise noted, handholes shall be installed level with grade, flush and parallel to streets and sidewalks. If necessary, slope the area around the handhole, within a few feet, to direct drainage away from the handhole. Provide fill around handhole and compact near to 90% modified standard proctor density using a vibrating rammer compaction machine with appropriate sized foot and compacting around handholes in 8" to 12" lifts C. All dirt, debris, trash, packaging, tape, etc., resulting from work associated with the project shall be cleaned from handholes prior to acceptance of the project work. The rim of the handhole shall be cleaned and the cover bolted down when work is complete. All bolts shall be accounted for. D. Open handholes shall be sufficiently barricaded. SP -096039 Page 7 of 7 PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 - Method of Measurement Measurement for Telecommunications Outside Plant Equipment and Materials will be as follows: A. IT / Interconnect HDPE duct, 2 inch diameter Linear feet (LF) shown in the contract documents. B. IT / Interconnect pull tape for HDPE duct Linear feet (LF) shown in the contract documents. C. IT / Interconnect handhole, 30"x 48" By count (EA). D. IT / Interconnect tracer wire for HDPE duct Linear feet (LF) shown in the contract documents. 4.02 - Basis of Payment Payment for Telecommunications Outside Plant Equipment and Materials will be as follows: A. IT / Interconnect HDPE duct, 2 inch diameter (LF) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of conduit of the given type and diameter. The unit price shall also include trenching or pushing, backfilling, compacting, surface restoration, HDPE duct, HDPE mechanical couplings, and duct plugs. B. IT / Interconnect pull tape for HDPE duct (LF) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of pull tape of the given type. C. IT / Interconnect handhole, 30"x 48" (EA) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of handholes and covers of the given size and type. The unit price shall also include excavation, backfilling, compacting, surface restoration, polymer concrete handhole box and cover, stainless steel cover bolts, geotextile woven fabric, granular base, and ground bar and termination hardware. D. IT / Interconnect tracer wire for HDPE duct (LF) o The unit price shall be full compensation for furnishing all materials, equipment, aiM labor for the installation of tracer wire of the given size and type. z�- c; END OF SPECIAL PROVISION�n w r rn '<rm _0 Qom` C.a p. Iowa Department of Transportation SPECIAL PROVISIONS For WATER DISTRIBUTION SYSTEMS JOHNSON COUNTY Project No. STP -U-3715(637)-70-52 Effective Date: December 15, 2009 SP- Page 1 of 27 THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. N c� c') — f r 'o M _m THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP- Page 2 of 27 PART 1 - GENERAL 1.01 SUMMARY. A. Furnish, install and test water distribution system as indicated and specified. 1.02 REFERENCES: A. This specification references the following documents. In their latest edition, the referenced documents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references marked with a '"" shall be kept on the site, readily available and accessible to the Engineer during normal working hours. Copies may be obtained from the organizations or from the Iowa City Water Division at cost plus 15%. B. City of Iowa City Water Division 1. Reference Manual C. American National Standards Institute and American Water WorksG,ombn�e Standards: 1. ANSI/AWWA-C104/A21.4: Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water 2. ANSI/AWWA-C105/A21.5: Polyethylene Encasement for Ductile -Iron Pipe Systems 3. ANSI/AWWA-C110/A21.10: Ductile -Iron and Gray -Iron Fittings, 3 -inch through 48 -inch, for Water and Other Liquids 4. ANSI/AWWA-C111/A21.11: Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 5. ANSI/AWWA-Cl50/A21.50: Thickness Design of Ductile -Iron Pipe 6. ANSI/AWWA-Cl51/A21.51: Ductile -Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. ANSI/AWWA-C153/A21.53: Ductile -Iron Compact Fittings, 3 -inch through 24 -inch, and 54 -inch through 64 -inch for Water Service 8. ANSI/AWWA C502: Dry -Barrel Fire Hydrants 9. ANSI/AWWA C504: Rubber -Seated Butterfly Valves 10. AWWA C509: Resilient -Seated Gate Valves for Water Supply Service. SP- Page 3 of 27 11. ANSI/AWWA C510 Double Check Valve Backflow -Prevention Assembly 12. ANSI/AWWA C511 Reduced -Pressure Principal Backflow -Prevention Assembly 13. ANSI/AWWA C550: Protective Epoxy Interior Coatings for Valves and Hydrants 14. ANSI/AWWA C600"": Installation of Ductile -Iron Water Mains and Their Appurtenances 15. ANSI/AWWA C651"': Disinfecting Water Mains 16. ANSI/AWWA C800: Underground Service Line Valves and Fittings. 17. ANSI/AWWA C900: Polyvinyl Chloride (PVC) Pressure Pipe, 4 -inch through 10 -inch for Water Distribution D. American Water Works Association: 1. AWWA Manual M23"'": PVC Pipe -Design and Installation 2. AWWA Manual M17"": Installation, Field Testing, and Maintenance of Fire Hydrants - E. American Society for Testing Materials: �a 1. ASTM D2241 -s 2. ASTM 675-86 Seamless Copper Tubing w Y F. Manufacturers Standardization Society: — 1. MSS -SP -58 Pipe Hangers and Supports, Materials Design and Manufacture 2. MSS -SP -69 Pipe Hangers and Supports Selection and Application G. Uni-Bell PVC Pipe Association: 1. UNI -B-3-88 Recommended Practice for the Installation of Polyvinyl Chloride (PVC) Pressure Pipe (nominal diameters 4-36 inch) complying with AWWA Standard C-900. 1.03 SUBMITTALS: A. Submit to the Engineer the following drawings or details for approval prior to installation. One copy of each with the approval stamp shall be kept at the work SP- Page 4 of 27 site at all times. B. Shop and Working Drawings: 1. Pipe layout with valves, fittings and hydrants shown ti 2. Valves �� cz 3. Hydrants 4. Fittings -+C-) w 5. Bolts 6. Joints s 7. Tapping sleeves, couplings, and special piping materials 8. Polyethylene 9. Thrust block designs and details 10. Special backfill C. Certificates: Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials. D. Manufacturer's Literature: 1. Catalog cuts of joints, couplings, harnesses, expansion joints, gaskets, fasteners and other accessories. 2. Brochures and technical data and coatings and linings and proposed method of application. E. Plans for initial operations and final operations: Special prepared drawings and typed list of sequences of steps are needed prior to any operation of water distribution system. Submit 2 weeks prior to date of planned operation. 1.04 PERMITS: A. Contractor's superintendent on the job must have a license as a sewer and water service installer issued by the City to construct water and sewer mains and services in Iowa City. B. The Contractor or their agent will be responsible for the tapping application forms and records. 1.04 QUALITY ASSURANCE., A. Engineer reserves the right to inspect and test by independent service at manufacturer's plant or elsewhere at Engineer's expense. SP- Page 5 of 27 B. Contractor shall conduct visual inspection before installation. 1.05 TIME: A. Time is of the essence for water main construction work. All work which requires shutdown of active water mains must be completed as quickly as possible to minimize inconvenience to the consumers and risk to the community. B. Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division are listed below. Serve notice to the Water Division at 356-5160. 1. For tapping service, provide 24 hours notice. 2. For notice to customers of disruption of water service, provide 48 hours notice. This work will be completed with the assistance of Water Division personnel. 3. For review, comments, and approval of plans of operation, provide 3 days notice. 4. For locations of underground facilities, provide 48 hours notice. PART2-PRODUCTS 2.01 All products used for this work shall be from the list of "Accepted Products for Water Distribution Materials' contained in the Iowa City Water Division Reference Manual and found in Part 5 of this document. If there is a discrepancy between the Iowa City Water Division Reference Manual and Part 5, the Iowa City Water Division Reference, Manual prevails. 2.02 DUCTILE -IRON PIPE. A. Thickness design shall conform to ANSI/AWWA C150/A21.50. rn o B. Manufacture shall conform to ANSI/AWWA C1 51/A21.51. = J, �, r C. Thickness for direct bury piping, unless otherwise indicated or specified' -shall be class 52. D. Thickness for pipe suspended from structures and bolted or restrained joint pipe, unless otherwise indicated or specified, shall be class 53. E. Cement mortar lining shall conform to ANSI/AWWA C104/A21.4. 2.03 DUCTILE -IRON PIPE JOINTS: A. Single rubber -gasket push -on joints or mechanical joints conforming to ANSI/AWWA C111/A21.11. Furnish with all necessary hardware and gaskets. SP- Page 6 of 27 B. Bell -and -spigot pipe joints conforming to ANSI A21.6 or ANSI A21.8. C. For bolted/restrained mechanical joint, use Griffin Bolt -Lok restrained joint or approved equal. (Class 53) D. For unbolted/restrained mechanical joint, use Griffin Snap -Lok restrained joint or approved equal. (Class 53) E. Do not use drilled & tapped retainer glands. F. Plain end of push -on pipe factory machined to a true circle and chamfered to facilitate fitting gasket. ;, { 2.04 POLYVINYL CHLORIDE PIPE. =, A. Pipe shall conform to ANSI/AWWA C900 and shall be thickness class ,DR 18' (Class 150). All pipe shall have the same outside dimensions as ductile -iron pipe. PVC pipe materials are only allowed in sizes 4 to 10 inch diameter. B. PVC pipe materials shall not be used in any area where there is likelihood the pipe will be exposed to concentrations of pollutants comprised of low molecular weight petroleum products or organic solvents or vapors. C. PVC pipe shall not be installed under public roadways and shall not be used around cul-de-sacs or other small radius curves. 2.05 FITTINGS: A. All fittings shall conform to ANSI/AWWA C110/A21.10, with pressure rating of Class 350 for 3" to 24". B. Mechanical -joint fittings shall be ductile iron compact ANSI/AWWA C153/A21.53 or ductile standard ANSI/AWWA C110/A21.10. Large fittings, 12 -inch through 20 - inch shall be ductile iron standard ANSI/AWWA C110/A21.10. Swivel tees shall be ductile iron standard ANSI/AWWA C110.A21.10. Where ductile iron is not available (i.e., offsets), cast iron standard ANSI/AWWA C110/A21.10 shall be provided. C. All fittings shall be bituminous coated inside and outside and shall be furnished complete with necessary accessories including plain rubber gaskets, ductile iron glands, NSS Cor -Blue bolts and nuts. Verify the gasket seats are not made irregular by improper application of the lining materials. 2.06 RESILIENT SEAT VALVES & VALVE BOXES: A. Gate valves shall conform to ANSI/AWWA C509. Valves shall be full line size gate valves with epoxy coating inside and SP- Page 7 of 27 outside and contain stainless steel nuts and bolts. 2. Valve bodies shall be ductile iron or cast iron. Working pressure of the valve shall be at least 200 psi and gaskets rated at 250 psi. 3. Valves shall have a standard 2 -inch square operating nut and shall open left. 4. Valves shall be capable of being repacked or replacing o -rings under pressure. 5. Valves are to be non -rising stem with the stem, nut and thrust collar made of bonze. B. Butterfly valves shall conform to ANSUAWWA C504, for buried service, Class 1508. 1. Valve seat to be installed on disk or valve body. 2. Butterfly valves shall not be utilized in sizes smaller than 16", unless so noted on the plans. 3. Working pressure of the valve shall be at least 150 psi. 4. Valves shall be short body pattern with mechanical joint ends. 5. Shaft seals shall be o -ring type. 6. Valve shall have manual operator with a 2" square operating nut for operation of the valve and shall open left. 7. All interior and exterior cast iron, ductile iron or steel surfaces shall be painted with an epoxy coating and contain stainless steel bolts and nuts. C. Tapping Valves shall be as specified for resilient -seated gate valves with the exception that one end shall be mechanical joint and the other end shall be flanged to match the tapping sleeve and shall have oversize seat rings to permit entry of the tapping machine cutters. Tapping valves be 175 psi minimum working pressure. 2. Valves shall be epoxy coated inside and outside with stainless nuts and bolts. 3. Valves shall be furnished with all joint accessories. D. Valve Boxes shall be 2 -piece or 3 -piece slip type, range 51" to_ 71". Use lids marked "water'. {M� u�J y V 1=' 2.07 HYDRANTS: Specification standard Type of shutoff: Type of construction Main valve opening: Nozzle arrangement and size Nozzle thread: Type of inlet connection: Size of inlet connection: Depth of bury: SP- Page 8 of 27 ANSI/AWWA Standard C502 Compression Break flange or break bolt above the ground line and a breakaway stem connection. All bolts to be stainless steel. 4'% inches for 12" water main and under 5'/, inches for 16" water main and above 3 nozzle, two 2'/z -inch hose nozzles and one 4'/z -inch pumper nozzle, with caps attached with chains National Standard Hose Threads Mechanical Joint 6 inch Depth of bury shall be 6 feet Direction of opening: Open to right (clockwise) o Packing: Conventional or O -Ring N Y A=t ,o E2 Z" Size and shape of 1'/z inch, standard pentagon operating nut: Working pressure: 250 psi -- Color: Safety Red 2.08 SPECIAL FITTINGS: A. Special pipe fittings must be approved by the Engineer. B. Special fittings must be the same diameter, thickness and pressure class as standard fittings. C. Special fittings may be manufactured to meet requirements of same specifications as standard fittings except for laying length and types of end connection. D. Full Body Tapping Sleeves: 1. Shall be mechanical joint, split construction with end gaskets, manufactured to fit cast iron or ductile iron pipe. Branch shall have a flange fitting to match the tapping valve. SP- Page 9 of 27 2. Shall meet the OD requirements for Class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Required for 12" and larger pipe or under paving. 5. Shall have stainless steel or NSS Cor -Blue nuts and bolts. E. Stainless Steel Tapping Sleeves: 1. Shall be epoxy coated with ductile -iron flange and stainless steel bolts. 2. Shall meet the OD requirements for class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Nitrile gaskets shall be used in L.U.S.T. areas (leaking underground storage tank areas. F. Stainless Steel Repair Clamps: 1. All stainless steel, single section, double section, or triple section, depending upon size of main. 2. Shall have stainless steel bolts and nuts. o 2.09 GASKETS, BOLTS, AND NUTS: r = _'� w A. Mechanical joints made with: n M m o M 1. Bolts: 3/4 inch NSS Cor -BLUE. ' z ca 2. Stainless steel bold studs with stainless steel nuts on each end. r B. All thread rod used to restrain fittings shall be stainless steel with stainless steel nuts and 3/4" diameter. 2.10 LOCATION WIRE: A. Location wire shall be #12 solid copper, THHN insulation in yellow, orange or blue color. 2.11 LUMBER: A. Lumber for bracing or supports shall be hardwood (i.e. oak or maple). Do not use creosoted lumber in contact with piping materials. SP- Page 10 of 27 2.12 WATER SERVICE: A. Service lines shall be new type K copper in coils for sizes'/+ -inch thru 1 Yz-inch and in coils or straight pipe for 2 -inch size. B. No couplings or connections will be permitted under the paving. 2.13 SERVICE SADDLES: A. Service saddles shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Saddles shall be equal to but not exceed up to 200 PSIG. C. Body shall be 85-5-5-5 cast brass. D. Strap shall be wide band, 304L stainless steel with 304L stainless-steel st'uds." E. Nuts and washers shall be 304 stainless steel. Nuts are supplied with flugrocarbDn coating. _ F. Saddles shall be AWWA tap thread (CC thread) G. Saddles with nitrile gaskets shall be used in L.U.S.T. areas (Leaking underground storage tank areas). 2.14 CORPORATION VALVES: A. Corporation valves shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Valves shall be 300 PSIG maximum working pressure. C. Body shall be 85-5-5-5 cast brass. D. Valves shall be inlet: AWWA taper thread, outlet: conductive compression connection for CTS O.D. tubing. E. Valves shall be compression ball type valves. 2.15 BALL CURB VALVES: A. Ball curb valves shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Valves shall be 300 PSIF maximum working pressure. SP- Page 11 of 27 C. Body shall be 85-5-5-5 cast brass. D. Valves shall be compression connection for CTS O.D. tubing, both ends. E. Valves shall have a quarter turn check with fluorocarbon coated ball and stainless steel reinforced seat. F. Valve shall have end pieces o -ring sealed with double o -ring seals. 2.15 BALL CURB VALVES: A. Ball curb valves shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Valves shall be 300 PSIF maximum working pressure. C. Body shall be 85-5-5-5 cast brass. D. Valves shall be compression connection for CTS O.D. tubing, both ends. E. Valves shall have a quarter turn check with fluorocarbon coated ball and stainless steel reinforced seat. F. Valve shall have end pieces o -ring sealed with double o -ring seals. 2.16 CURB BOX— ARCH PATTERN. A. Curb box shall meet or exceed current ANSI/AWWA C800 specifications. B. Curb box lid shall be Erie Pattern — 5601 L — 2 -hole. C. Curb box shall be 5 -foot box (telescope 1 -foot) and shall telescope up and down inside the base casing. r D. Curb box shall be slide style. E. Curb box and accessories shall be black dip coated inside and out. F. Curb box rod length shall be a 5/8" rod, 42 -inches long, small key -clamp welded to rod with stainless steel rod and cotter pin. 2.17 STRAIGHT THREE PART UNIONS: A. Unions shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Union shall be conductive compression connection for CTS O.D. tubing both ends. C. Body and nut shall be corrosion resistant cast bronze 85-5-5-5. SP- Page 12 of 27 D. Gripper band shall be stainless steel and overlap itself so no gasket material can get underneath. E. Conductor spring shall provide metal to metal contact between copper tubing and the fitting for electrical conductivity. F. Entire gasket shall be closed. G. Fluorocarbon coating shall be on inside surface of nut. H. Union pressure rating shall be greater than the valve or fitting with which it is used. 2.18 COPPER TUBING: A. Copper tubing shall meet or exceed current ANSI/AW WA C800 specifications. 2.19 YARD HYDRANTS: A. Yard hydrants shall be freezeless style. 2.20 WATER: A. Reasonable amounts of water will be provided for use in the final bperations of water main flushing, disinfection and testing. Prior notice must be' given to th i Water Division. B. Contractor will not be charged for the water used as long as there is reasonable care to control and conserve the rate and volume used. If there is waste or carelessness, Contractor will be charged for water. PART 3 - EXECUTION 3.01 REFERENCES AND DOCUMENTS: A. Contractor must have all required documents on the site before commencing with the work. B. Valves, fittings, hydrants and ductile -iron pipe shall be installed in accordance with ANSI/AW WA C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with AWWA M23 and Uni-Bell PVC Pipe Association UNI -13-3-88 except as noted herein. D. Contractor must prepare and retain a set of "as -built' drawings on the job site with accurate and current information on the location of all valves, pipe and special construction features. Examples of special buried features would be: 1. Offsets in alignment. SP- Page 13 of 27 2. Changes in depth, depth greater than 8 feet or less than 5 feet. 3. Special fittings or construction materials. 3.02 RECEIVING, STORAGE AND HANDLING: A. The Engineer may mark materials which are found on the job site and which are determined to be defective or not approved. The marking may be done with spray paint. The Contractor shall promptly remove defective or unapproved materials from the site. B. While unloading PVC piping materials: 1. Do not allow the pipe units to strike anything. 2. Do not handle pipe units with individual chains or single cables, even if padded. 3. Do not attach cables to pipe unit frames or banding for lifting. C. Within the "Storage" language of AWWA M23, change "should" to "shall D. Within the "Handling" language of AWWA M23, change "should" to''_shalPb 3.03 LOCATION, ALIGNMENT, SEPARATION & GRADE: yy A. Water mains, valves, hydrants, and special fittings shall be installed in 'the locations shown on the plans or as directed by the Engineer. B. Contractor shall have all buried utilities located by the 1 -800 -ONE -CALL service and shall do exploratory excavation as necessary to determine specific conflicts between existing utilities and new water main. No extra compensation will be allowed for the exploratory excavations. C. Water main shall be installed a minimum depth of cover of 5'/2 feet. Generally, the maximum depth shall not exceed 7 feet. D. Water mains crossing sewer services, storm sewers or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. Where local conditions prevent this vertical separation, the water main shall not be placed closer than 6 inches above a sewer or 18 inches below a sewer under any circumstances. Additionally, one full length of water pipe crossing the sewer shall be centered at the point of crossing so that the water pipe joints will be equal distance as far as possible from the sewer. The water and sewer pipes must be adequately supported and have pressure tight joints. A low permeability soil shall be used for backfill material within 10 feet of the point of crossing. E. No water pipe shall pass through or come in contact with any part of a sewer manhole. A minimum horizontal separation of 3 feet shall be maintained. SP- Page 14 of 27 F. All PVC water main and ductile iron water main with greater than 400 feet between features that extend to the surface (such as hydrants or valve boxes) shall be marked with a wire for the entire length to make electronic location possible. The wire shall be installed continuously as the pipe is backfilled. The wire shall be fixed to the side of the pipe at a position of 2 o'clock or 10 o'clock and attached with duct tape every 5 feet. 2. The insulation shall be protected to prevent accidental grounding. Make few splices and splice the wire together using a Twister DB Plus Wire Connector. 3. Bring the wire to the ground surface at each fire hydrant and loop wire in a Valvco tracer wire terminal box. These boxes shall be located between the hydrant and the hydrant valve with at least two feet of extra wire inside the box. Install the terminal box perpendicular from the hydrant and parallel with the valve box, one -foot from the hydrant base. The tracer wire terminal box must be installed flush with the finished grade. If there is no fire hydrant within 500 feet, bring the wire to the surface in a "daylight box" which is a full-size valve box and mark the drawings appropriately. 3.04 PIPE BEDDING AND BACKFILLING: A. Ductile -iron pipe bedding shall conform to the project plan details or as otherwise specified or directed by the Engineer. B. PVC pipe bedding shall conform to UNI -B-3-88 laying condition Type 2 including hand excavation for the bell holes. The bedding shall be loose, natural, fine soil which is compacted by stomping on the soil along the sides of the pipe to the top of the pipe. C. Trench width within the pipe envelope shall conform to the plans or as directed by the Engineer. D. Set valves and hydrants on precast concrete bases.Y �•rj 3.05 PIPE RESTRAINT: _� I v A. Thrust Restraint: ox w 1. For pipe smaller than 10" diameter, concrete block shall be used, placing the concrete block next to the fitting and undisturbed soil. For 10" and larger diameter pipe, blocking shall be by cast -in-place concrete. Cover fittings and joints with 8 mil. polyethylene before placing concrete. Brace fittings with hardwood lumber to prevent shifting before placing concrete. 2. Do not pour excess concrete on top of pipe and fittings. SP- Page 15 of 27 B. Socket Pipe Clamps, Tie Rods, and Bridles: 1. Where indicated or necessary to prevent joints or sleeve couplings from pulling apart under pressure, provide suitable socket pipe clamps, tie rods, and bridles. Bridles and tie rod diameter shall be at least 3/4 in. except where they replace flange bolts of smaller size with nut on each side of flange. C. Dead Ends 1. Pipe ends or fittings left for future connections shall be plugged or capped using materials supplied by the pipe manufacturer. 2. All pipe ends or fittings left for future connections shall be blocked against thrust. 3.06 JOINTS AND COUPLINGS: A. Push -on Joints: 1. Inspect bell grooves and clean to assure complete gasket seating. 2. Use extreme care to prevent separation of joints already installed. 3. Do not use push -on joints when boring. Griffin Snap -Lok shall be used in casing with locking rubbers. B. Mechanical Joints: 1. The range of torque for tightening bolts which is indicated in ANSI/AWWA C600 may be somewhat affected by the temperature. On cold days, more torque may be required. 2. Use extreme caution when tightening cast iron fittings to avoid breaking the ears of the flanges. An average worker should not use a wrench longer than 18 inches. 3. On PVC pipe connections to MJ joints, cut the bevel off the end of the PVC pipe to get full pipe diameter in the joint. 4. Do not deflect pipe at joint. r o =•u C. Sleeve -Type Coupling: =s w 1. Clean pipe ends for distance of 12 inches. ^' 2. Use soapy water as gasket lubricant. 3. Carefully mark and place the sleeve coupling in the center of the joint. SP- Page 16 of 27 3.07 TAPPED CONNECTIONS UNDER PRESSURE: A. Follow manufacturer's installation instructions. B. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. C. A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division. The tapping application must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. 3.08 POLYETHYLENE ENCASEMENT: A. All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSI/AWWA C205/A21.5 installation methods. This includes any ductile iron laid in cul-de-sacs or other small radius areas where PVC main could not be used. 3.09 HYDRANT INSTALLATION: A. Handle carefully to avoid breakage and damage to flanges. Keep- hydrants clQse�3 until they are installed. Protect stored hydrants from dirt, water, ice, anirpals acrd vandals. — B. Before installation, clean piping and elbow of any foreign matter. C. Install hydrants away from the curb line a sufficient distance to avoid damage from or to vehicles. A set -back of 4 feet from the curb line is recommended. D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished ground. The break -off flange should be no more than 6 inches above ground. There shall be no obstructions to fire hose connections. E. The base elbow shall be placed on solid precast concrete blocks on firm, undisturbed soil. The barrel of the hydrant shall be firmly braced against the back of the trench wall with pre -cast cement blocks to resist thrust at the pipe connection. F. The base and lower barrel shall be backfilled with 5 cubic feet of washed gravel or 1 inch crushed rock to allow water to release from the hydrant drain. G. Install the hydrant plumb. Drainage stone and soil backfill around the barrel shall be firmly compacted to provide good lateral support for the hydrant. This is essential to the performance of the break -off flange. SP- Page 17 of 27 3.10 WATER SERVICE INSTALLATION: A. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. This includes connections made on public and private mains. B. The City Water Division will provide, at Contractor cost, labor to tap the water main for services. Each water service pipe shall be connected to the water main through a brass corporation stop. A tapping saddle is required on all water main materials. The plastic plug from PVC main shall be recovered. The main shall be tapped at an angle of forty-five degrees with the vertical, if possible. The stop must be turned so that the T -handle will be on top. C. The old water service under the street right-of-way will be shut off and removed. The old stop box will be removed. D. The Contractor shall install the new copper service line from the new corporation stop to the new curb stop and from the curb stop to the customer iervice line near the property line. The size will be determined by the Water Division,. The -minimum size will be 1 -inch to the stop box. The service pipe shall be laid 4n the trench) ith sufficient weaving to allow not less than one foot extra length for .each 50 feet,of straight line distance. E. Underground water service pipe shall be laid not less than ten (10) feet horizontally from the building drain, and shall be separated by undisturbed or compacted earth. Where the horizontal separation cannot be met, the water service pipe shall be installed so the bottom of the water service pipe is at least eighteen (18) inches above the top of the building drain line at its highest point. F. A curb stop shall be furnished and installed for each service at the location shown on the plans, or as directed by the Engineer. Place a brick or masonry block under each stop box valve. A cast iron stop box shall be furnished and installed over the curb stop and held in a truly vertical position, until sufficient backfill has been placed to ensure permanent vertical alignment of the box. The top of the box shall be adjusted and set flush with the finished surface grade. The stop box shall be located between the curb and the property line and visible from the sidewalk. Stop box shall not be located with sidewalk or driveway paving unless approved by the Engineer. G. The Contractor shall make a clean cut on the existing service line and connect the new service line at the location as directed by the Engineer. H. The Contractor shall be responsible for visual inspection of all water service materials used on the project. If water pressure is available or will be available within 24 hours of make the new service connection, the new service shall be subjected to normal system pressure and visually inspected for leaks. If any leaks appear, the Contractor shall make repairs. Each water service shall be turned on and observed by the Contractor within the premises to verify adequate pressure and flow. SP- Page 18 of 27 3.11 WATER MAIN OPERATIONS: A. All work which involves operating the active public water distribution system will require the notice, consent, approval and assistance of the Water Division. B. An accurate and legible copy of the "as -built' drawings must be on file in the Water Division office prior to using the water supply. C. If requested by the City, the contractor will work with the Water Division personnel to submit a plan for initial operations and a plan for final operations to the Water Division for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, flushing and testing operations. The purpose of both plans is to minimize the impact of service interruptions and pressure and flow variations on the water distribution system and existing customers. 3.11 DISINFECTION FOR POTABLE WATER SYSTEMS: N n� A. General 1. Upon completion of a newly installed water main or why—repairs to'Ejrf, existing water system are made, the main shall be disinfected according 4a instructions listed in ANSI/AWWA C651 and the following specifications. B. Special Disinfection Requirements 1. Exercise cleanliness during construction. Protect pipe interiors, fittings and valves against contamination. 2. Water main 16 -inch and larger in diameter must be swabbed with a soft pig prior to flushing if flow in the system is not adequate to maintain scouring velocity (2 fps) during flushing. 3. The minimum uniform concentration of available chlorine used for disinfection shall be 50 mg/L. Use either the granulated/tablet or continuous feed method with modifications as described in 3.11 C or D below. 4. The chlorinated water shall be retained in the main at least 24 hours, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24 hour period, the treated water shall contain no less than 25 mg/L chlorine throughout the length of main. 5. After the retention period, flush the heavily chlorinated water from the main until the chlorine concentration in the water leaving the main is no higher than 3 mg/L and the water appears clean. Flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than '/< of the main diameter. For 6 -inch through 12 -inch water mains, a single 2'/2 -inch 3.12 SP- Page 19 of 27 fire hydrant opening is adequate. Water entering storm sewer system shall be dechlorinated by a method approved by the Engineer to prevent downstream environmental damage (i.e. fish kills). 6. Collect a bacterial sample from the end of each line or 800-1,000 feet and deliver the sample to the University Hygienic Laboratory at Oakdale for analysis. Allow approximately 5 days for the results. If the bacterial sample shows the absence of coliform organisms, the hydrostatic test may proceed. C. Tablet Method of Chlorine Application 1. Use ANSI/AWWA C651, however slowly fill the main (less than 1 cubic foot per second) with system water, pushing out as much air as possible. Do not wash out the tablets. D. Continuous Feed Method of Chlorine Application 1. Prior to applying chlorine, do a preliminary flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than not less than '/, of the main diameter. For 6 -inch through 12 -inch water mains, a single 2'/z -inch fire hydrant opening is adequate. 2. Add the water and chlorine solution with the required concentration to fill the main completely. TESTING: A. General All Water main testing shall be completed within a 4-day:window. This means that testing will need to commence on a Monday or Tuesday .irj order to complete all of the items as required. Depending upon the Hygienic Lab schedule, Wednesday is possible if everything proceeds in a timely manner. 1 2. Utilize only the specified amount of granular chlorine to disinfect the main. B. Filling the water main: 1. Fill the newly constructed water main system slowly using treated public water under low pressure and low flow. The objective is to displace air with water while avoiding damage to new construction, customer services, and adjoining property due to the release of air and water. Public Works staff must be on site to assist with operation of the system valves and hydrants during this operation. 2. Open one hydrant (completely) at the end of the main or at a high point on the main which is to be filled. Open a filling valve (the smallest one available) slightly. Allow the water main to fill and slowly release the air. SP- Page 20 of 27 When the main being filled has released nearly all air, surging should diminish. The line shall be filled until a trickle of water is discharged from the hydrant. Monitor and control the released water to minimize damage. B. Bacterial Tests: 3. No sooner than 24 hours and no later than 48 hours after filling the main, the first bacterial test should be taken. 4. Bacterial tests shall be taken at all locations as determined by the Project Engineer. Tests will be taken after water has been flushed to normal residual levels. Contractor shall be responsible for dechlorinating all discharged water. The Iowa City Water Division is available for professional guidance if the contractor is not experienced in current dechlorination procedures. 5. Within 24 hours a 2n° bacterial test must be taken for each of the initial tests taken. Verbal or written verification form the University of Iowa Hygienic Lab must be provided for the entire initial series of tests prior to the commencement of 2nd series of tests. Verification must be provided for all bacteria tests prior to pressure testing. This verification may; be in the form of a call, email, or fax from the Hygienic Lab. v --L2 x C. Pressure and Leakage Tests: co per 1. Pressure testing shall be performed on all newly installed water mal r s. Tests shall be for 2 hours at 150 psi. Pressurize the line no greater thi3n 155 psi. A gauge owned the City of Iowa City must be placed 06 the line in addition to the contractor's gauge. 2. Pressure test off the hydrants or furnish and install temporary testing plugs or caps. Furnish pressure pumps, pipe connections, meters, gauges, equipment, potable water and labor. Use only potable water for testing. 3. The Project Engineer will give notice to the Iowa City Water Division to locate the water main via all of the tracer wire boxes installed by the contractor. Wire boxes must be fully installed and placed in their final locations before locates shall be performed. The main must trace as it will when it is placed in service. 4. Keep the water main full of water for 24 hours before conducting combined pressure and leakage test. 5. Pressure and leakage test consists of first raising water pressure at the lowest point of section being tested to 150 psi internal pressure. 6. Failure to achieve and maintain the specified pressure for two hours with no additional pumping means the water main has failed to pass the test. SP- Page 21 of 27 7. If the water main fails the pressure and leakage test, locate, uncover, and repair or replace defective pipe, fitting or joints. Conduct additional tests and repairs until water main passes the test. a. Once the newly constructed water main passes the pressure and leak test as described above, the Contractor shall perform final flushing. At this time, as-builts, hard copies of all bacterial tests and a completed material list (certified by the Contractor) must be provided to the Project Engineer. The materials list form may be found at the end of this document. 9. Upon the completion of final flushing, the Project Engineer shall notify the Iowa City Water Division that the water main has successfully passed all testing and tapping permits may be issued. Prior to final acceptance of the project, all outstanding water main punch list items (plumbing valve boxes, setting final box elevations, turning hydrants, etc.) shall be completed. C. Valve Operations 1. All valves shall be located and tested to verify operation. Remove -the valve box lid, insert the valve key and open and close each valve. Count the turn4 and record the results. D. Hydrant Operations: = 1. After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. Remove a nozzle cap and open the hydrant slowly and fully. Check the direction of opening as marked on the top. Do not force the hydrant in the opening direction beyond full open as indicated by sudden resistance to turning. 3. After hydrant has been flushed, close it and check for drainage. This is done by placing the hand over the nozzle opening and checking for a vacuum. Then check the hose thread for proper flit. 4. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. E. Flow Test: 1. Flow tests shall be conducted to verify all components of the water system are fully open and operational and to determine the fire flow capacity. 2. Public Works staff personnel must be on the site to operate the system valves and hydrants during this test. 3. A hydrant flow test shall be conducted on the hydrant at the extreme SP- Page 22 of 27 locations for distance or highest elevation to determine the fire flow capability of the system. Static and flowing pressures and flow rates shall be recorded, and a copy forwarded to the Water Division. PART 4 — METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 —Water main A. Payment by the lineal foot of pipe laid in the trench as measured for each diameter, type, and class in the Bid Schedule. The Contractor will be paid the contract unit price per lineal foot of each size of water main pipe installed. Deductions will be made from the measured length for valves and other appurtenances. The unit prices as bid shall include the furnishing of all labor, equipment and materials necessary to install the water main in accordance with the contract documents. This price also includes MJ glands, gaskets, nitrile gaskets, bolts, polyethylene wrap and the installation of these items. This work shall include all excavation, installing and joining of pipe and fittings, removal and disposal of water, backfilling, sheeting; shoring, disposal of excess excavated material, protection of existing structures and -utilities clean and all other operations unless specifically covered by other pay -items specified;_ under. this contract. 4.02 — Water main, Trenchless A. Payment by the lineal foot of pipe installed by trenchless methods as called out on -the plans for each diameter, type, and class in the bid schedule. The Contractor will be paid the contract unit price per lineal foot of each size of water main pipe installed. The unit prices as bid shall include the furnishing of all labor, equipment and materials necessary to install the water main by trenchless methods in accordance with the contract documents. This item shall include all necessary piping (restrained joint), fittings, tracer wire, excavation (bore pits), dewatering, sheeting and shoring, disposal of excess excavated materials, protection of existing features (structures, utilities & vegetation), clean-up and all other operations unless specifically covered by other pay items specified under this contract. 4.03 — Water main, Trenchless W/ Casing Pipe A. Payment by lineal foot of pipe installed by trenchless methods (w/ casing pipe) as called out on the plans for each diameter, type, and class in the bid schedule. The Contractor will be paid the contract unit price per lineal foot of each water main pipe installed. The unit price as bid shall include the furnishing of all labor, equipment and materials necessary to install the water main by trenchless methods (w/ casing pipe) in accordance with the contract documents. This item shall include carrier pipe (restrained joint), casing pipe, skids, bands, excavation (bore pits), dewatering, sheeting and shoring, disposal of excess excavated materials, protection of existing features, clean-up and all other operations unless specifically covered by other pay items specified under this contract. 4.02 — Fittings A. Each fitting will be measured by the pound. The Contractor will be paid the unit price per pound of fitting. Weight of a fitting is defined by the specified body weight of the AWWA C153 fitting or manufacturers equivalent standard. Gaskets, gland rings and bolts are not included in the weight and are considered incidental to the fitting. For fittings that are not available in AWWA C153 compact size, then weight will be determined by weight of AWWA C110 fitting. Mainline line tee(s) to the hydrants, including the piping from the tee to the hydrant, are to be considered incidental to the hydrant assemblies. This shall be considered full payment for SP- Page 23 of 27 materials, equipment, excavation, installation and all associated work. 4.03 — Special Fittings and Couplings A. Includes couplings, cutting -in sleeves, retainer glands, anchoring pipe and couplings, repair sleeves and clamps, etc. Includes accessories and installation for special fittings and couplings. Payment shall be considered incidental to the installation of the water main pipe. 4.05 —Valves A. Each valve will be measured as a single unit. The contractor will be paid the contract unit price for each valve installed. This shall be considered full payment for equipment, excavation, installation and materials including concrete blocking, crushed stone, bolts, gland rings, gaskets, valve box and lid, and extension if required. 4.06 —Hydrant Assemblies A. Each hydrant assembly will be measured as a single unit. The contractor wilGbe paid the contract unit price for each hydrant assembly installed. This shall be considered -full payrntnt for equipment, excavation, installation and materials including hydrant,—isolation valve, mainline tee and piping from the main to the hydrant. 4.07 —Thrust Restraint r M 21 M A. Concrete thrust blocking and other restraint accessories including threaded rods, nUfs, eyebolts and mechanical joints shall be considered incidental to the installation of water mairr. 4.08 —Disinfection and Hydrostatic Testing A. Disinfection and hydrostatic testing water mains will not be paid for separately but shall be considered incidental to the water main installation. Includes furnishing all materials, labor and equipment to disinfect the water main and redisinfect if required, and perform hydrostatic testing of the completed water main system; including corporation stops, copper tubing, hoses, pumps, gauges and other equipment required for disinfection and hydrostatic testing. Also included are hoses, piping and accessories necessary to conduct the chlorinated water to a proper disposal point. 4.09 —Tracer Wire A. Tracer wire shall be considered incidental to the installation of water main pipe and fittings. 4.10 —Polyethylene Wrap A. Polyethylene wrap shall be considered incidental to the installation of pipe, fittings, valves, and hydrants. 4.11 —Services A. Water services shall be measured and paid on a count basis for each type and size as set forth in the Contract Documents. Payment for this item shall be considered full compensation for furnishing all tools, equipment, labor and materials (including all required piping, hardware and fittings — corporations, curb stop & box and tapping saddles) necessary for the installation and reconnection of water service in accordance with the contract documents. 4.12 —Removal of Existing Water main A. Payment by the lineal foot of existing water main removed as measured. The contractor will be paid the contract unit price per lineal foot of water main pipe removed. The unit price as SP- Page 24 of 27 bid shall include the furnishing of all labor, equipment and materials necessary to remove the pipe in accordance with the contract documents. This work shall include all cutting, removal and disposal of pipe, excavation, plugging, backfill, sheeting and shoring, disposal of excess excavated material, protection of existing structures and utilities, clean-up and all other operations unless specifically covered by other pay -items specified under this contract. PART 5 — ACCEPTED PRODUCTS FOR WATER DISTRIBUTION MATERIALS WATER PIPE: (Ductile) ANSI/AWWA—A21.51/C151 American, Clow, Griffin, McWane, Tyler, US Pipe, or approved equal Class 52 for direct bury piping unless other wise indicated or specified. Class 53 for suspended from structures and bolted or restrained joint pipe WATER PIPE: ( PVC) (Class 150) — C900 C900 thickness class DR18 (6" thru 10") FITTINGS: (Ductile Iron Standard) ANSI/AWWA — A21.10/C110, 3" to 24" - 350 psi (Ductile Iron Compact) AWWA C153, 350 psi Clow, Tyler/Union, U.S. Pipe, Sigma, or approved equal TAPPING SLEEVES: (Full Body Ductile Iron with Stainless Steel and/or NSS Cor -Blue Nuts and Bolds) for 12" and larger or under pavement Clow - F-5205, Mueller - H615, Kennedy, Tyler/Union, Kennedy, American Flow Control - Series 2800, U.S. Pipe - T-9, or approved equal TAPPING SLEEVES: (Stainless Steel) Smith Blair - 662 or 663, Ford FAST, Mueller -H304, Romac SST, JCM-432 or approved equal Smith Blair — 665 or Cascade CST -EX 3655 w/ nitrile gaskets to be used in L;U.S'.T. areas. - 72 c�-G — MECHANICAL JOINT RESTRAINT DEVICE: (Megalug) c-= Ebaa Iron Sales Inc. — 1100 series for ductile iron ��� v M 2000 PV for PVC STAINLESS STEEL REPAIR CLAMPS (With Stainless Steel Nuts & Bolts): ry Smith -Blair -261, Ford FS1, Romac SS1 or approved equal VALVES: (Resilient Seated Gate Valves) ANSI/AWWA — C509 Clow F-2640, Kennedy 1571-X, Mueller Resilient Seat - A-2360-20, U.S. Pipe — A-USPO-20 or approved equal VALVES: (Butterfly) ANSI/AWWA C504, Class 150B Clow, Pratt, Mueller, American Darling, Kennedy, M & H, DeZurik, Val -Matic, or approved equal VALVES: (Tapping) Clow — F-2640, Mueller — T-2360-16, Kennedy 4950, U.S. Pipe — A-USPO-16 or approved equal VALVE BOXES: Tyler — (Series 6855 & Item 666A, Range 51" to 71 ") SP- Page 25 of 27 East Jordan Series 8555 & Item 666A — Range 51" to 71" HYDRANTS (4'/2" for 12" and under) (5'/d' for 16" and above) AWWA C502 Clow F-2545 Medallion, Mueller Super Centurion 250 SLEEVE TYPE COUPLING (with Stainless Steel Nuts & Bolts): Standard solid black sleeve — Tyler/Union 5-1442, Griffin Bolted Straight Coupling with stainless steel bolts and nuts — Smith -Blair 441, Romac Style 501 or approved equal TRACER WIRE TERMINAL BOX (DAYLIGHT BOX): U.S. Filter WaterPro, Utility Equipment or approved equal - Valvco —95E —2'/ cast-iron lid — minimum 18" long, telescoping ID with lockable TRACER WIRE CONNECTORS: Twister DB Plus Wire Connector >� POLYWRAP: r 8 mil polyethylene encasement M WIRE: #12 solid copper, THHN insulation in yellow or orange FREEZELESS YARD HYDRANT: Woodford Mfg. Iowa Model Y34 and Yl 0 SERVICE SADDLES (ANSI/AWWA — C800/C900): AY McDonald 3845, Ford 20213S, Smith Blair 325 (w/ nitrile gasket to be used in L.U.S.T. areas) or approved equal CORPORATION VALVES (ANSI/AWWA — C800): Mueller B-25008, AY McDonald 4701 BQ BALL CURB VALVES (ANSI/AWWA — C800): Mueller B-25209, AY McDonald 6100Q CURB BOX ARCH PATTERN (ANSI/AWWA — C800 w/ stainless steel rod and cotter pin): AY McDonald 5601 and 5603 with 5660SS-5' shut off rod CITY OF IOWA CITY CITY PROJECT -WATER MATERIALS LIST PROJECT NAME: YEAR: PIPE (Ductile) ANSI/AWWA - A21.51/10151 Accepted Types: American, Clow, Griffin, McWane, Tyler and US Pipe Make: Model: PIPE (PVC) Class 150 - C900 Accepted Types: C900 thickness class DR 18 (6°-10") Make: Model: SP- Page 26 of 27 Last Updated: March 30, 2010 INSPECTOR: Year: Year: FITTINGS (Ductile Iron Standard) ANSI/AWWA - A21.10/C110, 3"-24" (350ps1) Accepted Types: Ductile Iron CompactAWWA C153 350psi, Clow, Tyler/Union, US Pipe, Sigma Make: Model: Year: TAPPING SLEEVES (Full Body DIP w/ SS or Blue Bolts) for 12" and larger or under pavement Accepted Types: Clow F5205, Mueller H615, Kennedy, Tyler/Union, AFC 2800 series, US Pipe T9 Make: Model: Year: TAPPING SLEEVES (SS) Accepted Types: Smith -Blair 662/663, Ford FAST, Mueller H304, Romac SST, JCM 432 'Smith -Blair 665 or Cascade EX3655 (with nitrile gaskets) for LUST areas Make: Model: Year: MECHANICALJOINT RESTRAINTS (Megalugwith Blue Bolts) Accepted Types: Ebaa Iron Sales Inc., 1100 series - ductile, 2000 PV for PVC C: Make: Model- Year: VALVES (Gate) ANSI/AWWA C509; Accepted Types: Clow F2640, Kennedy 1571X, Mueller A2360-20 or US Pipe A-USP020 O Make: Model: `^'YeaiZ7 ,r CJ VALVES (Butterfly) ANSI/AWWA C504, Class 150B Accepted Types: Clow, Pratt, Mueller, American Darling, Kennedy, M&H, DeZurik or Val -Matic Model: Year. SP- Page 27 of 27 VALVES (Tapping) Accepted Types: Clow F2640, Mueller T2360-16, Kennedy 4950, US Pipe A-USP016 Make: Model: Year: VALVE BOXES (Slip Type NOT Screw Type; Flanges must be cut or knocked off top piece) Accepted Types: Tyler 6855 series; item 666A, East Jordan 8555 series; item 666A (51" to 7111) Make: Model: Year: HYDRANTS (4.5" for <=12" DIP; 5.25" for >=16" DIP) AWWA C502 Accepted Types: Clow F2545 Medallion, Mueller Super Centurion 250 Make: Model: Year: SLEEVE TYPE COUPLINGS (with stainless nuts and bolts) Accepted Types: Standard solid black (Tyler/Union 5-1442, Griffin), Bolted Straight with SS nuts and bolts (Smith/Blair 441 or Romac501) Year: TRACER WIRE BOXES Accepted Types: US Filter, WaterPro or Utility Equipment: Valvco 95E, 2.5" with lockable cast iron lid minimum 18" long telescoping TRACER WIRE & CONNECTORS Accepted Types: #12 solid copper, THHN insulation in yellow, orange or blue * * Connectors for wire must be DB Plus Twister Type (with weatherproof gel) Make: Color: OTHER NOTES: CONTRACTOR COMPANY: CONTRACTOR SIGNATURE: DATE: ti N rI �t GD W w CONTRACTOR SIGNATURE: DATE: SP -096041 (NEW) Iowa Department of Transportation SPECIAL PROVISIONS FOR TRAFFIC SIGNALIZATION Johnson County THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS u STP -U-3715(637)--70-52 C> _.._ rn -:� W _r W Effective Date July 19, 2011 THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS SP -096041 Page 2 of 42 CITY OF IOWA CITY TRAFFIC SIGNALIZATION This item includes furnishing and installing all electrical components in accordance with the Contract Documents. B. Conduit This item includes furnishing and installing conduit fittings associated with traffic signals in accordance with the Contract Documents. C. Concrete Bases and Handholes This item includes furnishing and installing bases and handholes associated with traffic signals in accordance with the Contract Documents. D. Poles This item includes furnishing and installing the poles associated with traffic signals in accordance with the Contract Documents. E. Signals This item includes furnishing and installing the signals in accordance with the Contract Documents. F. Mast Arms This item includes furnishing and installing the Mast Arms in accordance with the Contract Documents. G. Controller This item includes furnishing and installing controllers in accordance with the Contract Documents. H. Fiber Optic Cable This item includes installation, termination, and testing fibers. N PART 1 GENERAL. 1.01- Section Includes , ; A. Electrical B. Conduit C. Concrete Bases and Handholes D. Poles E. Signals F. Mast Arms G. Controller H. Fiber Optic Cable I. Video Traffic Detection System 1.02 - Description of Work A. Electrical This item includes furnishing and installing all electrical components in accordance with the Contract Documents. B. Conduit This item includes furnishing and installing conduit fittings associated with traffic signals in accordance with the Contract Documents. C. Concrete Bases and Handholes This item includes furnishing and installing bases and handholes associated with traffic signals in accordance with the Contract Documents. D. Poles This item includes furnishing and installing the poles associated with traffic signals in accordance with the Contract Documents. E. Signals This item includes furnishing and installing the signals in accordance with the Contract Documents. F. Mast Arms This item includes furnishing and installing the Mast Arms in accordance with the Contract Documents. G. Controller This item includes furnishing and installing controllers in accordance with the Contract Documents. H. Fiber Optic Cable This item includes installation, termination, and testing fibers. SP -096041 Page 3 of 42 I. Video Traffic Detection System This work shall consist of furnishing and installing a system that detects vehicles on a roadway using only video images of vehicle traffic and includes all hardware, software, equipment, labor, and materials necessary to complete the fully functioning system in place. 1.03 - Submittals A. Submit test results as set forth in the Contract Documents. B. Submit certificate of compliance indicating the materials incorporated into the Work comply with the Contract Documents. C. The substitution of materials is allowed as set forth in General Conditions. D. Supplier shall submit five (5) copies of Shop Drawings of Signal Poles and Mast Arms to the ENGINEER for review prior to manufacture of the mast arm assemblies. Manufacture shall not begin until the Shop Drawings have been approved by the ENGINEER. The intent of the ENGINEER's review and approval is to assist the supplier in interpreting the Specifications. Shop Drawing approval shall not relieve the supplier of the responsibility for errors in the Shop Drawing or the requirements of the Specifications. E. Complete and forward to the City three (3) copies of a list of unit costs for each item listed on the Schedule of Unit Prices by the preconstruction meeting. The Schedule of Unit Prices will be provided to the Contractor. The sum of the costs for each item shall equal the total Contract Lump Sum price for the traffic signal installation(s). The unit costs will be used to prepare progress payments to the Contractor. The unit costs will also be used to establish the total cost for any Extra Work Orders related to the traffic signal installation work items unless otherwise negotiated. . F. Submit catalog cuts of each component incorporated into the project, showing the selrcted equipment meets the specifications. 11 1.04 - Delivery, Storage and Handling w A. Deliver only materials that fully conform to these Specifications, or for which sostitytio-i has been approved as set forth in General Conditions. 1. The Bidder awarded the Contract shall complete the equipment list by 'writing in the name of the equipment manufacturer and catalog number of each item liste(6vhich he proposes to install. Before beginning Work on the Project, the CONTRACTOR shall submit three copies of the equipment list, and three copies of catalog cuts for all materials supplied by the CONTRACTOR. 2. Prior to ordering any materials the CONTRACTOR shall provide certification from the manufacturers of all electrical equipment, conduit, and cable stating said material complies with the Specifications. B. Store material in accordance with the manufacturers' recommendations and in locations which will minimize the interference with operations, minimise environmental damage, and protect adjacent areas. C. Remove and dispose of unacceptable materials from the site in accordance with the Contract Documents. 1.05 - Scheduling and Conflicts A. Schedule Work to minimize disruption of public streets and facilities. B. Discontinue Work which will be affected by any conflicts discovered or any changes needed to accommodate unknown or changed conditions and notify the ENGINEER. 1.06 - Special Requirements A. The use of explosives is not permitted unless provided for in the special provisions of the Contract Documents. SP -096041 Page 4 of 42 B. All work and materials incorporated into this Project shall conform to all applicable local, state, and Federal requirements. C. The CONTRACTOR shall be prepared to furnish, upon request from the ENGINEER, a sample for evaluation, of any item or material which he proposes to furnish for this Project. D. Any modifications of the installation are subject to the approval of the ENGINEER. E. Unless otherwise specified in the Contract Documents, the installation of all signal equipment shall be in accordance with the Traffic Signal Manual of the International Municipal Signal Association (IMSA). F. The painted surface of any equipment damaged in shipping or installation shall be retouched or repainted in a manner satisfactory to the ENGINEER. N L7 w SP -096041 Page 5 of 42 PART2 PRODUCTS 2.01 - Electrical A. Service Conductor (Power Cable) shall be 600 volt, single conductor cable, shall comply with 4185.12 of the Standard Specifications and shall be U.L. listed for type "USE." The sheath shall be black for the positive cable and white for the negative cables. B. Signal cable shall be solid and conform to the requirements of IMSA 19-1 or 20-1, or latest revision thereof. The number and size of conductors shall be as specified on the plans. C. Loop detector lead-in cable shall conform to the requirements of IMSA 50-2, latest revision thereof. D. Detector loop wire shall conform to the requirements of IMSA 51-5, latest revision thereof. The encasing tube shall be polyvinyl chloride. Detector loop sealant in pavement saw cuts and holes shall be a flexible embedding sealer. E. Connectors shall be either insulated spring steel connectors or insulated set screw connectors. The spring shall have sharp edges, round edges will not be approved. Connectors shall be approved by the ENGINEER prior to incorporation in the Work. F. Communication and Interconnect Cable (For Underground Installation) 1. Fiber Optic Cable shall be 1 hybrid cable with 6 strands of Multi -mode/ 6 strands of single -mode G' 2. Jacket. The overall jacket shall be made of virgin, black, low density, high molecular weight polyethylene. G. Self -Supporting (Figure 8) Communication Cable _ Co 1. Self -Supporting (Figure 8) communication cable shall meet all requirement Paragraph 2.01F for communication and interconnect cable except that the Gabl.F assembly is not required to be packed with petroleum jelly. 2. Self -Supporting (Figure 8) communication cable shall contain a messenger cabbe made of extra high strength, '/, inch, 7 strand, Class A galvanized, steel of 6600 pound breaking strength. H. Tracer wire shall be a #10 AWG wire single conductor, stranded copper, Type THHN, with UL approval and orange jacket. I. Pull rope shall be a flat polyester pull -tape with a minimum pulling strength of 1250 lbs. and permanent sequential footage markings. J. Ground rods shall be high strength steel rods with chemically bonded copper coverings to provide high conductivity and to prevent electrolytic action. Rods shall be full length as shown on the plans and shall have a nominal diameter of five-eighths inch unless otherwise specified. Ground rods shall conform to the requirements of IMSA specification No. 62- 1956. K. All ground wires shall be #6 AWG, bare, solid annealed copper wire unless otherwise specified on the plans. L. All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA). All Work shall conform to the requirements of the National Electrical Code. All miscellaneous electrical equipment shall be approved. M. Circuit breakers shall conform to manufacturer's requirements. N. Video Traffic Detection System: Iteris system is preferable 1. Cameras shall have color video. 2. As an option, programming the system shall be available with the computer. Using a RS -232 communication link, the following capabilities shall be available as a minimum: SP -096041 Page 6 of 42 ^; a. Continuous or single video snapshots. The user shall be abloo selm bothAe resolution and quality of the image. ' b. Remote detection zone setup. n-< — - �n c. Detector File upload/download d. Ability to store the snapshot image. --- e. Security Protection to Prevent Unauthorized Remote Access. r- 3. The system shall detect vehicles in real time as they travel across each detector zone. 4. The system shall have an RS -232 port for communications with an external computer. 5. The system shall accept new detector patterns from an external computer through the RS -232 port when that computer uses the correct communications protocol for downloading detector patterns. 6. The system shall send its detector patterns to an external computer through the RS -232 port when requested when that computer uses the correct communications protocol for uploading detector patterns. 7. Up to 144 detection zones shall be supported and each detection zone can be sized to suit the site and the desired vehicle detection region. 8. Detection zones may be ANDed or ORed together to indicate vehicle presence on a single detector output channel. 9. When a vehicle is detected crossing a detection zone, the detection zone will flash a symbol on the video overlay display to confirm the detection of the vehicle. 10. Detection shall be at least 99% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (eg. rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon camera placement, camera quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to camera location or quality. 11. The system shall provide 32 channels of detection through either a NEMA TS 1 port or a NEMA TS2 port. 12. The system shall provide dynamic zone reconfiguration (DZR) to enable normal director operation of existing zones except the one being added or modified during the setup process. The system shall output a constant call on any detection channel corresponding to a zone being modified. 13. Detection zones shall be directional to reduce false detections from objects traveling in directions other than the desired direction of travel in the detection area. 14. The system shall process the video input from each camera at 30 frames per second. 15. The system shall output a constant call for each enabled detector output channel if a loss of video signal occurs. The system shall output a constant call during the background learning period. 16. The system shall operate satisfactorily in a temperate range from -34 C to +74 C and a humidity range from 0%RH to 95%RH, non -condensing as set forth in NEMA specifications. 17. The system shall include an RS -232 port or serial communications with a remote computer. This port shall be a 9 pin female "D" subminiature connector on the front of the system. 18. The system shall include ports for transmitting TSI and TS2 detections to a traffic controller. The TSI port shall be a 37 pin female "D" connector on the front of the system. The TS2 port shall be a 15 pin female "D" connector on the front of the system. 19. The video inputs to the system shall include transient voltage suppression and isolation. Amplification that shall assure the 1 volt peak to peak video signal integrity is SP -096041 Page 7 of 42 maintained despite cabling losses and externally induced transients. The amplifier shall have a minimum common mode rejection at 60 Hz of 90 dB. 20. The system enclosure shall be bonded to a good earth ground. 21. The front face of the system shall contain indications to enable the user to view real time detections for up to 8 detector output channels at a time. 22. The video cameras used for traffic detection shall be furnished by the system supplier and shall be qualified by the supplier to ensure proper video detection system operation. 23. The camera shall produce a useable video image of the bodies of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from night time to day time, but not less than the range 0.1 lux to 10,000 lux. N 24. The camera shall include auto -iris control based upon average scene luminafi& and shall be equipped with an auto -iris lens. 25. The camera shall include a variable focal length lens with variable'focusAat can be adjusted, without opening up the camera housing, to suit the site geolFdtry. 26. The camera electronics shall include AGC to produce a satisfactory image. at night. a Y 27. The camera shall be housed in an environmentally sealed enclosure pressurizgd with..d— gas to minimize the formation of condensate and extend the life of the camera and lens. The housing shall be field rotatable to allow proper alignment between the gamera and the traveled road surface. 28. The camera enclosure shall be equipped with a sun shield. The sunshield shall include a provision for water diversion to prevent water from flowing in the cameras field of view. The camera enclosure with sunshield shall be less than 6" diameter, less than 26" long, and shall weigh less than 12 pounds when the camera and lens are mounted inside the enclosure. 29. The camera enclosure shall include a thermostatically controlled heater to assure proper operation of the lens iris at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. 30. When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a temperate range from —34/C to +55/C and a humidity range from 0% RH to 100% RH. 2.02 - Conduit A. Galvanized rigid steel conduit (RS) shall meet the requirements of ANSI Standard Specification C 80.1, latest revision. The number and size of conduits shall be as called for on the plans. Conduit shall be of standard length with each length bearing the UL approved label. B. High-density polyethylene (HDPE) conduit for traffic signal applications shall be red in color with an SDR of 13.5. The number and size of conduits shall be as called for on the plans. HDPE duct plugs shall be blank expandable duct plugs with elastomeric gaskets and rope loops. C. Polyvinyl Chloride (PVC) conduit shall be Schedule 80. The number and size of conduits shall be as called for on the plans. Conduit shall be of standard length with each length bearing the UL approved label. For traffic signal applications, schedule 80 PVC may be substituted for HDPE conduit when necessary to facilitate installations in tight locations. D. Conduit fittings shall conform to the requirements of ANSI Standard Specification C 80.4, latest revision. All fittings used with rigid steel conduit shall be galvanized steel. Fittings of aluminum or zinc alloys are not acceptable. Bell end fittings shall be installed on the exposed ends of PVC or HDPE conduit. SP -096041 Page 8 of 42 E. Conduit couplers shall be threaded -type for RS conduit. Conduit couplers for HDPE to HDPE connections shall be double a-loc couplers. 2.03 - Concrete Bases and Handholes A. Concrete for bases shall be Class "C" structural concrete, C4 mix. B. Reinforcement for bases shall meet the requirements of Section 2404 of the IDOT Standard Specifications for Highway and Bridge Construction, Current Series. C. Precast concrete handholes shall be placed on course aggregate base, Iowa DOT Specification 4109, Gradation No. 5. D. Lids for precast concrete handholes shall be cast-iron. Covers shall be Type `C' (checkered top), with minimum weight 165 pounds. Manufacturer's name and "TRAFFIC SIGNAL" lettering shall be cast on top of the cover E. Precast concrete pipe used in constructing handholes shall be Type 2000-D. F. Handhole cable hooks shall be galvanized according to ASTM A 153. G. Plastic loop handholes shall be Pencell PE -10, FiberProTek FC1800, Strongwell (Quazite) PT/LT, or an approved equal. H. TYPE 1 Handholes shall be stackable precast polymer concrete with dimensions measuring 17 inch x 30 inch x 30 inch deep minimum. The handhole shall have a one-piece cover with the legend "Traffic Signal" on the cover. If cover bolts are supplied, they shall not be installed but provided to the City. The handhole shall have an open bottom, be gray in color, include 4" mouse holes on two sides, and have an ANSI Tier 22 rating. The handhole cover shall be gray in color with an ANSI Tier 15 rating. t.� 2.04 - Pole and Mast Arm Assembly = 1 A. General 1. The mast arms, support poles, and luminaire arms shall be continuous tapered, round r octagon steel poles of the anchor base type. The poles and mast arms shall be minimum of 7 gauge fabricated from one length of steel sheet with one continuous- arc welded vertical seam, unless otherwise approved by the ENGINEER. The poles an"ast arms shall be fabricated from corrosion resistant steel meeting requirements of ASTM A595, Grade C, and A606, Type 4 sheets (with minimum chemical requirements of A588, Grade D), and the base and flange plates shall be fabricated from A588 structural steel. After manufacture, poles and mast arms shall have a minimum yield strength of 48,000 p.s.i. The base plate shall be attached to the lower end of the shaft by a continuous arc weld on both the inside and outside of the shaft. It may be permissible to fabricate poles and mast arms by welding two sections together. The method used for connecting the sections shall result in a smooth joint and shall be factory welded as follows: a. All longitudinal butt welds, except within one foot of a transverse butt -welded joint, shall have a minimum 60 percent penetration for plates 3/8 inch and less in thickness, and a minimum of 80 percent penetration for plates over 3/8 inch thickness. b. All longitudinal butt welds on poles and arms within one foot of a transverse butt - welded joint shall have 100 percent penetration. c. All transverse butt welds for connecting sections shall have 100 percent penetration achieved by back-up ring or bar. d. All transverse butt welds and all specified 100 -percent -penetration longitudinal butt welds on poles and mast arms shall be examined 100 percent by ultrasonic inspection according to the requirements of AWS D1-1.80. Welding, fabrication, and inspection shall conform to the Iowa Department of Transportation Supplemental Specification for Structural Steel, a separate Specification. SP -096041 Page 9 of 42 Personnel performing nondestructive testing shall be qualified in accordance with the American Society for Nondestructive Testing Recommended Practice No. SNT-TC-1A and applicable Supplements B (Magnetic Paricle) and C (Ultrasonic). Evidence shall be presented for approval of the ENGINEER, concerning their qualifications. A report shall be required showing that welds have been inspected and either found satisfactory or found unsatisfactory but repaired and reinspected and found satisfactory. The cost of all nondestructive testing shall be paid by the supplier and will be considered incidental. 2. Pole manufacturers shall certify that only certified welding operators in accordance with Iowa Department of Transportation Supplemental Specification for Structural Steel were used. The welding consumables used shall be in accordance with the approved list furnished by the Iowa Department of Transportation. B. Mast Arms 1. The mast arms shall be designed in accordance with the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals and designed to support traffic signals and/or signs as shown on the attached tabulation. They shall be certified by the Fabricator that the mast arms are capable of withstanding winds up to 100 miles per hour without failure. The length of the mast arms shall be as specified on the Schedule of Prices. 2. When loaded with the signals and signs the mast arms shall have a slight rise. Unloaded the maximum angle between the mast arm and horizontal shall be 4 degrees, unless approved by the ENGINEER. � , C. Poles 1. The pole shall be designed to support the mast arm so when it is equippedwiththe tr5f re signals and/or signs it will provide a minimum of 15.0 feet and a maximum bf 19.4 feet clearance from the street surface to the bottom of the signal heads or signs. 2. The pole shall be equipped with two reinforced handholes with covers; ,(4"x6�,U' minimum). One handhole shall be located 18 inches above the base and 180 degrees with respect to the mast arm. The second handhole shall be located directly apposite the traffic signal mast arm. Securing the cover to the pole shall be done with the use of simple tools. 3. A lug shall be provided in the pole base near the handhole to permit connection of a #6 AWG grounding wire. D. Signal Pole and Mast Arm Loading 1. Traffic signal poles and mast arms shall be fabricated according to the standard Specifications assuming the following signal head and signing loads: a. Maximum Loading for Arms 36 to 47 Feet Long 5 -section head on end, 24"00" sign centered 2 ft. inboard, 3 -section head 12 ft. inboard, 3 -section head 24 ft. inboard, 18"x60" metro sign centered 28 ft. inboard, 2 3 -section pole mounted heads, 2 2 -section pole mounted pedestrian heads, luminaire, 6" backplates on all signal heads. b. Maximum Loading for Arms greater than 47 Feet Long 5 -section head on end, 24"x30" sign centered 2 ft. inboard, 3 -section head 12 ft. inboard, 24"00" sign centered 14 ft. inboard, 3 -section head 24 ft. inboard, 3 - section head 36 ft. inboard, 18"x60" metro sign centered 28 ft. inboard, 2 3 -section pole mounted heads, 2 2 -section pole mounted pedestrian heads, luminaire, 6" backplates on all signal heads. E. Pole and Mast Arm Mounted Signs 1. The CONTRACTOR shall furnish and install all mast arm mounted and pole mounted signs shown on the traffic signal plans except street name signs. Street name signs shall SP -096041 Page 10 of 42 be furnished by the City and installed by the CONTRACTOR. All signs shall conform to the Manual on Uniform Traffic Control Devices. 2. Sign mounting may be either a manufactured mounting bracket from a vendor or support bracketry assembled by the CONTRACTOR. All steel support bracketry shall be galvanized and the banding shall be stainless steel. Either method shall hold the sign firmly in place in winds up to 100 mph. The above Work shall include furnishing and installing all necessary signs, mounting brackets, stainless steel banding, and miscellaneous hardware to complete the sign installation in place. 3. A J -hook wire support shall be provided 6" to 12" above and 90 degrees with respect to the opening for each mast arm and luminaire arm. The J -hook shall be a.purved 3/8" diameter steel bar. F. Finish 1. Where called for on the plans, the poles and mast arms shall be weathering steel 2. Where called for on the plans, the poles and mast arms shall be galNanized- gieel e following: a. Surface Preparation Steel plates shall be blast cleaned as necessary to remove dulled-is--Zmill scale, impurities, and non-metallic foreign materials. After assembly, all weld `flnx shall be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by immersion in sulfuric acid, and rinsed clean from any residual effects of the caustic or acid solutions by immersion in a fresh water bath. Final preparation shall be done by immersion in a concentrated zinc ammonium chloride flux solution with an acidity maintained between 4.5-5.0 pH. The assembly shall then be air dried to remove any moisture remaining in the flux coat and/or trapped within the product. b. Zinc Coating The assemblies shall be hot -dipped galvanized to the requirements of either ASTM A123 (fabricated products) or ASTM A153 (hardware items) by immersion in a molten bath of prime western grade zinc maintained between 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.01% and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free coating. 3. Where called for on the plans, the poles and mast arms shall be powder coated over galvanized per the following: a. Surface Preparation Steel plates shall be blast cleaned as necessary to remove rolled -in mill scale, impurities, and non-metallic foreign materials. After assembly, all weld flux shall be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by immersion in sulfuric acid, and rinsed clean from any residual effects of the caustic or acid solutions by immersion in a fresh water bath. Final preparation shall be done by immersion in a concentrated zinc ammonium chloride flux solution with an acidity maintained between 4.5-5.0 pH. The assembly shall then be air dried to remove any moisture remaining in the flux coat and/or trapped within the product. b. Zinc Coating The assemblies shall be hot -dipped galvanized to the requirements of either ASTM A123 (fabricated products) or ASTM A153 (hardware items) by immersion in a molten bath of prime western grade zinc maintained between 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.0 1 % and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free coating. SP -096041 Page 11 of 42 c. Top Coat All galvanized exterior surfaces visually exposed shall be coated with a Urethane or Triglycidyl Isocyanurate Polyester Powder to minimum film thickness of 2.0 mils. The coating is to be electrostatically applied and cured in an oven by heating the steel substrate to between 350 and 400 degrees Fahrenheit. d. Color The finished color shall be a Green closely matching other poles in use in the City which are Valmont's Green pitts 74-gf75. e. Packaging N All parts shall be packaged, wrapped, or cradled in a mannet! whic�will ^irfre arrival at the destination without damage to the surface. . 0 .. G. Hardware w I 1. The mast arms and poles shall be equipped with all necessary hazdwar"himc Qd anchor bolts to provide for a complete installation without additional'parts. 2. The anchor bolts shall meet the requirements of ASTM A36 or approved equal: 3. Bolts attaching the arms to the pole shall meet the requirements -of ASTM A325 or approved equal. 4. The anchor bolts shall be hot dip galvanized for a minimum of 12 inches on the threaded end. The anchor bolts shall be threaded a minimum of 6 inches at one end and have a 4 inch long 90 degree bend at the other end. The Fabricator shall submit drawings for the anchor bolts and base plate design. All hardware shall be steel, hot dipped galvanized meeting the requirements of ASTM A153, Class D, or shall have an electrodeposited coating of the same coating thickness, and so designed for this purpose. 5. Anchor bolt covers, pole top covers, and mast arm end covers shall be gray cast iron castings conforming to ASTM Designation: A48 Class 30. Items supplied with weathering steel poles shall be painted to match the weathering steel poles. Items supplied with powder coated galvanized poles shall be powder coated to match the poles. H. Luminaire Extension 1. All mast arm assemblies will require luminaire extensions as noted in the plans. The pole for the luminaire extension shall provide a continuous shaft as required for the mast arm. 2. The pole for the luminaire extension shall be vertical, unless approved by the ENGINEER. Luminaire arm shall be a single curved arm, unless otherwise noted on the plans. 3. The end of the luminaire arm shall provide a 30 -ft. luminaire mounting height, unless otherwise noted on the plans. 2.05 - Signals A. General 1. The signal heads shall be complete with all fittings and brackets for a complete installation. Each signal shall consist of a main body assembly, optical units, necessary screws, wing nuts, eyebolts, etc., and shall be delivered completely assembled. All hardware including hinge pins, wing nuts, eye bolts or latch bolts shall be made of a solid non -corrosive metallic material to prevent seizure or corrosion by the elements. Each signal shall be smooth both inside and outside and shall contain no sharp fns or projections of any kind. The doors and visors shall be flat black. All metal parts shall be painted with one coat of primer and two coats of high grade Federal Black enamel. All parts of the vehicle signals shall be in compliance with the last ITE Report on Adjustable Face Vehicle Traffic Control Signal Heads. 2. The electrical and optical system of the signal head shall be designed to operate on 115 volt, single phase, 60 Hertz alternating current. SP -096041 Page 12 of 42 3. All exterior surfaces shall be black. 4. Main Body Assembly of the signal unit shall consist of one or more polycarbonate sections have integral cast serrations so when assembled with the proper brackets they may be adjusted in increments and locked securely to prevent moving. The sections shall be designed so that when assembled they interlock with one another. All joints between sections shall be waterproof. The sections shall be held firmly together by locknuts or other means approved by the ENGINEER. Any open end on an assembled signal face housing shall be plugged with an ornament cap and gasket. 5. Doors and Optical Units t a. The doors shall be made of polycarbonate. Each door shall be of the, hingod type:ajid shall be held closed by a wing nut or other approved means. The -hipge-pins shall be designed so that the doors may be easily removed and reinstalled withov the usg.,pf special tools. Each door shall have a polycarbonate visor designed toolield'dath lens. The inside of each visor shall be flat black. Jl b. The optical system shall be so designed as to prevent any object &able flection of sunrays even at times of the day when the sun may shine directly intd the lens. When the door of the optical unit is closed, all joints in the assembly between the interior and exterior of the reflector shall be closed against suitable gaskets in order that the units may be dust tight. Between the door and the lens, there shall be a neoprene gasket securely fastened around the outer surface of the lens. Said gasket to be engaged by the rim of the reflector holder when the door is closed to render the union between the reflector holder and the door assembly dust tight. c. The reflector shall be parabolic in design and made of specular Alzak aluminum. d. The reflector holder shall be of non-ferrous or rust proofed metal and designed to separately support the reflector and socket in proper relation to the lens. The reflector holder shall be hinged to the left-hand side of the signal body when viewed from the front. On the right-hand side, the reflector holder shall be held in place by a spring catch or other quickly releasable means. e. Both the hinge device and the spring catch or equivalent shall be of a flexible nature which will permit the reflector holder to be pushed inwardly for at least one - sixteenth of an inch and to align itself correctly with the lens when the door of the optical unit is closed and pressed against the rim of the reflector holder. By such means, the joint between the reflector holder and the lens shall be rendered dust - tight. It shall not be necessary to remove any screws or nuts in order to swing the reflector holder out of the body section to obtain access to the light socket. f. The socket shall be arranged with a lamp grip so it will be impossible for the lamp to be loosened by vibration. 6. The wire entrance fitting shall be made of malleable iron or other approved material equipped with a standard 1-1/2" pipe fitting for attachment to the signal head. It shall be provided with weatherproofing means so that when it is attached to the top of the signal a weatherproof assembly results. Positive locking means shall be provided so that the signal cannot loosen from the fitting. The fitting shall be provided with an insulation bushing at the point where wires enter. The fitting shall be provided with self-locking features to prevent the signal head from turning out of directional adjustment in a strong wind. It shall be painted in color to match that of the signal. B. Vehicle Signals In addition to meeting the requirements of Section A., Vehicle Signals shall meet the following requirements: a. All signal indications shall use Light Emitting Diode (LED) Vehicle Signal Modules. All lenses shall be prismatic and long range. The lenses shall be 12 inches in diameter. All lenses shall be made of vandal resistant polycarbonate or acrylic plastic SP -096041 Page 13 of 42 free from bubbles and flaws. The lenses shall meet the light transmittivity and chromaticity standards established by the ITE Standard for Adjustable Face Vehicle Traffic Control Signal Heads. b. Visors shall be of the tunnel type not less than eight inches in length and shall be designed in a manner such that the visor may be easily installed or removed from the signal head. c. A terminal block shall be mounted in the back of the second section of the signal head. The terminal blocks shall be secured at both ends. d. Signals shall be shipped completely assembled with tunnel visors attached to the signal door. C. Pedestrian Signals 1. In addition to meeting the requirements of Section A., Pedestrian Signals shall meet the following requirements: y a. Pedestrian signals shall consist of two signal sections with rectangular lengs, d mounting attachments. The upper section shall display a "Hand" sym- I and gfiall display a "Walking Person" symbol. The lower section shall be a count down timer. The two sections shall be of such design and construction as to fit rigidly and securely together with or without a spacer. No spacer shall be more Shan '/z inch thick. The signals shall operate with LED. b. The lenses shall be either sanded or prismatic lenses. The lenses shall be made of vandal resistant polycarbonate or acrylic plastic. The symbols on these lenses shall be at least 9 inches high and shall be designed to produce a maximum visibility both day and night. The Walk symbol shall be White LED modules and the Don't Walk symbol shall be Portland Orange LED. Both messages shall be screened on the lenses with a material which will not crack or peel. The background or field around both messages shall be black. c. Each signal lens shall be equipped with a visor not less than seven inches in length, which encloses the top and both sides of the lens. D. Optically Limiting Signal Heads 1. Optically limiting signal heads shall meet all of the applicable requirements of Section A through Section B except as hereafter provided: a. Optically limiting signal heads shall permit the visibility zone of the indication to be determined optically. The field of light coverage vertically, laterally, and longitudinally shall be controllable within one degree of any axis, without the use of tunnel visors or louvers. The projected signal indication shall be visible or selectively veiled anywhere within 15 degrees of the optical axis. b. The signal section shall be provided with a rigid connection that permits tilting from at least nine degrees above to nine degrees below the horizontal while maintaining a common vertical line through couplers and conduit. Head assemblies shall be adaptable for mounting on conventional mounting fixtures or in combination with conventional signal sections. The signal section shall be capable of mounting and servicing with ordinary tools. c. The optical system shall include 120 volts, 150 watt, three prong sealed beam lamp with an average rated life of 6,000 hours with an integral reflector, and optical limiter -diffuser, an objective lens, and optical masking tape. i. The optical limiter -diffuser combination shall provide an imaging surface, at focus on the optical axis for objects 900 to 1,200 feet distance, and permit an effective veiling system to be selectively applied as determined by the desired visibility zone. The optical limiter shall be composed of heat resistant glass and provided with positive indexing means. SP -096041 Page 14 of 42 ii. The objective lens shall be a high resolution, planar incremental lens hermetically sealed with a flat laminate of weather resistant acrylic plastic. The visible signal indication shall be at least 10-3/4 inches in diameter for circular indications, and the visible arrow indication shall conform to the requirements of the Institute of Transportation Engineer's Standards. d. A voltage reducer shall be supplied to provide dimming of all the optically limiting signal lamps as the ambient light intensity drops below approximately three-foot candles. e. Each signal housing shall be constructed of die-cast aluminum conforming to the Institute of Transportation Engineer's alloy and tensile requirements and shall have a chromate preparatory treatment. The exterior of the signal -housing, lamp housing and mounting flange shall be finished with a high quality baked enamel prime and finished painted flat black. The lens holder and interior of the signal housing shall be optically flat black. I. Each signal lens shall be equipped with a visor, which encloses the top and both sides of the lens. The interior and exterior color shall be optical black. E. Mounting Assemblies 1. Mounting assemblies shall consist of 1-1/2 inch standard pipe and fittings. All members shall be so fabricated such that they provide plumb, symmetrical arrangement, and securely fabricated assemblies. Construction shall be such that all conductors are concealed within assemblies. Cable guides shall be used to support and protect conductors entering assembly through poles. All threads shall be coated with rust preventive paint during assembly. 2. Support brackets, trunnions, and fittings shall be made of cast aluminum, steel, or cast iron. Bracket parts except for stainless steel parts shall be given one prime coat of metal primer and two coats of high quality Black exterior enamel. 3. Mounting assemblies shall be watertight and all open segments of the fittings shall be plugged with an ornamental plug and a gasket. 4. Mast arm mounting brackets shall be furnished with a completely adjustable stainless steel strap around arm, malleable clamp casting, vertical support tube, top and bottom signal head support with set screws, bolts, hole with rubber grommet in mast arm, and all incidentals necessary for complete installation. 5. Brackets for mounting the signal head on top of a pedestal shall provide support for both the top and bottom of the signal head. F. Each signal shall be packed or crated separate and complete by itself. The outside of each package or crate shall clearly show the manufacturer, type, catalog number, Purchaser purchase order number and project. Mounting attachments may be shipped separate from the signals, but the boxes or crates shall be marked clearly with the same information as the signals. Mounting attachments of different types shall not be mixed in one box or crate. 2.06 - Traffic Signal LEDs ^2 A. LED Vehicle Signal Module = r :- 1. LED Vehicle Traffic Signal Modules shall comply with the latest_ revisign o(,th7 "Equipment and Material Standards of the Institute of Transportation d ngineChapter 2a: VTCSH Part 2: Light Emitting Diode (LED) Vehicle Signal Modules (Interim)' a" Note the following: a. "Section 5.5 Dimming (Optional)" is not required. b. "Section 5.8 Failed State Impedance (Optional)" is required. c. Compliance with all other sections of this standard is required. SP-MG41 Page 15 of 42 2.07 - Backplates A. Backplates shall be 0.125 inch thick thermoplastic and provide a minimum of a 5 inch black field around the assembly. Comers of the backplates shall be rounded with a 2V2 -inch radius. B. Backplates shall be supplied with attaching bolts or screws in sufficient quantity to securely hold the backplates to the signal heads. 2.08 - Aluminum Traffic Signal Pedestal A. The pedestal shaft shall be fabricated of aluminum tubing with a wall thickness of not less than 0.125 inches. Shaft shall have a brushed aluminum finish. B. The shaft shall be attached to a square cast -aluminum base with a handhole. The size of the handhole shall be at least 81/2 inches by 8%2 inches and equipped with a cover, which can be securely fastened to the base with the use of simple tools. A lug shall be provided near the handhole to permit connection of a #6 AWG grounding wire. C. The length of the pedestal, from the bottom of the base to the top of the shaft, shall be 10 feet. The top of the shaft shall have an outer diameter of 4%2 inches and shall be designed to receive a pole top mounting bracket to a traffic signal. Pedestrian heads shall be side -of -pole mounted. D. Pedestals shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. E. The pedestal base shall be designed to mount on four %-inch anchor bolts spaced evenly around a 12'/, -inch diameter bolt circle. 2.09 - Pedestrian Push Button Detectors A. Pedestrian push button detectors shall be of the direct push contact type without levers, handles or toggle switches. Each detector shall consist of a pressure activated non-moving button mounted in a durable case. The button shall have a two tone audible and visible momentary LED light. The button shall be entirely insulated from the case and operating button with terminals for making connections. The case shall have one outlet for %2 inch pipe. The operating button shall be made of brass or other non -rusting metal alloy and shall be of sturdy design. This button shall be weatherproof. The entire assembly shall be weathertight, secure against electrical shock and of such construction as to withstand contiguous hard usage. The contacts shall be normally open and no current flowing except.at thC-nioment of actuation. B. A saddle shall be provided if necessary to secure a rigid installation and neat tit. N C. Push button detectors shall be given one prime coat of metal primer and tvlo mats 04M quality black exterior enamel ';_ --.3 m 2.10 - Controllers • GJ A. General Design Requirements G 1. Purpose. It is the purpose of Section A of these specifications to set fo`Wh minimum design and functional requirements for all actuated controllers included in this specification. 2. Electrical Requirement a. Power i. Nominal Voltage and Current. The controller shall be designed to operate from a nominal 120 volt alternating current, 60 hertz power source. ii. Voltage and Current Ranges. The controller shall operate satisfactorily within a voltage range of 95 to 135 volts alternating current and a frequency range of 57 to 63 hertz. b. Controller Connections. NEMA Connection Requirement. The controller shall contain a circular twist lock type connector meeting the requirements of Part 3, SP -096041 Page 16 of 42 Section TS 1-3.05 "Pin Connections", paragraph A. NEMA Traffic Control Systems Standard TSI -1983. c. Overcurrent Protection. The controller shall contain a front panel mounted AC power input fuse of suitable size to provide over -current protection. d. Automatic Reorientation. In the event of a power interruption, the controller shall be capable of automatic reorientation upon power resumption and shall require no manual initiation or switching. 3. Consistency of Intervals. Minimum Requirements. The length of any interval or timing setting shall not change by more than +400 milliseconds from its set value, so long as the voltage and frequency of the power supply and the ambient temperature inside the controller cabinet remain within the tolerances specified in these specifications. 4. Interval Sequence a. General. The controller shall provide the proper intervals and interval sequence as required in the following section of these specifications. b. Required Interval Sequence. The phase and interval sequence shall be programmable to provide from two through eight phase dual ring operation with 4 overlaps as described in the latest revision of the NEMA Standards for traffic control systems. c. Skipping of Actuated Phases. If, prior to the end of the green interval of the terminating phase, neither vehicle nor pedestrian memory indicates a need for the next traffic phase, the intervals which comprise that phase shall be omitted from the interval sequence. However, once the green interval has been terminated, the phase causing the termination may not be omitted. This does not, however, preclude the use of recall switches which when in the "on" position, shall cause the phase to be displayed even though no detector actuations have been received. 5. Interval Setting and Functions a. Provision for Setting. The controller shall provide for the setting of each interval, portion of interval, or function by means of a positive setting on a keyboard. i. Keyboard entry shall have a user friendly interface such that in every case the meaning of a number being displayed shall be clearly evident without reference to the sequence of key strokes preceding the display and without reference to a manual or instruction sheet. The method of fording current data and of changing data shall be intuitive to the extent that little or no training is required and keystroke sequences do not need to be memorized except for security access codes. b. Location of Controls. The interval and function controls shall be located on the front of the controller and shall be properly designated as to the function each control performs. c. Required Intervals/Functions and Ranges. The required intervals, portions of intervals, and functions for each phase of operation are listed in Table 1. d. Interval and Function Indication Indication. Long life light emitting diode indications or approved equal shall be provided and appropriately labeled on the controller tp�; facilites the determination of operation and termination of the interva(a . arld 6tdctions contained therein. Indication shall include but not necessarily Elie -united to the . following: Phase(s) next Dwell gni Cli� Phase(s) in service Walk ' ' ! Initial interval Ped clear A Vehicle interval Force off 4� SP -096041 Page 17 of 42 Yellow change interval Hold Maximum termination Red clearance Gap termination ii. Call Indication. Indication shall be provided on the controller to display presence of vehicle call including memory and detector actuations and presence of a pedestrian call when pedestrian timing functions are included. TABLE 1 Functions and Timing to be Provided On Each Phase of Operation Minimum Initial Maximum Initial * Added Initial Per Actuation Passage Time Minimum Gap Time To Reduce to Minimum Gap Time Before Reduction Maximum 1 Maximum 2 Yellow Change Red Clearance Walk Pedestrian Clearance Red Revert (One Per Controller) Minimum Range (Sec.) Increment (Sec.) 1-99 1.0 0-99 1-99 1-99 0-9 0-9 0-99 0-99 3-9 * Maximum Initial may have fixed value of 30 Sec. 1.0 �sJ 0.1 W 1.0 1.0 I.0 0.1 0.1 1.0 1.0 1.0 e. Vehicle Recall Switch(s). A recall switch shall be provided for each actuated vehicle phase which, when asserted, shall cause the automatic return of the right-of-way to that phase in accordance with the specified interval sequence. f. Maximum Recall Switch(s). The recall switch(s) shall provide a maximum recall position which when asserted for a phase, shall cause the automatic return of the right-of-way to that phase for the duration of the maximum green interval in accordance with the specified interval sequence. g. Vehicle Detector Non -Lock Memory Switch(s). A switch shall be provided for each actuated vehicle phase which, when placed in the non -lock position, shall cause the vehicle detector memory circuit for that phase to be disabled. h. Pedestrian Recall Switch(s). A recall switch shall be provided for each actuated phase that includes pedestrian interval timing function, which when asserted, shall cause the automatic return of the controller to that phase and related pedestrian interval(s). i. Flashing of Pedestrian Clearance Interval Functions. Means shall be provided to control the flashing of pedestrian signals during the pedestrian clearance interval(s). 6. Signal Circuits. a. General. The controller shall be provided with suitable load switches, external to the controller, for closing and opening signal light circuits. Such shall be sufficient in quantity to provide the interval sequence as described in Subsection A.4.b, Section SP -096041 Page 18 of 42 2.10 of this specification. Solid state load switches will be required for solid state controllers. b. Closing and Opening of Circuits/Minimum Capacity. The closing or opening of signal circuits shall be positive without objectionable dark intervals, flickering of lights, or conflicting signal indications. Each switch shall have a capacity of not less than 10 amperes of incandescent lamp load at 120 volts AC. c. NEMA Triple Signal Load Switch(s). External jack mounted load switches shall be provided in accordance with Part 5, "Solid -State Load Switches", Sec. TS 1-5.01, NEMA Traffic Control Systems Standards, TS 1-1983. 7. Conflict Monitor Minimum Requirements. For actuated controllers of solid state design and construction or actuated controllers utilizing solid state load switches, a separate external signal monitoring device shall be provided to monitor the occurrence of conflicting Green or Walk indications and shall cause the signals to go into flashing operation should such conflicts be sensed. This shall conform to Part 6, NEMA TS1- 1983. The monitor shall have an LCD Screen. 8. Flashing of Signals. a. Minimum Requirements. Means external to the controller shall beprovided permit the substitution of flashing signal indications for the normal specified; inteNjill sequence. The indications to be flashed shall be as specified here orith the�included- interval sequence chart on the plans. All signals shall flash red. -� d i. Flashing Rate. Flashing shall be at the rate of not less than 50 nor'. tharf-01 flashes per minute with approximately 50% on and 50% off periods'Flashin%, rate shall not vary so long as the power source remains within the":ipeciffej limits. ii. Capacity. The operation of the flashing circuit shall be accomplished in such a manner as to avoid undue pitting or burning or other damage to load switches at 10 amperes of tungsten lamp load at 120 volts, 60 hertz AC for 50 million times. b. Control of Flasher Mode. i. Police panel switch. Operation of flash mode from police panel shall put operation of controller into Stop Time Mode. ii. Inside switch. An "auto -off -flash" mode switch shall be provided inside cabinet. c. Flashing of Vehicular Signals. Flashing of vehicular signal indications shall be obtained from one or more flashers, each of which is a self-contained device designed to plug into a panel in the controller cabinet. If the flashing is provided by two flashers, they shall be wired to assure that the flashing of all lenses on the same approach is simultaneous. d. Flashing of Pedestrian Signals (Pedestrian Clearance). When pedestrian interval timing functions are included, means shall be provided to permit flashing of the DONT WALK pedestrian signals during the pedestrian clearance interval. e. Solid State Flasher. A solid state flasher with no contact points or moving parts shall be provided. The solid state flasher shall utilize zero point switching. This shall conform to Part 8, NEMA Traffic Control Systems Standards, TSI -1983. 9. Manual Control. a. Manual Control Enable. When specified, manual commands shall place vehicle calls and pedestrian calls (when pedestrian timing is included in the controller's sequence of operation) on all phases, stop controller timing in all intervals except vehicle clearances, and inhibit the operation of the external advance input during vehicle clearance. b. Operation Without Pedestrian Timing. When concurrent pedestrian timing is not provided, one actuation of the interval advance input shall advance the controller to SP -096041 Page 19 of 42 Green rest, from which it will immediately select a phase next and advance to the Yellow Vehicle Clearance, subject to the constraints of concurrent timing c. Operation With Pedestrian Timing. When concurrent pedestrian service is provided, two sequential activations of the interval advance input shall be required to advance through a Green interval, the first actuation shall terminate the WALK interval, and the second shall terminate the GREEN interval including the Pedestrian Clearance Interval. d. Automatic Timing of Vehicle Change/Clearance Intervals. All Vehicle Change/Clearance Intervals shall be timed internally by the controller. Actuations of the interval advance input during Vehicle Change/Clearance intervals shall have no effect on the controller. 10. Stop Timing. a. Suitable input from auxiliary equipment or other external sources, shall cause cessation of controller timing during assertion of such input. Upon removal of such input assertion, the interrupted interval, which was timing, shall resume normal timing. Provisions shall be made to insure that there is no conflict between the various inputs to this function which would result in a stop time signal for one ring affecting the condition of the other ring. 11. Coordination a. Minimum Requirements. Means shall be provided within the controller to permit its interconnection into a coordinated traffic signal system when coordinating devices are added. As a minimum, this should include the provision of Yield circuit or Hold circuit, accessible to interruption by commands external to the controller. b. Hold Feature. The controller shall contain a Hold Feature which when asserted for a particular phase shall hold that phase in a rest condition. Upon release from the Hold, the phase shall immediately advance into the appropriate clearance lnjerval or other unexpired portion of the green, provided there is an actuatibu on anaapposing phase. 7- c. Force -Off Feature. The controller shall contain a Force -off F6atare which, when asserted shall cause termination of the current phase provided.Ip9iphds6 is iEVe extension portion. In no case shall assertion of force -off cause'terrilIDatio a clearance interval or during a minimum green for vehicles or pedestrjanC. d. NEMA Coordination Requirements. In addition to the minimum,coordinaiion requirements specified above, the controller shall contain the coordination features for the applicable configuration included in NEMA Traffic Control Systems Standard TS1-1983. e. Closed loop Compatibility. The controller shall be fully compatible with an Eagle Signal Company computer controlled signal system. It shall allow full use of all optional functions of that computer system. 12. Environmental and Testing. a. Minimum Requirements. i. General. The controller shall maintain all of its programmed functions and timing intervals when the ambient temperature and humidity are within the specified limits of this specification. ii. Ambient Temperature. The operating ambient temperature range shall be from -30 degrees to +165 degrees F. iii. Cooling/Heating Devices. No heating or cooling devices other than standard vent fan(s) shall be required for proper operation of the controller. iv. Humidity. The controller shall be designed to operate properly within a relative humidity range of 0 to 95% up to 110 degrees F. SP -096041 Page 20 of 42 b. NEMA Requirements. i. Environmental and Operating. The controller shall fulfill the environmental and operating requirements as described in Part 2, Section 1, "Environmental and Operating Standards", NEMA Standards TS1-1983. ii. Testing. The controller shall fulfill the testing requirements as described in Part 2, Section 3, "Test Procedures", NEMA Traffic Control Systems Standard TSl- 1983. 13. Cabinet. a. Basic Construction. The controller and all associated equipment shall be provided in weatherproof metal cabinet of clean-cut design and appearance. The controller cabinet must be large enough to accommodate a future master control unit (under separate contract, unless specified in the plans). The cabinet must be fiber ready. i. Construction Material. The cabinet shall be constructed of sheet or cast aluminum. ii. Door. A hinged door shall be provided permitting complete access to the interior of cabinet. When closed, the door shall fit closely to gasketing material, making the cabinet weather and dust resistant. The door shall be provided with a strong lock and key. The door shall be designed to be opened only with th"tandard controller cabinet key currently used by the City of Iowa City.ca sampl6key will be made available to the successful bidder. 1;1.1 ^r iii. Auxiliary Door. A small, hinged and gasketed "door-indoo11 lie. incl on the outside of the main controller door. The auxiliary duoE3hall-bot allow access to the controller, its associated equipment, or exposed"electric_abtei" but shall allow access to a small switch panel and compartment coittamt�w signal shutdown switch, a flash control switch, and other:specified-'fmctibils. The auxiliary door lock shall be equipped with a strong lock utilizing keys of a different design from those provided for the main cabinet door. The auxiliary door lock shall be designed to be opened only with the standard auxiliary door key used by the City of Iowa City. A sample key will be made available to the successful bidder. iv. Door Stop. The controller cabinet door shall be provided with a stop and catch arrangement to hold the door open at angles of both 90 degrees and 180 degrees, t 10 degrees. v. Mounting Shelves. The cabinet shall contain strong mounting table(s) or sliding way(s) to accommodate the mounting of the controller and all included auxiliary equipment. The mounting facilities shall permit the controller and/or auxiliary equipment to be withdrawn from the cabinet for inspection or maintenance without breaking any electrical connections or interrupting operation of the controller. vi. Mounting Screws. Screws used for mounting shelves or other mounting purposes shall not protrude beyond the outside wall of the cabinet. vii. Outlet and Lamp. An electrical outlet shall be furnished and located in an accessible place near the front of the cabinet and each cabinet shall be provided with LED cabinet lighting mounted in the cabinet in a manner which will provide adequate light to service all parts of the cabinet interior during nighttime hours. SP -096041 Page 21 of 42 viii.Size. The cabinet shall be of such size to adequately house the controller, all associated electrical devices and hardware, and other auxiliary equipment herein specified. ix. Mounting. The cabinet shall be arranged and equipped for concrete base mounting. Base should be flush with the ground and a riser installed. Sufficient galvanized anchor bolts, clamps, nuts, hardware, etc., as required for the specified mounting type shall be furnished with each cabinet. b. Ventilation. Two thermostatically controlled duct fan units with a minimum rating of 100 CFM in free air shall be installed in the cabinet to provide forced air ventilation through the cabinet. The fan unit shall be mounted to the inside top of the cabinet and shall be easily removed and replaced without having to dismantle any part of the cabinet or exhaust duct system. The thermostat controlling the fans shall be manually adjustable to tum on between 90 degrees F and 150 degrees F with a differential of not more than 10 degrees F between automatic turn -on and turn-off. The fans shall intake air through filtered vents located near the bottom of the cabinet or cabinet door and exhaust it through a weather-proof, screened duct located near the top of the cabinet. Fiberglass type dry filters shall be used to cover the air intakes into the cabinet. These filters shall be easily removed and replaced and be of standard dimensions commercially available. The filters shall be provided with positive retainment on all sides to prevent warpage and entry of foreign matter around the edges. c. Connecting Cables, Wiring and Panels. i. Connecting cables. Electrical connections from the controller (and auxiliary devices when included) to outgoing and incoming circuits shall be made in such a manner that the controller (or auxiliary device) can be replaced with a similar unit, without the necessity of disconnecting and reconnecting the individual wires leading therefrom. This can be accomplished by means of a multiple plug, a spring -connected mounting or approved equivalent arrangement. Correlation shall be made with connecting cable plug and controller jack as described in Subsection A.2.b., Section 2.10 of this specification. In addition to the above, a mating plug/cable assembly shall be provided for all connectors on the controller (or auxiliary device). ii. Panels and Wiring. Each cabinet shall be furnished with suitable, easily accessible wiring panel(s). All panel wiring shall be neatly arranged and firm. a) Wiring Terminals. Terminals shall be provided, as a minimum, for the following: Terminal with N.E.C. cartridge fuse receptacle, fuse, power line swig or magnetic circuit breaker, with integral power line switch, for'4iS inc6ming power line. Terminal, unfused, for the neutral side of the incoming po_Liflme. Terminals and bases for signal load switches, and outgoin al €kId y circuits. ^ -J Terminals and bases for signal flasher and outgoing signai=fi�d c�; uitsf'77 Terminals for detector cables. -' Terminals for all required auxiliary equipment. Terminals for all conflict monitor inputs and outputs. Terminals for all NEMA defined inputs and outputs Terminals for all inputs and outputs defined by the controller manufacturer which may be in addition to the NEMA defined inputs and outputs. b) Clearance Between Terminals. Adequate electrical clearance shall be provided between terminals. The controller, auxiliary equipment, panel(s), SP -096041 Page 22 of 42 terminals and other accessories shall be so arranged within the cabinet that they will facilitate the entrance and connection of incoming conductors. c) Signal Circuit Polarity. The outgoing signal circuits shall be of the same polarity as the line side of the power service; the common return of the same polarity as the grounded side of the power service. d) Grounding Conductor Bus. An equipment grounding conductor bus shall be provided in each cabinet. The bus shall be grounded to the cabinet in an approved manner. d. Fusing and Surge Protection. i. Incoming AC Line. Suitable overcurrent protection, utilizing one of the methods described in Subsection A.I3.c.ii, Section 2.10, shall be provided. ii. Branch AC Circuits. Suitable overcurrent protection devices shall be provided for each of the following AC power line input circuits: a) Controller mechanism b) Cabinet fan c c) Conflict monitor d) Detector amplifiers n w e) Flash transfer �� iii. Light & Outlet Fuse. A 15 ampere fuse and indicating type offuse hoYder, dvitdd in advance of the main circuit breaker for protection of the AC power '" t circuits to the cabinet light and the convenience duplex`feceptaele shall be provided. The Cabinet light shall be a goose neck type. `1 iv. Surge Protection. High energy transient surge protection shall be provided on the incoming AC power lines in order to minimize potential controller damage. This shall be a gas discharge lightning arrestor - 200-400 volts. A second such device shall be provided on the AC power line to the controller unit. e. Painting. The cabinet shall be natural, unfinished aluminum. All mounting attachments shall be natural, unfinished aluminum or finished with two coats of high grade aluminum colored paint. f. Plastic Envelope. A heavy-duty clear plastic envelope shall be securely attached to the inside wall of the cabinet door. Minimum dimensions shall be 11 inches wide x 14 inches deep. g. Cabinet shall have a battery back system with an automatic transfer switch. The unit shall run or flash the signals. Batteries and UPS shall be mounted in a small side mount cabinet. 14. Guarantee. The equipment furnished shall be new, of the latest model fabricated in a first-class workmanlike manner from good quality material. The manufacturer shall replace free of charge to the purchaser any part that fails in any manner by reason of defective material or workmanship within a period of 18 months from date of shipment from the supplier's factory, but not to exceed one year from the date that the equipment was placed in operation after installation. 15. Wiring Diagrams and Documentation One documentation package shall be supplied in each controller cabinet and three additional copies will be supplied for office use. Each package will consist of the following list of items for the cabinet and load facility and for each model of controller, conflict monitor, load switch, and flasher. a. Complete schematic diagram, accurate and current for unit supplied. b. Complete physical description of unit. c. Complete installation procedure for unit. d. Specifications and assembly procedure for any attached or associated equipment SP -096041 Page 23 of 42 required for operation. e. Complete maintenance and troubleshooting procedures. f Warranty and guarantee on unit, if any. g. Complete performance specifications (both electrical and mechanical) on unit. h. Complete parts list - listing full names of vendors and parts not identified by universal part numbers such as JEDEC, RETMA, or EIA. L Pictorial of components layout on chassis or circuit boards. j. Complete stage -by -stage explanation of circuit theory and operation. B. Multi -Phase Traffic Actuated Controllers 1. Purpose. It is the purpose of this section of the specifications to set forth minimum design and operating requirements for multi -phase (two through eight phase) traffic actuated traffic signal controllers. 2. General Design Requirements. The General Design Requirements of this specification shall apply in addition to certain design, operational and functional requirements hereinafter described. a. NEMA Design Requirements. The controller shall be designed in accordance with the applicable requirements, included in NEMA Traffic Control System Standard TSI -1983. b. Controller Interchangeability. Interchangeability of controllers fumishe6uhder this specification shall be achieved by connector plug interchangeability as designatett Part 3, NEMA Traffic Control Systems Standard TSI -1983. c. Maximum Controller Dimensions. The controller shall be no mote-lhaii 39 inches wide, 13 inches high and 1 I inches deep. 3. Operational Requirements. vl a. Mode of Operation. The controller shall provide the multi -phase -operation. described in Subsections 1 and 2 of this section of the specification and shall be fillty actuated with means of receiving actuations on all phases. The traffic signal controller shall be capable of Volume Density operation. The controller shall have variable initial and time waiting gap reduction features. The controller shall also have dual maximum extension capability. b. The controller shall also permit a non -actuated mode of operation on any of its phases by assertion of the vehicle recall function (or pedestrian recall fimction when such function is present) on the desired phase. c. Call to Non -Actuated Mode. The controller shall feature an input which, when asserted, shall permit the selection of non -actuated mode of operation on any of its phases. d. Operation With Auxiliary Functions/Devices. The controller shall be capable of having its basic operation expanded or augmented by the addition of auxiliary functions or devices. e. Minimum Green i. Actuated Phase. The minimum green shall consist of an initial portion Only, or a separately set Minimum Green function. If pedestrian functions are provided and a pedestrian actuation is received, the Minimum Green shall consist of a WALK interval plus a Pedestrian Clearance interval. ii. Non -Actuated Phase. In the non -actuated mode of operation, the Minimum Green on the non -actuated phase shall be equal to the values described for Actuated Phases in the preceding paragraphs or shall be equal to a separately set Minimum Green function. f. Unit Extension. The actuation of a vehicle detector during the extendible portion of an actuated traffic phase having the right-of-way shall cause the retention of right-of- SP -096041 Page 24 of 42 way by that traffic phase for one Unit Extension portion fi-om the end of the actuation but subject to the Maximum (extension limit). g. Maximum (Extension Limit). The Maximum or extension limit shall determine the maximum duration of time the right-of-way can be extended for a phase having successive detector actuations spaced less than a Unit Extension portion apart. h. Initiation of Maximum (Extension Limit). The timing of the Maximum or extension limit shall commence (1) with the first actuation or other demand for right-of-way on a traffic phase not having the right -0& -way or (2) at the beginning of the Green interval if an actuation or other demand for right-of-way has been previously registered on a traffic phase not having the right-of-way or, alternatively, the Maximum may commence at the end of the initial portion of the Green interval if an actuation or other demand has been previously registered on a traffic phase not having the right -0f --way. i. Transfer of Right -of -Way. The actuation of any detector on a traffic phase not having the right-of-way shall cause the transfer of the right-of-way to that traffic phase at the next opportunity in the normal phase sequence provided that there has been an expiration of a Unit Extension portion with no continuing actuation or an expiration of the Maximum (extension limit) timing on the preceding phase having the right -of- way. j. Change Clearance Interval(s) Prior to Transfer. The transfer of right-of-way to any conflicting phase shall occur only after the display of the appropriate change clearance interval(s). k. Rest in Absence of Actuation. i. Minimum Rest. In the absence of detector actuation or assertion rof recall switch(s), the right-of-way indication shall remain (rest) on tlfe traffic lhase on which the last actuation occurred. ii. Rest in All -Red. In the absence of detector actuation or FiSsattio4'of recall, switch(s), the controller, after display of the appropriate cleai%jjgC infetval(4 6771 the last phase having the right-of-way, shall rest in Red.+`(and_ .associ'a* Pedestrian DONT WALK indications) on all phases until de*or acMations,afe received. 1. Memory Feature. Unless precluded by the operation of non -memory feature, the following memory retention shall be provided in the controller. i. Memory Change During Clearance Interval(s). An actuation received during a change clearance interval for a traffic phase shall cause the right -0f --way to return to that phase at the next opportunity in the normal phase sequence. ii. Memory If Phase Terminated by Maximum (Extension Limit). If the right-of- way is transferred by the operation of the Maximum or extension limit, the traffic phase losing the right -0f --way shall again receive it without further actuation at the next opportunity in the normal phase sequence. in. Pedestrian Timing Operation. When pedestrian timing functions are specified in the General Design Requirements of this specification, the following pedestrian function operation shall be provided. i. Pedestrian Timing With Non -Actuated Phase. In the non -actuated mode of operation, a WALK interval shall be provided simultaneously with the associated Minimum Green interval of the non -actuated phase. A flashing DONT WALK Pedestrian Clearance Interval shall follow the WALK interval, during which the Green traffic phase continues to be displayed. ii. Pedestrian Timing With Actuated Phase. When pedestrian actuation is received, a WALK interval shall be provided concurrently with the associated Green SP -096041 Page 25 of 42 traffic phase interval. A flashing DONT WALK Pedestrian Clearance interval shall follow the WALK interval during which the Green traffic phase continues to be displayed. iii. Condition in Absence of Pedestrian Call. In absence of pedestrian actuation or assertion of pedestrian recall function, pedestrian signals shall remain in a DONT WALK condition. iv. Recycle of Pedestrian Functions. In the absence of opposing phase demand, it shall be possible to recycle the pedestrian interval functions to succeeding pedestrian actuations without change in vehicle indications. v. Pedestrian Actuation Memory. Pedestrian actuations received by a phase during steady or flashing DONT WALK indications of that phase shall be remembered and shall cause the controller to provide pedestrian timing functions for that phase at the next opportunity in the normal phase sequence. vi. Non -extension of Pedestrian Intervals. Successive pedestrian actuations shall not cause extension of the pedestrian intervals. n. Advanced Operational Features. When certain advanced operational ;Matures are specified in the General Design Requirements of this specificati6d, the: contr�r shall provide the following operation. i. Volume Density Operation. --- n r' r— a) Variable Initial. Utilizing the specified mode selec&e -to OrbvidJMs function, the controller shall enable an increase in timing of .the lard portion of the Green interval of a phase based upon the, number of traffic actuations stored on that phase during its YELLOW and RED interval. b) Time Waiting Gap Reduction. Utilizing the functions specified, the controller shall enable a reduction in the Extension portion of the Green interval of the phase having the right-of-way in proportion to the time elapsed from the registration of an actuation on an opposing phase or from the beginning of the Green interval, whichever occurs later. ii. Dual Maximum (Extension Limit) Operation. Assertion by external command for the operation of a Maximum II function for a phase shall cause the controller to provide the timing value for that function in lieu of the normal maximum value. o. NEMA Operational Requirements. In addition to the basic operational requirements specified above, the controller shall provide the operational features for the applicable configuration included in the NEMA Traffic Control Systems Standard TSI -1983. 4. Functional Requirements. a. Basic Functional Requirements. Functional requirements for the multi -phase traffic actuated controller shall be as specified in the General Design Requirements of these specifications. b. NEMA Functional Requirements. In addition to the basic functional requirements specified above, the controller shall provide the functional features for the applicable configuration, included in the NEMA Traffic Control Systems Standard TSI -1983. c. Overlaps. When required by the interval sequence chart in the General Design Requirements of these specifications, overlap(s) shall be provided by the controller and may be implemented via internal or external logic. 5. Enhanced operation. a. Preemption. A minimum of two preemption inputs shall be provided. These shall be designed for railroad or emergency vehicle preemption and shall provide the ability to set the delay before start of preempt sequence and the duration of the preempt SP -096041 Page 26 of 42 sequence. It shall also be possible to define the status of each phase as red, green, flashing yellow, or flashing red during the preemption period and to provide an orderly transition into and out of the preemption period. b. Coordination. The controller shall be capable of emulating a 3 dial/3 split/3 offset pretimed controller coordinated with a 9 wire interconnect system. c. Time Base Functions. The controller shall have the capability to provide internal time based coordination. In addition it must provide a minimum of two auxiliary outputs controlled by the time base coordination which can be fully programmed on a time basis to control external devices on a cycle by cycle, time of day, day of week, and/or holiday schedule on an annual basis. 6. Remote Flash. A remote flash input is required which will provide for the remote implementation of flashing operation consistent with the requirements of the MUTCD. This shall include a means of programming a "Flash Entry Phase land i�lash Exit Phase." �17 2.11- Inductive Loop Vehicle Detector < — O -- w A. Design Requirements m 1. Operation a. General c The detectors shall be designed to operate with loop and lead-in wire combinations having a wide variation in electrical characteristics. The electrical characteristics are a function of the length and width of the loop, the length and type of lead-in wires, and other factors. The detector shall operate with the usual configurations of loops and lead-in wires, standard with the Department, which have a 40 to 700 mierohenry total inductance. The detector shall provide reliable detection and maintain an output indication for a period of not less than three (3) minutes for a vehicle that causes a 0.02% change in the total inductance of the loop and lead-in system as measured at the detector loop input terminals. The detector shall provide operation as above with a loop system having any or all of the following characteristics: L A shunting resistance of 10,000 ohms or greater to a common or circuit ground bus. ii. A loop system quality factor (Q) of not less than 5.0, when connected to the detector being tested. Q is defined as the ratio of the resonant operating frequency over the half -power bandwidth. iii. A total or equivalent inductance within the range of 40 to 700 microhenries at the detector loop input terminals. A sensitivity adjustment or selector shall be provided to allow selection of a high, medium or low sensitivity adjustment. b. Loop Energizing and Detector Sensing Circuits. The detector shall provide reliable detection of licensed motor vehicles. The detector shall provide an input (switch closure) only when vehicles are passing or stopped over the loop and shall detect all vehicles passing over the loop at speeds up to 80 miles per hour. i. Tum on. When fust turned on, while tuning or being tuned, the detector shall provide a continuous output pulse (switch closure), plus a visual indication, in both the presence and pulse modes of operation. On power failure, or loop failure that would cause the inductance to exceed the tuning range, the detector must place a continuous call. ii. Frequency. To prevent mutual interference "crosstalk", the detectors shall be provided with a three position frequency mode switch on the front panel. iii. Automatic Tuning. The detector shall be designed to be initially tuned to the loop and provide for automatic drift compensation. SP -096041 Page 27 of 42 iv. Weather. The operation of the detector shall not be affected by changes in the inductance of the loop caused by environmental changes, such as rain, hail, snow, temperature humidity, nor shall the sensitivity be markedly affected. c. Accuracy. The detector shall be able to detect all licensed vehicles, including motorcycles, accurately. 2. Detector Output. The detector output (switch closure) to the associated traffic control equipment shall be provided by means of a relay. The relay shall have a mechanical life of at least 1,000,000 operations. The contacts shall have a rating of at least 1.0 ampere at 120 volts AC or DC. 3. Power Supply. The detector shall be designed to operate on a 110 commercial 60 -hertz power line over a voltage range of 100-125 volts. The primary of the power supply transformer shall be fused with a 1/4 inch diameter, 1 1/4 inches long, 250 volt fuse of suitable current rating. An extractor -post fuse -holder shall be provided. The fuse rating shall be marked by the fuse -holder. z 4. Visual Indicator. A long life light emitting diode shall be used to provtde a visual indication of each vehicle detection. Lamps shall be easily replaceable withoui the o f tools. The indication must be readily visible in the direct sunlight—,All indtoator'li' shall have a minimum design life of 20,000 hours at rated voltage-unlessl- Olf OFF switch is provided to control the lights. If an ON-OFF switch is provided, the de9iggof the lights need be only 1,000 hours at rated voltage. j 5. Dielectric Strength. The detector shall withstand a dielectric strength test of -j,250 volts, 60 hertz per second, AC applied between the 120 VAC line -supply circuit and the terminals for the external loop for a period of one minute 6. Interchangeability and Design Life. All modules and components of the same type shall be interchangeable. The design life of all components, under conditions of normal operation, shall not be less than five years. 7. Delay Call. The detector, when specified on the bid form, to have a "Delayed Call" feature, shall be capable of ignoring a vehicle actuation unless it persists for more than a predetermined period of time. The predetermined time shall be adjustable from 0 to 25 second minimum on the front panel. The "Delayed Call" feature shall be inoperative during the green interval for the phase related to the amplifier. B. Enclosure 1. General. A dustproof, metal enclosure shall be provided to enclose all electrical parts of the detector. The enclosure shall be designed for placement on a shelf in a weatherproof field cabinet. The detector shall not be position sensitive. 2. Detector Units. Detector units shall be designed for use with loop combinations (two to four loops) in series or parallel or series -parallel). The detector model shall have a visual indication of a call and will not require external equipment for tuning or adjustment. 3. Size. A small size enclosure and the ability to stack the enclosures, one on top of another, is desirable. Single detector units shall not be larger than 6 inches by 3 inches by 8 inches deep. 4. Marking. Each detector shall be marked with the manufacturer's name, model, catalog, or type number, and serial number. The electrical input rating (voltage, frequency, and wattage) shall be included in the marking. C. Input/Output Receptacle Function Assignment. Input and output connections for the detector shall be made to a type MS-3102-A184P box receptacle with 10 male contacts. A plastic cover shall be provided on the receptacle. The pin positions of the input/output connector shall be assigned as follows: SP -096041 Page 28 of 42 2. Plug and Cable. A plug, type MS -3108-B with type 18 -IS insert, with 10 female contacts shall be furnished, wired, leads of #18 AWG stranded, color -coded wire with 300 volt insulation. A type MS -3057-10 cable clamp and boot shall be provided for strain relief. The leads shall be 5' 0" in length, the first 16 inches of leads, from the plug, shall be enclosed in cotton braiding. No terminals are required on the leads. D. Components 1. Inductors and Transformers. All inductors and transformers shall have their windings insulated and shall be impregnated to exclude moisture. All wire leads shall be color coded. 2. Resistors and Capacitors. All resistors and capacitors shall be insulated and shall be marked with their resistance or capacitance value. Resistance and capacitance values may be indicated by the Radio Electronics Television Manufacturer's Association (RETMA) color codes. All electrolytic capacitors shall be marked to indicate polarity and voltage. 3. Printed -Circuit boards. All printed -circuit boards shall be at least 1/16 inch thick and shall be made of glass -cloth silicone. National Electric Manufacturer's Association (NEMA) type G-10 glass epoxy or equivalent. The conductor material shall be copper, 0.0027 inch thick, having a weight of 2.0 ounces per square foot, with a protective solder coating. All printed -circuit board connectors (male and female) shall be gold plated over the copper base. The printed circuit -boards shall be securely mounted in such a way as to prevent flexing or bending of the boards, and shall be easily removable for servicing or replacement. 4. Wiring. All interconnecting wire shall be insulated #22 AWG or larger, suitable for 180 degrees F operation. 5. Solid State Circuitry a. Components. Transistors, integrated circuits, or semi -conductor diodes shall be used for all amplifying, detecting, rectifying, counting logic, and regulator circuits. No vacuum or gas tubes shall be used except for pilot lights. Transistors, integrated circuits, and diodes shall be marked with their type number and shall be types listed by the Radio Electronics Television Manufacturer's Association (RETMA). No electromechanical timers, synchronous motors, or relays shall be employed, except as specified in Section 1-13. b. Proprietary parts. All electronic and electrical components must be of standard manufacture and available from a source other than the manufacturer of the loop detector unit. N L� Pin No. Function ry A 120 VAC (-) Z,z C� ' a r� B Output Relay Common C 120 VAC D Input from Loop E r -n -a M E Input from Loop 0F Output Relay N.O. G) G Output Relay N.C. X_ H Chassis Ground I Spare J Spare 2. Plug and Cable. A plug, type MS -3108-B with type 18 -IS insert, with 10 female contacts shall be furnished, wired, leads of #18 AWG stranded, color -coded wire with 300 volt insulation. A type MS -3057-10 cable clamp and boot shall be provided for strain relief. The leads shall be 5' 0" in length, the first 16 inches of leads, from the plug, shall be enclosed in cotton braiding. No terminals are required on the leads. D. Components 1. Inductors and Transformers. All inductors and transformers shall have their windings insulated and shall be impregnated to exclude moisture. All wire leads shall be color coded. 2. Resistors and Capacitors. All resistors and capacitors shall be insulated and shall be marked with their resistance or capacitance value. Resistance and capacitance values may be indicated by the Radio Electronics Television Manufacturer's Association (RETMA) color codes. All electrolytic capacitors shall be marked to indicate polarity and voltage. 3. Printed -Circuit boards. All printed -circuit boards shall be at least 1/16 inch thick and shall be made of glass -cloth silicone. National Electric Manufacturer's Association (NEMA) type G-10 glass epoxy or equivalent. The conductor material shall be copper, 0.0027 inch thick, having a weight of 2.0 ounces per square foot, with a protective solder coating. All printed -circuit board connectors (male and female) shall be gold plated over the copper base. The printed circuit -boards shall be securely mounted in such a way as to prevent flexing or bending of the boards, and shall be easily removable for servicing or replacement. 4. Wiring. All interconnecting wire shall be insulated #22 AWG or larger, suitable for 180 degrees F operation. 5. Solid State Circuitry a. Components. Transistors, integrated circuits, or semi -conductor diodes shall be used for all amplifying, detecting, rectifying, counting logic, and regulator circuits. No vacuum or gas tubes shall be used except for pilot lights. Transistors, integrated circuits, and diodes shall be marked with their type number and shall be types listed by the Radio Electronics Television Manufacturer's Association (RETMA). No electromechanical timers, synchronous motors, or relays shall be employed, except as specified in Section 1-13. b. Proprietary parts. All electronic and electrical components must be of standard manufacture and available from a source other than the manufacturer of the loop detector unit. SP -096041 Page 29 of 42 6. Temperature. The temperature of components shall not cause any appreciable reduction in component life when the detector is operated in an ambient temperature from 20 degrees to 180 degrees F. E. Workmanship 1. The enclosure and all modules shall be fabricated, assembled, and wired in a workmanlike manner. F. Documentation Contents. A documentation package shall be supplied in each controller cabinet for the inductive loop vehicle detectors which shall consist of the following: a. Complete schematic diagram, accurate and current for unit supplied. b. Complete physical description of unit. c. Complete installation procedure for unit. d. Loop specifications and loop assembly procedure. e. Complete maintenance and troubleshooting procedures. f. Warranty and guarantee on unit, if any. g. Complete performance specifications (both electrical and mechanical) on unit. h. Complete parts list - listing full names of vendors and parts not identified by universal part numbers such as JEDEC, RETMA, or EIA. i. Pictorial of components layout on chassis or circuit boards. j. Complete stage -by -stage explanation of circuit theory and operation. 2. Number of copies. At least three full documentation packages for each detector sensing unit model shall be supplied to the ENGINEER. 2.12 - Equipment And Materials A. Equipment and materials shall be of new stock unless the plans provide for the use of existing equipment, or equipment furnished by others. New equipment and materials shall be the product of reputable manufacturers of electrical equipment and shall meet the approval of the ENGINEER. 0 SP -096041 Page 30 of 42 PART 3 EXECU7 3.01 - General A. The CONTRACTOR shall furnish and install all equipment and materials necessary for a complete and operative signal installation as shown on the plans and described in the Contract Documents. B. The CONTRACTOR shall be a licensed electrical contractor in accordance with City Ordinance and adherence to local Building Code shall be met. C. CONTRACTOR Qualifications Trained and experienced personnel shall supervise the fiber optic cable installation. Qualified technicians shall make the cable terminations and splices. The CONTRACTOR upon request of the ENGINEER shall provide documentation of qualifications and experience for fiber optic equipment installations. The ENGINEER shall determine if the CONTRACTOR is qualified to perform this work. The CONTRACTOR Gall ha0z attended a certified fiber optic training class mandated by the specifications prior to stating work e "1 D. The CONTRACTOR will be responsible for incidental sidewalk removal amid re�lacegiea'i necessary to complete the signal construction. All waste material a ;debris shah be disposed of at a sanitary landfill at the CONTRACTOR's expense. ` E. All incidental parts which are not shown on the plans or specified herein; -.and. which -..a& necessary to complete the traffic signal, or electrical systems, shall be famished and installed as though such parts were shown on the plans or specified herein. All systeia3 shall be complete and in operation to the satisfaction of the OWNER at the time of completion of the work. F. The CONTRACTOR shall perform all work required and famish all labor, materials, equipment, tools, transportation and supplies necessary to complete the work in accordance with the Contract Documents. The ENGINEER or his representative shall have full freedom to observe all phases of the work performed by the CONTRACTOR and to discuss all matters dealing with the quality and progress of the work. G. The Standard Specifications for Highway and Bridge Construction, current Series, Iowa Department of Transportation, as modified by these contract documents shall apply to this Special Provision. The above specifications are referred to as the Standard Specifications. Part 1 of the Standard Specifications shall not apply to this section. 1. The following Iowa Department of Transportation Supplemental Specifications shall also be considered a part of these Special Provisions. a. Specification 5025 b. Supplemental Specification for Traffic Controls for Street and Highway Construction and Maintenance Operations, March 26, 1991. c. Specification 5040 d. General Supplemental Specification for Construction Projects, January 7, 1992. H. The installation of the signals and signs shall be in conformance with the "Manual of Uniform Traffic Control Devices for Streets and Highways", 2009 edition, latest revision. I. The video detection system shall be installed as recommended by the supplier and as documented in installation materials provided by the supplier. J. Miscellaneous Equipment The CONTRACTOR shall furnish and install all necessary miscellaneous connectors and equipment to make a complete and operating installation in accordance with the plans, standard sheets, standard specifications, special provisions, and accepted good practice of the industry. SP -096041 Page 31 of 42 3.02 - Qualifications, Service Calls, and Warranty A. CONTRACTOR's personnel are required to be knowledgeable of the traffic signal controller operation and wiring. Controller manuals and wiring schematics will be provided to the CONTRACTOR for his use on the project. These documents must be returned undamaged at the end of the project. B. The Traffic Engineering Department will provide part-time observation of the CONTRACTOR's work. The Department's representative will be available during normal working hours (7:00 A.M.-3:30 P.M.) to review the CONTRACTOR's work. CONTRACTOR shall provide four hours advance notice to the Department for review of the work. Any service calls or review of the CONTRACTOR's work outside of the Department's normal working hours will be billed to the CONTRACTOR. C. The Traffic Engineering Department will continue to provide service call maintenance during the project. If it is determined that the malfunction was cauW by the CONTRACTOR's work, then the CONTRACTOR will be billed for the materialSoabor, and equipment required to correct the malfunction and/or damage. D. The CONTRACTOR shall guarantee all his work against defects due to poor w"lonapmup or materials as specified in the Contract Documents. 3.03 - Concrete Bases For Poles And Controller A. Concrete bases for poles and controllers shall conform to the plans and Section 2403 0£ the Iowa DOT Standard Specifications. B. Excavations for bases shall be made in a neat and workmanlike manner. Whenever the excavation is irregular, forms shall be used to provide the proper dimensions of the foundations below grade. Construction of the bases may require hand excavation to verify location of utilities. C. The material for the forms shall be of sufficient thickness to prevent warping or other deflections from the specified pattern. The forms shall be set level and means shall be provided for holding them rigidly in place while the concrete is being placed. When located in a continuous sidewalk area, the top of the pole bases shall be set flush with the sidewalk or pavement surface. D. All reinforcing bars, conduits, ground rods, and anchor bolts shall be installed rigidly in place before concrete is placed in the forms. Cap and protect conduit ends before placing concrete. E. Anchor bolts for the signal poles or the controller shall be set in place by means of a template constructed to space the anchor bolts in accordance with the manufacturer's requirements. The top of the bolts shall not vary more than 1/4 inch. The center of the template and the center of the concrete base shall coincide unless the ENGINEER directs otherwise. F. The top of the base shall be finished level and the top edges shall be rounded with an edger having a radius of 1/2 inch. The exposed surface of the base shall have a wood floated surface finish. Exposed concrete surfaces shall be cured using white -pigmented curing compound or plastic film meeting the requirements of Article 4106.02 of the Iowa DOT Standard Specifications. G. The bottom of the foundations and bases shall rest securely on firm undisturbed ground. Where the foundation or base cannot be constructed as shown on the plans because of an obstruction, the CONTRACTOR shall use other effective methods of supporting the pole as may be designated by the ENGINEER. H. After the concrete is placed in the form, it shall be vibrated with a high -frequency vibrator to eliminate all voids. I. After the foundation or base has been poured, absolutely no modification of any sort may be made. If the anchor bolts, conduit, or any part of the foundation or base is installed in an incorrect manner as determined by the ENGINEER, the entire foundation or base shall be SP -096041 Page 32 of 42 removed and a new foundation or base installed. The CONTRACTOR shall bear all costs of replacing work deemed unsatisfactory by the ENGINEER. J. Unless otherwise specified, anchor bolts for poles where arms are to be perpendicular to the centerline of the street shall be installed so that a line through the center of one anchor bolt farthest from the curb and extended through the center of the adjacent anchor bolt closest to the curb will be perpendicular to the centerline of the street to within two degrees of arc unless otherwise specified. K. Prior to setting poles, the anchor bolts shall be covered in such a manner as to protect them against damage and to protect the public from possible injury. L. Each base location shall be approved by the ENGINEER prior to construction. Base dimensions shown on the plans are minimum dimensions and based on stable soil conditions. Should extremely loose or sandy soil be encountered, the CONTRACTOR shall contact the ENGINEER for necessary base alterations. M. Where shown on the plans, the CONTRACTOR shall remove the top of existing mast arm footings, anchor bolts, and conduits to 36" below the existing top of curb or edge of pavement elevation. Waste materials shall be removed from the site and d4osed in accordance with local regulations. Backfilling for the removal shall be-perfo4ed with mechanical compaction equipment meeting the requirements for backfiieU6 conduit. upper 6" of the removal area, if outside the proposed pavement, shall be:4caed w nh black dirt. ? — -- -q 3.04 - Handholes A. Handholes shall be either built in place in an excavation made in a neat w6ilaxanl> e mariltel or shall be a precast unit conforming to the requirements of the plans. B. When the use of forms is required, they shall be set level and of sufficient thickness to prevent warping or other deflections from the specified pattern. A means shall be provided for holding them rigidly in place while the concrete is being placed. C. The ends of all conduit leading into round 24" concrete handholes shall fit approximately 2 inches beyond the inside walls. A drain conforming to the dimensions shown on the plans shall be constructed in the bottom of concrete handholes unless otherwise specified. D. Frames and covers for handholes shall be set flush with the sidewalk or pavement surface. When installed in an earth shoulder away from the pavement edge, the top surface of the handhole shall be approximately one inch above the surface of ground. When constructed in unpaved driveways, the top surface of the handhole shall be level with the surface of the driveway. E. All conduit openings in the handholes shall be sealed with an approved sealing compound after the cables are in place. This compound shall be a readily workable soft plastic. It shall be workable at temperatures as low as 30 degrees F, and shall not melt or run at temperatures as high as 300 degrees. F. Precast polymer concrete and plastic loop handhole construction shall meet the requirements of the details shown in the plans. A drain conforming to the dimensions shown on the plans shall be constructed in the bottom of polymer concrete handholes unless otherwise specified. G. Grout conduit access after installing conduit. H. Install galvanized cable hooks if not precast with 24" round concrete handholes. 3.05 - Conduit A. Conduit shall be placed as shown on the plans. B. Unless approved by the ENGINEER, conduit shall be installed without change in direction directly from one structure to another. Change in direction may be allowed for physical restrictions such as right-of-way restrictions, utilities, location of roadway slopes, retrofitting existing conduit stubs, and certain short sections of conduits. SP -096041 Page 33 of 42 C. Rigid Steel Conduit 1. Nipples shall be used to eliminate cutting and threading of rigid steel conduit where short lengths of conduit are required. Where it is necessary to cut and thread steel conduit, exposed threads will be field galvanized. 2. All conduit and fittings shall be free from burrs and rough places. Standard manufactured elbows, nipples, tees, reducers, bends, couplings, union, etc. of the same materials and treatment as the straight conduit pipe shall be tightly connected to the conduit. 3. All conduit ends shall be provided with a bushing to protect the cable from abrasion, except for open ends of conduit being placed for future use. Bushings for rigid steel conduit shall have grounding fittings which shall be connected to the grounding system by a #6 ground wire as contained in these specifications. 4. All rigid steel conduit placed for future use shall be threaded and capped with threaded metal pipe caps. 5. All conduits shall drain, except for specific locations approved by the IIGINEER. CONTRACTOR will not be allowed to bend conduits upward to a666pipliabdhe ceq*it clearances shown on the 24" round handhole details. D. PVC and HDPE Conduit —� c w 1. Provide pull tape in each conduit in each segment of the route. Secdr�pull_tape tS ct plug at each end.' GJ 2. Conduit shall extend into handholes and turn up if HDPE conduit. Sed detailed drawings for handhole installation. —J 3. Conduit shall be installed using the industry standard installation equipment and methods. 4. A site survey of the installation of the conduit shall be made by the Contractor prior to beginning work. 5. Cut conduit square using a saw or pipe cutter; de -burr cut ends. 6. Conduit shall be field joined by either fusion methods or mechanical couplings. Use only those mechanical couplings specified. As -built markups shall reflect the station number of coupled joints. 7. Plug both ends of unused conduit using approved duct plugs. Protect installed conduit against entrance of dirt and moisture before and after installation. 8. Manufacturer's recommended installation tension shall not be violated. 9. Damaged conduit shall be replaced with new. 3.06 - Trenching And Bacld'illing For Traffic Signals A. Secure written approval of the City prior to any trenching or excavation within the drip line of any tree. B. Trenches shall be excavated to such depth as necessary to provide 18 inch to 24 inch cover over the conduit. All cinders, broken concrete or other hard abrasive materials shall be removed and shall not be used for backfill. The trench shall be free of such materials before the conduit is placed. No conduit shall be placed prior to inspection of the trench by the ENGINEER. C. All trenches shall be backfilled as soon as possible after installation of conduit. Backfill material shall be deposited in the trench in layers not to exceed 6 inches in depth and each layer shall be thoroughly compacted before the next layer is placed. Hard materials shall not be placed within 6 inches of the conduit. D. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable SP -096041 Page 34 of 42 condition. Concrete sidewalk pavements, and base courses and bituminous surfaces shall be replaced with new materials and the cost shall be incidental to the work. 3.07 - Pushed Conduit A. It is intended that all conduit be placed without disturbing the existing pavement, and the term "pushed" is used. "Pushed" conduit shall be placed by jacking, pushing, boring or any other means necessary to place the conduit without cutting or removing pavement. B. Removal of pavement will require prior approval of the ENGINEER. Replacement of removed pavement will be done according to plan details and no additional payment will be made. C. Plan quantities for pushed conduit include at least two feet of pushed conduit behind each curb. D. The maximum conduit depth at handholes for all conduits, including pushed conduit, is as shown on the plans. CONTRACTOR must push a mole (without conduit) at least four (4) times before consideration will be given to allowing an upward bend in the conduit. 3.08 - Electrical A. All conductor cable combinations shall be shown on the plans. No substitutions will be permitted. Each signal head shall be wired separately from the handhole compartment in the pole base to the signal head. B. The signal cable color codes shall be as follows: Iowa City Color Codes 1 tape = Left tum signal; 2 tape = Through signals; 3 tape = Right tum signal. Tapes shall be color coded as follows: Blue = NE Corner; Orange = Southeast Comer; Yellow = Southwest Comer; Green = Northwest Corner. Video cable tapes shall be similarly color coded. 4 Conductor Cables Green Ball - Green Yellow Ball - Black Red Ball - Red Sig. Common - White 7 Conductor Cables Green Ball - Yellow Ball - Red Ball - Green Arrow - Yellow Arrow - Sig. Common - Green Orange Red Blue Black White & WBK C. One electrical splice in the handhole compartment of the pole base will be allowed for the signal circuit wiring. All signal circuit cable runs shall be one continuous length of cable from the connections made in the handhole compartment of the signal pole bases to the terminal compartment in the controller base. Street lights will be fused with a 5 amp fuse in each pole base using a Type HEB-AA Fuseholder. D. Conductor groupings and splicings may be made in the terminal compartment in the controller cabinet. E. The loop detector lead-in cable shall be one continuous length of cable from the terminal compartment of the controller cabinet to a splice made with the loop detector wires in the first handhole or pole base handhole compartment provided adjacent to the loop detector. Details of the loop detector splices are shown on the plans. F. Cables shall be pulled through conduit by means of a cable grip designed to provide a firm hold upon the exterior covering of the cable or cables, with a minimum of dragging on the ground or pavement. This shall be accomplished by means of reels mounted on jacks or other suitable devices. Frame -mounted pulleys or other suitable devices shall be used for pulling the cable out of conduits into handholes. Only vegetable lubricants may be used to facilitate the pulling of cable. Contractor shall leave a pull string in each conduit. Each signal cable shall be identified with the City's taping spec in the controller cabinet, handholes, pole base handhole, pedestal handhole and at any splice or junction location. Identification ties shall be provided both on the cable from the controller and the cables leading to the heads for a splice in a pole base handhole. In addition, the cables shall be identified in each handhole and at the pole bases using colored tape as follows: 1 tape = Left tum signal; 2 tape = Through signals; 3 tape = Right turn signal. Tapes shall be color coded as follows: Blue = NE Comer; Orange = Southeast Comer; Yellow = Southwest Comer; Green = Northwest Comer. Video cable tapes shall be similarly color coded. G. Cable slack shall be as follows: four feet in handholes two feet in signal bases two feet in the terminal compartment of the controller base No slack will be allowed in the loop detector lead-in cable after the initial splice. H. Connectors shall be of the proper size for the number and size of the wires being connected. I. Wire ends must be thoroughly cleaned after the insulation is stripped off to insure complete contact with another wire, or the connector. If strands are damaged when the insulation is removed, the section of the cable must be discarded. Nicked or damaged conductor strands will not be permitted inside of connectors. Loose wire ends shall not be used as "shims" to make a connection. SP -096041 Page 35 of 42 9 Conductor Cables Pedestrian Simals v Walk—main st Green '=<� Don't Walk — main st Red-- Walk -side st Green\Blk �. �C w i -- Don't walk - side st Red\Blk G o jTi Sig. Common - White _ ::Q Pushbutton - main st Orange 4? Pushbutton — side st Black '' r PB Common - WBK J C. One electrical splice in the handhole compartment of the pole base will be allowed for the signal circuit wiring. All signal circuit cable runs shall be one continuous length of cable from the connections made in the handhole compartment of the signal pole bases to the terminal compartment in the controller base. Street lights will be fused with a 5 amp fuse in each pole base using a Type HEB-AA Fuseholder. D. Conductor groupings and splicings may be made in the terminal compartment in the controller cabinet. E. The loop detector lead-in cable shall be one continuous length of cable from the terminal compartment of the controller cabinet to a splice made with the loop detector wires in the first handhole or pole base handhole compartment provided adjacent to the loop detector. Details of the loop detector splices are shown on the plans. F. Cables shall be pulled through conduit by means of a cable grip designed to provide a firm hold upon the exterior covering of the cable or cables, with a minimum of dragging on the ground or pavement. This shall be accomplished by means of reels mounted on jacks or other suitable devices. Frame -mounted pulleys or other suitable devices shall be used for pulling the cable out of conduits into handholes. Only vegetable lubricants may be used to facilitate the pulling of cable. Contractor shall leave a pull string in each conduit. Each signal cable shall be identified with the City's taping spec in the controller cabinet, handholes, pole base handhole, pedestal handhole and at any splice or junction location. Identification ties shall be provided both on the cable from the controller and the cables leading to the heads for a splice in a pole base handhole. In addition, the cables shall be identified in each handhole and at the pole bases using colored tape as follows: 1 tape = Left tum signal; 2 tape = Through signals; 3 tape = Right turn signal. Tapes shall be color coded as follows: Blue = NE Comer; Orange = Southeast Comer; Yellow = Southwest Comer; Green = Northwest Comer. Video cable tapes shall be similarly color coded. G. Cable slack shall be as follows: four feet in handholes two feet in signal bases two feet in the terminal compartment of the controller base No slack will be allowed in the loop detector lead-in cable after the initial splice. H. Connectors shall be of the proper size for the number and size of the wires being connected. I. Wire ends must be thoroughly cleaned after the insulation is stripped off to insure complete contact with another wire, or the connector. If strands are damaged when the insulation is removed, the section of the cable must be discarded. Nicked or damaged conductor strands will not be permitted inside of connectors. Loose wire ends shall not be used as "shims" to make a connection. SP -096041 Page 36 of 42 Electrical tape shall not be applied to the finished connections. Signal cable insulation shall extend beneath the insulated portion of the connector. Any connection with exposed bare wire shall be redone by the CONTRACTOR. K. Covered connections must be arranged so that they will not be in contact with the metal poles. Connections in the poles shall be pointed up to prevent accumulation of moisture in the connection. L. Loop detector splices shall be capable of satisfactory operations under continuous immersion in water. M. Cable connections in signal heads and controller cabinets shall be made at the terminal blocks provided for this purpose. All stranded wires inserted under a binder head screw shall be equipped with a solderless pressure type spade connector with a pre -insulated shank. All solid wire shall have an eye and shall not have a terminal connector. N. Service cable shall be continuous from the disconnect switch located on the service pole to the terminal compartment of the controller cabinet. O. Interconnect cable or fiber shall be continuous from controller to controller. A.Iracer wire shall be installed in all conduits with signal cables, detector lead-in cable�'-or co*unication cables. The tracer wire shall be identified in the controller cabinet, han4Ql;s, @rd polelly means of identification tags. The tracer wire shall be spliced in the kali&iolci7to fQgj�„a continuous network. The tracer wire shall have an orange jacket. 171 c 3.09 - Pole Erection A. All poles are to be erected vertically and securely bolted to the cosi-iii-plpce concrete foundations at the locations shown on the plans. B. Leveling shall be accomplished by the use of nuts on each anchor bolt. One-nitt shall be turned on each anchor bolt and the pole placed in position on these nuts. The top nuts shall then be placed loosely and the pole adjusted to the vertical position by adjusting both the upper and lower nuts. C. After the pole is securely fastened, install metal strips in the area between the pole and the base. The metal strips and the method of attachment shall be approved by the ENGINEER. D. Each pole shall be grounded from the pole to the foundation ground rod by a No. 6 AWG bare copper ground wire. E. Poles shall be placed so that modifications and/or attachments are correctly oriented, as indicated on the plans. F. The foundations must be given seven days to cure before poles are erected. The centers of the poles are to be set back from the curb, a distance shown on the plans. Poles shall be erected so that they are plumb with traffic signals installed, in line, and all the same relative height above the centerline of the street and with the mast arms correctly oriented as shown on the plans. G. Poles must be erected so that they are plumb with traffic signal heads. The manufacturer recommendation for raking should be observed when setting the pole to assure that it is plumb when the load is applied. H. Mast arm assemblies shall be furnished and installed by the CONTRACTOR. When pre -used painted mast arm assemblies are specified, the CONTRACTOR shall prime and paint the mast arm assemblies with the following method: 1. Remove all rust, scale, and loose paint from the surface by sanding or power tool cleaning (SSPC-SP-3). CONTRACTOR to use care when power tool cleaning to avoid burning, polishing, or grinding surface dirt into the existing paint surface. Hand tool cleaning (SSPC-SP-2) will be allowed only in areas inaccessible to power tool cleaning. SP -096041 Page 37 of 42 2. Remove all chalking, dirt, and other foreign material from the entire surface by application of petroleum solvent (i.e. paint thinner, mineral spirits, etc.) and wiping the entire surface with clean rags. 3. All bare metal surfaces exposed by the cleaning operation shall be spot primed the same day to avoid flash rusting. 4. After the primed areas have dried, apply one coat of finish paint. 5. Primer and paint must be approved by the ENGINEER. 3.10 - Loop Detectors A. Loop detectors shall be installed in accordance with the plans. Adjustments in the locations shall be made to minimize the location of the loop wire across construction joints. Locations of the loops shall be subject to the approval of the ENGINEER. The cabinet end of the cable shall be clearly tagged identifying the loop. B. The slot for the loop shall be constructed as per plan. The slot shall be completely clean of all loose debris and have a smooth bottom. C. New PCC pavement shall not be sawed until seven days after pour unless approved by ENGINEER. D. Loop detectors shall be connected to the controller with shielded cable. No splices will be allowed in this cable. E. Upon completing the loop installation in the field cabinet and prior to sealing the loop in the pavement, the CONTRACTOR shall notify the ENGINEER who may meter the loops by test instruments capable of measuring electrical values of installed loop wires and lead-ins to measure induced AC voltage, inductance in microhenries, high -low "Q" indication, leakage resistance in megaohms, and the resistance of the conductors in ohms. 1. An acceptable load installation shall be defined as follows: a. Induced voltage test: No deflection on the pointer of a volt meter b. Inductance: The inductance reading on the loop tester is approximately the calculated value or with approval of the ENGINEER is between 100 mh and 200 mh. c. Loop Q: Deflection of the pointer to the upper side of the scale. d. Leakage to Ground: Deflection of the pointer to above 100 megaohms. e. Loop Resistance: The resistance reading on an ohm meter is approximately the calculated value. 2. An unacceptable loop installation shall be defined as follows: a. Inductance: o The inductance reading is below 90 mh or above 250 mh. r b. Leakage to Ground: �-J Deflection of the pointer to below 100 megaohms. c. Loop Resistance: The resistance reading is 50% more than calculated. Y '• 3.11- Signals A. All signal faces and indicators shall be furnished by the CONTRACTOR and installed as shown on the plans. Pole mounted signal heads and pedestrian push buttons are shown on the plans and schematic drawings in schematic form only. Pole mounted signal heads are SP -096041 Page 38 of 42 generally intended to be mounted on the face of pole with respect to oncoming traffic. (See Signal Head Mounting Details.) Modifications to this are required when the view of the pole mounted signal indication is blocked. (See Paragraph 3.11E). Pedestrian push buttons shall be installed on the face of the pole in 90° increments with respect to the mast arm. The push button shall be located on the pole face so the arrow on the R10-4 sign directs pedestrians to the appropriate crosswalk. B. All optically limited signal heads shall be properly masked to limit their field of view as directed by the ENGINEER. C. Backplates shall be installed and properly secured for the traffic signal heads. D. All signal heads shall be kept securely covered until such time as the signals are put into operation. E. The location of signal heads in which the view of the indications is blocked or partially blocked by utility poles, trees or other physical obstructions shall be adjusted to a location approved by the ENGINEER. Standard heights and locations shown on the plam'are typical for unobstructed locations. Signal heads installed without approval W the $dGINEER, which in the opinion of the ENGINEER are obstructed, shall I�OZ!F1°°ft�ed at�te CONTRACTOR's expense. Holes in the poles due to this signal relocatiprishalLbe p)]d in a manner acceptable to the ENGINEER. c t ca _ 3.12 - Controller f _FrI & A. The controller cabinet shall be mounted with the back of the cabinet toward thkelntersect on such that the signal heads can be viewed while facing the controller. B. All field wiring must be directly attached to the wiring lugs. Attachment of wiring shall be in a neat and workmanlike manner. All connections at the controller shall be done by City Traffic Engineering personnel. C. All conduit openings in the controller cabinet shall be sealed with an approved sealing compound. This compound shall be a readily workable at temperatures as low as 30 degrees F and shall not melt or run at temperatures as high as 300 degrees F. D. All wiring diagrams, service manuals, instructions for installing and maintaining the equipment and advice as to timing and operation shall be delivered to the ENGINEER in good condition. E. The ENGINEER or his representative shall inspect the installation before activation and shall be present at the time the controller is activated to assure that the controller is installed in accordance with the manufacturer's recommendations. 3.13 - Ground Rods A. Ground wires shall be connected to ground rods with one piece nonferrous clamps which employ set screws as tightening devices. Connections to ground rods need not be taped. B. Each steel pole or pedestal shall be firmly connected to the ground rod provided, by means of the grounding terminal specified in these special provisions. Placing the ground wire under an anchor bolt nut, anchor bolt cover, or similar device will not be permitted. 3.14 - Equipment Testing A. The result of all testing shall be recorded along with date of test, name of person performing test, brand name, model number, serial number of equipment used during test, and any other pertinent information and data. B. When the CONTRACTOR's work is complete and the project is open to normal traffic, the CONTRACTOR shall notify the ENGINEER in writing the date the signal will be ready for testing. C. Initial traffic signal timings and timing adjustments will be performed by the ENGINEER. SP -096041 Page 39 of 42 D. Upon concurrence of the ENGINEER, the CONTRACTOR shall place any signal in operation for a consecutive 30-0ay test period. Any failure or malfunction of the equipment supplied or installation performed by the CONTRACTOR shall be corrected at the CONTRACTOR's expense and the signal tested for an additional 30 consecutive day period. This procedure shall be repeated until the signal equipment has operated satisfactorily for 30 consecutive days. E. If the signal is to operate independently of other signals or signal systems, it shall be tested as a single installation. F. If the signal is part of a system, the test period shall not be started until all signals in the system are ready to be tested. The system shall be tested as a unit. G. The CONTRACTOR shall initiate correction of any failure malfunction of the signal installation within 24 hours of notification by the ENGINEER. The ENGINEER will correct any failure or malfunction of the signal installation not investigated by the CONTRACTOR within the above time period, and will deduct its expenses from the CONTRACTOR's final payment. H. Ground testing shall conform to Section 2523.21 of the Iowa DOT Standard Specifications for Highway and Bridge Construction. 3.15 - Clean -Up A. Upon completion of the work in this Section, remove from the site all rubbish, trash debris resulting from operations. Leave the site in a neat and orderly condition. ru 0 .y �7 6 (� p77 a .. w Z_ co SP -096041 Page 40 of 42 PARI' 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 - Method of Measurement Measurement for Traffic Signalization will be as follows: A. This item will be the lump sum for Traffic Signalization. _ Measurement for Removal of Traffic Signalization will be as follows:_ O C-) N _a o ' B. This item will be the lumpsum for Removal of Traffic Signalization- � --tc-> -- w -� r- r*t �o Measurement for Temporary Traffic Signal will be as follows: �? C. This item will be by count (EA) for Temporary Traffic Signal. W 7 c:o 4.02 - Basis of Payment Payment for Traffic Signalization will be as follows: A. Payment for Traffic Signalization shall be full compensation for supplying all equipment, labor, and materials necessary to install, erect, and operate a complete, fully functional traffic signal system, including but not limited to traffic signal poles, mast arms, bases, signal heads, luminaires on combination street light/signal poles, wiring, conduits, handholes, controllers, cabinets, coordination with utilities, video detection system, testing, and all other miscellaneous hardware, software or any other items necessary to complete the traffic signal system in place. Payment also includes full compensation for salvaging existing traffic signal equipment for City pick-up as well as salvaging, relocating, and reinstalling existing signal equipment as specified in the plans and specifications. Payment for Removal of Traffic Signalization will be as follows: B. Payment for Removal of Traffic Signalization shall be full compensation for removing all existing traffic signal equipment at the designated intersections including all signal poles, signal heads, pedestrian heads, pushbuttons, signal pole mounted signage, wire, handholes, conduit, signal cabinets and controllers, cabinet footings, and signal pole footings to a minimum of 36" below finished grade. Payment for Temporary Traffic Signal will be as follows: C. Payment for Temporary Traffic Signal shall be full compensation for supplying all equipment, labor, and materials necessary to construct, operate, and maintain fully functional temporary span wire traffic signals during construction. Equipment and materials include, but are not limited to: wood poles, luminaires, luminaire arms, guy wire, sidewalk guy anchors, messenger cable, traffic signal wire, traffic signal heads, pedestrian heads, pushbuttons, signage, brackets, and hardware. SP -096041 Page 41 of 42 Schedule of Unit Prices LOWER MUSC A TINE ROAD No. amm Desai tlon Unes Une Cast Eedmetnd12S Ealaddw Pllas 1 NLrAA Sa09ak Cabofe art Awessaks EA f S 2 NEMA cadM art Meessdiesw1t, 14derSalwaal2 &nor Dtcwrattl EA E ! 3 SeMe Rreonk BRdrlslel Elsa CeametAaessodes SUPS EA E f 4 24- Cabaret Rizer FA f f 5 m Ede Parer S FA f 6 Concede Cadw Foal and Pad EA f S 7 Vika Direct. - 4 Camwa Gdret Accessories HUAvra Gmm fdsem EA f f nq Mscekneas AS Needed 8 and Ruwel Video Detemon8 Cameras Gdw Acassaries Havdxere Baadtk Gnus Pour and Mem: M Use W1a Bob Temnomoary all Pernean XS Trait k 9 Addaanl Vr0eo Geso. Centres TOC Sella 10 AddEanl Cadw Aaemsries Herdaare Bradds Camera Rises ell Wu. AS Needed To salla Video Delemar EA f EA E EA 3 1 1 2 Is S S 11 Carbinamsr IPde, 35'Mast t, 8'&roeTaLm mNm Ell E I S 30'Mout Hei N, NICMr Base GMr¢el 12C naam Si (Pole 3O Mast AM Klllde 8'Si Ts Lunnim Para EA f 3 S o 30 IkIourmacl Hei H, Anda Base GMrned 13 Cmtrnam Sl IPak3TMa aXEule B'Si Ta wLrsonire Nmwia FA E I w No"arno IsokAnutr Bens 14 CartiralmS I Pale 39 Ales Nm aaJude Ir &ngle Te Luureim Aar, FA f 1 f� 30 Nowt Awar Base GMNaW t 15 Comdnam Signal Pok 41'MNt Arm IncMda O Sn& Ta Lminire Nm wilt EA E 1 30 ua.t Awtr Esse GNrcea r 16 GdMrream Si I Pole, 42 Mast Nm YCWeO - Tapered SW Ladies. Add ath EA f 1 30' Waa,bm HeyK Andtr Rese GeMrved ....,' 17 Cawream Signal Pole 43 Mest Nm. Include O'Sangle, Te Lune. Nmwla EA f 1 Ci 30' IkIcumYlt ftgm Mdra Base GaMrMed - 18 CmtirtGm ' IPde,"Mae Nm Ia WSW40TLrmomaeNm EA Is - 30'aaarleN Ha^ NXlae Base GBMaII®d 19 Cmtiretim Si IPde,48 Mes1Nm,Ytllsle 8'Si T Lrewrese Nmwilh EA E 1 S 30'Mout HeRM Nlclar Bele GeNerkAW A Cortina. S,"l Pole50MaNNm halude 0' &ro, Tapedd, Style Lunnrre Nm wit, EA E 1 S 30 Almrli Hei Ndtr Rise GaMrRad 21 Pe0e9al Pak larMmrt PerkedanHnd sidear-PM Maui and PrsltW 10' HiaoEA E 5 f 22 3- a .&"I HeadIZ'RYG wRe Meet Pam Mounletl W LEDs EA E 18 E 23 EA E 8 S 24 EA E 10 S MaslNmMwnetl NI LEDs 25 2S dn. 12'Cawdown Handl Men Pe0esbin Hee MLEDs EA E 24 IS 28 Pedesman PusMutas EA E 24 S 27 7HDPE COMt LF E 184 S 28 XHOPE Candor lF E 714 f 29 4 -HDPE Condor IF E 362 f 30 Pdl Ta lF S 1418 S 31 Tam Craklatl0 lF f 1418 f 32 BereC Gaetl AB LF f 1334 S >3 1W3Serace Cade LF f 388 S 34 14110 Sbeel li Pawwr Gak IF f 4773 $ 35 Comel PowrlFoas Csalefa YWeo DNeman Gmems LF $ 2574 f 36 9u114 Si I Cade IF f was $ 37 $aa14 Sateel Cede IF E 2165 f N 7calUSigdalCabla, IF f 1 2114 f N Concet Fool 3ODiv X12.P FatM Is I 1 f 40 Caere reread, 30 Daa a 115 Dea,, Fwi EA E 1 f 41 Goacete Feel 30 Diarne1r X 105 Deep Foamed EA E 10 S 42 Carcele Foos 2.0 Dialnekr X3O Foos EA E 5 f 43 IkndreleT 1 17'Y30 EA E 12 S 4d MIdO CarnedosT Lt EA E 12 S 0 GamedasFA E 12 S 0Ca .T Y3 EA E6 Caara Head Lundnire IN Vof Sena Same Lrmwre asCaddo EAE 12 f Tw YieN On EA E f0 TenO 30'x36", R3 LMastAnnMauve] EA E 9 S ALL ONLY: Saeet New Sr 'LOWER MUSCATfE RD' 120}18' EA E6 FLED�- ALL ONLY Easel Nms9 'SYCAMORE S7'72-AIW FA f 2 S ALL ONLY SIrw Names T1A31 DR'UNIr EA E 2ALL ONLY: Street Name Si 'FIRST AVE48Y18' FA EALL ONLY: Pedesdan Puftuton SO AJtMsw Si EA E Tmmc Si IE rcc PI Ls Is I 1 f Total Project Costs a S SP -096041 Page 42 of 42 Equipment and Materials List LOWER MU SCAME ROAD PMn 2u8n- Unft Bem De n Wnma=mr CaUWU NYmWr 2 FA NEMA Sd05mb Caea4w eM Nsessmes 2 FA NEMACaUW MAaessene51Ma h Sock0aM2Dr i Discmwa 3 EA 24'CebWMi _ 2 EA Uri WPower PS 1 EA V9ee Dele w'4Cem , GWMAcmlaiea Hw .lks u Ca.. Risers eM M11MM As Nea0e0 I EA M miV O mn Cameras To 2 EA Aa .l Ca AC. NBrQeere Bm Gnan W wH Mwc AS Ne To C to Sawged Video DAeeoeS 1 EA Cm Wbon Si IPd 35'MOO k B'Sirop T WNMve Atmw3v 30'MouO Hei .NaTor Bese GBMarlimd 3 EA C,ombMeon IPae. 3@MaC Arm etltle8 T Lllr nm ArmwiPl 30 Mou0 H Al Base. Gkanma 1 EA Ca Mbw Si I Pole 3T MaM Am El[LBe @ StngM T LMNreva Alm whh 3a MaeaN H.QN, N Base Ga".x 1 EA CmA wSl Pole 39'MaM Nm In:ktle@ Eros T Lu mim Alm wM 3p'Mg H AK Ea5¢ GMNM 1 EA ComdrMaan 41'Ma9 Nm. alwee@ SWas T WNMneAmwie 30'M A Base Ga e 1 EA ComNMeon Pd 42M95ArmlrcAge B' T L.mr , NmwT 30r MoueM HeigN. AnCbr Base GWmM 1 EA Cmdrwem Signd Pd, 43'Mast Ann 1n S T LMNMne Almwll 3@Maa4 NrJV Be58 GMenreE 1 EA Cmevuare saw Pd K' Wg er V - T Lu1MeYe Annwiai N Mouew HagKAMnr Bese Gvw 1 EA COmbreeons IPd 48'MeslNm Ytlde@51 Te e0 LUNreve AlmweB 301 MwsW HeighL AR Bese GkweB 1 FA CaMvrdm Pd W M.stAmetl F& T Lunreee Arm 30'Maue Hei Arclnr Base. GaNanree 5 EA Pear9M Pdeta Mwaa PeHesmen MeaB SiBedPtle Moul eM to 18 EA 35w8M SiqW Head, IT RYG wIBack le. Ma9Nm MankO LEG 8 FA 3 5 . Si Meed, 12" RYG. w ch le S,We Pd klw W W LEDs 10 EA 43e W Head. 1TW1 GNIweswl FMSN Ye Le8Tun Ar .W W9f Arm YwaaeB LEDs 24 EA 2-6d. ITCMOwen Ha I Men PoOeseien Heb M LEDs 24 EA PeOesaMn PldeMbls 184 LF THDPE Ca 7U LF 7HDPE C.W 382 LF 4'HOPE GOIIOe 1418 F W Ta 1418 LF Tmw GWIMO 1334 LF Bwe Gro WN6 380 LF 103SwsiMCaW 4713 LF IMO5 Paas Caeb 2574 LF Cm/Poww/Foaw CeWfwVlWOD wC s 2788 LF 9c*USvWWC@b19 2885 LF 4e414SVNIG01e 2114 LF 7414 - C 12 EA 11wUl, T 1 Ir5W 12 EA LM40Cane T Lt 12 EA RMMICaoR T L2 8 EA RM40 Cuoe TVOY3 12 EA LED Cabe He LUNreimlm Vee Ll .ft .s CaniBw 10 EA Len Tun rim G Fftftg Yd Mow 30'NJ@ Rt WSAnn Ma 9 EA Lav Tun ONy, 30tTB' R35L Mag AmMouleE Qftti END OF SPECIAL PROVISION n C-) ~ ZZ CV :-0 W it' N L[7 C�:, t` n CD Lf) n C") a U7 CLC W m Z U W CD O 0— 0— CD O O Z O NO REVISIONS �, Iowa Department of Transportation Highway Division PLANS OF PROPOSED IMPROVEMENT ON THE CITY OF IOWA CITY ARIIOYED FOR LEIDK CITY ENGINEER DATE: . -L.- 115'1,Z ENGINEER: FOTH INFRASTRUCTURE & ENVIRONMENT LLC. ENGLISH CITY OF IOWA CITY JOHNSON COUNTY TOTAL PROJECT IDENTIFICATION NUMBER STP -U-37151637)--70-52 R.O.W. PROJECT NUMBER I INDEX OF SEALS SHEET NO. NAME TYPE A.01 SCOTT K. SOVERS PRIMARi SIGNATURE BLOCK N.01 JON L. RESLER TRAFFIC ENGINEER P.01 JASON FRERICKS ELECTRICAL ENGINEER ENGINEER: FOTH INFRASTRUCTURE & ENVIRONMENT LLC. ENGLISH CITY OF IOWA CITY JOHNSON COUNTY TOTAL PROJECT IDENTIFICATION NUMBER STP -U-37151637)--70-52 R.O.W. PROJECT NUMBER I STP -U-3715(637)--70-52 SHEET NUMBER A.01 05-3 X OF SHEETS 07-21-87 or uMer Irecl persond supervision and that I am a duly DESCRIPTION OL INFORMATION SHEET -SECTIONS AND DETAILS UANTITIES AND GENERAL INFORMATION ILE SHEETS - LOWER MUSCATINE ROAD ILE SHEETS - SIDEROADS NT S AND BENCHMARKS SHEETS RAFFIC CONTROL SHEETS INGS ETRIC 8 STAKING LAYOUT HEE TS L AND INTERCONNECT SHEETS UT AND DETAIL SHEETS R SHEETS ULATION SHEETS L DETAILS -, S - LOWER MUSCATINE ROAD S - SIDEROADS S - DRIVEWAYS STP -U-3715(637)--70-52 SHEET NUMBER A.01 M1e rtdy (hot N. «pineedng document was prepared t, me or uMer Irecl persond supervision and that I am a duly 'cense tl Pro of Engineer under the b•; of the .mote of POFESS/o Iowa Q �o 0Z JSP. - 2�ISlZ SCOTT K. SO 'ERS, P.E. DATE Z SCOTT K. w SOVERS z License Number: 17141 V ptgt M; license renewal dale is DECEMBER 31, 201.'. Pages or sheets covered by this -al: ALL SHEETS EXCEPT J.19 -J29 N.01 -N.24 AND P.01 -P.08 STP -U-3715(637)--70-52 SHEET NUMBER A.01 0 O El 0� ulri -Its- AL LYA L Tlr 00 00 &AAA VVVV ❑t �G ICV) ISH) STANDARD SYMBOLS Interstate Highway Symbol 1ST) Septic Tank U.S. Highway Symbol C) Cistern Iowa Highway Symbol LP L.P.Gas Tank (No Footing) Countyd Highway Symbol ST Underground Storage Tank Evergreen III,O Latrine Deciduous Tree -el Luminaire Fruit Tree ` Trof fie Signal Shrub (Bushes) Traffic Signal with Luminaire Timber TP Telephone Pedestal Hedge VP Television Pedestal Stump aphona Pole Swamp Tele Pole (Second Company) Rock Outcrop 41"E. WASHINGTON STREET Telephone Po rd Company) Broken Concrete Easement and Existing Right of Way Telephone Pole (Four any) Revetment (Rip Rap) CITY OF IOWA CITY - WATER DIVISION Telephone Pole (Fifth Compan Cemetery Power Pole Greve PHONE: (319) 399-5162 Power Pole (Second Company) Cave Power Pole (Third Company) Sink Hole CITY OF IOWA CITY - WASTEWATER DIVISION Power Pole (Fourth Company) Board Fence ` ' Power Pole (Fifth Company) Chain Link or Security Fence IOWA CITY. IOWA 52248 Electrical Highlme Tower (Metal or Concrete) Wire Fence ♦ Telephone Riser Pole Terrace « Power Riser Pole Earth Dem or Dike (Existing) $ Telegraph Pole Earth Dam or Dike (Proposed) CED IOWA 52481 Satellite TV Dish The Outlet — - -W— - - Existing Water Lm Edge of Water — - -W2— - - Existing We me (Second Company( Existing Drainage -- -Ser.: - - Exis enitary Sewer Line Proposed Drainage - - -T- - - isting Telephone Line Right of Way Rail or Lot Corner - - - T2 - Existing Telephone Line (Second Company) Concrete Monument - 0-1- - Existing Fiber Optics Telephone Line Well — -St S.— - Existing Storm Sewer Line Windmill — —G— — Existing Gas Line Beehive Intake — -G-HP— - Existing High Pressure Gas Line Existing Intake — —G2— — Existing Gas Line (Second Company) Proposed Intake — '02 -HP— - Existing High Pressure Gas Line (Second Company) Existing Utility Access (Manhole) ----- E ------ Existing Power Line Proposed Utility Access (Manhole) ----- E2----- Existing Power Line (Second Company) Fire Hydrant - - --TV - - - - Cable Television Line Water Hydrant (Rural) IOWA CITY. IOWA 52248 ---- Guardrail (Beam or Cable) ■ GP Guard Post lone or two) ■ ■ ■ Guard Post (over two) O FP Filler Pipe O GV Gas Valve O WV Water Valve O SL Speed Limit Sign O MM Mile Marker Post ❑ SIGN Sign ❑ STOP Step Sign O WHU Water Hook Up ❑ PM Parking Meter ❑ RT Radio Tower O TA Tower Anchor ❑ EB Electric Box ❑ TCB Traffic Signal Control Box RRB Rail Road Signal Control BI ❑ Telephone Switch BgyOOO Shading - PCC Paved Surface Shading - HMA Paved Surface Shading - Class 'A' Granular Surface Shading - Class 'E'Revetment (Symbols are Typical Only) I�-13 TABULATION OF UTILITIES (>z -z3-93 RIGHT OF WAY LEGEND TABULATION OF UTLJTIES Proposed Right of Way 0 Existing Right of Way CITY OF IOWA CITY - ENGINEERING DEPARTMENT DAVE PRIMUS Existing and Proposed Right of Way 41"E. WASHINGTON STREET IOWA CITY. IA 52248 PHONE, (319) 356-5145 Easement and Existing Right of Way FAX: (319) 356-5007 CITY OF IOWA CITY - WATER DIVISION 0 Borrow EO MORENO ,A, 41@E WASHINGTON STREET IOWA CITY• IOWA 52240 O Easem Temporary) PHONE: (319) 399-5162 FAX, 13191 356-516] Easement CITY OF IOWA CITY - WASTEWATER DIVISION ORVE ELIAS ` ' 1000 SOUTH CLINTON STREET X Excess IOWA CITY. IOWA 52248 PHONE, 13191 356-5170 FAX, (319) 356-5172 --)i}�- Property Line CENTURY LINK CATIONS A/C ASC Access Control T 615 GRSE CED IOWA 52481 , (319) 399-7488 XI (319) 399-7218 — PLL — Property Line AT&T JIM GOEKE — R\W — Existing Right of Wa g g y FO 5261 NW 114TH ST. SUITE B GRIMES. IOWA 58111 PHONE, 1519 986-9413 — R\W — Proposed Right of Way MID -AMERICAN ENERGY - GAS ED YOUNG DON MASTDN 1630 LOWER MUSCATINE ROAD 16M LOWER MUSCATINE ROAD G IOWA CITY. IOWA 52240 IOWA CITY. IDWA 52240 ; (3 9 (3 , PHONE: 341 - PHONE, 341-4461CONVENTIONAL FAO. 9) 341-44%98 FAO, 4) 3 341-4490490 SIGNS MID -AMERICAN ENERGY - ELECTRIC DICK BOCK JASON L. WARREN — OHE — 1630 LOWER MUSCATINE ROAD 1630 LOWER MUSCATINE ROAD Survey Line IOWA CITY. IOWA 52240 IOWA CITY. IOWA 52240 S1eUm Refererce Point E PHONE, (319) 341-4423 PHONE, (349) 341-4425 FAX. (319) 341-4498 FAXI (319) 341-4498 . — — Section Corner IALOM DAR DARWIN ailscaL Proposed Profile Grade — Tv 546 SOUTH GATE AVENUE IOWA CITY. IOWA 52248 PMOi035119) 351-8408. EXT 234 Rallre (ed FR%, !319) 351-3839PAETEC c.T FiBId �TAye MICHAEL BRAIIGHTON Enfung �ropox� - 1719 HAWKEYE DRIVE , y HIAWATHA. IA 52233 ertil PHONE. 1319) 790-7114 ,Cult' qt ft1n9 ropO3e - Strean��3 WHERE PUBLIC UTILITY FIXT SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONST AREA. IT SHALL BE THE RESPONSIBILITY C:D OF THE CONTRACTOR TO NOTIFY THE S OF THOSE UTILITIES PRIOR TO THE C _ •• BEGINNING OF MY CONSTRUCTION. THE ACTOR SMALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFIC F SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE UTTED FROM AVAILABLE t'0 SURVEYS AND RECORDS. AND THEREFORE THEIR LOC MUST BE CONSIDERED APPROXIMATE DAILY. IT IS POSSIBLE THERE MAY BE D THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS IN RACTOR•S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT L N AND TO AVOID DAMAGE THERETO. NO CLAIMS FDR ADDITIONAL COMPENSATI BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CRUS SUCH WORK. !v SYMBOLS UNIQUE TO PROJECT THE CONTRACTOR IS REWIRED TO UTILIZE THE UTILITY ONE -CALL SERVICE AT 18001-292-8%9 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. THE ABOVE UTILITY COMPANIES ARE KNOWN TO HAVE FACILITIES ON THE PROJECT. KNOWN UTILITY CONFLICTS ME BEING RESOLVED BY EACH RESPECTIVE UTILITY COMPANY. UTILITY CONFLICTS DISCOVERED DURING CONSTRUCTION WILL BE ADDRESSED AT THE TIME OF DISCOVERY. IOWA 1 -CALL# 1-800-292-8989 PROJECT No, 894023 CHECKED KED By, S. SBVERs No DATE BY REY1510° DESCRIPTION Fot h LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(537)-70.52 PROJECT GATE: CMEIXED BY: S. 90VER5 CAB DATE: 216/2012 1068,58 AM BRAWN BY, FROM KIRKWOOD AVENUE TO 1ST AVENUE Q 42'1 CAO FILE: XACR\IE\2089\891023\CAO\Pls�e\o91023-ABI.aM1t IOWA CITY, IOWA LEGEND & SYMBOL INFORMATION SHEET NE SIDE NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS (1) REFER TO ' L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION EXCAVATE AND BACKFILL 3.0' 03 BACKFILL 40 6" STANDARD CURB ® REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. NE SIDE NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0- (2) BACKFILL 6" STANDARD CURB Q REFER TO STANDARD ROAD PLAN RF -19C. TYPE 12 INSTALLATION AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L• SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. n PAVEMENT CROSS SLOPE VARIES - SEE CROSS SECTIONS w wl 70' RIGHT -OF -MAY t IE Z- 35.0' 35.0' wl 3.0. 1.0' I.0' 3 0' o a CO.— 3- a zl =I w� 4.0'-B.0' VARIES 31.0• VARIES 4.0 10.5, 01 If 10.0' ►-I 0 10.5' c:) y ry 4.0' 3.0' I Ot 4 PROFILE GRADE n 20' z.oz-� Q .n � 4 IN LOWER MUSCATINE- BEGINNING OF PROJEC LOCATION ROAD IDENTIFICATION ST N TO STATION + LEFT PARKWAY SLOPE = 2.0%. STA. 5-54 TO STA. 9«10 RIGHT PARKWAY SLOPE = 2.0%. STA. 5+54 TO STA. 7-00 1.0' 00$ ;(BTHERS JOINT TRENCH ^ I I STORM SEWER (TYP. ) --p-t— \/ IN t.. 2.07.. <'2. 0% \4tie rt-- M SEWER (TYP. ) _U I (LIN STREET 07 •+PARKWA/WIDTH VARIES. STA"qlbk26 TO STA. 15-10 (SEE L SHEETS) 66' RIGHT-OF-WAY 10.5, 0 1 -1 10.0- 0 10.5'— PROFILE GRADE IN 7.5 *-(_5) SUBDRAIN LOWER MUSCATINE ROAD - FRANKLIN STREET TO SPRUCE STREET LOCATION T ROAD IDENTIFICATION STATION TO STATION lemon SW SIDE TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB _IJ SW SIDE,N CJ 'TN w c:) y ry 4.0' 3.0' I Ot n � x w c a W m. A %9,q \ � S\t e - .2.G% \� 0--* 8- WATER MAIN (TYP) TYPICAL CROSS SEC TWO LANE *14 PC CONCRETE PAVEMENT WITH 6" STANDARD CURB I PROJECT NO: 091023 OESICJIEO BY: S. SOVERS I NO BATE Br REvISIDN DESCRIPTIIYI I I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-371515371-70.52 I SHEET NO. PROJECT DATE: CHECKER BY: S. SOVERS I *Foth CAB DATE: 2/21/2012 1.38:24 PM BRAVN Br: FROM KIRKWOOD AVENUE TO 1ST AVENUE B 01 CAD FILE: XACRME\2009\O91023\CAOV I..\091023901.nM1t rowA crcr, iowA TYPICAL CROSS SECTIONS AND DETAILS NE SIDE NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL 6" STANDARD CURB ® REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION ® KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. I 1 : I I I VARIES . I Wr I 0m Lo Owz 0-- OOJ+ a¢ I .OSI I I TRENCH J O00% B/C 1Ol PROPOSED PROPE�RTYLINE2.0%�J•A en * PAVEMENT WIDTH VARIES FROM 31.0' TO 41.0'. STA. 17+70 TO STA. 18+45. *-W RIGHT PARKWAY SLOPE = 2.0%. STA. 22+00 TO STA. 25-40 BUSTURNOUT STA. 24+12,50 TO 25+72.50 1A' Wr I I w11r¢ 0W¢i I� NE SIDE I onJ I'- z d xJ 1 3.0' ¢ 1 wa _ II I ROADWAY LIGHTING (TYP.) 11 I I I I I ' 1.0'� 8.0' 7.5' I I I I I 2.5' 2.Oz� NOTES: r• � 4 ,y NORMAL SECTION SHOWN MAY BE 1 APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE s• \ 1 02 ENGINEER SUCH AS INTERSECTIONS. Lt'(e D 00 _ _ _ _ _ _ REFER TO OTHER DRAWINGS FOR _-___ ♦--I DETAILS O O . Q REFER TO 'L' SHEETS FOR 1 DETAILS OF SIDEWALK CONSTRUCTION I I I Q EXCAVATE AND BACKFILL 3.0' 1 03 BACKFILL 4Q 6" STANDARD CURB © REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION ® KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. UTILITY JOINT TRENCH (BY OTHERS) 41.01* IN (TYP. ) 1110111 LOWER MU INE ROAD - SPRUCE STREET TO DEFOREST LOCATION ROAD IDENTIFICAT STATION TO STATI IN IN �wz :na-I OJ W a_ I VARIES —rI or SW SIDE Iw.. ^owi laa- OOJ —baa 7.5' 4.0' I 1 1.0' TYPICAL CROSS SECTION THREE LANE A. \ PC CONCRETE PAVEMENT WITH 4 D." Fz.oz 6" STANDARD CURB 0 WATER MAIN (TYR 8"/ 17+70 to 12"/ 21-60OW 27 41.0' 5.0 14.0' 13.5' 751 I � PROFILE GRADE ,pq I I� 14.0 IN LOWER MUSCATINE ROAD - DEFOREST AVENUE TO MALL DRIVE LOCATION O ROAD IDENTIFICATION STATION TO STATION IMnn I IF STORM SEWER (TYP. U / 7.5' 4.0' 1.0' : A .% QE \ PROPOSED PROPERTY LINE LVJ SUBDRA IN BUS TURNOUT STA. 22+45 TO 23+20 SW SIDE R, CD ._gym N BY REVISION DESCRIPTION #FothFROM LOWER MUSCATINE ROAD IMPROVEMENTS KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371516371-70.52 TYPICAL CROSS SECTIONS AND DETAILS C-) — Ca �n �r rm m 3,7; y C_.D lf? TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 091023 DESIGNED BY: S. SEVERS PROJECT DATE CHECKED BY, S. SOVERs CAD DATE: 2/21/2012 1.3805 PM DRAWN BY: CAO FILE: %:\CR\lE 2009\091023\CAO\Plens\091023-01. M1t NO DATE BY REVISION DESCRIPTION #FothFROM LOWER MUSCATINE ROAD IMPROVEMENTS KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371516371-70.52 TYPICAL CROSS SECTIONS AND DETAILS SHEE' '. B 02 NE SIDE NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION (2) EXCAVATE AND BACKFILL 3.0' Q BACKFILL Q 6" STANDARD CURB (D REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT © JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. I ^` © i I 1 II Z. NE SIDE I_OL UTIL JOINT TR€NCH ROADWAY LIGHTING (TYP.) �I I Nab WWI wu , I I I 6" STANDARD CURB I II I Nd 66' RIGHT -OF -MAY 1:38:26 BO CAD FILE: XACR\IE\2009\091023\CAO\Plum\091D23.BOI.sht _ ROADWAY LIGHTING (TYP.) T 1 ' I I 37.0' IIIxpJ wa x¢l I VARIES S.0' - 7.5' 41.0' 4. 4.0' 4.5' Q JOINT LAYOUT SHALL BE AS SHOWN wa 1 1 13.5' 66' RIGHT-OF-WAY I 2.5 ' r� 37.0' I 29.0' 4 A: pQE I � 8.0' 7.5'41.0' 0 � r 1 I 13.5'14.0' 13.5' 7.0' I IIm I fE PROFILE GRADE 4 4 2.Oiy 2.0X.0- 2.07. 2.0'/. �)♦ I V 000% 3.0' 9" PCC PAVEMENT UTILITY JOINT TRENCH ^ SUBDRAIN (BY OTHERS) I 6" MODIFIED SUBBASE SUBDRAIN I` I �J SEWER (TYP.) 0-0-12- SANITARY SEWER (TYP) 0 USCATINE ROAD - MALL DRIVE TO 1ST AVEN LOCATION Ole ROAD IDENTIF N I STATION TO STAT ZF ^` © i I 1 DETAILS OF SIDEWALK CONSTRUCTION NE SIDE I_OL UTIL JOINT TR€NCH =oma I o1 wa (BY ERS)I (1) wu , I I I 6" STANDARD CURB I II I REFER TO STANDARD ROAD PLAN 66' RIGHT -OF -MAY 1:38:26 BO CAD FILE: XACR\IE\2009\091023\CAO\Plum\091D23.BOI.sht _ ROADWAY LIGHTING (TYP.) T 1 ' I I 37.0' I I 101 4.0' VARIES S.0' - 7.5' 41.0' 4. 4.0' 4.5' Q JOINT LAYOUT SHALL BE AS SHOWN 1 1 13.5' 14.0' 13.5' I 2.5 ' I IIII ® PROFILE GRADE T 4 A: pQE NOTES: 1 1 2,0X. NORMAL SECTION SHOWN MAY BE F- APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE Y, ENGINEER SUCH AS INTERSECTIONS. A 2 REFER TO OTHER DRAWINGS FOR tHQ 9 0 DETAILS ^` © REFER TO 'L' SHEETS FOR 1 DETAILS OF SIDEWALK CONSTRUCTION STP -U-371516371-70-52 UTIL JOINT TR€NCH Q EXCAVATE AND BACKFILL 3.0' (BY ERS)I (1) BACKFILL I\ 6" STANDARD CURB ® REFER TO STANDARD ROAD PLAN 1:38:26 BO CAD FILE: XACR\IE\2009\091023\CAO\Plum\091D23.BOI.sht RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. %i 2. 3.0' 9' PCC PAVEMENT ' SUBDRAIN 6" MOO IF IED SUBBASE 6" SPECIAL COMPACTION OF SUBGRAOE STORM SEWER (TYP.I LOWER MUSCATINE ROAD- 1ST AVENUE TO END OF PROJECT LOCATION O ROAD IDENTIFICATION STATION TO STATION Inch. SW SIDE MATCH EXISTING SYCAMORE MALL PARKING LOT BACK OF CURB TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SW SIDE O O C7 ^` C-)-< STP -U-371516371-70-52 SHEETJMPROJECT DATE: CHECKED BY: S. SOVENS oerE: 2/2112012 PN ORAYN ,<r #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUEB, 1:38:26 BO CAD FILE: XACR\IE\2009\091023\CAO\Plum\091D23.BOI.sht TYPICAROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT NO: 091023 DESIGNED BY. S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTSCAD STP -U-371516371-70-52 SHEETJMPROJECT DATE: CHECKED BY: S. SOVENS oerE: 2/2112012 PN ORAYN #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUEB, 1:38:26 BO CAD FILE: XACR\IE\2009\091023\CAO\Plum\091D23.BOI.sht IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS EAST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Q REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q BACKFILL Q 6" STANDARD CURB OS KT -2 OR L-2 JOINT ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. EAST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS QI REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL ® 6" STANDARD CURB Q5 KT -2 OR L-2 JOINT © REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES Q7 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. R/W R/W _ EXISTING 50' RIGHT -OF -MAY _ 11.0' 4.0' 4.25' 25.0' 4.75' 4.0' a PROFILE GRADE rT}P 1,.2.07. 9jT 4 �� P 6" SPECIAL COMPACTION OF SUBGRADE 9" PCC PAVEMENT 6" MODIFIED SUBBAS FRANKLIN STREET LOCATION 3T ROA�IOENT TION STATION TO STA&OT Incnsa R/W R/W EXISTING 60' RIGHT-OF-WAY 0.0' 1 30.0' .5' 1 25.0' 1 3' 4.0' 1.0' a PROFILE GRADE T 5I fa 4.0% OX 9iT VARIES �, Q T IDEWALK O <� VARIES VAR IES y- ® rT}p 2 4 'J ASH STREET LOCATION n ROAD IDENTIFICATION I STATION TO STATION 1 nnc ea WEST TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB WEST CD NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 MGIIR�J SHEET N0. 9 71 FROM KIRKWOOD AVENUE TO IST AVENUE A9 T?P,LCAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 091023 OESIEO BY: S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SHEET N0. PROJECT NATE, CHEMO BY: S. SOVERs zrzvzorz Iaea> PH OR AwN By. +Foth FROM KIRKWOOD AVENUE TO IST AVENUE B.04 CAD NaTE: CAO FILE: X:\.M\IE\2009\091023\CAO\Plana\091023-BOI.Sht IOWA CITY,1OWA TYPICAL CROSS SECTIONS AND DETAILS VVEST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL 40 6" STANDARD CURB Q KT -2 OR L-2 JOINT Q REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES Q) JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS QI REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL Q 6" STANDARD CURB Q KT -2 OR L-2 JOINT Q REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. R/W I Wei R/W R/W I� EXISTING 50' RIGHT-OF-WAY 0. _ 24.5' _ I _ 25.5' _ II.O' 1 4.0' 4.5' 25.0' 4.5' 4.0' 1.0' I 01 10 II I 9P yOA 4 f� PROFILE GRADE 9. m -S IIIIII PINE STREET NORTH/ SPRUCE STREET NO LOCATION ogoO ROAD TIF ICAT ION I STATJG O STATION I 1mN 4I PROFILE GRADE 1 O <..VAFIES VARIES ft: Q I GINTER AVENUE LOCATION n ROAD IDENTIFICATION I STATION TO STATION I IncvNes 4 EAST TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SOUTH TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 041023 DESIGNED BY. S. SOVEM 0 S2 LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 SHEET N0. PROJECT DATE: CHECKED BY: s. MYERs In W —v M co •r �0�� lP FROM KIRKWOOD AVENUE TO 1ST AVENUE TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 041023 DESIGNED BY. S. SOVEM jjNOj DATE IBY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 SHEET N0. PROJECT DATE: CHECKED BY: s. MYERs CAD DATE: 2/2112012 1:38:27 PM ORAVN BY: �0�� FROM KIRKWOOD AVENUE TO 1ST AVENUE B.05 CAD FILE:%:\CR\IE\200a.091023\CAD\PI,ns\091023_Bo, " V IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS R/W I WEST I I NOTES. NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS 01 REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' (3) BACKFILL 4g) 6" STANDARD CURB Q KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES Q) JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. 4.0% EXISTING 60' RIGHT-OF-WAY 5.0' PROFILE GRADE VAR I 2 PINE STREET SOUTH LOCATION ROAD IDENTIFICA TO STATION R/W I I I 0-4.07. 44.07. �_-- ryA c EAST TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB R/W R/W I I EAST WEST EXISTING 60' RIGHT -OF -MAY I ' 30.5' 1.0 .0' 1 9.5' 25.0' ARIES a O ^ y9 scop 4 PROFILE GRADEi 5 4.0'/. rte. r® NOTES:I 4•VAR IES VAR IES �)• 2 p `�Y� - r' "O � NORMAL SECTION SHOWN MAY BE Q .�1-rT {I 1 APPROPRIATELY MODIFIED FOR AREAS 4 DASI — - - _ - - _ - - ENG INEERSPECIFICASUCHLLY INTERSECTIONS. REFER TO OTHER DRAWINGS FOR - DETAILS \D G] REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' 6" SPECIAL COMPACTION OF SUBGRAOE 9 PCC PAVEMENT 03 BACKFILL 6" MODIFIED SUBBASE ® 6" STANDARD CURB ® KT -2 OR L-2 JOINT T AL CROSS SECTION ® REFER TO 'L' SHEETS FOR DETAILED SPRUCE STREET SOUTH TWO LANE INFORMATION ON PROPOSED PAVEMENT CONCRETE PAVEMENT WITH ELEVATIONS AND CROSS SLOPES LOCATIONPC (2 JOINT LAYOUT SHALL BE AS SHOWN ROAD IDENTIFICATION STATION TO STATION iO: 6" STANDARD CURB IN THE L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. SPRUCE STREET SOUTH 1 120+23 121+05 a PROJECT N0, 091023 DESIGNED BY: S. BOYERS NO DATE BY REVISION OEBCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(837)-70-52 ' PROJECT DATE. CHECKED BY: S. BOYERB CAD DATE: 2/21/2012 1:3BQ8 PM DRAWN BY: *Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE B.06 CAD FILE: XACR\IE\2009\091023\CAO\Pl.\O9IO23_BOL:Nt IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' 03 BACKFILL 6" STANDARD CURB ® KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES 07 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. WEST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION EXCAVATE AND BACKFILL 3.0' (2) BACKFILL 0 6" STANDARD CURB ® KT -2 OR L-2 JOINT ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'C'. R/W I EXISTING 60' RIGHT-OF-WAY 30.0' 0 55 1d 1.0' 4.0 1 9.5' 25.0' I 9A/ 4.0'/. �� T 5 VARIES VARI 2 Y AVENUE ljj:T71ON ROAD IDENTIFICATION Ju 4.0' 5.0 (ppe 4 YP o STATION GRADE t. 4.0% PROFILE GRADE I MIDAMERICAN NORTH LOCATION ROAD IDENTIFICATION I STATION TO STATION R/W I I I I.0'I I MOM SOUTH TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB EAST c TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB RS PROJECT N0: 091023 CESIWEO BY, S. SOVEPS BY N LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)--70-52 SHEET W. PROJECT DATE: CHENDESISIE0 BY: S. SOVBOYEFE PM DRAWN BY: *Foth �I ryI "O FROM KIRKWOOD AVENUE TO 1ST AVENUE _ W c4 DATE: 2/21/2012 1:38:28 l� TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB RS PROJECT N0: 091023 CESIWEO BY, S. SOVEPS BY NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)--70-52 SHEET W. PROJECT DATE: CHENDESISIE0 BY: S. SOVBOYEFE PM DRAWN BY: *Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE B.07 c4 DATE: 2/21/2012 1:38:28 TYPICAL CROSS SECTIONS AND DETAILS LA0 FILE: %:\OV\1E\2009\091023\LPD\Plana\091023-BOleht IOWA CITY, IOWA WEST R/W I 33.0' I.0' 4.0' VARIES 18.5' i 12.5' 9./ 4 Typ c NOTES: NORMAL SECTION SHOWN MAY BE <.. 2.0% APPROPRIATELY MODIFIED FOR AREAS 1 0 SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Q REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' 03 BACKFILL 6" STANDARD CURB © REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION ® KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. NORTH 3.0' 5 SUBORA IN STORM SEWER (TYP,) —►-L� ROAD IDENTI EXISTING 66' RIGHT -OF I PROFILE GRADE 2.0%-)♦ SYCAMORE STREET LUCATID _ _T I&LON STATION TO STATION IMna lu R/W VARIES 1 8.0' 1.0 2.0% 9 Y/ 12" WATER MAIN (TYP ) EAST TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SOUTH i I I 1 0 4 PROFILE GRADE N ITy'c T o t•s,"-i.. C" .:' �L 4.0% 5 4.0% 9. 0 VAR IES VAR IES -)♦ ® y __________ --{� ':^I 'V gin C 9 NOTES: -_ -y -i NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS S SPECIFICALLY DESIGNATED BY THE -- •. ENGINEER SUCH AS INTERSECTIONS. ?js REFER TO OTHER DRAWINGS FOR DETAILS 6" SPECIAL COMPACTION OF SUBGRAOE 8 PCC PAVEMENT © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION 6" MOO IF LEO SUBBASE Q EXCAVATE AND BACKFILL 3.0' (2) BACKFILL OQ 6" STANDARD CURB TYPICAL CROSS SECTION Q KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED MIDAMERICAN ENTRANCE TWO LANE INFORMATION ON PROPOSED PAVEMENT PCC RETE PAVEMENT WITH ELEVATIONS AND CROSS SLOPES LOCATION O 6" STANDARD CURB (2 JOINT LAYOUT SHALL BE AS SHOWN ROAD IDENTIFICATION STATION TO STATION Intoes IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'C'. MIDAMERICAN ENTRANCE 1 220+01 220+74 8 PROJECT N0: 091023 DESIGNED BY: S. SEVERS NO GATE BY REVIBION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715837)-70.52 SNEEi N0. PROJECT DOTE: DESIkEQGNS BY: S. SOVERs *Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE B.08 CAD DATE: 2/21/2012 1:38:29 PM DRAWN BY: TYPICAL CROSS SECTIONS AND DETAILS CAO FILE: %:\CR\IE\2009\091023\CAD\Plans\091023-301.snt IOWA CITY, IOWA EAST WEST R/W R/W EXISTING 60' RIGHT-OF-WAY NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS OI EXCAVATE AND BACKFILL 3.0' Q BACKFILL ® 6" STANDARD CURB ® KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Q1 EXCAVATE AND BACKFILL 3.0' ® BACKFILL Q 6" STANDARD CURB (9) KT -2 OR L-2 JOINT ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'C'. ROAD IDENTIFICA 12r� ND AVENUE LOCATION STATION TO 4.0% PROFILE GRADE i4 MIDAMERICAN - KIRKWOOD DRIVE LOCATION n ROAD IDENTIFICATION I STATION TO STATION Incne: TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SOUTH 6.O' 16.5' � N 16.5' I SHEET NO. I B.09 10.0' 11.5' °•T —Iil W I PROFILE GRADE O _C'TS O77 C �{ . / 4.0% -..VARIES VARIES --1 ...:.: ROAD IDENTIFICA 12r� ND AVENUE LOCATION STATION TO 4.0% PROFILE GRADE i4 MIDAMERICAN - KIRKWOOD DRIVE LOCATION n ROAD IDENTIFICATION I STATION TO STATION Incne: TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SOUTH TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB I PROJECT NO: 091023 OESI6IED BY: S.SOVERS I PRWOVENS ECT DATE: CHECKED BY: S.S CAD DATE: 2/21/2012 1:3839 PM DRAWN Br: CAD FILE: XAMNIE\2009\091023\CAD\Plain\091OZiB0l.aht r� *Foth I O N I STP -U-3715(637)-70.52 TYPICAL CROSS SECTIONS AND DETAILS I SHEET NO. I B.09 —Iil W m O _C'TS O77 C �{ lf5 TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB I PROJECT NO: 091023 OESI6IED BY: S.SOVERS I PRWOVENS ECT DATE: CHECKED BY: S.S CAD DATE: 2/21/2012 1:3839 PM DRAWN Br: CAD FILE: XAMNIE\2009\091023\CAD\Plain\091OZiB0l.aht NO DATE BY REVISION OESCRIPTION *Foth I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE I IOWA CITY, IOWA I STP -U-3715(637)-70.52 TYPICAL CROSS SECTIONS AND DETAILS I SHEET NO. I B.09 NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS SEE SHEET U.03 FOR RETAINING WALL DETAILS ® EXCAVATE AND BACKFILL 3.0- (2) BACKFILL 4Q 6" STANDARD CURB ® KT -2 OR L-2 JOINT ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'C'. `PROFILE GRADE E MIDAMERICAN - KIRKVVOOD DRIVE LOCATION ROAD IDENTINkTION I STATION TO STATION/ 4.0 TT}p SOUTH TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB R/W R/W I I SE NW IoOo EXISTING 60' RIGHT OF WAY 3 30.0' r -a 9.25.0' 10.0' 1.0' 1.0' a � N I a C-) s op 4 PROFILE GRADE C-) Trp f %.y T 5 42.0% NOTES: I O 4 VARIES _ VARIES --b;-O y f .-w ,�7. E•�'q NORMAL SECTION SHOWN MAY BE '- 4 APPROPRIATELY MODIFIED FOR AREAS______________�'• SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. - �A REFER TO OTHER DRAWINGS FOR DETAILS Q REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION 6" SPECIAL COMPACTION OF SUBGRADE 9" PCC PAVEMENT Q EXCAVATE AND BACKFILL 3.0' (1) BACKFILL 6" MODIFIED SUBBASE (1) 6" STANDARD CURB ® KT -2 OR L-2 JOINT TYPICAL CROSS SECTION ® REFER TO 'L' SHEETS FOR DETAILED DEFOREST AVENUE TWO LANE INFORMATION ON PROPOSED PAVEMENT LOCATION CONCRETE PAVEMENT WITH ELEVATIONS AND CROSS SLOPES T Q JOINT LAYOUT SHALL BE AS SHOWN ROAD IDENTIFICATION STATION TO STATION Incnea 6 STANDARD CURB IN THE 'L' SHEETS. TRANSVERSE DEFOREST AVENUE I 150+49 151+50 9 JOINTS WILL BE 'CD'. PR ECT N0: 091023 CHECIQE0 BY: S. ROVERS NO DATE BY REVISION DESCRIPTION ION Foth STP -D3715(637)-70-52 SaEL NO, LOWER MUSCATINE ROAD IMPROVEMENTS CAD ECT : 2/ CHECKED BY: S. SOVERB FROM KIRKWOOD AVENUE TO 1ST AVENUE cAD DATE: znlizDlz 1:38:30 PN DRAWN BY: TYPICAL CROSS SECTIONS AND DETAILS B•1 CAO FILE: %.\CR VE\2009\091023\CAO\Plana\091023-BO LaXi IOWA CITY, IOWA PROPOSED PROPOSED WEST R/W R/W PROPOSED RIGHT-OF-WAY VARIES NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Q1 REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' (2) BACKFILL 4Q 6" STANDARD CURB Q REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION ® KT -2 OR L-2 JOINT (2) REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. I9 4'0 VARIES 12.5 111, 1 12.0' 0 1 16.5' 10 1 VARIES 4.0' !•O -NO SIDEWALK SOUTHWEST OF LOWER MUSCATINE ROAD INTERSECTION ROAD I MALL DRIVE LOCATION CATION I STATION TO STATION EAST TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB R/W R/W SE EXISTING 80' RIGHT 0 ' NW 40.0' 110 -4 40.0' 111, 1 45.0' 1.0' 4.0* 6.0' 22.5' 6.25' 4.0'* 1.0' 11.5' 0 i 11.0' 11.0' N +,� 4 PROFILE GRADE o N NOTES: /rrp / .0%•� 4.0'/.x0-6 T 4.0% J�2.0% NORMAL SECTION SHOWN MAY BE �-2.0'/. 2,0%,, +:/ !>-.•1 � m APPROPRIATELY MODIFIED FOR AREAS Ci CJ _ SPECIFICALLY DESIGNATED BY THE 1 ® 4 REFER TO OTHER DRAWINGS FOR ENGINEER SUCH AS INTERSECTIONS. _ _ _ ----'- ---- �� DETAILS�r "V rn rn 01 REFER TO 'L' SHEETS FOR Q DETAILS OF SIDEWALK CONSTRUCTION _ 5 �- EXCAVATE AND BACKFILL 3.0' 6" SPECIAL COMPACTION OF SUBGRAOE R' PCC PAVEMENT SUBDRAIN Q BACKFILL ® 6" STANDARD CURB 6" MODIFIED SUBBASE © REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 TYPICAL CROSS SECTION STIS SHOWN INTABULATION 1STAVENUE FOUR LANE ® KT -2 OR L-2 JOINTLOCATION O PC CONCRETE PAVEMENT WITH Q JOINT LAYOUT SHALL BE AS SHOWN IN THE L' SHEETS. TRANSVERSE ROAD IDENTIFICATION STATION TO STATION IMnes 6"STANDARD CURB JOINTS WILL BE 'CD'. IST AVENUE 183+35 185+54 9 PROJECT NG: 091023 DESIGNED BY: S. BOYERS IND DATE BY 1 REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SH W. PROJECT DATE: CHECKED BY: S. BOYERB I I_ CAD DATE: 2/2112012 1,30.3 -1 -PM DRAWN BY:IN I *Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE B.11 CAD FILE: K:\CR\IE\2009\09IO23\CAD\Plane\091023) tL t IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS GENERA WATER MAN RELOCATION NOTES I CONTRACTOR SHALL CONTACT THE CITY OF IOWA CITY WATER DEPARTMENT TWO WEEKS PRIOR TO THE RELOCATION OF THE WATER MAIN.A 48-HOUR FINAL NOTICE WILL BE REQUIRED TO FINALIZE COORDINATION ISSUES. RELOCATION OF WATER MAN WILL BE RESTRICTED TO TIMES WHICH MINIMIZE DISRUPTION TO THE DISTRIBUTION SYSTEM AND SURROUNDING WATER SERVICES. CONTRACTOR TO COMPLETE RELOCATION AS SOON AS POSSIBLE AFTER INTIKIZIND RELOCATION. 2. CONTRACTOR TO CLEAR ALL DIRT IND DEBRIS GET ALL FITTINGS AND RPE PRIOR TO INSTALLATION. THE INTERIOR OF AL PIPE AND FITTINGS USED SHALL BE SWABBED WITH A MADE CTO TENSUR TLHAT MYOF THE WATER THAT ARE Y INSTALLED. THEEHPETJOMTO SPACESL BE CONTANS AN AVAILABLE -CHLORINE CONCENTRATION OF APPROXIMATELY 25 ma/L. THIS MAY BE PIPEOBERORE �TB6 LOWERED INi10MAHWEFCTRENCH. GRANULES OR TARLETS TO EACH LENGTH OF 3. THE CONTRACTOR WILL NOT BE REQUIRED TO PRESSURE CHECK THE RELOCATED MAN. EVERY EFFORT SHALL BE MADE TO PROPERLY INTALL THE WATER MAN TO ENSURE THE INTEGRITY OF THE MAN. A VISUAL INSPECTION WILL BE MADE WITH THE PRESENCE OF THE IOWA CITY WATER DEPARTMENT PRIOR TO RECHARGING THE WATER MAN. 4. ALL CONCRETE THRUST BLOCKS SHALL USE M-4 HIGH EARLY STRENGTH CONCRETE MX. EXISTING WATER MAIN _ 22.5° DIP MJ BENDS W/ MEG -A -LUGS F 10.0' STORM SEWER INTAKE TYPICAL HORIZONTAL WATER MAIN ADJUSTMENT NOT TO SCAE EXISTING WATER MAIN NEW WATER MAIN PIPE AND FITTINGS NOTE ALL PIPE AND FITTINGS TO BE RESTRAINED USING MEGALUG MECHANICAL JOINT RESTRAINTS PROPOSED OR EXISTING SEWER 22.5' MJ BENDS ITYP.1 TYPICAL VERTICAL WATER MAIN ADJUSTMENT EXISTING WATER MAIN z 22.5' DIP MJ BENDS W/ MEG -A -LUGS D THRUST BLOCK DETAIL MI 8 INCHES TH UNDISTURBED EDGE JOINTS OR DRAIN HOLES SI THRUST BLOCK AND THE P AT THE CONCRETE BEARING D WlIr iFECTION CHANGES, AT THRUST BLOCKS SHALL BE P.S.I. MINIMUM STRENGTH. A ;HALL BE CAST AGAINST A I FOR BEARING. NO BOLTS, INTO CONTACT WITH THE CONCRETE BE WRAPPED WITH A PLASTIC SHEET THRUST BLOCK QUANTITIES (SQUARE FEET) THE ABOVE AREAS ARE 13SED UPON A OF UNDISTURBED SOIL. IF ACTUAL SOI 2000 PSF, THE THRUST BEARING AREA SOIL BEARING STRENGTH. 1 THRUST BLOCK QUANTITIES O '.000 PSF DC7 3 a li d THAN ON ACTUALy ,Mysam n MUSCATINE ROAD IMPROVEMENTSCAD f J —i r r LA) rn -:30 DATE: 2/21/2012 (MIDI PH DRAWN BY:*,.,FothFROM KIRKWOOD AVENUE TO 1ST AVENUE B12 �'I11�i�Lli�:lL•�t7' R(��11�'��iL� CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS THE ABOVE AREAS ARE 13SED UPON A OF UNDISTURBED SOIL. IF ACTUAL SOI 2000 PSF, THE THRUST BEARING AREA SOIL BEARING STRENGTH. 1 THRUST BLOCK QUANTITIES O '.000 PSF DC7 3 a li d THAN ON ACTUALy ,Mysam n MUSCATINE ROAD IMPROVEMENTSCAD f J —i r r LA) rn -:30 DATE: 2/21/2012 (MIDI PH DRAWN BY:*,.,FothFROM PROJECT N0: 891023 DESIGNED Y: S. BUYERS OATE: CHECKED BY: S. BUYERSLOWER ND 0A1E BY REYIBION OEBORIPTION MUSCATINE ROAD IMPROVEMENTSCAD STP -U-3715(637)-70-52 SHFFI rvPROJECT DATE: 2/21/2012 (MIDI PH DRAWN BY:*,.,FothFROM KIRKWOOD AVENUE TO 1ST AVENUE B12 LAO FILE: %:\CR\IE\2009\091023\CAO\PMna\09102iB01.MtIOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS Y HYDRANT WITH d' jj ATERMAIN AND SMAL 5/• "I'm 1 NN AND ABOV MAIN VALVE d 6" INLE CONNECTION ASP FACT OSPECIFICATIONS. GRADETFINSH VALVEE 1" MA%. "WATER" 6" OR LESS a• •• LENGTH, •- LOCKABLE LID OR EQUAL. CONCRETE THRUST BLOCKzC POURED AGAINST UNDISTURBEDO NOT CODRAIN HOLES TRACER WIRES.. NOTES 1. 3 ML 2. TRENCH BACKFILL I PEA GRAVEL OR 5'6" MIN. GRANULAR /—BACKFILL I HOLDING SPOOL OR MEGA LUG AS REQUIRED UNDISTURBED SOIL 6" ;TILE IRON PIPE - OR NOTE: BE LAT OWEST NOZZLES MUST l'-6" AND NOT MORE THAN V-11" ABOVE FINISH GRADE. FINISH GRADE ---ANCHORING TEE OR STANDARD TEE AND "ROTO RING" (SWIVEL TEE PREFERRED) PRECAST CONC. BLOCK LUGS BETWEEN HYDRANTS, MAIN, IF DESIRED IN LIEU OF THRUST GENERAL WATERMAIN INSTALLATION NOTES ALL FITTINGS AND VALVES SHALL BE DUCTILE IRON WITH MEGA LUG MECHANICAL JOINTS AS SPECIFIED. ALL BURIED DIP PIPING, FITTINGS. VALVES AND HYDRANTS SHALL BE INSTALLED WITH POLYETHYLENE WRAP AS PER SPECIFICATIONS. ALL DISTURBED AREAS SHALL BE GRADED TO MATCH EXISTING GROUND CONTOURS AND COMPACTED TO 95X STANDARD PROCTOR AND MATCH EXISTING ROUGH GRADE. WATER MAIN SHALL HAVE 5'-6" MINIMUM BURY, OR OTHERWISE AS NECESSARY TO AVOID FUTURE OR EXISTING UTILITIES AND TO MAKE CONNECTIONS TO EXISTING WATER DISTRIBUTION SYSTEM. DIFFERENT DEPTHS REQUIRED DURING CONSTRUCTION MUST BE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL INSTALL PIPE AS CLOSE AS POSSIBLE TO PROPOSED CONNECTIONS TO EXISTING WATER MANS. THE NEW PIPE SHALL PASS PRESSURE AND BACTERIA TESTING BEFORE CONNECTING TO THE EXISTING SYSTEM. THE REMAINDER OF T AND FITTINGS REQUIRED TO COMPLETE NECTIONS SHALL BE DISINFECTED. STOP BOX STOP BOX LID McDONALD •5601-1" OR 5603-2" McDONALD •5601L (reg) OR 5607L (cement) USUALLY LOCATED 1' BEHIND SIDEWALK CURB BOX ROD McDONALD x5660 SS 5.5' MINIMUM WATER DISTRIBUTION CURB BOX McDONALD x5601-(5') OR x5603-(5') OR EQUAL -CURB STOP McDONALD #61000 (comp.) OR 6100 (fir.) �UELLER #8-25209 (comp.) OR H-1502-2 (flr.) OR H-15201 (fir.) _ CORPORATION VALVE MUELLER #4701 (fir.) OR R 70 18B-25 (coop.) MUELLER NIH -15000 (Flr.) OR 8-25008 (comp.) #ADDLE IS REQUIRED ON PVC MAIN 1 1/2" 6 2" TAPS x3845 AWWA SS STRAP BRASS SADDLE CC k8 #325 WITH NITRILE GASKETS (L.U.S.T. AREAS) 3. MOMM OF 1/3 CUBIC YARD CLEAN GRANULAR BEDDING UNDER HYDRANT ra Dere BY OFA(NIMUM OF 1FT ABOVE HYDRANT DRAIN HOLES) I Fot h N FIRE HYDRANT ASSEMBLY DETAIL o TYPICAL WATER SERVICE DETAIL I STP -U-3715(637)-70-52 TYPICAL CROSS SECTIONS AND DETAILS ro 2 00 a I � .I � W 6 �1�1. •, -O : o tl tO ECT W. 091@3 CEBIGNEO BY: S. SOVERs PROJECT DATE: CMCKED Br: S. SOVERs CAD DATE: 2/21/2012 1:38.32 PM ORAVN BY, CAO FILE: X:\M\IE\2009\091023\CAO\Plen•\091023ACI.M1t ra Dere BY REvlsax DEsaIPn0x I Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA I I STP -U-3715(637)-70-52 TYPICAL CROSS SECTIONS AND DETAILS I sllEEr ra. p 0.13 I 2'- — RIPRAP o ENG INEER IN 1.0'1 24" RIPRAP FABRIC SECTION A -A ENGINEERIN TABLE6 auxrlrlEs FABRIC RIeRAe AT NCP 0JUTS SECTION B-8 ou. OF �(I rtes tlx.l (FT.) Note Q %� Ne iiia-��:i s Is i Pipe sizes larger than those shown require special design. B 10 Requirements for riprap size an thickness antl filter blanket L 1 will be designated in the plans. • Q Forpipes gr equal to 30". use 1.5'. RIPRAP AT OUTLETS eater than or ® All riprap shall be placed 24" depth. Required Injection Points 30' 2II I I� 60 2 Not In I pavement max 80' 90 3 2 Not in I pavement max 80' 120' 4 3 Not in 2 Not in I pavement pavement max 80' max 80' 1 max 80' I20'f INLET SIDE Temporary Earth 0 Berm 4 Pavement Width I Pavement Width Section along culvert 2" M 30' Him QM11 VB" I 3.0' mi . Q 12 MIII 2" deep Details of Milling Y' Notes: This section may be appropriately modified In areas specifically designated by the Engineer. Use 'C Joints in the doweled median and match the location of all transverse longitudinal Joints to the Joints In the existing pavement. Place tie bars at 24" C -C longitudinal spacing between Joints In pavement. Drill �" holes for tie bars and epoxy to new pavement. See i on I IZ-5 for addi- tional details. Epoxy material shall be as specified in M s IM491.11, appendix C. Q Possible Morta, Q3 4" subdraln at flowllne elevation of culvert shall be extended Into the culvert a distance of 2' plus the height of the culvert. Granular Becovers sbdraln and extends an additional 2'. Q2 Granular Backfill.ckfl ll Slbdram " granular backfill are Incidental to (lovable mortar. Q Ends of culvert shall be plugged sufficiently to retain (lovable mortar. Temporary earth berms are Incidental to flovable mortar. PAVEMENT SLOPE WN.),_ Existing R.C.B. or R.C.P.OS 0 2' a5 BARS AT 12" CENTERS 6" (D#5 x 6" Tie Bars t 4" P.C. Concrete Median 2"12' � I" J 0" Detalls Of Median Placement Q2 4" Sloped Cur) O3 The contractor has the option to mill 2" across the total width of M'. N5 BARS AT 12" CENTERS Existing R.C.B. Culvert- OUTLET ulvertOUTLET SIDE Temporary I - Earth Bem@ 2 _ - 1:1 Typ. I'I 3 - Ir 3 Width 2' Top of opening DOWELED MEDIAN WITH SLOPED CURB 4'-0" HIGH CONSTRUCTION Imp® FENCE SUPPORT W/6' -O" STP -IJ -3715'63%)-70-52 tl • w 1 T} 2.5" CLEAR STEEL POST a 6'-0" O.C. I 5'-0" REINFORCED ��� DIAMETER IN INCHES F— I B.14 CAD DATE: 2/21/2012 1138132 PM DRAWN BY: CRITICAL ROOT RADIUS TYPICAL CROSS SECTIONS AND DETAILS CAD FILE. X:\CR\IE\2009\091023\CAO\Plms\0910n-Wl.sht 1.5' PER I' DIA. q'-0" EX XIST. OF TREE TRUCK TREE S / \ RADE ABOVE GRADE �l PROTECTED 4 '-0" HIGH FENCE ROOT ZONE CONSTRUCTION FENCE FOR TREE PROTECTION 2'- — RIPRAP o ENG INEER IN 1.0'1 24" RIPRAP FABRIC SECTION A -A ENGINEERIN TABLE6 auxrlrlEs FABRIC RIeRAe AT NCP 0JUTS SECTION B-8 ou. OF �(I rtes tlx.l (FT.) Note Q %� Ne iiia-��:i s Is i Pipe sizes larger than those shown require special design. B 10 Requirements for riprap size an thickness antl filter blanket L 1 will be designated in the plans. • Q Forpipes gr equal to 30". use 1.5'. RIPRAP AT OUTLETS eater than or ® All riprap shall be placed 24" depth. Required Injection Points 30' 2II I I� 60 2 Not In I pavement max 80' 90 3 2 Not in I pavement max 80' 120' 4 3 Not in 2 Not in I pavement pavement max 80' max 80' 1 max 80' I20'f INLET SIDE Temporary Earth 0 Berm 4 Pavement Width I Pavement Width Section along culvert 2" M 30' Him QM11 VB" I 3.0' mi . Q 12 MIII 2" deep Details of Milling Y' Notes: This section may be appropriately modified In areas specifically designated by the Engineer. Use 'C Joints in the doweled median and match the location of all transverse longitudinal Joints to the Joints In the existing pavement. Place tie bars at 24" C -C longitudinal spacing between Joints In pavement. Drill �" holes for tie bars and epoxy to new pavement. See i on I IZ-5 for addi- tional details. Epoxy material shall be as specified in M s IM491.11, appendix C. Q Possible Morta, Q3 4" subdraln at flowllne elevation of culvert shall be extended Into the culvert a distance of 2' plus the height of the culvert. Granular Becovers sbdraln and extends an additional 2'. Q2 Granular Backfill.ckfl ll Slbdram " granular backfill are Incidental to (lovable mortar. Q Ends of culvert shall be plugged sufficiently to retain (lovable mortar. Temporary earth berms are Incidental to flovable mortar. PAVEMENT SLOPE WN.),_ Existing R.C.B. or R.C.P.OS 0 2' a5 BARS AT 12" CENTERS 6" (D#5 x 6" Tie Bars t 4" P.C. Concrete Median 2"12' � I" J 0" Detalls Of Median Placement Q2 4" Sloped Cur) O3 The contractor has the option to mill 2" across the total width of M'. N5 BARS AT 12" CENTERS Existing R.C.B. Culvert- OUTLET ulvertOUTLET SIDE Temporary I - Earth Bem@ 2 _ - 1:1 Typ. I'I 3 - Ir 3 Width 2' Top of opening DOWELED MEDIAN WITH SLOPED CURB Ex ting R.0 p r..l-' Height Section t_R�culvert 4-1508 1 � Cap subdrain 05 Removal ofheadwalls may berequired. DETAILS OF CULVERT ABANDONMENT WITH FLOWABLE MORTAR © Outlet shall be filled first. See Injection (Rectangular structures less than 8' In either height or width. point detail for additional Infonxatlon. Circular structures less than 10' Dia.) PROJECT M0: 041023 DESIGNED BY:S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -IJ -3715'63%)-70-52 tl • w 1 T} 2.5" CLEAR ^�q I REINFORCED ��� PAVEMENT DETAIL Ex ting R.0 p r..l-' Height Section t_R�culvert 4-1508 1 � Cap subdrain 05 Removal ofheadwalls may berequired. DETAILS OF CULVERT ABANDONMENT WITH FLOWABLE MORTAR © Outlet shall be filled first. See Injection (Rectangular structures less than 8' In either height or width. point detail for additional Infonxatlon. Circular structures less than 10' Dia.) PROJECT M0: 041023 DESIGNED BY:S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -IJ -3715'63%)-70-52 se_F' v0. RNJECi GATE: CHECKED BY: S. SOVEflS ��� FROM KIRKWOOD AVENUE TO 1 ST AVENUE B.14 CAD DATE: 2/21/2012 1138132 PM DRAWN BY: TYPICAL CROSS SECTIONS AND DETAILS CAD FILE. X:\CR\IE\2009\091023\CAO\Plms\0910n-Wl.sht IOWA CITY, IOWA A W I Mew . g I Leagan, Coun! D W Sbe I caepraRDk Coot 12" 2'-{• matxte el { IT or ka 3 49" yp ser we w a 7--6" 3 E•� :a N.. Ki Lr1651ub[d EN <k �4 PCC A 24 inch :fioneter RLP lar sLtron 6 wenn or 12' 151, 2.411 Exiekg utlliy Itrx. Falls interior sslme of FostNgs. wafer, ga.Olt) K -P the 12" utility clear tans �„ B,-5„ bee of <oba b. 4 e'-7' 3 New, eewx I/i' obar'. sOk lateral TYPE A-1 CLEMIOU Y. SECTION A -A +BMI 30p.101 Existing Whey NOTE- Inslallape suppml In, athOm seserA 12 infors5 e diameter or large: when douches between bottom of new sewer old lop of edshnq line is 12 holes o• less 00 - OWske pipe 6ometer MAP PIF OVER EA1S7 RCP ,an section 40" 1 Ckes I beddr, matxiM RNZI L1iF11@]a REINFORCING BAR LIST 0 W I Mark I Std I Leagan, Coun! D W Sbe Lewhi Coot 12" 2'-{• 4f1 1 { 1 2'-0" 3 49" 4fi 4 7--6" 3 W^ k 33 24 inch :fioneter RLP lar sLtron 6 wenn or 151, 2.411 All 4 r6 1 " 3 �„ B,-5„ 4n 4 e'-7' 3 4f2 { 3'-8" .`f 412 4 Y -B" 6 18" 3'-5" 411 4 3 60" 6`11' 4n 4 B'-74 3 ScONon 412 { -B" ! 412 4 ]'-B" 6 2{.� 4..6..�. 411W6'-4' J PVC 3 fox Dpe. Notch 8'-R. All 4 6`7" 3 —et' am. pe. Of site of "60111 3 Engnrar. 411 4 ]'-B" 6 P... 411! Alberts Type G o,ata ,as rec,uwwo to 61 pipe 51ep0 lY -� 411 4 9'-8' 3 4124 a2 4 IT Be 7 6'-B- 411 3 7B" V-7" 411 4 10'-3e 3412 5 4f2 442"7'.3" 411 3 &" II' -I" {11 4 q'-9' 3025 4f2 4 }'-B• B CkawI 'L45' 45• BeM SWtroil END OF RUN IN-LINE TYPE A CLEANOUT CONNECTIONS TYPE B CLEANOUT (Ron tome arms onIY) 9� DETAL A 1 @ (Dimensions are normal) lI1mmiN CLEA is rernao Lme[la Nth T1Md�- s1UWYTy WMBLM M CenecOxn TING SEWER i SW 601 [ming Falls "Olt 4arnce 1-1.r Precast I, 0" min SAdTARY SEWER MrVMOLE REPLACEMENT VAT EW O n �n `T W Q 14 Alla mom 1`071116 OI Fa oJoh. cenim shahs, maintain a anoint of 12 mcma of cxpeb .1...o -F.. sags of wt awwww"' Q 12 iron r:e mun rise h"I shore N ppe openings. L ocatfon Station (�t 1tY0 i RAN Precast River Sed.O Pr[cazl Bae with 40 Match s tion \= EIGSTNGSNIIIN EIi WER ` Wok "nom, Claw 52 Q:c1Ae Mm Cmr�eclion Cast In 2'MR. 4MM1 Wt's Per A51M 0923 Out I Be06g MxxiM 1bDlge • Maxim:m Ppe D'amelx Moss Oiarclx (ncMal la } IiKM) ol'an oleo 48 24 M fi0 J6 21 72 Q Newt' MI Mark 6d with Stam" or 41 T.eOded PVC cop 2 talar <al:1g W bed an top of reef ]6 96 ooo hoay ixrule 4 provide 2 Wlel1 tleamce, tliwrxen 111 .0ba ettee pkg W^ k 33 24 inch :fioneter RLP lar sLtron 6 wenn or to safe :10 inch 6areter RCP For ID to t2 inch P REJ'ob. A maufoclued clealnul may W used .`f in Fwu ala Type B cituou .if approved by N the E11giRer. See Detak0. ScONon Q Design is Intereh d For use ca-yuatlon with B" final PVC B incl PVC riser low. Olhesn sized caps may be J PVC fox Dpe. Notch sed with smkr ppe. as approved by the —et' am. pe. Of site of "60111 Engnrar. - - abbon P... " Genote Alberts Type G o,ata ,as rec,uwwo to 61 pipe 51ep0 . S... L ."..... L base zta. CkawI 'L45' 45• BeM SWtroil END OF RUN IN-LINE TYPE A CLEANOUT CONNECTIONS TYPE B CLEANOUT (Ron tome arms onIY) 9� DETAL A 1 @ (Dimensions are normal) lI1mmiN CLEA is rernao Lme[la Nth T1Md�- s1UWYTy WMBLM M CenecOxn TING SEWER i SW 601 [ming Falls "Olt 4arnce 1-1.r Precast I, 0" min SAdTARY SEWER MrVMOLE REPLACEMENT VAT EW O n �n `T W Q 14 Alla mom 1`071116 OI Fa oJoh. cenim shahs, maintain a anoint of 12 mcma of cxpeb .1...o -F.. sags of wt awwww"' Q 12 iron r:e mun rise h"I shore N ppe openings. L ocatfon Station (�t 1tY0 i RAN Precast River Sed.O Pr[cazl Bae with 40 Match s tion \= EIGSTNGSNIIIN EIi WER ` Wok "nom, Claw 52 Q:c1Ae Mm Cmr�eclion Cast In 2'MR. 4MM1 Wt's Per A51M 0923 Out I Be06g MxxiM 1bDlge • Maxim:m Ppe D'amelx Moss Oiarclx (ncMal la } IiKM) ol'an oleo 48 24 M fi0 J6 21 72 I PROJECT NO: 091023 DESIGNED Y: WIPERS Efl5 S. WIPERS NO DoE BY REDx (NOMINATIONrts(NOMINATIONPR_ I �0�� I LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 I CAD DATE: 2nv2D12 1138:33 PM DRAWN BY: �— FROM KIRKWOOD AVENUE TO 1ST AVENUE BA 5 GAD FILE: x:\M\lE Zoe ia23\CADNPIxte\ov1a23-BD1.ehb Iowa CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS 41 ]D 64 48 ]6 96 6D 4 I PROJECT NO: 091023 DESIGNED Y: WIPERS Efl5 S. WIPERS NO DoE BY REDx (NOMINATIONrts(NOMINATIONPR_ I �0�� I LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 I CAD DATE: 2nv2D12 1138:33 PM DRAWN BY: �— FROM KIRKWOOD AVENUE TO 1ST AVENUE BA 5 GAD FILE: x:\M\lE Zoe ia23\CADNPIxte\ov1a23-BD1.ehb Iowa CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS Bak 4'0"min. 8" 4'-0' 8" of Cub 13" `ED',Nnt Edstng Pavement Joint =II= If II If If II I II II II II II II — II II II II II _ II II c II II � I""0 FLOW 4imminow- Edge to 1/4" rad. IT -4" (min.)to 2D' -O" (me.) match ensuing pavement joule PLAN G— —B'Joint 6..4„ q�.p�. 8.. Back of Curb 13" 0qIF— E 21_ Bj_.tnser, IIIIIIIIIIIkIIIIIIIIII �IIIIIIIIIIIIIIIIIII — z FLOW Edge to/i"rod. 'ED' Joint IT -4" Imh.l to 20'-0" (max.) 11"I"g match existing pavement joints Pa., Joint RN Cnsert �_ For joint details, refer to PV 1. STANDARD ROAD WW -W41 Povement REINFORCING BM LIST Joint Mak a1 Size 4 Location Shope Bose MODIFIED OPEN -THROAT Spacnq 14" 02 CURB INTAKE HOER PAVEMENT Bose — 5'-0" U" bl For pint dishes, refer to PV -1. 2'-0" min. Grade / _ 4'-0'6n at at Low Point = B' Joint V 4..p• 8'-1 r �x12'1 I s' -s 20" L c1 L e3 of Curb Variable 4'-0" (min.) to 8'-O" Incl b3 TYRCAI SECTION TYPICAL SECTION MODIFIED m �' A 12, 5'-9" Sort Wan STANDARD ROAD PLAN SW -541 rFO. 'I 6'-9" Long Wal 2V' 4^ /p -}..L L w MODIFIED OPEN -THROAT BENT BARS CURB INTAKE UNDER PAVEMENT -. Back of Curb I 3'= c Grade of 6" 03 ord Curb min. b3 1:2 CUB OPENING 01 39 inches whe attacMng the SW -542 extension anal keyed construction point when attacNng the SW -542 extension unit. Casting r"I Back of Cub (1) Modify dimensions as required to accommodate other curb heights when ....died. MODIFIED'" STANDARD ROAD PIAN WW -W41 MODIFIED OPEN -THROAT CURB INTAKE TINDER PAVEMENT Grade 16. _ Q 25v 1' %.:'A' 2 7.. c 1 d _bZ T'mn. U" b2 dM OPENING p1 39 inches when clinching the SW -542 endension unit. AEaitionalkeyed construction joint when attaching the SW -542 extensmn wit. REINFORCING BM LIST Mak a1 Size 4 Location Shope Bose englh 7'-0" Spacnq 14" 02 4 Bose — 5'-0" U" bl 4 Wal N -O" 14" bi 4 WON — Vu. 12" b3 4 Wal u vor. 12" c1 4 Top r 2'-e" 14" c2 4 Tap 5'-0" See Detail c3 5 Tap — 5'-0" See Detail c4 4 Top — 5'-4" See Detdl Casting r"I Back of Cub (1) Modify dimensions as required to accommodate other curb heights when ....died. MODIFIED'" STANDARD ROAD PIAN WW -W41 MODIFIED OPEN -THROAT CURB INTAKE TINDER PAVEMENT Grade 16. _ Q 25v 1' %.:'A' 2 7.. c 1 d _bZ T'mn. U" b2 dM OPENING p1 39 inches when clinching the SW -542 endension unit. AEaitionalkeyed construction joint when attaching the SW -542 extensmn wit. O3 Modify dimensions as required to accarmnodole othercurb heights when speafied. MODIFIEDMOD.1 ARD ROAD PLAN LT44fl MODIFIED OPEN -THROAT CURB INTAKE LIFER PAVEMENT iii PROJECT N0: 09[023 OESICNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION STP -U-3715(637)--70-52 Foth LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT GATE: CRACKED BY: S. SOVERS FROM KIRKWOOD AVENUE TO 1ST AVENUE p .I G CAD GATE: 2/21/2012 1:38:33 PM BRA" BY: B, 1 6 CAO FRE: XACR\IE\20D9\091D23\CAD\Plws\D91az3.eo l.,ne IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS REINFORCNG BM LIS Mark Size Location ShapeLength Spacing of 4 Bose — 7'-0". A2 4 Base — 1 6'-0" 1 14" bi 4 Wal — 1 Y -D" 1 14" Q 4 Wal b3 4 Wal u cl 4 Top r c2 4 Top l JIS" C3 5 Top il c4 4 Tap I O3 Modify dimensions as required to accarmnodole othercurb heights when speafied. MODIFIEDMOD.1 ARD ROAD PLAN LT44fl MODIFIED OPEN -THROAT CURB INTAKE LIFER PAVEMENT iii PROJECT N0: 09[023 OESICNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION STP -U-3715(637)--70-52 Foth LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT GATE: CRACKED BY: S. SOVERS FROM KIRKWOOD AVENUE TO 1ST AVENUE p .I G CAD GATE: 2/21/2012 1:38:33 PM BRA" BY: B, 1 6 CAO FRE: XACR\IE\20D9\091D23\CAD\Plws\D91az3.eo l.,ne IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS TYPE GATE BY la:nslw oiscRlrTiue TYPEA LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(837)-70-52 Two Pk[[ G.n'oh, CAB GATE: 2/21/012 1:30:34 PN DRAWN BY, Tm'-'e[e fixed! to li" I Foth F,. Noln: se. one mea" al" and howl Mtn TYPE C CAO FILE: %:\CR\IE\2009\091023\CAO\Plein\091823-BOLNt " -Y IOWA CITY. IOWA ir0-pece fixed 101.g AM W -'owl over TYPICAL CROSS SECTIONS AND DETAILS OI Corer secc wove) sloomp io � Corer Net. OF I0the �� pn0 0mevm.l ore <OMobdE p<Mok. a kom[ Is r,1. m be euwboa to 5lmclme. 611w d wouxlp MY.F w Sb15. ey01Y 5Wc[E VwFiE lrtlne. 811-EOm Lover 0 O"e CI Cover SplllO' nlUn the b.0 [ilo l news 1a ma a min+.am 1 aw %7d -'lend[. �� O Q Femoro We [pcn <aryMli[n of parva I dA.- O WOIr,�� Few I pe pllpcW . Few sur... ld=l IoW d Mles w bole, ent; wM Irmo. ,:.. STORM SEWER & qG �Cf U QQ It ri'n'.ea IF, I ep IwnIN Noll dem IrwM orm Vi a�� �� < ;,hr So., .41 ur......Awe. a.a rubber gmel wMe. O frORK, Os? SANITARY F o Remove NINA ,:pubs com-'elion of For, SERER = P4 C A"ORES DEQ Andrew BIN Eek Flmq. ct'.I PLAN AnIlar eon NON OI fw, uyp l 0.M 2B•low. � Ih' Gar" gill I Y: ':). SODAS24' B %W T p YI�AS /yU:r..°^"'"sem Sed �11F��r1 i11�V� SW�U1 a wm WII fBIe1"tlINAN a'm. RGW A110.dp1 Rpx""TmRub lsx," r, „ q, - TYPICAL SECTION CASTINGS FOR STIIIl1 51 IMAIII - R TYPICAL SECTION CMIfYOi Sa SYSIMI ■M NYSR[S TYPE G e tales lro-pe[e fim0 cosleq Cove [nal[onlon I . GIy nmu stmaarJ logoI one ttol [el,ok a v < I 'r- ------- ----- 30" 18" - 4 STORM SEWER F O mlo m cy2 J� �, t O lfo STRIAS WORKS DS? O'C 411 / 1" I tm All _ 3Y mie a �. ��� 41' 1. ol-NIN p �26-rm.� ©e� A SODAS eTr as.. E.Ar.� ,mR�Nn O 2,.. � 22"mn. flOUlf 010. 8NY"SYpT"N SW�02 -well_.-. . TYPIGI SECTION CASTINGS FCB ROOF DRAIN SPLASH >z STa sEe,EF..RI PAD DETAIL PROJECT NOT 0RIm3 CMECKE0 Y. S. savERS PROJECT Oe TEr CEELREB BY. S. SOYERS GATE BY la:nslw oiscRlrTiue LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(837)-70-52 CAB GATE: 2/21/012 1:30:34 PN DRAWN BY, Ira I Foth FROM KIRKWOOD AVENUE TO IS AVENUE I I B.17 CAO FILE: %:\CR\IE\2009\091023\CAO\Plein\091823-BOLNt IOWA CITY. IOWA TYPICAL CROSS SECTIONS AND DETAILS Type 'E' Terminal Section / (Adjust to fit) Typical Splice Bolt & Hardware (8 Required) B 1 1 1 See Sheet 2, Detail B See Sheet 2, Detail B - Type 'F' Terminal Section a %" Ola. x T-0" cable with one swagged end (See note 3) See Note I ` Typical 2" Long, %" Sp� Bolt. Nut & 2 Plate Washers 1'-6" 6' -3 - Uses %" Hex Bolt. Nut (8 Total)& Washers (16 Total) "table Clips (61411"(Tgp.) 1" Hex Nut & Washer \ f ]16" Bearing plate (See Sheet 8.19)- 6" x 8" x 5' Steel Tube _ (See Sheet 8.19) 10" Long x Y4" Hex Bolt. & Not with 2 Washers Each POST A BCT Sleeve 12" Diameter, 6" Long) & Washer for %" Bolt J L PLAN F-4„ See Detail A Or V V4 Steel tube — (See sheet 8.19) Two 8" Long x Y4" Hex Bolt.--/ & Nut.with 2 washers each or Welded connection option for soil plate and steel tube connection ELEVATION 1'-0" See Sheet 2. Detail A Cable Assembly (See Detain 6'-3" W asxt post Wood breakaway ost (See sheet 2) / Y4" Diameter Holes -A ��p���llllllllllllllllllllll O O O O ANCHOR PLATE DETAIL ASSEMBLED VIEW GENERAL NOTES: 1" Hex Net The details indicated hereon are for a low speed end terminal for beam guardrail. The low speed terminal is used for driveways and entrances. 1. Attach W -beam to steel pipe with 2" long, 58" button head ya" Plate bolt with no washer. No connection to post is required. 2. Bolts shall conform To the requirements of ASTM A 307 and nuts to The requirements of ASTM A 563, Grade A or better, and be galvanized in accordance with ASTM A 153. 3. The cable shall conform to the requirements of AASHTO M 30 and shall be 314" preformed, 6x19, wire strand core or independent wire rope core, galvanize, right regular lay, manu- factvred of improved plow steel with a minimum breaking strength of 42,800 po .- 1%5" Diameter Hole 4. All anle nels, and plates shall conform to the require - I_ o ASTM A 36 and structural tubing To ASTM A 500. II structural steel shall be galvanized in accordance with ASA 123. No punching, drilling, cutting, or welding will —( h3" be permitted after galvanizing. Price bid for "Guardrail, Special Anchor Section each" shall be considered full compensation for furnishing all materials (exclu- 21/x" sive of beam railing) and work necessary to construct the guard - R PLATE END VIEW railend anchorage as detailed hereon. 6'-6" „ 1%„ V„ 1" 5111/ 51/iT' 2„ ` L•SL threaded ei length o . RGl1T Sail plate (See sheet 8.19) 5' A POST B CABLE ASS (6 " Radius %" Radius ass ANCHOR PLATE FABRICATION DETAILS 1%" Standard Swaged Fitting and Stud Y DETAILS REVISION: I" Dia. Stud, --Z NO DATE BY REVISION DESCRIPTION threaded anti ength ei N � L� ANCHOR PLATE DETAIL ASSEMBLED VIEW GENERAL NOTES: 1" Hex Net The details indicated hereon are for a low speed end terminal for beam guardrail. The low speed terminal is used for driveways and entrances. 1. Attach W -beam to steel pipe with 2" long, 58" button head ya" Plate bolt with no washer. No connection to post is required. 2. Bolts shall conform To the requirements of ASTM A 307 and nuts to The requirements of ASTM A 563, Grade A or better, and be galvanized in accordance with ASTM A 153. 3. The cable shall conform to the requirements of AASHTO M 30 and shall be 314" preformed, 6x19, wire strand core or independent wire rope core, galvanize, right regular lay, manu- factvred of improved plow steel with a minimum breaking strength of 42,800 po .- 1%5" Diameter Hole 4. All anle nels, and plates shall conform to the require - I_ o ASTM A 36 and structural tubing To ASTM A 500. II structural steel shall be galvanized in accordance with ASA 123. No punching, drilling, cutting, or welding will —( h3" be permitted after galvanizing. Price bid for "Guardrail, Special Anchor Section each" shall be considered full compensation for furnishing all materials (exclu- 21/x" sive of beam railing) and work necessary to construct the guard - R PLATE END VIEW railend anchorage as detailed hereon. 6'-6" „ 1%„ V„ 1" 5111/ 51/iT' 2„ ` L•SL threaded ei length o . RGl1T Sail plate (See sheet 8.19) 5' A POST B CABLE ASS (6 " Radius %" Radius ass ANCHOR PLATE FABRICATION DETAILS 1%" Standard Swaged Fitting and Stud Y DETAILS REVISION: I" Dia. Stud, --Z NO DATE BY REVISION DESCRIPTION threaded anti ength ei N � L� ij m.l is PROJECT DATE, CHECKED BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS Highway Division TAIL SHEET1540-23(1)11 BEAM GUMRAIL TERMINAL (LOW PROJECT No: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION STP -U-3715(637)-70-52 SNEE' W. PROJECT DATE, CHECKED BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE: 2/21/2012 1,38x6 PR DRAWN BY, #Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE B.18 CPC FRE: x:\CR\IE\2009\091023\CAO\Plans\09I023_BD1sNt IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS a.' GENERAL NOTES: 3" 3" All angles, channels, and plates shall conform to the requirements 1" of ASTM A 36 and structural tubing to ASTM A 500. All structural steel shall be galvanized in accordance with ASTM A123 No punching, drilling, cutting, or welding will be permitted after - ------------- =i -- \ 7„ \\\ galvanizing. " Diameter Holes _ _ — _ _ _ _ _ _ _ _ 16" \ 7%," Diameter - - - ' Holes \ „ — _ — _ _ _ _ _ _ — _ — 2Yd" Diameter Hole \ 6„ z 6„ z \, Ir \'I�\ 3 -6yz Structural Tubing - - — - — - - - ` — - + - T-0" E+2 \I *iS2 =ate 7y2 :i< W v., cn BREAKAWAY POST 2yz"Y2yz" I/" 6" CD IH—HI structured 41- structural I I tube I I I 61, Steel Tube STEEL TUBE 1" Diameter Nut Tack weld 2y2„z21%„zI1„ Secure bearing plate Steel plate with from rotation with Diameter 1 two 10d galvanized nails Hales i” Steel Plate I Diaz q to lyt” Ola. hole tubular steal stud threaded Tack welded to 71 full length %" steel plat $s"' x 1". 8" Steel Plate �" z 4" x 12" Steel plate DETAIL A ly, Diameter Hole---- 6-• 7 I I I - + - - K3" 'A 6" 9" Highway Division V Steel 6" 2'-0" A� Plate 10?;"0.0. Schedule qD ETAIL SHEET 540 23(2) 6galvanized steel pipe AEu1510 . u REVISION N0. REVISION DATE- N" Diameter hole Nev 10-02-01 BEARING PLATE DETAIL B SOIL PLATE BEAM GUARDRAIL TERMINAL (LOW SPEED) PROJECT NO: 091023 OE4GNED BY: S. SOVERS NO DATE 9x REVISION DESCRIPTION STP-U-3715(637)-70-52 EBErT NO. ROJECT DATE, CHECKED BY: S. SOVERS _ _ _ __ LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 1:3SX PM DRAWN BY. +Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE B.19 CAD FILE: %:\CR\IE\2009\091D23\CAD\Plae\09I023_BDi.Ot IOWA CITY, TYPICAL CROSS SECTIONS AND DETAILS 1 3/ 4" PCC :over for it and all Flight of es. ies. :hes. -� 8" 1 PROJECT NO: o9m23 DESIGNED BY: S. SOVERS NO DATE 8, REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 saFFT 9D. PROJECT DATE: CHECKED BY: S. SOVERs CAD DAM 2/21/2012 1:38:37 PM DRAWN BY :.mi ra_: xnCRA1EN20Da\Mia23ACADVIm\041023_BD1.ent IL �O`� FROM KIRKWOOD AVENUE TO IST AVENUE IOWA Cm, sown TYPICAL CROSS SECTIONS AND DETAILS B.20 � Retaining Wall Possible� Posts Sidewalk .[ L`"'1 � r- Handrail Rise 1O r _ _ _-_ _ -_ _ --_ =-7-1"_ _ _ _ _ _ _3 _ _ =71= = 12" 3 5" 15" 4 4" 16" — 4TI- -TT ,I T11 — 'I --TI 'I 7F r- II 'l IIIJ _ U _ U'I_ U U U _'L U. IL _ _ _ II �I I I LJ'___ r-- +------,_-�- _ _ it _ II I _ 'I _ i _ I _ 11 I �_ i,-- I� __' -i, I ___ IL__ --- ,--- Width (Varl@S) n ,I n I. II .I II nil 1111 lu, I n II III II n 11 11 I, II nli IIIA III, n 1 n n II II II •.. LI_ , #4 @ 18" C -C 2 #4 bars in #4 @ 12" C -C top of each I� side rail W -►{ 12" PLAN Possible Sidewalk #4 Bent Bar @ 14" C -C Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. Side O Minimum riser height is 4 inches. Rail Maximum riser height is 7 inches. OMinimum tread depth is 11 inches. O3 Match existing sidewalk width. i W W W W W W W W W W W W 5'-0" max. W W W W W W W W spacing y W W W W W W 12" z 1'-5" to 0 1'-7" 4" PCC Side Rail 4' (match height 2'-10" to _ 6" PCC C-) and batter of „ _ _ - FYI retaining wall) 3 -2 _ _ -_ _ ;; „ I 2' '� �° 3/4" Dowel 1" E.D. Joint n n 1" E.D. Joint ISOMETRIe.y II I 11 11 11 @ 1 3/4" Dowel n n n u z' 4" PCC 6.. PC i 1 x r 2% Varies 2 u W 8" min. 2'-0" /2" max. radiu CASE 2 II 1'-6" tI -►1 , SECTION A -A r� 1 8 BENT BAR PROJECT N0: 091023 DESIGNED BY: S. SLIVERS NO GATE BY REVISION DESCRIPTION �0�� STP-U-3715i637i-70-52 SyEEi a0. PROJECT Dere: cNEaED BY: S. SOVERs _ _ _. -- - 1 LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 1.38,38 PN DRAM BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE B.21 CAD FILE: %:\CR\IE\2009\091023\CRD\Plarn\091023.80 LaM1t IOWA CITU, IOWA TYPICAL CROSS SECTIONS AND DETAILS Rise 1O Tread(2) X y z 2 6" 12" 3 5" 15" 4 4" 16" W W W W W W W W W W W W 5'-0" max. W W W W W W W W spacing y W W W W W W 12" z 1'-5" to 0 1'-7" 4" PCC Side Rail 4' (match height 2'-10" to _ 6" PCC C-) and batter of „ _ _ - FYI retaining wall) 3 -2 _ _ -_ _ ;; „ I 2' '� �° 3/4" Dowel 1" E.D. Joint n n 1" E.D. Joint ISOMETRIe.y II I 11 11 11 @ 1 3/4" Dowel n n n u z' 4" PCC 6.. PC i 1 x r 2% Varies 2 u W 8" min. 2'-0" /2" max. radiu CASE 2 II 1'-6" tI -►1 , SECTION A -A r� 1 8 BENT BAR PROJECT N0: 091023 DESIGNED BY: S. SLIVERS NO GATE BY REVISION DESCRIPTION �0�� STP-U-3715i637i-70-52 SyEEi a0. PROJECT Dere: cNEaED BY: S. SOVERs _ _ _. -- - 1 LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 1.38,38 PN DRAM BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE B.21 CAD FILE: %:\CR\IE\2009\091023\CRD\Plarn\091023.80 LaM1t IOWA CITU, IOWA TYPICAL CROSS SECTIONS AND DETAILS Back �jlllll\\ J Of Curb 13" 'ED' Joint Existing Pavement Joint Bock of Curb ED' Joint Existing Pavement Joint = OJ 4" 'B' Joint ="JJ =C _ _ C - =C FLOW Mmml>-- Edge to 1/4" rod. 11'-4" (min.) to 20'-0" (max.) ch existing pavement joints PLAN q,.p..m�� 8.. 5..0.. g.. 13" -W& - -II- - A - ------------- fL=----=---F-I 4" 'B' Joint II II If II II II II II II II II II it _ It - It Insert w, r' FLOW —MME)lm- Edge to '/,"rod. PROJECT NO: 01 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE. 2/21/2012 1.38:39 PM DRAWN BY, J.EIFFLER CAD FILE: x:\CR\IE\2009\MI023\CAD\Plana\Dg1023-00.822-B24.vht PLM C= - C_ -� c— — Insert For joint details, refer to PV -1. 2'-0" min. on Grade 4'-0" min at Low Point ED' Joint MODIFIED STANDARD ROAD PIAN Existing Pavement Joint MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT 2'-0" min. on Grade 4'-0" min at Low Point C= BJoint C= -_ C= C= Insert B' Joint N 4'-0' 8'-C Back of Curb __P SW -60x2 Back of Curb r-12 20" 2 D-4.. iii -I cl BENT BARS TYPICAL SECTION cT cc Form Grade r Face of 6" 03 F,2 Standard Curb 1.t r 6.. 25" j 11 - - - min. 2 t6 7" c3 CAI ..._.' 2" min. 14" b3 1:2 CURS OPENING m I inches when attaching the SW -542 extension unit. (1) Additionolkeyed construction joint when attaching the SW -542 extension unit. 03 Modify dimensions as required to accommodate other curb heights when specified. IFIED MOD. I I STANDARD DROAD PLAN I SW 541 11 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT Back of Back of Curb SW -602 For joint delails,refer to PV -1. '__Nki Type G Costing ED Jainl MODIFIED STANDARD ROAD PLAN SW -541 Existing Pavement Joint MODIFIED OPEN -THROAT I CURB INTAKE UNDER PAVEMENT L Foth Variable 4'-0" (min.) to 8'-0" (nni b3 TYPIC/L SECTION 5'-g" Short Wall f�12+1 6'-9" 1 Lang Wall / \ \ 0�4"TIp.. 0.3.. L 1`3 cl BENT BARS Joint Grade of 6" (1 and Curb 25'I J- ,. inn. r13167 7"W b2 mii14[^IT2 CURB OPENING CD02blI of 39 inches when attaching the SW -542 extension unit. 02 Additionalkeyed construction joint when attaching the SW -542 extension unit. REINF AR LIST Mark Mark Size LengthSpacing Shope Length Spacing a1 Base Base 7'-0" 14" 4 4 Bose 5'-0" 14" bl 4 Wall 31-0" 14" b2 4 Wall Vol. 12" b3 4 Wall U Var. 12" cl 4 Top r 2'-8" 14" c2 4 Top 5'-0" See Detail C3 5 Top 51-0" See Detail c4 4 Top 5'-4" See Detail 03 Modify dimensions as required to accommodate other curb heights when specified. IFIED MOD. I I STANDARD DROAD PLAN I SW 541 11 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT Back of Back of Curb SW -602 For joint delails,refer to PV -1. '__Nki Type G Costing ED Jainl MODIFIED STANDARD ROAD PLAN SW -541 Existing Pavement Joint MODIFIED OPEN -THROAT I CURB INTAKE UNDER PAVEMENT L Foth Variable 4'-0" (min.) to 8'-0" (nni b3 TYPIC/L SECTION 5'-g" Short Wall f�12+1 6'-9" 1 Lang Wall / \ \ 0�4"TIp.. 0.3.. L 1`3 cl BENT BARS Joint Grade of 6" (1 and Curb 25'I J- ,. inn. r13167 7"W b2 mii14[^IT2 CURB OPENING CD02blI of 39 inches when attaching the SW -542 extension unit. 02 Additionalkeyed construction joint when attaching the SW -542 extension unit. LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA 03 Modify dimensions as required to accommodate other curb heights when specified. MODIFIED MOD.2 TANDARD ROAD PLAN I SW -541 6. 0" See Detail MODIFIED OPEN -THROAT T 4" See Detail CURB INTAKE UNDER PAVEMENT STP -U-3715(637)-70-52 STORM SEWER INTAKE DETAILS B•ZZ REINFORCING BAR LIST Mark Size Location Shape LengthSpacing al 4 Base T-0" I" a2 4 Base 1 1 If 4 Wall 3'-0" 14" b2 4 Wall Var. 12" B3 4 Wall U Vol. 12" cl 4 Top r 2'-8" 14" c2 4 Top 6'4 See Detail c3 5 Top — 4 4 Top — LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA 03 Modify dimensions as required to accommodate other curb heights when specified. MODIFIED MOD.2 TANDARD ROAD PLAN I SW -541 6. 0" See Detail MODIFIED OPEN -THROAT T 4" See Detail CURB INTAKE UNDER PAVEMENT STP -U-3715(637)-70-52 STORM SEWER INTAKE DETAILS B•ZZ e 4 9'-3 B'-9 HLA 1 Il I II I 90.4 r1_ RCP11 LOCATIONSTATION (2)#7 SUPPLEMENTAL BARS EACH I I SIDE OF OPENING, TOP & BOTTOM -I II I ;0.4 1 FGPI I II II 9'-3 9'-9 7'x3' PCBC PLQ #5 EACH FALE, EACH WAY, �'.o e SUPPLEMENTAL BARS EACH SIDE OF PIPE OPENINGS 2 PLAN -MANHOLE 5-95 NOTE: SEE SHEET M.14 FOR MANHOLE 5-95 LOCATION AND RIM,FLOWLINE AND BOTTOM OF WELL ELEVATIONS. CASTING I +- #6 a 6" O.C. SHORT, BOTTOM #5 a 12' D.C. LONG, BOTTOM 1 #5 a 12" O.C. EACH WAY, TOP I I 24.0 Rip - 1 I I II' -9 4 10 5-10; S-10" 10 . 4 v rl , #5 a 10' O.C. EACH WAY, BOTTOM #5 a 12.O.C. EACH WAY, TOP o I I y ,ala l MI< 2'-9 1 2'-9 PLAN -MANHOLE 5-54 NOTE: SEE SHEET M.07 FOR MANHOLE 5-54 LOCATION AND RIM,FLOWLINE AND BOTTOM OF WELL ELEVATIONS. N mommil� 11momm #5 L -BAR DOWELS D7 -."-S �wo cso - 36"x36" a 8" O.C. W 3 e III III C #5 L -BAR DOWELS SW 602 CASTING III lu L� • 1 : nl STEPS ON o I I y ,ala l MI< 2'-9 1 2'-9 PLAN -MANHOLE 5-54 NOTE: SEE SHEET M.07 FOR MANHOLE 5-54 LOCATION AND RIM,FLOWLINE AND BOTTOM OF WELL ELEVATIONS. N #5 L -BAR DOWELS D7 -."-S �wo cso - 36"x36" a 8" O.C. W 3 e III III C #5 L -BAR DOWELS SW 602 CASTING III lu L� #5 L -BAR DOWELS 9 - 36"x36" a 8" O.C. III III OUTSIDE FACE #5 L -BAR DOWELS SW 602 CASTING III lu 24"x24" a 12" O.C. nl STEPS ON I OUTSIDE FACE I 30"0 I _ - _ lu _SOUTH WALL lu I 36''m 124"4 RCP I5"411 RCP I RCP (2) #7 SUPPLEMENTAL RCp1l Ir (2)#5 SUPPLEMENTAL BARS 2" ABOVE RCAP - -, STEPS ON RS EACH SIDE III TYPICAL VERTICAL NORTH WALL _0 CH OPENING III #5 a 12" O.C., _ -- _ _ _ _ _ _ _ _ _ _ _ ,p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - =IIF = - - - - - - - - - - - - - R TYPICAL VERTICAL EACH FACE,EACH WAY 10 p1 10 III = = I #5 a R" O.C., INSIDE FACE m IO m III L 10 #5 a 12"O.C., OUTSIDE FACE 173"x45' ill III (2)#7 51"x31.3° - 51"x31• RCAF (3)#7 #5 a 12" O.L. EACH WAY RCAP RCAP I AL III 3'PCBC III SUPPLEMENTAL HORIZONTAL, PROVIDE 24"x24' I FACE 11 IIIIII -_-nl III BARS EACH FACE CORNER BARS EACH FACE I 1 LBARS o o, 0 III III N J U — #5 L -BAR DOWELS #5 L -BAR DOWELS #5 a 12" EACH WAY, N n STD.#5 HOOK DOWELS - 36"x36° a B" O.C. 24"x24" a 12" O.C. TOP & BOTTOM 0 12° O.C., PROJECT OUTSIDE FACE OUTSIDE FACE 24" INSIDE FACE #5 a 12° EACH WAY, D! TOP & BOTTOM U STD.#5 HOOK DOWELS a 12° O.C., PROJECT SECTION A -A 24" INSIDE FACE SECTION B -B PROJECT 80: 091023 DESIGNED BY: S. OVERS 111401BATE By 1 REVISION DESCRIPTIBN MUSCATINE ROAD IMPROVEMENTS�, STP -U-3715(837)-70-52 SHEET ND. ILOWER PROJECT GATE: CAD DATE: 2/21/2012 1:38.39 PH CHECKED BY: S. SOVERB DRAWN BY: J.EIFFLEa Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE 6.2.3 CAO FILE: K:\CR\IE\2009\091023\CAO\Plme\091023-00.822-B24.aht Iowa CITY, IOWA STORM SEWER INTAKE DETAILS PLAN -MANHOLE 5-53 l`7`� NOTE: SEE SHEET M.07 FOR MANHOLE S-53 LOCATION AND RIM,FLOWLINE AND BOTTOM OF WELL ELEVATIONS. #5 L -BAR DOWELS SW -602 CASTING 24"x32" 0 12" O.C. OUTSIDE FACE NO DATE av REVISION DESCRIPTION #Foth I I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA (2)#5 SUPPLEMENTAL Ill B 24 4 10 5'-I0i 5'-IO2' 10 4 RCAP RCAP 2'-9 JUNCTION BOX PLAN NOTES x�rc x GENERAL Q - - - THESE JUNCTION BOXES ARE TO BE CONSTRUCTED AROUND A COMBINATION Of o I PIPES IN MULTIPLE CONFIGURATIONS. CONSTRUCTION MATERIAL AND METHODS SHALL ALL CONFORM TO STATEWIDE o URBAN DESIGN AND SPECIFICATIONS (SUDAS). N LOCATION STATION o _ _ _ _ _ _ MATERIALS v 0 I I BEDDING STONE -SUDAS SPECIFICATION 3010 2.02 CLASS I (2)#5 SUPPLEMENTAL BARS EACH CONCRETE -IDOT CLASS C - MIX C4- IDOT 2403 COMPLIANT -AIR ENTRAINED SIDE OF OPENING, TOP & BOTTOM 0 10" O.C. EACH WAY, BOTTOM REINFORCING STEEL -ASTM A615, GRADE 60 - IDOT 2404 COMPLIANT #5 " O.C. EACH WAY, TOP PRE -CAST CONCRETE SECTIONS -ASTM G478 x ;nlrc CASTING &SEALING HARDWARE, STEPS-SUDA IFICATK7N 6010 PART CONSTRUCTION NOTES s- m} s' -lo} 1. SUB -BASE A. CAST BE SLABS ON A SUB -BASE OF BEDDING STONE AS PLAN -MANHOLE 5-53 l`7`� NOTE: SEE SHEET M.07 FOR MANHOLE S-53 LOCATION AND RIM,FLOWLINE AND BOTTOM OF WELL ELEVATIONS. #5 L -BAR DOWELS SW -602 CASTING 24"x32" 0 12" O.C. OUTSIDE FACE 11 P #5 L -BAR DOWELS L 24"x32" 0 12" O.C. #5 0 12" EACH WAY, OUTSIDE FACE TOP & BOTTOM o Q STD #5 HOOK DOWELS 0 12" O.C., PROJECT SECTION C -C 24" INSIDE FACE —TYPICAL #5 0 y NE ICAL EACH FACE A' CORNER BARS INIMUM THICKNESS = S' MINIMUM HORIZONTAL DIMENSION = BASE SLAB 4 12" EACH WAY BASE SLABS A. TYPICAL THICKNESS= 12' B. TYPICAL REINFORCING= #5 0 12' OC EACH WAY TOP & BOTTOM C. TYPICAL CONCRETE COVER= 2" TOP & SIDES, 3" BOTTOM D. NOTE SPECIAL WALL DOWELS FOR INDIVIDUAL BOX CONDITIONS. 3. JUNCTION BOX WALLS A. TYPICAL THICKNESS= 10' B. SPECIAL SUPPLEMENTAL REINFORCING REQUIRED AT OPENINGS & BASE AND TOP OF WALL WHEN NOTED ON PLANS. SUPPLEMENTAL BARS ARE SIZED AT #5 OR #7 AS APPLICABLE FOR INDIVIDUAL CASES. PLACE IMMEDIATELY ADJACENT TO OPENINGS SPACED AT 2' INTERVALS STARTING WITH 2' SIDE COVER. iDTYPICALCCONCRErECOVER=2 ICAL WALL REINFORCING = # 5 @ 1Z' OC EACH WAY EACH FACE OJECT DOWELS FROM BASE OR EMBED DOWELS IN TOP OF WALL 24" IMUM IN ALL CASES WITH MINIMUM SPACING OF 12' OC. LARGER XES REQUIRE CLOSER DOWEL SPACING. NER BARS VARY BY CONDITION WITH A MINIMUM CONFIGURATION 'x24' SPACED AT 12' OC S PIC ICKNESS=10' ECIAL S LEMENTAL REINFORCING REQUIRED AT OPENINGS & SE AND T F SLAB WHEN NOTED ON PLANS. SUPPLEMENTAL BARS E SIZED AT #7 AS APPLICABLE FOR INDIVIDUAL CASES. PLACE EDIATELY ADJ NT TO OPENINGS SPACED AT 2" INTERVALS RTING WITH 2' E COVER. PICAL REINFORCING @ 10' OC BOTTOM OR 12' OC FOR SHORTER AN DIRECTIONS WHEN CATED. TOP REINFORCING = #5 @ 12" OC NTER EACH WAY PICAL CONCREFE COVER = 2 L DIRECTIONS PROJECT N01 091023 DESIGNED Y: S. SOVERS PRWECi DATE: CHECKED BY: S. SOVEflS CAD DATE: 2/21/2012 1:38:40 PN DRAWN BYE J.EIFFLER CAD FILE: X:\CR\IE\2009\091023\CAD\Plana\091023-00-822-B24.sht NO DATE av REVISION DESCRIPTION #Foth I I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA (2)#5 SUPPLEMENTAL Ill B 24 BARS, EACH FACE 5TEPS, TYP. SI^x31.3" 51"x31.3" RCAP RCAP 11 P #5 L -BAR DOWELS L 24"x32" 0 12" O.C. #5 0 12" EACH WAY, OUTSIDE FACE TOP & BOTTOM o Q STD #5 HOOK DOWELS 0 12" O.C., PROJECT SECTION C -C 24" INSIDE FACE —TYPICAL #5 0 y NE ICAL EACH FACE A' CORNER BARS INIMUM THICKNESS = S' MINIMUM HORIZONTAL DIMENSION = BASE SLAB 4 12" EACH WAY BASE SLABS A. TYPICAL THICKNESS= 12' B. TYPICAL REINFORCING= #5 0 12' OC EACH WAY TOP & BOTTOM C. TYPICAL CONCRETE COVER= 2" TOP & SIDES, 3" BOTTOM D. NOTE SPECIAL WALL DOWELS FOR INDIVIDUAL BOX CONDITIONS. 3. JUNCTION BOX WALLS A. TYPICAL THICKNESS= 10' B. SPECIAL SUPPLEMENTAL REINFORCING REQUIRED AT OPENINGS & BASE AND TOP OF WALL WHEN NOTED ON PLANS. SUPPLEMENTAL BARS ARE SIZED AT #5 OR #7 AS APPLICABLE FOR INDIVIDUAL CASES. PLACE IMMEDIATELY ADJACENT TO OPENINGS SPACED AT 2' INTERVALS STARTING WITH 2' SIDE COVER. iDTYPICALCCONCRErECOVER=2 ICAL WALL REINFORCING = # 5 @ 1Z' OC EACH WAY EACH FACE OJECT DOWELS FROM BASE OR EMBED DOWELS IN TOP OF WALL 24" IMUM IN ALL CASES WITH MINIMUM SPACING OF 12' OC. LARGER XES REQUIRE CLOSER DOWEL SPACING. NER BARS VARY BY CONDITION WITH A MINIMUM CONFIGURATION 'x24' SPACED AT 12' OC S PIC ICKNESS=10' ECIAL S LEMENTAL REINFORCING REQUIRED AT OPENINGS & SE AND T F SLAB WHEN NOTED ON PLANS. SUPPLEMENTAL BARS E SIZED AT #7 AS APPLICABLE FOR INDIVIDUAL CASES. PLACE EDIATELY ADJ NT TO OPENINGS SPACED AT 2" INTERVALS RTING WITH 2' E COVER. PICAL REINFORCING @ 10' OC BOTTOM OR 12' OC FOR SHORTER AN DIRECTIONS WHEN CATED. TOP REINFORCING = #5 @ 12" OC NTER EACH WAY PICAL CONCREFE COVER = 2 L DIRECTIONS PROJECT N01 091023 DESIGNED Y: S. SOVERS PRWECi DATE: CHECKED BY: S. SOVEflS CAD DATE: 2/21/2012 1:38:40 PN DRAWN BYE J.EIFFLER CAD FILE: X:\CR\IE\2009\091023\CAD\Plana\091023-00-822-B24.sht NO DATE av REVISION DESCRIPTION #Foth I I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA I STP -U-3715(837)-70-52 STORM SEWER INTAKE DETAILS Ill B 24 PRE -CONSTRUCTION NOTES: THE CONTRACTOR SHALL SUBMIT DETAILS OF THE PROPOSED PRECAST BOX SECTIONS TO THE OFFICE OF BRIDGES & STRUCTURES FOR APPROVAL. THE DETAILS SHALL INCLUDE THE FOLLOWING: A. A SITUATION PLAN DRAWING SHOWING THE BACK TO BACK PARAPET DIMENSION FOR THE LINE OF THE CULVERT SECTIONS. ALSO INCLUDE THE NUMBER OF PRECAST SECTIONS AND SECTION LENGTHS. B. A DETAIL OF THE PRECAST CULVERT BARREL SECTIONS SHOWING A CROSS SECTION VIEW OF THE SECTION,STEEL LOCATIONS, D I MENS I ONS, ETC. C. A DETAIL OF THE PRECAST CULVERT END SECTIONS SHOWING A CROSS SECTION VIEW OF THE SECTIONS,STEEL LOCATIONS, DIMENSIONS, ETC„ SIMILAR TO THE END SECTION DETAILS SHOWN IN THIS PLAN. EXAMPLE BARREL AND END SECTION SUBMITTAL SHOP DRAWING SHEETS ARE AVAILABLE AT THE IOWA DOT BRIDGE WEB SITE AT _ ht tp://www.iowadot.g ov/bridge/v8pr ecu I std.h�M% THE CONTRACTOR SHALL ALLOW THIRTY WORKING DAYS FOR THE ENGINEER'S REVIEW. THE LENGTH IN LINEAR FEET OF PRECAST CONCRETE BOX CULVERT WILL BE BASED ON THE PLAN QUANTITY. FOR THE NUMBER OF LINEAR FEET GIVEN ON THE PLAN,THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. THE PAYMENT SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL,LABOR AND EQUIPMENT NECESSSARY TO COMPLETE THE WORK. THE CONTRACTOR SHALL FURNISH AND INSTALL CULVERT TIES FOR ALL JOINTS. THE MAIN SECTION JOINTS WILL HAVE ONE TIE ON EACH SIDE OF THE BARREL AND THE LAST BARREL SECTION WILL BE ATTACHED WITH TWO TIES PER SIDE. CULVERT TIES SHALL BE INCLUDED IN THE COST FOR PRECAST CONCRETE BOX CULVERT. TIE RODS WILL BE I INCH DIAMETER STEEL AND SHALL MEET REQUIREMENTS OF ASTM A709 GRADE 36 OR EQUAL. CULVERT TIE ASSEMBLIES SHALL BE GALVANIZED OR PAINTED ACCORDING TO ARTICLE 2408.02,Q,OF THE STANDARD SPECIFICATIONS. ACRYLIC TOPCOAT NOT REQUIRED. THE LIMITS FOR EXCAVATION FOR THE PRECAST CONCRETE BOX CULVERT SHALL BE AS SHOWN ON THE "GRANULAR BEDDING DETAIL". THE ALIGNMENT AND PROFILE OF THE BOX CULVERT SHALL BE AS DETAILED ON PLAN SHEET M.14. A MINIMUM OF 6 INCHES OF GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF a INCH SHALL BE USED AS BEDDING FOR THE PRECAST BOX CULVERT. THE BEDDING SHALL BE SHAPED TO A FLAT BASE USING A TEMPLATE. THE 6 INCH GRANULAR BEDDING SHALL BE INCLUDED IN THE COST FOR BID ITEM "PRECAST CONCRETE BOX CULVERT% INSTALLATION NOTES: PRECAST CONCRETE BOX CULVERT SECTIONS SHALL BE LAID WITH THE GROOVE END OF EACH SECTION UP-GRADE,AND THE SECTIONS SHALL BE TIGHTLY JOINED. JOINT OPENINGS BETWEEN SECTIONS SHOULD BE AS TIGHT AS PRACTICABLE AND LIMITED TO A MAXIMUM OF 3 INCH OPENINGS. THE JOINT ON THE BOTTOM OF THE CULVERT SHALL BE SEALED WITH A FLEXIBLE WATER TIGHT I INCH BUTYL ROPE GASKET AS PER MATERIALS I.M.491.09. BUTYL ROPE GASKET SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND SHALL EXTEND VERTICALLY 6 INCHES ABOVE THE BOTTOM FILLET. ALL JOINTS SHALL BE TRIMMED CLEAN ON THE INSIDE AFTER SEALING. THE CONTRACTOR SHALL ALSO PLACE A 2 FOOT WIDE PIECE OF ENGINEERING FABRIC AROUND THE TOP AND SIDES OF EACH PRECAST JOINT. THE FABRIC SHALL BE CENTERED WITH I FOOT ON EACH SDE OF THE JOINT, THE FABRIC SHALL BE ATTACHED TO THE WALLS AND TOP OF EACH SECTION TO PREVENT THE FABRIC FROM SLIPPING OFF THE JOINT DURING BACKFILLING OPERATIONS. ATTACHMENT METHODS SHALL BE APPROVED BY THE ENGINEER. ALL COSTS INCLUDING MATERIAL AND LABOR ASSOCIATED WITH PROVIDING THE ENGINEERING FABRIC AND INSTALLING IT AS REQUIRED SHALL BE INCLUDED IN THE BID ITEM "PRECAST CONCRETE BOX CULVERT% THE ENGINEERING FABRIC SHALL BE IN CCORDAN WITH ARTICLE 4196.0 I, B, 3, Of THE STANDARD SPECIFICATIONS. RING BACKFILLING THE COMPACTION ADJACENT TO THE BOTTOM COR DII SHALL BE ACCOMPLISHED WITH A MECHANICAL HAND THE CON OR SHALL FURNISH AND INSTALL LIFTING HOLE PLUGS FOR EACH SECTIDIIIIIIIIIIIAIFTING HOLES SHALL BE PLUGGED WITH A PRECAST CONCRETE 71JOCLED AND COVERED WITH MASTIC OR MORTAR. DESIGN REQUIREMENTS: THE PRECAST CULVERT SECTIONS SHALL MEET THE M REQUIREMENTS OF ASTM C 1433, TABLE I SECTIONS THAT '- DESIGNED FOR COMBINED EARTH DEAD LOAD AND AASHT -20 LIVE LOAD CONDITIONS. ANY PRECAST BOX CULVERT DESIGNS SUBMIT THAT VARY FROM THE ASTM C1433 STANDARD, SHALL BE GNED AND SEALED BY A PROFESSIONAL ENGINEER, CU TLY REGISTERED IN THE STATE OF IOWA. BOXCAR SOFTWARE VERSION 2.0 ATER CAN BE USED TO DESIGN THE PRECAST BOX CULVE Aft REL SECTIONS, PROVIDING THE ANALYSIS MEETS THE MIN REQUIREMENTS OF ASTM C1433. MINIMUM LENGTH OF PR T SECTIONS SHALL BE 4.0 FEET. MINIMUM CULVERT WALL CKNESS SHALL BE 8 INCHES. REINFORCING CLEA VER SHALL BE I INCH MINIMUM AND I} INCHES MAXIMD R THE BARREL SECTIONS. GRANULAR MATERIAL ( MAX. a" SIZE AGGREGATE) a� z T{ v v w m in 2>.�—;. WELDED EYE OR APPROVED EQUAL A xQ 2'-8 (ADJ. tl p"MIN.)xQ EYE BOLT TIE 4, EXTRA STRONG PIPE 13z 334 OP Y TIE DETAIL A A THE CONNECTIONS BE PLACED AT THE DOWNSTREAM E N THE CONNECTIONS ARE PLACED IN F STRUCTURE. SEE DETAIL A * WELD COUPLER TO BOLT TOP VIEW x'2'-8 (ADJ.*I}"MIN.) a a ADJUSTABLE TIE 2'- 8 TIO AS REQUIREDPRODUCE x a ACCEPTABLE JOINT N s U BOLT TIE WELDED PIPE TIE APPROVED CONCRETE BOX TIES EXCAVATION LIMITS W GRANULAR BEDDING DETAIL GRANULAR MATERIAL SHALL TERMINATE 3'-0 SHORT OF THE PRECAST CURTAIN WALL. CL HOLE BOX 1'-4 CULVERTS TAPERED HOLES PERMITTED WHEN PRECAST TYPICAL TIE LAYOUT HOLES SHALL BE CAST OR DRILLED 1'-4 FROM CENTERLINE OF JOINTS FOR BOX CULVERTS,AS SHOWN ABOVE, UNLESS FORMS ARE SET UP FOR I'-4 SPACING FROM OUTSIDE OF JOINT. PRECAST REINFORCED CONCRETE BOX CULVERT NOTES AND BOX TIE DETAILS PROJECT W: 091023 DESIGNED BY: S. 50YERS NO DATE BY REVISION DESCRIPTION Foth STP -U-3715(6371-70-52 5'�E-T`' PROJECT DATE: CHECKED BY: S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 1:38,42 PN DRAWN BY: FROM KIRKWOOD AVENUE TO I ST AVENUE B 25 CAD FILE: X:\CR\IE\2009\091023\CAO\Plam\091023-W-B25aM1t IOWA CITY, IOWA STORM SEWER INTAKE DETAILS N O N rn JOINT M=C CE HOLE" CD O I,_4 TONGUE TAPERED HOLES PERMITTED WHEN PRECAST TYPICAL TIE LAYOUT HOLES SHALL BE CAST OR DRILLED 1'-4 FROM CENTERLINE OF JOINTS FOR BOX CULVERTS,AS SHOWN ABOVE, UNLESS FORMS ARE SET UP FOR I'-4 SPACING FROM OUTSIDE OF JOINT. PRECAST REINFORCED CONCRETE BOX CULVERT NOTES AND BOX TIE DETAILS PROJECT W: 091023 DESIGNED BY: S. 50YERS NO DATE BY REVISION DESCRIPTION Foth STP -U-3715(6371-70-52 5'�E-T`' PROJECT DATE: CHECKED BY: S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 1:38,42 PN DRAWN BY: FROM KIRKWOOD AVENUE TO I ST AVENUE B 25 CAD FILE: X:\CR\IE\2009\091023\CAO\Plam\091023-W-B25aM1t IOWA CITY, IOWA STORM SEWER INTAKE DETAILS PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION EST IMA T EO PROJECT Division 1: Participating QUANTITIES Division 2: NonParticlpating - (MldAmerican North Entrance (Sta. 201+20 to 202+98.45). MldAmerican Loop Drive, MldAmerican Yard Entrance, and MldAmerican Parking lot) 100 -OIC 07-15-97 Item No. Item Code Item Unit Division I Division Ouantitles Estimated 2 Division 3 Division 4 Division 5 Total Division I As Built Division 2 Division 3 Division 4 Olvislon 5 1 2101-0850001 CLEAR+GRUBS ACRE 1 1 ` ' 2 2101-0850002 CLEAR+GRUBS UNIT 796 796 1'"EE C 01 3 2102-2710070 EXCAVATION, CL 10, RDWY+BORROW CY 8083 1841 9924 ESTIMATED PROJECT QUANTITIES 4 2102-2710080 EXCAVATION, CL 10, UNSUIT/UNSTABLE MI CY 2000 2000 5 2105-8425005 TOPSOIL, FURN+SPREAD CY 21 21 6 2105-8425015 TOPSOIL, STRIP. SALVAGE+SPREAD CY 3584 3584 7 2115-0100000 MODIFIED SUBBASE CY 6604 534 7138 8 2123-7450020 SHLD FINISH, EARTH STA 136 136 9 2213-6745500 RMVL OF CURB STA 9.96 9.96 10 2213-7100400 RELOCATION OF MAIL BOX EACH 6 6 II 2301-1033060 STD/S-F PCC PAV'T, CL C CL SY 1542 2530 4072 12 2301-1033080 STD/S-F PCC PAV'T, CL C CL 3, SY 4114 1030 5144 13 2301-1033090 STD/S-F PCC PAV'T, CL C CL 3, 9" SY 22760 22760 14 2301-4874006 MEDIAN, DOWELLED PCC SY 14 14 15 2301-6911722 PCC PAV'T SAMPLE LS 1 1 16 2301-7000110 PAY ADJ I/D-PCC PAV'T THICKNESS EACH 24000 24000 l7 2303-9093010 HMA, DRIVEWAY SY 2812 2812 18 2304-0100000 DETOUR PAV'T SY 1 6770 6770 19 2312-8260051 1 GRANULAR SURF ON RD, CL A CR STONE TON 1000 1000 20 2315-8275025 SURF, DRIVEWAY, CL A CR STONE TON 20 20 21 2316-0000110 PAY ADJ I/D-PCC PAV'T SMOOTHNESS EACH 15000 15000 22 2401-6750001 REMVL AS PER PLAN LS 1 1 23 2415-2100000 PRECAST CONC BOX CULV, 7'X3' LF 311 311 24 2416-0102260 APRON, LOW CLEARANCE, EQUIVALENT DIA. 60" H 1 I 25 2430-0000100 MODULAR BLOCK RETAIN WALL S 1425 14 26 2435-0130148 MANHOLE, SAN SWR, SW -301, 48" EACH 5 5 27 2435-0140148 MANHOLE, STORM SWR, SW -401. 48" EACH 3 3 28 2435-0140160 MANHOLE, STORM SWR, SW -401, 60" EACH 1 29 2435-0140172 MANHOLE, STORM SWR, SW -401, 72" EACH 3 3 30 2435-0140200 MANHOLE, STORM SWR, SW -402 172" X 48"1 EACH 2 kh, 2 31 2435-0140300 MANHOLE, STORM SWR, SW -403 EACH 3 3 32 2435-0140310 MANHOLE, STORM SWR, SW -403 MOO EACH 11 33 2435-0250500 INTAKE, SW -505 EACH 1 001 1 34 2435-0250700 INTAKE, SW -507 EACH 7 1 8 e a 35 2435-0250800 INTAKE, SW -508 EACH 1 4 2 6 36 2435-0250900 INTAKE, SW -509 EACH 7 7 ' 37 2435-0251000 INTAKE, SW -510 EACH 48 1 49 38 2435-0251224 INTAKE, SW -512, 24" EACH I I 39 2435-0251230 INTAKE, SW -512, 30" EACH 1 1 40 2435-0254100 INTAKE. SW -541 EACH 7 7 " 41 2435-0254110 INTAKE, SW -541 1400 EACH 9 9 42 2435-0254200 INTAKE EXTENSION UNIT, SW -542 EACH 14 14 43 2435-0400000 DROP CONNECTION, SW -307 EACH 2 44 2435-0600010 MANHOLE ADJUSTMENT, MINOR EACH IJI3 3 Q...— 45 2502-8212036 SUBDRAIN, LONGITUDINAL. (SHLD) 6" LF 9678 9678 46 2502-8220193 SUBDRAIN OUTLET, (RF -19C) EACH 94 94 Ln 47 2503-0111018 STORM SMR GRAVITY MAIN,TRENCHED,HDPE,I8" 153 153 O 48 49 2503-0114215 2503-0114218 STORM SWR G-MAIN,TRENCHEO. RCP 20000,15" STORM SWR G-MAIN,TRENCHEO. RCP 2000D.18" LF 2301 945 163 2301 OB 50 2503-0114224 STORM SWR G-MAIN,TRENCHEO. RCP 20000,24" LF 1139 51 2503-0114230 STORM SMR G-MAIN,TRENCHEO, RCP 2000D,30" LF 949 94� 52 2503-0114236 STORM SWR G-MAIN,TRENCHED, RCP 2000D,36" LF 356 356 53 2503-0114242 STORM SMR G-MAIN,TRENCHED, RCP 2000D,42" LF 212 212 54 2503-0114248 STORM SWR G-MAIN,TRENCHED, RCP 2000D,48" LF 883 883 55 2503-0116229 STRM SWR G-M,TRENCHED, RCAP 2000D,24XIB" LF 8 8 56 2503-0116252 STRM SWR G-M,TRENCHED, RCAP 20000.52X32" LF 312 312 57 2503-0116265 STRM SWR G-M,TRENCHED, RCAP 2000D,65X40" LF 123 123 58 2503-0116273 STRM SWR G-M,TRENCHED, RCAP 2000D,73X45" LF 99 99 59 2503-0200036 RMV STORM SWR PIPE LE 36" LF 4169 4169 60 2504-0110012 SAN SWR GRAVITY MAIN, TRENCHED, 12" LF 611 611 61 2504-0200804 SAN SWR SERV STUB/RISER, PVC, 1" LF 50 50 62 2505-4008120 RMVL OF STEEL BEAM GRAIL LF 273 273 63 2505-4008300 STEEL BEAM GRAIL LF 107 107 64 2505-4021020 STEEL BEAM GRAIL END ANCHOR, W- EACH 2 2 65 2506-4984000 IFLOWABLE MORTAR CY 60 60 66 67 68 69 70 71 72 73 2507-6800061 2510-6745850 2510-6750600 2511-6745900 2511-7526004 2511-7526006 2511-7528101 2512-1725256 REVETMENT, CLASS E RMVL OF PAV'T RMVL OF INTAKE+UTILITY ACCESS RMVL OF SIDEWALK SIDEWALK. PCC, 4" SIDEWALK, PCC. 6" DETECTABLE WARNING CURB+GUTTER PCC 2.5' TON SY EACH SY SY SY SF LF 118 22197 43 4463 2485 3710 868 1621 83 ITS 22197 43 _ 4463 _ 2568 _ 3710 _ 868 1621 PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION STP -U-3715(637)--70-52 T PROJECT DATE. CHECKED BY: S. MYERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/2112012 2,52,28 PN DRAWN BY, ` ' F�h FROM KIRKWOOD AVENUE TO 1ST AVENUE 1'"EE C 01 CAD FILE: X:\CR\IE\2009\091023\CAO\Plans\091023A01abt �/ IOWACITY, IOWA ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION 100-4A ESTIMATE REFERENCE INFORMATION 00-4A 10-29-02 LLI 02J )Nom Item Code Oescrlptlon )Nom Item Code Description 1 2101-0850001 CLEAR+GRUBS C. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. A. REMOVAL OF TREES MUST BE APPROVED BY THE ENGINEER, ALL COSTS ASSOCIATED WITH REPLACEMENT OF D. THIS ITEM WILL BE PAID BASED ON PLAN QUANTITY OF CUBIC YARDS OF TOPSOIL STRIPPED, SALVAGED AND SPREAD. UNAPPROVED REMOVALS WILL BE AT THE CONTRACTOR'S EXPENSE. B. INCLUDES REMOVAL FROM PROJECT SITE AND DISPOSAL OF TREES AS IDENTIFIED BY THE ENGINEER OR SHOWN 7 2115-0100000 MODIFIED SUBBASE ON THE PLANS; GRUB, REMOVE AND DISPOSE OF STUMPS AND ROOTS. A. REFER TO TYPICAL SECTIONS ON SHEETS B.01 -B. 11 FOR LOCATIONS AND DEPTHS. C. THIS ITEM WILL BE BASED ON PLAN QUANTITY OF CLEARING AND GRUBBING ACRES. B. REQUIREMENTS OF MODIFIED SUBBASE TO MEET SECTIONS 2115 AND 4123 OF THE IOWA DOT SPECIFICATIONS. D. THIS PROJECT IS LOCATED WITHIN INDIANA BAT HABITAT TERRITORY. ALL TREES SHALL BE REMOVED EITHER C. USE OF RECYCLED PCC AND HMA PAVEMENTS FOR MODIFIED SUBBASE WILL NOT BE ALLOWED ON THIS PROJECT. SEP TEMBER 15TH, IF THIS DOES NOT CORRESPOND WITH THE PROPOSED CONSTRUCTION BEFORE APRIL 15TH OR AFT 15TH D. INCLUDES 6" SUBGRADE PREPARATION FOR ALL PCC PAVEMENT. SCHEDULE. IT WILL BE THE ONSIBIL OF THE CONTRACTOR TO HIRE A FISH AND WILDLIFE QUALIFIED INDIVIDUAL E. INCLUDES QUANTITY FOR PLACEMENT ON DRIVEWAYS/PARKING LOTS (4" DEPTH). TO PERFORM A MIST NET SU VE . F. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. THIS SHALL BE CONSIDERED FULL E. ITEM HAS BEEN INCLUDED FOR VEG N REMOVAL ALONG THE RAILROAD FOR THE INSTALLATION OF THE NORTHERN COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE INSTALLATION OF STORM SEWER OUTFALL (P-53 & P-54). MODIFIED SUBBASE IN ACCORDANCE TO THE CONTRACT DOCUMENTS. 2 2101-0850002 CLEAR+GRUBS 8 2123-7450020 SHLD FINISH, EARTH A. REMOVAL OF TREES MUST BE APPROVED BY THE ENGIN LL COSTS ASSOCIATED WITH REPLACEMENT OF A. INCLUDED FOR FINISHING BEHIND BACK OF CURB AFTER PAVEMENT PLACEMENT. UNAPPROVED REMOVALS WILL BE AT THE CONTRACTOR'S EXP B. THIS ITEM INCLUDES MAINLINE, SIDEROADS AND DRIVEWAYS EACH MEASURED SEPARATELY. B. INCLUDES REMOVAL FROM PROJECT SITE AND DISPOSAL OF TREE ENTIFIED BY THE ENGINEER OR SHOWN ON THE PLANS; GRUB, REMOVE AND DISPOSE OF STUMPS AND ROOTS. 9 2213-6745500 RMVL OF CURB C. THIS ITEM WILL BE BASED ON PLAN QUANTITY OF CLEARING AND GRUBBIN S. A. REFER TO TABULATION ON SHEET C.28. D. THIS PROJECT IS LOCATED WITHIN INDIANA BAT HABITAT TERRITORY. ALL T HALL BE REMOVED EITHER B. INCLUDES FULL DEPTH SAW CUTTING OF CONCRETE NECESSARY TO EATE A CLEAN EDGE BETWEEN EXISTING AND BEFORE APRIL 15TH OR AFTER SEPTEMBER 157H. IF THIS DOES NOT CORRESPOND THE PROPOSED CONSTRUCTION AND PROPOSED PAVEMENTS. SCHEDULE, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HIRE A FISH AND IFE QUALIFIED INDIVIDUAL C. THE CONTRACTOR WILL BE PAID THE CONTRACT CE PER STATION. THIS SHALL BE CONSIDERED FULL TO PERFORM A MIST NET SURVEY, COMPENSATION FOR FURNISHING ALL UIPMENT, LABOR AND MATERIALS NECESSARY FOR THE E. ITEM HAS BEEN INCLUDED FOR MISCELLANEOUS TREE AND SHRUB REMOVALS WITHIN THE PROJECT DOR. REMOVAL OF CURB AND GUTTER DANCE WITH THE CONTRACT DOCUMENTS. 3 2102-2710070 EXCAVATION, CL 10, RDWY+BORROW 10 2213-7100400 RELOCATION OF M A. REFER TO TABULATION ON SHEET T.01 -T.02 FOR TEMPLATE QUANTITIES. ESTIMATED 30% SHRINK IN VOLUM A. REFER LATION ON SHEET C.29. B. THIS BID ITEM INCLUDES THE FOLLOWING QUANTITIES: B ID ITEM INCLUDES TEMPORARY AND FINAL REINSTALLATION OF MAILBOXES AT THE SPECIFIED LOCATIONS. CONTRACTOR SHALL COORDINATE WITH THE USPS ON MAIL DELIVERY AND TEMPORARY MAILBOX LOCATIONS. 5,218 CY OF TEMPLATE FILL + SHRINK C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION 9,924 CY OF CUT FOR THE FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS (INCLUDING NEW POSTS) NECESSARY FOR THE 4,706 CY OF NET EXCESS RELOCATION OF MAILBOXES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. C. THE ESTIMATED 4,706 CY NET EXCESS SHALL BE DISPOSED OFF OFFSITE BY THE CONTRACTOR. 01-1033060 STD/S-F PCC PAV'T, CL C CL 3, 6" D. THE CONTRACTOR WILL BE REQUIRED TO COMPACT TO AT LEAST 95% OF THE MATERIALS STANDARD PROCTOR DENSITY. A. INCLUDED ONLY FOR PCC PARKING LOT PAVEMENTS ON THE KIRKWOOD COMMUNITY COLLEGE (STA. 21+43 TO 23+70 ). E. THE TEMPLATE QUANTITIES ARE BASED UPON BOTTOM OF MODIFIED SUBBASE AND DO NOT INCLUDE THE TOPSOIL VO AND THE MIDAMERICAN ENERGY PROPERTIES (STA. 19+20 TO 20+80). F. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAV C. REFER TO SHEETS L.18 -L.19 AND L.37 FOR GEOMETRIC STAKING AND JOINTING DETAILS. ON THIS PROJECT. D. CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION FOR PCC PAVING, PER IOWA DOT SPECIFICATIONS G. THIS ITEM WILL BE PAID BASED UPON PLAN QUANTITY OF CUBIC YARDS OF CLASS 10 ROADWAY EX ON. CONTRACTOR MAY USE THE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVING, PF� H. THIS ITEM DOES INCLUDE THE EARTH SHOULDER FILL QUANTITY. A OOT STANDARD SPECIFICATIONS. o 4 2102-2710080 EXCAVATION, CL 10. UNSUIT/UNSTABLE MAT'L A. THIS ITEM HAS BEEN INCLUDED IN THE CASE OF UNSUITABLE OR UNSTABLE MAT S ARE ENCOUNTERED DURING 12 2301-1033080 STD/S-F AV'T, CL C CL 3, B"- A. INCLUDED FOR USE ON THE MIDAMERICAN, MIDAMERICAN/KIRKWOOD, MIDAMERICAN NORTH, MIDAMERIPAN LODP CONSTRUCTION OF THE PROJECT. B. THIS BIO ITEM SHALL ONLY BE USED AS DIRECTED BY THE PROJECT EN R. C. INCLUDES EXCAVATION OF UNSUITABLE OR UNSTABLE NA TER IAI AND AGEMENT OF SUITABLE IMPORTED FILL MATERIAL. EXCESS MATERIAL MAY BE UTILIZED IN FILL EMB TS PER SPECIFICATIONS. MIDAMERICAN AND MIDAMERICAN TOWER ENTRANCES. . B. REFER TO TYPICAL TIONS ON SHEETS B.07 -B.10. C. REFER TO SHEETS L.0 8 AND L.I6-L.19 FOR GEOMETRIC STAKING AND JOINTING DETAILS. —IC7 D. CONTRACTOR SHALL PROV ID RT IF IED PLANT INSPECTION FOR PCC PAVING, PER IOWA DOT SPEC IF IERGI S 0. ITEM INCLUDES 1,000 CY OF REMOVAL AND PROPER DISPOS ANDFILL, LAND FARMING) IN THE EVENT THAT CONTAMINATED SOILS ARE ENCOUNTERED FROM STA. 21+00 TO STA. 3 REMOVAL AND DISPOSAL OF CONTAMINATED GROUND WATER WILL NOT BE PAID FOR SEPARATELY, BUT SHALL SIDERED INCIDENTAL TO THIS ITEM. REFER TO THE CONTAMINATED E. CONTRACTOR MAY USE THE MAT METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAWL,' PEE". IOWA DOT STANDARD SPECIFICAT IO (.4 _ SOIL/GROUND WATER MANAGEMENT PLAN ON SH .33. 13 2301-1033090 STD/S-F PCC PAV'T, CL C CL 3, 9" Cf1 E. OVERHAUL WILL NOT BE MEASURED OR PA BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. A. REQUIRES 'CD' TRANSVERSE JOINTS. _ B. REFER TO TYPICAL SECTIONS ON SHEETS B.O1-8.11. 5 2105-8425005 TOPSOIL, FURN+SPREAD C. REFER TO SHEETS L.OI-L.15 FOR GEOMETRIC STAKING OINTING DETAILS. A. REFER TO TABULATION ON SHEET T.OI-T.02 FOR PROJECT QUANTITIES. ESTIMATED 50% SHRINK IN VOLUME. 0. IOWA DOT STANDARD SPECIFICATION 2316 PAVEMENT SMOOTH SHALL APPLY. B. BASED ON VOLUME REQUIRED TO HAVE 6 INCHES OF TOPSOIL OVER ALL DISTURBED AREAS. E. CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION FOR AVING, PER IOWA DOT SPECIFICATIONS C. TOPSOIL SHALL BE HIGH QUALITY SOIL CONSISTING OF THE TOP 6 INCHES OF FIELD OR PASTURE LOAM F. CONTRACTOR MAY USE THE MATURITY METHOD OF TESTING TO DETERMI E STRENGTH OF THE PCC PAVING, PER CONTAINING A GOOD SUPPLY OF HUMUS AND A HIGH DEGREE OF FERTILITY. THE QUALITY OF SOIL SHALL IOWA DOT STANDARD SPECIFICATIONS. BE APPROVED BY THE PROJECT ENGINEER. D. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. 14 2301-4874006 MEDIAN, DOWELLED PCC E. THIS ITEM WILL BE PAID BASED ON PLAN QUANTITY OF CUBIC YARDS OF TOPSOIL FURNISHED AND SPREAD. A. REFER TO SHEET L.18 FOR PLACEMENT LOCATION AND GEOMETRIC STAKING DETAILS. B. REFER TO DOWELLED MEDIAN WITH SLOPED CURB DETAIL ON SHEET B.A. - 6 2105-8425015 TOPSOIL. STRIP. SALVAGE+SPREAD C. DOWELLED MEDIAN SHALL BE 4" PCC. A. REFER TO TABULATION ON SHEET T,OI-T.02 FOR TEMPLATE QUANTITIES. ESTIMATED 507. SHRINK IN VOLUME. B. THIS BID ITEM INCLUDES THE FOLLOWING QUANTITIES: 15 2301-6911722 PCC PAV'T SAMPLE A. REFER TO IOWA DOT STANDARD SPECIFICATIONS 2301.04 FOR ADDITIONAL INFORMATION. 3,584 CY OF STRIPPING 3.605 CY OF SPREADING + SHRINK 16 2301-7000110 PAY ADO [/D -PCC PAV'T THICKNESS 21 CY OF BORROW (CONTRACTOR FURNISHED) A. REFER TO IOWA DOT STANDARD SPECIFICATIONS 2301.05 FOR ADDITIONAL INFORMATION. PgO,-CT N0: 091023 DESIGNED BY: S. SOVERS BY NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 S:LT NL. :.sC ogre: CICECKEODESIGNED BY: S. SOVERs - CATE: 2/21r/M12 2o5229PM DRAWN BY, BILE: %:\CR\IE\2009\091023\LAD\Plana\091023-COlnnt Foth FROM IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES C 03 ESTIMATE REFERENCE INFORMATION 100 -IA ESTIMATE REFERENCE INFORMATION oo-4a 10-29-02 10-29-02 Item Item Code Descrlptlon Item Item Code NO.17 Description 2303-9093010 HMA, DRIVEWAY 25 2430-0000100 MODULAR BLOCK RETAIN WALL A. REFER TO POINT OF ACCESS TABULATION ON SHEET C.25. A. REFER TO SHEET U.01 -U.02 AND U.04 FOR RETAINING WALL DETAILS. B. REFER TO SHEETS L.01 -L.19 FOR GEOMETRIC STAKING DETAILS. B. MODULAR CONCRETE UNITS SHALL BE TAN/TAUPE COLOR AND HAVE A STRAIGHT FACE FINISH. C. ALL HMA DRIVEWAYS ARE TO BE A DEPTH AS SPECIFIED IN THE POINT OF ACCESS TABULATION. C. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY ENGINEER. D. ALL HMA DRIVEWAYS ARE TO BE AN APPROVED 1/2" MIX WITH A PG 64-22 ASPHALT BINDER. D. REFER TO IOWA DOT STANDARD SPECIFICATIONS 2430 FOR MODULAR BLOCK RETAINING WALL. E. HMA DRIVEWAY WILL BE MEASURED BASED UPON THE SQUARE YARDS OF HNA PAVEMENT PLACED. E. INCLUDES RETAINING WALL MATERIALS, EXCAVATION. GRANULAR BACKFILL AND ALL APPURTENANCES F. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD OF HMA DRIVEWAY. THIS SHALL TO CONSTRUCT THE WALL, IN ACCORDANCE TO THE CONTRACT DOCUMENTS. BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL TOOLS. EQUIPMENT, LABOR AND MATERIALS (HMA PAVEMENT, BIND TACK COAT) NECESSARY FOR THE INSTALLATION OF HMA DRIVEWAY IN ACCORDANCE 26 2435-0130148 MANHOLE, SAN SWR, SW -301, 48" TO THE CONTRACT DOCUM A. REFER TO SANITARY SEWER TABULATION ON SHEET C.13. B. REFER TO SHEETS S.01 -S.02 FOR LOCATIONS. IS 2304-0100000 DETOUR PAV'T C. MANHOLE LIDS SHALL FEATURE THE CITY OF IOWA CITY LOGO & SANITARY SEWER LABEL AS ILLUSTRATED ON A. REFER TO DETOUR PAVEMENT TABULATION 0 C.23. THE MODIFIED STANDARD ROAD PLAN SW -601 ON SHEET B.17. B. REFER i0 DETOUR PLAN AND PROFILE SHEETS (F. ) D. FLEXIBLE PIPE CONNECTIONS SHALL 0E ALOK (CAST IN WALLS PER ASTM C 923) OR APPROVED EQUAL. C. DETOUR PAVEMENT SHALL BE 6 IN. HMA (1/2" COMMIERC WITH A PG 64-22 ASPHALT BINDER). E. THIS BID ITEM SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF MANHOLES D. INCLUDES PLACEMENT, REMOVAL, MAINTENANCE AND REPAIR OF TOUR PAVEMENT. TO THE LINE AND GRADE AS SPECIFIED ON THE PLANS. ALSO INCLUDES FURNISHING STRUCTURE AND APPURTENANCES, E. INCLUDES EXCAVATION AND GRADING REQUIRED FOR PLACEMENT OF T UR PAVEMENT. CHIMNEY SEALS. DEWATERING, HANDLING, EXCAVATION, INS7 ION, BEDDING, BACKFILL. AND OTHER MISCELLANEOUS WORK. F. ADDITIONAL PAVEMENT THICKNESS AS RE OU IRED TO MAINTAIN A MAX INUM ROSS -SLOPE AT THE DRIVEWAY LOCATIONS WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED IN L TO THIS ITEM. 27 2435-0140148 MANHOLE. STORM SWR. SW -401, 48" G. CURB REMOVAL AS REQUIRED FOR PHASE 2 STAGES 2A AND 3B DETOUR PAVEMENT WEDG BE PAID FOR 28 2435-0140160 MANHOLE. STORM SWR, SW -401. 60" SEPERATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM, 29 2435-0140172 MANHOLE, STORM SWR, SW -401, 72" H. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. THIS SHALL BE ERED 30 2435-0140200 MANHOLE, STORM SWR, SW -4 X 48" FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR 31 2435-0140300 MANHOLE, STORM SWR, CONSTRUCTION, MAINTENANCE AND REPAIR OF THE PAVEMENT IN ACCORDANCE WITH THE CONTRACT DOCUMEN 32 2435-0140310 MANHOLE, STOR SW -403 MOD A. REFER flM SEWER TABULATION ON SHEET C.11 -C.12. I9 2312-8260051 GRANULAR SURF ON RO, CL A CR STONE (TEMPORARYI B. TO IOWA DOT STANDARD ROAD PLANS. A. REFER TO STAGING AND TRAFFIC CONTROL SHEETS (J.01 -J.29). ANHOLE LIDS SHALL FEATURE THE CITY OF IOWA CITY LOGO & STORM SEWER LABEL AS ILLUSTRATED ON B. THIS BID ITEM HAS BEEN INCLUDED FOR USE IN CONSTRUCTION STAGING WITH APPROVAL FROM PROJECT ENGINEER. THE MODIFIED STANDARD ROAD PLAN SW -602 ON SHEET B.17. C. REQUIREMENTS OF GRANULAR SURFACING TO MEET SECTION 4120.04 (CLASS A) OF THE IOWA DOT SPECIFICATIONS. D. SW -403 MANHOLES VARY IN SIZE FROM 141"X48" TO 141"X108" (REFER TO STORM SEWER TABULATION I. D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER TON. THIS SHALL BE CONSIDERED FULL E. REFER TO SW -403 AND SW -403 MOD (STRUCTURES S-53, S-54 & S-95 I CONSTRUCTION DETAILS ON SHEETS B.23 -B.24. COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE INSTALLATION OF F. INCLUDES FURNISHING STRUCTURES AND APPURTENANCES, HANDLING, EXCAVATION, DEWATERING, INSTALLATION, GRANULAR SURFACING IN ACCORDANCE TO THE CONTRACT DOCUMENTS. BEDDING, BACKFILL, CONCRETE COLLARS AND MISCELLANEOUS WORK. o Eu 2315-8275025 SURF, DRIVEWAY, CL A CR STONE 33 2435-025050 INTAKE, SW -505 A. REQUIREMENTS OF GRANULAR SURFACING TO MEET SECTION 4120.04 OF THE IOWA DOT SPECIFICATIONS. 34 2435-0250700 TAKE, SW -507 = n B. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER TON. THIS SHALL BE CONSIDERED FULL 35 2435-0250800 1 SW -508 —I :".7 COMPENSATION FOR FURNISHING ALL TOOLS. EQUIPMENT, AND MATERIALS NECESSARY FOR THE INSTALLATION OF 36 2435-0250900 INTA W-509 GRANULAR SURFACING IN ACCORDANCE TO THE CONTRACT DOCUMENTS. 37 2435-0251000 INTAKE, 0 n cz 38 2435-0251224 INTAKE, SW- 24" _0 f`-_ i 21 2316-0000110 PAY ADJ I/D-PCC PAV'T SMOOTHNESS 39 2435-0251230 INTAKE. SW -512. ITT A. REFER TO IOWA DOT STANDARD SPECIFICATIONS 2316 FOR ADDITIONAL INFORMATION. 40 2435-0254100 r INTAKE. SW -541 41 2435-0254110 INTAKE, SW -541 M00 ,. 22 2401-6750001 REMVL AS PER PLAN A. REFER TO STORM SEWER T TION ON SHEET C.11 -C.12. A. REFER TO TABULATION ON SHEET C.29. B. THE QUANTITY OF 9 FOR ITE I - INTAKE, SW -541 MOD SHOWN IN THE ESTIMATED PROJECT QUANTITIES B. REMOVALS WILL BE MEASURED FOR PAYMENT AS LUMP SUM FOR THE PROJECT. REFERS TO SEVEN (7) SW -401 AND TWO (2) SW -401 MOD 2. C. THE CONTRACTOR WILL BE PAID THE LUMP SUM CONTRACT PRICE. THIS SHALL ONSIDERED FULL C. REFER TO CONSTRUCTION DETAILS ON ET 8.16 FOR SW -401 MOD I AND 2. COMPENSATION FOR FURNISHING ALL MATERIAL, EDUIPMENT AND LABOR FOR ORMANCE OF WORK AND D. INTAKE LIDS SHALL FEATURE THE IOWA LOGO & STORM SEWER LABEL AS ILLUSTRATED ON PROPER DISPOSAL OF REMOVED MATERIAL. THE MODIFIED STANDARD ROAD PLAN SW -602 SHEET B.17 E. INCLUDES FURNISHING STRUCTURES AND APPURT ES, HANDLING, EXCAVATION, DEWATERING. INSTALLATION, 23 2415-2100000 PRECAST CONIC BOX WILY, 7'X3' BEDDING, BACKFILL, CONCRETE COLLARS AND MISC EOUS WORK. A. REFER TO STORM SEWER TABULATION ON SHEET C.11 -C.12. B. TRENCH BACKFILL SHALL BE CLASS "A" CRUSHED STONE ( LNG IOWA DOT GRADATION N0. ll) COMPACTED 42 2435-0254200 INTAKE EXTENSION UNIT, SW -542 TO 957. STANDARD PROCTOR DENSITY. A. REFER TO STORM SEWER TABULATION ON SHEET C.11 -C.12. C. MANUFACTURED PIPE BENDS AS DETAILED ON SHEET 4 WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE B. REFER TO IOWA DOT STANDARD ROAD PLANS. CONSIDERED INCIDENTAL TO THE PRECAST CONC CULV, 7'X3' ITEM. C. INTAKE LIDS SHALL FEATURE THE IOWA CITY LOGO & STORM SEWER LA AS ILLUSTRATED ON D. INCLUDES FURNISHING CULVERT AND APPURTE S. HANDLING. EXCAVATION, DEWATERING, INSTALLATION, THE MODIFIED STANDARD ROAD PLAN SW -602 ON SHEET 8.17. TRENCH BACKFILL AND ALL OTHER MISCELL US WORK. D. INCLUDES FURNISHING STRUCTURES AND APPURTENANCES, HANDLING. EXCAVAT DEWATERING. INSTALLATION, E. THE CONTRACTOR WILL BE PAID THE CO CT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL BEDDING, BACKFILL, CONCRETE COLLARS AND MISCELLANEOUS WORK. COMPENSATION FOR FURNISHING ALL S. EQUIPMENT, AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE PRECAST CONIC BOX CULV, 7'X3' IN CORDANCE WITH THE CONTRACT DOCUMENTS. 43 2435-0400000 DROP CONNECTION, SW -307 A. REFER TO SANITARY SEWER TABULATION ON SHEET C.13. 24 2416-0102260 APRON, LOW CLEARANCE. EQUIVALENT DIA. 60" B. REFER TO IOWA DOT STANDARD ROAD PLANS SW -307 FOR DETAILS. A. REFER TO STORM SEWER TABULATION ON SHEET C.11 -C.12. C. THIS BID ITEM SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF D NNECTION4. B. PIPE CONNECTORS SHALL BE INSTALLED ON THE LAST THREE PIPE JOINTS FOR ALL STORM SEWER OUTLETS. TO THE LINE AND GRADE AS SPECIFIED IN THE PLANS. ALSO INCLUDES FURNISHING PIPE, FITTINGS, CONCR C. REFER TO IOWA DOT STANDARD ROAD PLAN RF -14 FOR DETAILS ON CONNECTED PIPE JOINTS. APPURTENANCES, HANDLING, EXCAVATION, DEWATERING, INSTALLATION, BEDDING. BACKFILL, CONNECTION OF EXISTI D. REFER TO FIGURE 4030.221 ON SHEET SAS FOR DETAILS ON CONCRETE APRON FOOTING. PIPE OUTLETS AND OTHER MISCELLANEOUS WORK. E. INCLUDES APRON GUARD, PIPE CONNECTORS AND CONCRETE APRON FOOTING. F. INCLUDES MISCELLANEOUS CHANNEL GRADING AT INLET/OUTLET OF STORM SEWER. 44 2435-0600010 MANHOLE ADJUSTMENT, MINOR A. REFER TO ADJUSTMENT OF FIXTURE TABULATION ON SHEET C.28. PROJECT IND. 091023 DESIGNED BY, S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 =vN IAT GATE, DRAWNCHECKED BY: S. SDVERS Fat h IATEs znvzolz 1,5129 PM DRAWN BY, /V FROM KIRKWOOD AVENUE TO 1ST AVENUE C.04 N,E: xncR�IE�zo09�o9mz3waowi.�A�avaz3-CON.mc V [OWACITY,IOWA ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION 1004A ESTIMATE REFERENCE INFORMATION IQo-4a ILLI 02J 1049-02 Item Item Code Descrlptlon INom Item Code Description No.B. INCLUDES ANY ADJUSTMENT RINGS, RISERS, CHIMNEY SEALS, COLLARS OR ADAPTORS NECESSARY TO ADJUST THE C. THE LENGTH OF REMOVAL WILL BE MEASURED IN THE FIELD BY THE ENGINEER. EXISTING MANHOLE STRUCTURE. CONTRACTOR TO FIELD VERIFY EXISTING MANHOLE DIMENSIONS AND D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. THIS SHALL BE CONSIDERED CONSIDER NECESSARY ELEVATION ADJUSTMENTS. FULL COMPENSATION FOR FURNISHING ALL MATERIAL, TOOLS, EQUIPMENT AND LABOR FOR THE REMOVING, BACKFILLING C. THIS 810 ITEM SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY FOR ADJUSTMENT OF THE EXISTING AND DISPOSING OF PIPE. MANHOLE STRUCTURE AND THE REPLACEMENT OF LID (IOWA CITY LOGO & SANITARY/STORM SEWER LABEL ON LID). 60 2504-0110012 SAN SWR GRAVITY MAIN, TRENCHED, 12" 45 2502-8212036 SUBDRAIN, LONGITUDINAL, (SHLD) 6" A. REFER TO SANITARY SEWER TABULATION ON SHEET C.13. A. REFER TO LONGITUDINAL SUBDRAIN TABULATION (104-9) ON SHEET C.14-C.15. B. REFER TO IOWA DOT STANDARD ROAD PLANS SW-101 AND SW-103 FOR TYPICAL TRENCH DETAILS. B. REFER TO TYPICAL SECTION ON SHEETS 6.01-B.11. C. TRENCH BEDDING SHALL BE CLASS F-3 WITH CLASS "A" CRUSHED STONE (MEETING IOWA DOT GRADATION NO. 11) C. REFER TO M-SHEETS FOR SUBDRAINCATIONS. GRANULAR MATERIAL TRENCH BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY. 0. INCLUDES POROUS BACKFILL, TEES, S AND ALL OTHER REQUIRED FITTINGS: INCIDENTAL TO THIS ITEM. 0. THIS BID ITEM SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF SANITARY SEWER E. REFER TO IOWA DOT STANDARD ROAD PL -19C FOR CONSTRUCTION DETAILS. TO THE LINE AND GRADE, AS SPECIFIED ON THE PLANS. ALSO INCLUDES FURNISHING PIPE AND APPURTENANCES, HANDLING, EXCAVATION, DEWATERING, INSTALLATION, GRANUL BEDDING, TRENCH BACKFILL, CONCRETE COLLARS 46 2502-8220193 SUBDRAIN OUTLET (RF-19C) TESTING AND ALL OTHER MISCELLANEOUS WORK. A. REFER TO LONGITUDINAL SUBDRAIN TABULATION (10 SHEET C.14-C.15. B. REFER TO M SHEETS FOR OUTLET LOCATIONS. 61 2504-0200804 SAN SWR SERV STUB/RISER, PVC, 4" C. REFER TO IOWA DOT STANDARD ROAD PLAN RF-19C FOR INSTAL DETAILS. A. REFER TO SHEETS S.O1-S.02 FOR APP TE LOCATIONS. D. SUBDRAIN OUTLETS SHALL BE CMP. B. REFER TO IOWA DOT STANDARD AN SW-201 FOR SANITARY SEWER SERVICE STUB CONSTRUCTION DETAILS. E. INCLUDES RODENT GUARDS AS DETAILED ON IOWA DOT STANDARD ROAD P -19E. C. THIS BID ITEM INCLUOESOOrrABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF SEWER SERVICES AS SHOWN ON THE P4W. INCLUDES FURNISHING PIPE. WYE OR TEE, FITTINGS, RISER PIPE IF NECESSARY, HANDLING, 47 2503-0111018 STORM SWR GRAVITY MAIN TRENCHED, HDPE, IS" EXCAVATION, D ING, INSTALLATION, CLASS 1 GRANULAR BEDDING, CLASS "A" CRUSHED STONE (MEETING IOWA DOT A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. GRADATIO . 11) TRENCH BACKFILL, TESTING AND ALL OTHER MISCELLANEOUS WORK. B. REFER TO J SHEETS FOR LOCATIONS. C. TEMPORARY STORM SEWER TO MAINTAIN DRAINAGE DURING CONSTRUCTION. 62 2505-4008120 RMY,60 STEEL BEAM GRAIL EFER TO REMOVAL PLANS (SHEETS 1.01-1.10). 48 2503-0114215 STORM SWR G-MAIN,TRENCHED, RCP 2000D,15" B. ITEM INCLUDES REMOVAL AND PROPER DISPOSAL OF STEEL BEAM GUARDRAIL, HARDWARE, BLOCKOUTS AND POSTS. 49 2503-0114218 STORM SWR G-MAIN,TRENCHEO, RCP 2000D,18" 50 2503-0114224 STORM SWR G-MAIN,TRENCHED, RCP 2000D.24" 63 2505- 300 STEEL BEAM GRAIL o 51 2503-0114230 STORM SWR G-MAIN,TRENCHED, RCP 2000D.30" 64 2 -4021020 STEEL BEAM GRAIL END ANCHOR, W-BEAM v 52 2503-0114236 STORM SWR G-MAIN,TRENCHED, RCP 2000D,36" A. REFER TO STEEL BEAM GUARDRAIL AT SIDE OBSTACLE TABULATION ON SHEET C.26. 53 2503-0114242 STORM SWR G-MAIN,TRENCHED, RCP 2000D,42" B. REFER TO IOWA DOT STANDARD ROAD PLANS BA-200 AND BA-203 FOR INSTALLATION DETAILS. [`-'•n 54 2503-0114248 STORM SWR G-MAIN,TRENCHED, RCP 2000D, 48" C. INCLUDES 6"X12" BLOCKOUTS. 6"X8" POSTS AND POST BOLTS. 77 1 A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. (:")"`^ �{ B. REFER TO IOWA DOT STANDARD ROAD PLANS SW-101 AND SW-102 FOR TYPICAL TRENCH DETAILS. 506-4984000 FLOWABLE MORTAR A. REFER TO TYPICAL DETAIL 4315 ON SHEET B.14. C. TRENCH BEDDING FOR STORM SEWERS IN UNPAVED AREAS (ROADWAY SHOULDERS AND SIDEWALKS) SHALL BE -'O CLASS R-2 WITH SUITABLE TRENCH BACKFILL COMPACTED TO 907, STANDARD PROCTOR DENSITY. B. REFER TO WATER MAIN AND CULVERT ABANDONMENT TABULATIONS ON SHEET C.28. STT .., D. TRENCH BEDDING FOR STORM SEWERS IN PAVED AREAS (MAINLINE, SIDE ROADS, AND DRIVEWAYS) INCLUDING LONGITUDINAL (BACK OF CURB) AND TRANSVERSE RUNS WITHIN THE STREET SHALL BE CLASS R-2 WITH 66 2507-68000 REVETMENT, CLASS E CLASS "A" CRUSHED STONE (MEETING IOWA DOT GRADATION NO. 11) GRANULAR MATERIAL TRENCH BACKFI REFER TO INSTALLATION DETAIL ON SHEET 8.14.- (J1 COMPACTED TO 957. STANDARD PROCTOR DENSITY. B. ER TO STORM SEWER TABULATION ON SHEETS C.11-C.12. E. PROPOSED STORM SEWER PLACED 12" OR LESS OVER AN EXISTING UTILITY WILL REQUIRE THE INS ATION OF A C. T TEM SHALL BE USED AT CULVERT OUTLETS (REFER TO M SHEETS), AS SPECIFIED. PIPE SUPPORT AS ILLUSTRATED WITHIN FIGURE 3010.901 ON SHEET B.15. PIPE SUPPORTS W NOT BE PAID FOR D. INCLU NGINEERING FABRIC INCIDENTAL TO THIS BID ITEM. SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL THESE ITEMS. F. ALL STORM SEWER SHALL HAVE BELL AND SPIGOT JOINTS WITH 0-RING GASKET JOINT P STM C443. 67 2510-6745850 RMVL OF PAV'T G. INCLUDES FURNISHING PIPE AND APPURTENANCES, HANDLING, EXCAVATION, DEWATER , INSTALLATION, A. REFER TO PAVEMEN - OVAL TABULATION ON SHEET C.29. GRANULAR BEDDING, TRENCH BACKFILL, CONCRETE COLLARS AND ALL OTHER MISCE EOUS WORK. B. REFER TO GENERAL NO 13-1 AND 213-7 ON SHEET C.10. C. THIS ITEM INCLUDES REM0 NO DISPOSAL OF ALL PCC, ACC OF VARIOUS THICKNESSES. 55 2503-0116229 STEIN SWR G-M,TRENCHEO, RCAP 20000,29X18" D. INCLUDES FULL DEPTH SAW CU NECESSARY TO CREATE A CLEAN EDGE BETWEEN EXISTING AND PROPOSED PAVEMENTS. 56 2503-0116252 STEIN SWR G-M,TRENCHED, RCAP 20000.52X32" E. INCLUDES SAW CUTTING NECESSARY STAGED CONSTRUCTION. 57 2503-0116265 STEIN SWR G-M,TRENCHED, RCAP 20000.65X40" F. REFER TO TRAFFIC CONTROL AND STAG HEETS J.01-J.29 FOR CONSTRUCTION SEQUENCE. 58 2503-0116273 STEIN SWR G-M,TRENCHED, RCAP 20000.73X45" A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. 68 2510-6750600 RMVL OF INTAKE9UTILITY ACCESS B. REFER TO IOWA DOT STANDARD ROAD PLANS SW-101 AND SW- FOR TYPICAL TRENCH DETAILS. A. REFER TO REMOVAL OF INTAKES AND UTILITY ACCE TABULATION ON SHEET C.30. C. ALL JOINTS ARE TO BE SEALED WITH AN APPROVED MAS ATERIAL AND WRAPPED WITH 24 INCHES B. DISPOSAL SHALL BE IN ACCORDANCE WITH GENERAL NOT 13-1 AND 213-7 ON SHEET CAD. (MINIMUM) APPROVED FILTER FABRIC. C. THE CONTRACTOR WILL BE PAID THE CONTRACT PRICE PER INTAKE/UTILITY ACCESS REMOVED. THIS SHALL BE D. TRENCH BEDDING FOR STORM SEWERS IN UNPAVED S (ROADWAY SHOULDERS AND SIDEWALKS) SHALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIA , UIPMENT AND LABOR FOR THE REMOVAL AND PROPER CLASS R-5 WITH SUITABLE TRENCH BACKFILL ACTED TO 90% STANDARD PROCTOR DENSITY. DISPOSAL OF EXISTING INTAKES/UTILITY ACCESSES AS IDENTIFIED THE CONTRACT DOCUMENTS. E. TRENCH BEDDING FOR STORM SEWERS IN PA AREAS (MAINLINE. SIDE ROADS, AND DRIVEWAYS) INCLUDING LONGITUDINAL (BACK OF CURB) AND TRANSVERSE RUNS WITHIN THE STREET SHALL BE CLASS R-5 WITH 64 2511-6745900 RMVL OF SIDEWALK CLASS "A" CRUSHED STONE (MEETING IOWA DOT GRADATION NO. II) GRANULAR MATERIAL TRENCH BACKFILL A. REFER TO SIDEWALK REMOVAL TABULATION ON SHEET C.29. ' COMPACTED TO 95% STANDARD PROCTOR DENSITY. B. REFER TO GENERAL NOTES 213-1 AND 213-7 ON SHEET C.10. F. THE (73"X45"I X 15" TEE (STRUCTURE S-56) WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED C. REMOVAL OF SIDEWALK ACROSS EXISTING DRIVEWAYS IS INCLUDED IN THIS ITEM. INCIDENTAL TO THE STRM SWR G-M, TRENCHED, RCAP 20000, 73X45" ITEM. 0. INCLUDES FULL DEPTH SAW CUTTING NECESSARY TO CREATE A CLEAN EDGE BETWEEN EXISTING A OSED SIDEWALK. G. INCLUDES FURNISHING PIPE AND APPURTENANCES. HANDLING, EXCAVATION, DEWATERING, INSTALLATION, GRANULAR BEDDING, TRENCH BACKFILL, CONCRETE COLLARS AND OTHER MISCELLANEOUS WORK. 70 2511-7526004 SIDEWALK, PCC. 4" 71 2511-7526006 SIDEWALK, PCC, 6" 59 2503-0200036 RMV STORM SWR PIPE LE 36" 72 2511-7528100 DETECTABLE WARNING - CURB RAMP A. REFER TO REMOVAL PLANS (SHEETS 1.01-1.10). A. REFER TO SIDEWALK TABULATION ON SHEET C.24. B. REFER TO TABULATION ON SHEET C.30 FOR STORM SEWER REMOVALS. B. REFER TO PEDESTRIAN CURB RAMP TABULATION ON SHEET C.26-C.27. RRaecT W. 091@3 DESIGNED BY: 5. SOV ERS x0 DATE BY REVIsIw DESCRIPTION SOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52N0- PROJECi DATE: CHECKED BY: 5. SOVERS CAD DATE, 2/21/2012 262,30 Px DRAWN BY: Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE C.05 ESTIMATED PROJECT QUANTITIES CAO FILE: K:\CR\IE\2009\091023\CAD\Plane\091023_COLWa IOWA CITY, IOWA ESTIMATE REFERENCE INFORMATION 1004A ESTIMATE REFERENCE INFORMATION 00-4A LLL-0� 1049-02i Item Item Code Description Item Item Code Description No. C. SIDEWALKS THAT ARE 5 FT AND NARROWER SHALL BE 4 IN., VARIABLE WIDTH AND 8 FT SIDEWALKS SHALL BE 6 IN. D. ITEM INCLUDES CONCRETE, POSTS, FENCE FABRIC, WIRE, FASTENERS, ACCESSORIES, ATTACHMENTS AND INSTALLATION. D. REFER TO SHEETS L.01-L.37 FOR GEOMETRIC STAKING AND JOINTING DETAILS. E. DOUBLE TEMPORARY GATE, DRILLING OF EXISTING CONCRETE FOR POST INSTALLATION AND GROUTING OF HOLES E. REFER TO IOWA DOT STANDARD ROAD PLAN MI-220 FOR CURB RAMP DETAILS. (UPON FENCE REMOVAL) AS REQUIRED FOR THE MIDAMERICAN TEMPORARY FENCING WILL NOT BE PAID FOR SEPARATELY, F. DETECTABLE WARNING PANELS SHALL BE CAST IRON (NEENAH R-4984 (UNPAINTED) OR APPROVED EQUAL). BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. G. ALL PEDESTRIAN CURB RAMPS SHALL BE 6 IN. PCC. F. CONTRACTOR SHALL COORDINATE TEMPORARY FENCE INSTALLATION/REMOVAL WITH PROPERTY OWNER. H. CONSTRUCTION OF PEDESTRIAN CURB RAMPS SHALL MEET CURRENT ADA REQUIREMENTS. G. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION, REMOVAL AND DISPOSAL. 73 2512-1725256 CURB+GUTTER, PCC, 2.5' A. CURB AND GUTTER SHALL BE 9-IN. DEPTH WITH A STANDARD 6-IN CURB. 82 2519-4200090 RMVL/REINSTALL FENCE, WOOD BOARD B. REFER TO POINT OF ACCESS TABULATION (C.25) AND L.11. L.15 FOR LOCATIONS. A. REFER TO FENCE TABULATION ON SHEET C.23. �- B. THESE B10 ITEMS SHALL BE MEASURED FOR PAYMENT BY THE ENGINEER 74 2515-2475006 DRIVEWAY, PCC, 6" C. REPLACEMENT OF POSTS WILL NOT BE PAID FOR SEPARATELY, BUT BE CONSIDERED INCIDENTAL TO THIS ITEM. A. REFER TO POINT OF ACCESS LATION ON SHEET C.25. D. THE CONTRACTOR SHALL BE PAID THE CONTRACT UNIT PRICE INEAL FOOT. THIS SHALL BE CONSIDERED FULL B. REFER L.01-L.15 FOR GEOMET ING AND JOINTING DETAILS. COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIP D LABOR FOR REMOVAL AND REPLACEMENT OF EXISTING C. REFER TO IOWA DOT STANDARD ROAD I-210 FOR DRIVEWAY DETAILS. WOOD BOARD & CHAIN LINK FENCES IN ACCORDAN THE CONTRACT DOCUMENTS. 75 2515-2475106 DRIVEWAY, REINF, G" 83 2519-4200120 RMVL OF FENCE, CHAIN LINK A. ITEM INCLUDED FOR IST AVENUE STRIP MALL PARKI AVEMENT (NE OF PARCEL X26) 84 2519-4200190 RMVL OF FENCE. WOOD BOARD B. REFER TO REINFORCED PAVEMENT CONSTRUCTION DETAIL 0 B.14 FOR REBAR PLACEMENT. A. ITEMS HAVE BEEN INCLU R THE REMOVAL OF EXISTING FENCING ON THE SCHWAIGERT PROPERTY (PARCEL A42). C. ALL REINFORCING SHALL BE EPDXY COATED. AND THE MIDAMERI ERGY PROPERTY (PARCEL #20) B. THE LENGTH OVAL WILL BE MEASURED IN THE FIELD BY THE ENGINEER. 76 2515-6745600 RMVL OF PAVED DRIVEWAY C. THE CO OR WILL BE PAID THE CONTRACT UNIT PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL A. REFER TO POINTS OF ACCESS TABULATION ON SHEET C.25. C ATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE REMOVAL AND PROPER DISPOSAL B. REFER TO GENERAL NOTES 213-1 AND 213-7 ON SHEET C.10. THE EXISTING CHAIN LINK / WOOD BOARD FENCING. C. THIS ITEM INCLUDES REMOVAL AND DISPOSAL OF ALL PCC. ACC OF VARIOUS THICKNESS D. INCLUDES FULL DEPTH SAW CUTTING NECESSARY TO CREATE A CLEAN EDGE BETWEEN EXISTIN PROPOSED PAVEMENTS. 85 2520-335 FIELD OFFICE E. REFER TO TRAFFIC CONTROL AND STAGING SHEETS J.01-J.29 FOR CONSTRUCTION SEQUENCE. A. SHALL MEET THE REQUIREMENTS AS OUTLINED IN SECTION 2520 OF THE IOWA DOT STANDARD SPECIFICATIONS. F. ANY DAMAGE TO EXISTING DRIVEWAY PAVEMENTS (INCLUDING SPECIAL OR DECORATIVE CONCRETE) NO TIFIED FOR REMOVALS, SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 23-0000100 LIGHTING POLE A. REFER TO SHEETS P.OI-P.08 FOR LIGHTING LAYOUT, CIRCUIT DIAGRAM, DETAILS AND GENERAL NOTES. 77 2518-6910000 SAFETY CLOSURE B. REFER TO POLE DETAILS ON SHEET P.08 FOR ADDITIONAL INFORMATION. A. REFER TO SAFETY CLOSURE TABULATION ON SHEET C.25. C. INCLUDES POLE, LUMINARIES, TRUSS ARM, STAINLESS STEEL BANNER ARMS & BANDS, FOOTING, ANCHOR BOLTS, B. REFER TO TRAFFIC CONTROL AND STAGING SHEETS J.01-J.29 FOR CONSTRUCTION SEQUENCE. FOOTING EXCAVATION AND BACKFILL AND ALL OTHER NECESSARY APPURTENANCES. D. ALSO INCLUDES GROUND ROD AND GROUNDING CONDUCTOR, CONNECTORS IN POLE AND WIRING IN POLE. 78 2519-1001000 FENCE, CHAIN LINK, VINYL COATED r-'+ A. REFER TO FENCE TABULATION ON SHEET C.23. 2523-0000200 ELECTRICAL CIRCUIT Q B. REFER TO IOWA DOT STANDARD ROAD PLAN MI-102 FOR CHAIN LINK FENCE DETAILS. A. REFER TO SHEETS P.01-P.OB FOR LIGHTING LAYOUT, CIRCUIT DIAGRAM, DETAILS AND GENERAL 4al ES. I+5 C. ITEM INCLUDES CONCRETE, POSTS, FENCE FABRIC, WIRE, FASTENERS, ACCESSORIES. ATTACHMENTS A NSTALLATION. B. ITEM INCLUDES HDPE CONDUIT, GROUNDING CONDUCTORS AND WIRING CONNECTING LIGHT POLES, P��LES D. AT THE CONTRACTORS OPTION, THE TEMPORARY 4 FT VINYL COATED CHAIN LINK FENCING MAY BE ED FOR PERMANENT NO LIGHTING CONTROLLERS. FENCING ON THE SCHWAIGERT PROPERTY (PARCEL X42). E. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHA CONSIDERED FULL 88 2523-000031 HANDHOLE+JUNCTION BOX W �� COMPENSATION FOR FURNISHING ALL MATERIAL. EQUIPMENT AND LABOR FOR THE INSTA ON OF PERMANENT VINYL REFER TO SHEETS P.01-P.08 FOR LIGHTING LAYOUT. CIRCUIT DIAGRAM, DETAILS AND GENERAL aa-67) ---=A COATED CHAIN LINK FENCING. B. ER TO TYPICAL HANDHOLE DETAIL ON SHEET P.08 FOR ADDITIONAL INFORMATION. C. I NCLUDES HANDHOLE, EXCAVATION AND BACKFILL. 79 2519-1002096 FENCE, CHAIN LINK, 96" HEIGHT A. REFER TO FENCE TABULATION ON SHEET C.23. 89 2523-0000400 CONTROL CAB '°�• ' B. REFER TO IOWA DOT STANDARD ROAD PLAN MI-102 FOR CHAIN LINK FE DETAILS. A. REFER TO SHE .Ot-P.08 FOR LIGHTING LAYOUT, CIRCUIT DIAGRAM, DETAILS AND GENERAL N61CS. C. ITEM INCLUDES CONCRETE. POSTS, FENCE FABRIC, WIRE, FASTENE ACCESSORIES, HIGH SECURITY FENCE, ATTACHMENTS B. REFER TO CONTROL ETAILS ON SHEET P,06 AND P.07 FOR ADDITIONAL INFORMATION, AND INSTALLATION. C. INCLUDES METER SOCK RV ICE DISCONNECT, FOOTING, WORK PAD, CONTROLLER HANOHOLE, CONDUIT AND D. HIGH SECURITY FENCE SHALL BE LACQUER COATED IASF.5-1 AS MANUFACTURED BY AMICO. PANELS ARE TO BE INSTALLED CONDUCTORS FROM CONTROL L HANDHOLE. INSTALLATION OF CONTROL CABINET. INTERNAL CIRCUITRY OVER THE ENTIRE CHAIN LINK FENCE FABRIC. ALL CAR BOLTS ATTACHING THE SECURITY PANELS TO THE FABRIC SHALL AND ALL OTHER NECESSARY APPU CES. BE TACK WELDED TO AVOID TAMPERING. D. ALSO INCLUDES COORDINATION WITH TY COMPANY FOR ELECTRICAL SERVICE, TRANSFORMER PAD. SERVICE E. ITEM HAS BEEN INLUDED FOR THE PERMANENT FENC ON THE MIDAMERICAN ENERGY PROPERTY (PARCEL #2) CONDUIT AND CONDUCTORS, AND ALL CONS UPPLIED EQUIPMENT REQUIRED BY THE UTILITY COMPANY. F. SECURITY GATE AND CARD READER SHALL BE SUP D AND INSTALLED BY MIDAMERICAN ENERGY. CONTRACTOR SHALL COORDINATE PERMANENT FENCING INSTALLATI ITH THE PROPERTY OWNER. 90 2523-6765009 RMV+REINSTALL LIGHT POLE+LUMINAIRE G. THE CONTRACTOR WILL BE PAID THE CONT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL A. REFER TO D & E SHEETS FOR EXISTING/PROPOSED LIGHT CATIONS. COMPENSATION FOR FURNISHING ALL MAT AL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF PERMANENT CHAIN B. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER THIS SHALL BE CONSIDERED FULL LINK FENCING, 96" HEIGHT. COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT, AND LAB THE REMOVAL AND REINSTALLATION OF EXISTING LIGHT POLE AND LUMINAIRE. INCLUDES FOOTING, WIRING, CO ..AND APPURTENANCES. 80 2519-3300600 FENCE. SAFETY A. REFER TO STAGING AND TRAFFIC CONTROL SHEET J.09 FOR INSTALLATION LOCATION. 91 2525-0000100 TRAFFIC SIGNALIZATION B. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL 92 2525-0000120 RMVL OF TRAFFIC SIGNALIZATION COMPENSATION FOR FURNISHING ALL MATERIAL. EQUIPMENT AND LABOR FOR THE INSTALLATION AND REMOVAL A. REFER TO SHEETS N.0I-N.23 FOR TRAFFIC SIGNAL DETAILS. FOLLOWING CONSTRUCTION ACTIVITIES. B. REFER TO SPECIAL PROVISIONS FOR TRAFFIC SIGNALIZATION. BI 2519-3300700 FENCE, TEMP 93 2526-8285000 CONSTRUCTION SURVEY A. REFER TO FENCE TABULATION ON SHEET C.23. A. REFER TO CONTROL POINT AND ALIGNMENT TABULATIONS ON SHEETS G.OI-G.02. B. REFER TO 1 SHEETS FOR PLACEMENT LOCATIONS. B. THIS ITEM INCLUDES ALL SURVEY WORK NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT AS INTENDED C. REFER TO IOWA DOT STANDARD ROAD PLAN MI-102 FOR CHAIN LINK FENCE DETAILS. BY THE CONTRACT DOCUMENTS AND APPROVED REVISIONS. RHOJECT N0: 09I023 DESIGNED BY, S. SDYER$ NO DATE BY REVISION DESCRIPTION LOWER MUSCATINEROADIMPROVEMENTS STP-U-3715(637)-70-52 =FEET ND. PROJECT DATE, CHECKED BY: S. SOVERS Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE C.06 CAD DATE: 221/2012 2:52.31 PM DRAYN BY, ESTIMATED PROJECT QUANTITIES CAD FILE: K:\CR\IE\2009\091023\CAD\PIm NO9I023_COLN,t IOWA CITY, IOWA oo4A ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION 00-4A 10-29-02 10-29-02 Item Item Code Description Item Item Code Description No .C. INCLUDES STAKING OF THE PERMANENT UTILITY AND TEMPORARY CONSTRUCTION EASEMENTS AS ILLUSTRATED ON FOUNDATION MATERIAL AS DIRECTED BY THE ENGINEER. ON THE H-SHEETS. 0. ADDITIONAL SURVEY WORK REQUIRED TO RESTAKE SURVEY POINTS DISTURBED DURING CONSTRUCTION WILL NOT 104 2554-0112006 WATER MAIN, TRENCHED, DIP, 6" BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CONTRACTOR SHALL PROTECT 105 2554-0112008 WATER MAIN, TRENCHED. DIP, B" SURVEY STAKES OR REPLACE AS NEEDED WITH NO ADDITIONAL COMPENSATION. 106 2554-0112012 WATER MAIN, TRENCHED. DIP, 12" 107 2554-0112016 WATER MAIN, TRENCHED, DIP, 16" 94 2527-9263109 PAINTED PAV'T MARK, WATERBORNE/SOLVENT A. REFER TO WATER MAIN TABULATION ON SHEET C.17. A. REFER TO TABULATION ON SHEET C.21. B. REFER TO IOWA DOT STANDARD ROAD PLANS SW-101 AND SW-104 FOR TYPICAL TRENCH DETAILS. B. REFER TO IOWA DOT STANDARD ROAD PLAN PM-110 FOR PAVEMENT MARKING DETAILS. C. TRENCH BEDDING FOR WATER MAIN IN UNPAVED AREAS (ROADWAY SHOULDERS AND SIDEWALKS) SHALL BE C. REFER TO J SHEETS FOR TEMPORARY PAVEMENT MARKING LAYOUT. CLASS P-3 WITH SUITABLE TRENCH BACKFILL COMPACTED TO 907. STANDARD PROCTOR DENSITY. 0. FOR STAGED CONSTR ION AND TEMPORARY PAVEMENT MARKINGS. D. TRENCH BEDDING FOR WATER MAIN WITHIN 5 FT OF OR UNDER PAVED ARE (MAINLINE, SIDE ROADS, AND DRIVEWAYS) SHALL BE CLASS P-3 WITH CLASS "A" CRUSHED STONE (MEETING IOWA DOT G ON N0. Ill GRANULAR MATERIAL TRENCH 95 2527-9263117 PAINTED PAV'T MARK, DURABL BACKFILL COMPACTED TO 95% STANDARD PROCTOR DENSITY. A. REFER TO TABULATION ON SHE 9-C.20. E. INCLUDES POLYETHYLENE ENCASEMENT, TRACER WIR AR BEDDING AND TRENCH BACKFILL. B. REFER TO IOWA DOT STANDARD ROA PM-110 AND PM-550 FOR PAVEMENT MARKING DETAILS. F. USE OF NITRILE GASKETS (WHERE SPEC IFIE NOT BE PAID FOR SEPARATELY, BUT SHALL C. REFER TO SHEETS K.OI-K.03 FOR PAVEM KING LAYOUT. BE CONSIDERED INCIDENTAL TO THE AIN, TRENCHED ITEMS. D. FOR PERMANENT PAVEMENT MARKINGS. G. INCLUDES TEMPORARY CAPS/P UIRED FOR STAGED CONSTRUCTION. - H. REFER TO SPECIAL PRO FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. 96 2527-9263143 PAINTED SYMBOL9LEGEND, DURABLE A. REFER TO TABULATION ON SHEET C.21. 108 2554-0122008 WATER MAIN, T ESS. DIP, 8" B. REFER TO IOWA DOT STANDARD ROAD PLAN PM-111 FOR PAINTED S & LEGEND DETAILS. A. REFE EET 0.03 FOR LOCATION AND DETAILS. C. REFER TO SHEETS K.01-K.03 FOR PAINTED SYMBOL AND LEGEND LAYOU B. INCLUDES ALL NECESSARY PIPE (RESTRAINED JOINT), FITTINGS. TRACER WIRE, LABOR, EQUIPMENT. BORE PITS AND 0. FOR PERMANENT PAVEMENT MARKINGS. ISCELLANEOUS ASSOCIATED WORK NECESSARY TO FURNISH AND INSTALL WATER MAIN PIPE BY DIRECTIONAL DRILLING. C. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 2553 OF THE IOWA DOT STANDARD SPECIFICATIONS. 97 2527-9263180 PAV'T MARK RMVD �242008 A. REFER TO TABULATION ON SHEET C.30. 109 WATER MAIN/CAS, TRENCHLESS, DIP, 8" A. REFER TO SHEET E.13 FOR LOCATION AND DETAILS. 98 2528-8400048 TEMP BARRIER RAIL, CONC B. ITEM INCLUDES ALL NECESSARY PIPE (RESTRAINED JOINT), FITTINGS, TRACER WIRE, LABOR, EQUIPMENT, BORE PITS AND A. REFER TO J SHEETS FOR TEMPORARY BARRIER LOCATION. I MISCELLANEOUS ASSOCIATED WORK NECESSARY TO FURNISH AND INSTALL WATER MAIN PIPE BY BORING W/ STEEL CASING. B. REFER TO IOWA DOT STANDARD ROAD PLAN BA-401 FOR ADDITIONAL DETAILS. C. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 2553 OF THE IOWA DOT STANDARD SPECIFICATIONS. C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. THIS SHALL BE CONSIDERED F COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION, REMOVAL AND 110 2554-0203000 FITTINGS BY WEIGHT, DI ADJUSTMENTS NECESSARY FOR STAGED CONSTRUCTION. INCLUDES TAPERED ENO SECTIONS A. REFER TO WATER MAIN FITTINGS TABULATION ON SHEET C.17. B. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. 99 2528-8400256 TEMP TRAFFIC SIGNAL C. INCLUDES NITRILE GASKETS (WHERE SPECIFIED), MEGA LUG JOINT RESTRAINT, GASKETS, GLAND RINGS AND BOLTS, A. REFER TO SHEETS J.19-J.29 FOR INFORMATION AND DETAILS. POLYETHYLENE ENCASEMENT AND CONCRETE THRUST BLOCKING. B. TEMPORARY TRAFFIC SIGNAL INCLUDES THE TEMPORARY SUPPLY, INSTALLATION, AND REMOVAL OF SS 4 WOOD POLES, D. THE WEIGHT OF A FITTING IS DETERMINED BE THE SPECIFIED WEIGHT OF THE AWWA CIIO/C153 FITTING OR MANUFACTURERS SPAN WIRE. SIGNAL HEADS, SIGNAL CABLE, CONDUIT, GUY WIRES, GUY ANCHORS, VIDEO CA VIDEO CABLE, EQUIVALENT STANDARD. AND MOUNTING HARDWARE AS OUTLINED IN THE PLANS AND SPECIFICATIONS. C. ITEM INCLUDES THE INSTALLATION OF LUMINAIRE ARMS AND LUMINAIRE HEADS ON EA OD POLE FOR III 2554-0204 WATER SERVICE STUB, COPPER, I" TEMPORARY INTERSECTION LIGHTING. REFER TO TYPICAL DETAIL ON SHEET 8.13. FER TO TABULATION ON SHEET C.16. 100 2528-8445110 TRAFFIC CONTROL C. TO D AND E SHEETS FOR LOCATIONS. A. REFER TO J SHEETS FOR STAGING AND TRAFFIC CONTROL DETAILS. D. REFE SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. 8. INCLUDES ALL REQUIRED TRAFFIC CONTROL SIGNING FOR CONSTRUCT OF THE PROJECT, INCLUDING E. INSTALL OF WATER SERVICES ON SYCAMORE ST & DEFOREST BY TRENCHLESS METHODS WILL NOT BE PAID FOR ADDITIONAL SIGNAGE THAT MAY NOT BE INCLUDED ON THE TRAFF ONTROL PLAN. ALSO INCLUDES ALL SEPARATELY, SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. SAFETY FENCING REQUIRED FOR ROAD CLOSURES. F. INCLUDES ALL H E AND FITTINGS (CORPORATION VALVE, SERVICE PIPE, CURB STOP, CURB BOX ROD, CURBIBOX, C. INCLUDES ALL TRAFFIC CONTROL DEVICES AND EQUIPMENT SSARY TO MAINTAIN TRAFFIC IN ACCORDANCE STOP BOX, STOP BOX NECESSARY FOR INSTALLATION OF SERVICE LINE AS SHOWN ON THE PLANS. _ - WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEV 1C MUTCD) AND THE IOWA DOT STANDARD ROAD PLANS. G. INCLUDES NITRILE GASK WHERE SPECIFIED) -- INCIDENTAL TO ITEM. ^' �i D. THE REMOVAL OF EXISTING SIGNS AS WELL AS THE RELATION OF NEW TRAFFIC SIGNAGE WILL BE PERFORMED BY THE H. THE CONTRACTOR WILL BE PA E CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED-.RIJM3COM SATION CITY OF IOWA CITY STREETS DEPARTMENT. THE RACTOR SHALL CONTACT THE STREETS DEPARTMENT (PH.319-356-5161) FOR FURNISHING ALL MATERIAL, MENT AND LABOR FOR INSTALLING WATER SERVICE PIPE. WHEN EXISTING SIGNS NEED TO BE REMOVED A EN PROPOSED SIGNAGE NEEDS TO BE INSTALLED. 112 2554-0206000 VALVE. BUTTERFLY, DIP, 16" 101 2528-8445113 FLAGGER 113 2554-0207006 VALVE. GATE. DIP, 6" f' A. REFER TO J SHEETS FOR STAGING AN FF IC CONTROL DETAILS. 114 2554-0207008 VALVE, GATE, DIP, B" -�I-r1 B. FOR TRAFFIC STAGING, CONCRETE EMENT, AND ALL OTHER MISCELLANEOUS CONSTRUCTION MEASURES. 115 2554-0207012 VALVE, GATE, QIP, 12" C. THIS ITEM SHALL BE PERFORME ACCORDANCE WITH APPLICABLE SECTIONS OF THE IOWA DOT STANDARD A. REFER TO TABULATION ON SHEET C.16. SPECIFICATIONS SECTION 252 TRAFFIC CONTROL. B. REFER TO 0 AND E SHEETS FOR VALVE LOCATIONS. "' Ul 0. USE OF FLAGGERS TO BE APPR VED BY THE PROJECT ENGINEER. C. INCLUDES NITRILE GASKETS (WHERE SPECIFIED) AND MEGA LUG JO STRAINT (INC] TO ITE I. D. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUT YSTEM. 102 2533-4980005 MOBILIZATION E. INCLUDES BEDDING , CONCRETE BLOCKING, GLAND RINGS, GASKETS, TIE ROD , LTS. VALVE BOX AND LID, POLYETHYLENE A. PAYMENT AND MOBILIZATION SHALL BE IN ACCORDANCE WITH SECTION 2533 OF THE IOWA DOT STANDARD SPECIFICATIONS. ENCASEMENT AND EXTENSION IF REQUIRED. 103 2552-0000210 TRENCH FOUNDATION 116 2554-0210201 FIRE HYDRANT ASSEMBLY WM-201 A. THIS ITEM SHALL BE IN ACCORDANCE WITH SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATIONS. A. REFER TO HYDRANT ASSEMBLY TABULATION ON SHEET C.17. B. MATERIALS SHALL CONFORM TO SECTION 2552.02, PARAGRAPH D OF THE IOWA DOT STANDARD SPECIFICATIONS. B. REFER TO D AND E SHEETS FOR HYDRANT LOCATIONS. C. PAYMENT SHALL BE BASED UPON THE AMOUNT OF MATERIAL PLACED AS INDICATED ON THE DELIVERY TICKETS. C. REFER TO TYPICAL DETAIL ON SHEET B.13. D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER TON. THIS SHALL BE CONSIDERED FULL 0. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. COMPENSATION FOR FURNISHING ALL TOOLS. EQUIPMENT AND MATERIALS NECESSARY TO SUPPLY AND INSTALL TRENCH E. INCLUDES USE OF NITRILE GASKETS (WHERE SPECIFIED) AND MEGA LUG JOINT RESTRAINT IINCIDENTAL TO ITEM I. PROJECT R0: 091023 DESIGNED 0Y: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINEROADIMPROVEMENTS STP-U-371516371--70-52 SNE=i 19. PROJECT :ATE: LHELKEO 6Y: S. SOVER3 Rr: ��� FROM KIRKWOOD AVENUE TO 1ST AVENUE C.07 cw Dere: zrzvzolz zsz,33I PN ORAVN ESTIMATED PROJECT QUANTITIES CAD FILE: K:\CR\IE\2009\091023\LA0\Plem\091023-C01.aM IOWA CITY, IOWA ESTIMATE REFERENCE INFORMATION 100-4A ESTIMATE REFERENCE INFORMATION DD -+A I0-29-02 1049-02 Item Item Code Description )Nom Item Code Description F. INCLUDES PROVIDE AND INSTALLED HYDRANT, 6 -IN PIPING AS REQUIRED, MJ TEE, 6 -IN VALVE AND BOX, TRACER WIRE B. ITEM INCLUDES REMOVAL AND REPLACEMENT OF EXISTING 48" DIA. CONE SECTION, BRICK RISER, FRAME AND LID. RECEPTACLE, POLYETHYLENE ENCASEMENT, THRUST BLOCKING, EXCAVATION AND BACKFILL (INCLUDING COMPACTION). C. MANHOLE LID SHALL FEATURE THE CITY OF IOWA CITY LOGO d SANITARY SEWER LABEL AS ILLUSTRATED ON THE MODIFIED STANDARD ROAD PLAN SW -601 ON SHEET 8.17. 117 2554-0212030 VALVE BOX REPLACEMENT D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL A. REFER TO TABULATION ON SHEET C.16. COMPENSATION FOR FURNISHING ALL MATERIAL. EQUIPMENT, LABOR THE REPAIR OF EXISTING SANITARY SEWER B. REFER TO D AND E SHEETS FOR VALVE BOX REPLACEMENT LOCATIONS. MANHOLES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. E. ALSO INCLUDES CHIMNEY SEALS, HANDLING, EXCAVATION, INSTALLATION, BACKFILL AND OTHER MISCELLANEOUS WORK. 118 2554-0214000 FIRE HYDRANT ADJUSTMENT A. REFER TO HYDRANT ASSEMBLY TABULATION ON SHEET C.17. 127 2599-9999005 SANITARY SEWER MANHOLE REPLACEMENT B. REFER TO SHEET D.01 FOR HYDRANT LOCATION. A. REFER TO SANITARY SEWER TABULATION ON SHEET C.13 C. ITEM INCLUDES THE ADJUSTMENT OF THE EXISTING FIRE HYDRANT TO THE ELEVATION INDICATED ON THE PLANS. B. REFER TO CONSTRUCTION DETAIL ON SHEET B.15. C. REFER TO 0 SHEETS FOR LOCATIONS. 119 2599-9999003 PCC STEPS D. MANHOLE LIDS SHALL FEATURE THE CITY OF IOWA CITY LOGO 6 SANITARY SEWER LABEL AS ILLUSTRATED ON A. REFER TO TABULATION ON SHEET THE MODIFIED STANDARD ROAD PLAN SW_ 601 ON SHEET B. REFER TO CONCRETE STEPS/HANDRAIL UCTION DETAILS ON SHEETS B.20 -B.21. E. THE CONTRACTOR WILL BE PAID THE CONTRACT ICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION C. THE CONTRACTOR WILL BE PAID THE CON T PRICE PER CUBIC YARD. THIS SHALL BE CONSIDERED FOR FURNISHING ALL TOOLS, EOUIPMENT AND MATERIALS NECESSARY FOR THE SANITARY SEWER MANHOLE REPLACEMENT FULL COMPENSATION FOR FURNISHING ALL TOOL . MENT, LABOR AND MATERIALS NECESSARY FOR THE IN ACCORDANCE WITH THE CONTRAC ENT% INSTALLATION OF PCC STEPS IN ACCORDANCE WITH T RACT DOCUMENTS. F. INCLUDES EXCAVATION, REMO EXISTING MANHOLE. REPLACEMENT MANHOLE, DIP RECONNECTION OF ALL PIPES, D. INCLUDES HANDRAIL AND ALL APPURTENANCES, EXCAVATION, ILL, AND REINFORCING. TEES, SLEEVES, CONN AND BY-PASS PUMPING. 120 2599-9999005 IT/ INTERCONNECT HANDHOLE (30"X 48"1 128 2599-9999005 SUBDRAIN. CL 6 IN. PVC, TYPE A-1 A. REFER TO SHEETS N.13 -N.17 FOR LOCATIONS A. REFER NGITUDINAL SUBDRAIN TABULATION (104-9) ON SHEET C.14 -C.15. B. REFER TO SPECIAL PROVISION FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIP D MATERIALS. TO SHEET M SHEETS FOR CLEANOUT LOCATIONS. C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL SIDERED FULL COMPENSATIONER TO FIGURE 4040.232 ON SHEET B.15 FOR INSTALLATION DETAILS. FOR FURNISHING ALL MATERIAL. EQUIPMENT AND LABOR FOR THE INSTALLATION OF HANDH 0 COVERS OF THE GIVENCONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION SIZE AND TYPE. THE UNIT PRICE SHALL ALSO INCLUDE EXCAVATION, BACKFILLING, COMPACT FACE RESTORATION,FURNISHING ALL MATERIALS, EQUIPMENT AND LABOR FOR THE INSTALLATION OF SUBDRAIN CLEANOUTS IN ACCORDANCE POLYMER CONCRETE HANDHOLE BOX AND COVER, STAINLESS STEEL COVER BOLTS, GEOTEXTILE WOVEN GRANULAR THE CONTRACT DOCUMENTS. BASE, GROUND BAR AND TERMINATION HARDWARE. <259q D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COM ION OTECTION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE INSTALLATION OF STORM SEO R TO TABULATION ON SHEET C.26. MANHOLES IN ACCORDENCE WITH THE CONTRACT DOCUMENTS. R TO 0 AND E SHEETS FOR LOCATIONS. R TO TYPICAL DETAIL ON SHEET B.14. 121 2599-9999005 MANHOLE, STORM SWR, SW -401, 108" 0. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL 122 2599-9999005 MANHOLE, STORM SMR. SW -401, MODCOMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION AND REMOVAL A. REFER TO STORM SEWER TABULATION ON SHEET C.11 -C.12. FOLLOWING CONSTRUCTION ACTIVITIES. B. REFER TO IOWA DOT STANDARD ROAD PLANS. C. MANHOLE LIDS SHALL FEATURE THE CITY OF IOWA CITY LOGO 6 STORM SEWER LABEL AS ILLUSTRATED 130 2599-99 WATER MAIN, ADJUSTMENT (HORIZONTALI THE MODIFIED STANDARD ROAD PLAN SW -602 ON SHEET 8.17. 131 2599-999900 ATER MAIN, ADJUSTMENT (VERTICAL) D. INCLUDES FURNISHING STRUCTURES AND APPURTENANCES, HANDLING, EXCAVATION, DEWATERING TALLATION, FER TO HORIZONTAL AND VERTICAL ADJUSTMENT DETAILS ON SHEET B.12. BEDDING, BACKFILL, CONCRETE COLLARS AND MISCELLANEOUS WORK. B. NCLUDES NEW WATER MAIN PIPE (SAME TYPE AND SIZE I. DUCTILE IRON FITTINGS, HARNESSES, STAIN STEEL TIE / SS NUTS, POLYETHYLENE ENCASEMENT, TRACER WIRE, THRUST BLOCKING, REMOVAL ANILOISPOSAL--UF WATER 123 2599-9999005 PCC ROOF DRAIN SPLASH PAD MAIN PIP APPURTENANCES, EXCAVATION, DEWATERING, GRANULAR BEDDING AND GRANULAR TREi16p1 BACKF. A. REFER TO SHEET L.18 FOR PAD LOCATIONS. C. THE CONTRACT L BE PAID THE CONTRACT UNIT PRICE PER EACH, THIS SHALL BE CONSIDER EED� Syl" COMP NSATIAq B. REFER TO TYPICAL DETAIL ON SHEET B.17. FOR FURNISHING A LS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR ADJUSTING THE EiNT'S+I*G WMR MAIN� C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. T SHALL BE CONSIDERED FULL AS DIRECTED BY THE P T ENGINEER. 7--< _ COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR THE INSTALLATION OF ROOF DRAIN SPLASH PADS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 132 2599-9999005 WATER SERVICE SADDLE REPLACEME F— A. REFER TO TYPICAL DETAIL ON SHEE r'l 124 2599-9999005 RELOCATE FIRE HYDRANT WM-201 _ B. REFER TO SPECIAL PROVISION FOR MATE FOR WATER DISTRIBUTION SYSTEM. U A. REFER TO HYDRANT ASSEMBLY TABULATION ON SHEET C.17 C. WATER SERVICE SADDLES SHALL BE REPLACED HE FOLLOWING PROPERTIES: B. REFER TO 0 SHEETS FOR HYDRANT LOCATIONS. 1308 KIRKWOOD AVENUE C. REFER TO TYPICAL DETAIL ON SHEET B.13. 1309 KIRKWOOD AVENUE ._ 0. REFER TO SPECIAL PROVISIONS FOR WATER MA WATER DISTRIBUTION SYSTEM. 1311 KIRKWOOD AVENUE E. INCLUDES 6 -INCH PIPING AS REQUIRED, T BLOCKING AND EXCAVATION. 1312 KIRKWOOD AVENUE F. THE CONTRACTOR WILL BE PAID THE CON T UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL 1315 KIRKWOOD AVENUE COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE RELOCATION 1316 KIRKWOOD AVENUE OF FIRE HYDRANT IN ACCORDANCE TO THE CONTRACT DOCUMENTS. D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS E CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR WATER SERVICE SADDLE CEMENT. 125 2599-9999005 REMOVAL OF FIRE HYDRANT A. REFER TO I SHEETS FOR HYDRANT REMOVAL LOCATIONS. 133 2599-9999009 IT/INTERCONNECT HOPE DUCT, 2" DIA. B. REMOVAL OF FIRE HYDRANT WILL BE MEASURED BY ACTUAL COUNT BY THE ENGINEER. A. REFER TO SHEETS N.13 -N.17 FOR LOCATIONS C. ALL REMOVED HYDRANTS SHALL BE SALVAGED AND STOCKPILED NEAR THE FIELD OFFICE. CONTRACTOR SHALL CONTACT B. REFER TO SPECIAL PROVISION FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS. THE IOWA CITY WATER DEPARTMENT (PH. 319-399-5162) WHEN HYDRANTS ARE READY FOR PICKUP. C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL COMPENSATION D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH FIRE HYDRANT REMOVED. THIS SHALL BE CONSIDERED FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF CONDUIT OF THE GIVEN TYPE AND DIAMETER. FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS FOR THE REMOVAL OF HYDRANTS, THE UNIT PRICE SHALL ALSO INCLUDE TRENCHING, BACKFILLING, COMPACTING. SURFACE RESTORATION. HDPE DUCT, PAD, FITTINGS, SPOOL AND ALL OTHER HARDWARE. HOPE MECHANICAL COUPLINGS AND DUCT PLUGS. 126 2599-9999005 1 SANITARY SEWER MANHOLE REPAIR 134 2599-9999009 IT/INTERCONNECT PULL TAPE FOR HDPE DUCT A. REFER TO D SHEETS FOR LOCATIONS. A. REFER TO SHEETS N.13 -N.17 FOR LOCATIONS PROJECT N0: 091023 DESIGNED BY: S. SOYERS No' DATE BY REVISIRJ OESCPIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 SHEET W' PROJECT DATE, CHECKED BY: S. SOVERS CAD DATE, 2/21/2012 2,5202 PM DRAWN BY, �O� FROM KIRKWOOD AVENUE TO 1ST AVENUE C.08 —" "TV CCPaE, MACN\IE\2009\091023\CAO\Plw\091023-LOLaM1t IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES M 100-4A ESTIMATE REFERENCE INFORMATION 10-29-02 04-20-10 Item No. Item Code Description Number Date B. REFER TO SPECIAL PROVISION FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS. BA -200 BA -203 BA -401 C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL COMPENSATION STEEL BEAM GURDRAIL COMPONENTS STEEL BEAM GUARDRAIL W -BEAM END ANCHOR _ TEMPORARY BARRIER RAIL (PRECAST CONCRETE i i FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF CONDUIT PULL TAPE OF THE GIVEN TYPE. 135 2599-9999009 IT/INTERCONNECT TRACER WIRE FOR HDPE DUCT RF -3 10-I8-11 A. REFER TO SHEETS N.13 -N.17 FOR LOCATIONS RF -13 B. REFER TO SPECIAL PROVISION FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS. PIPE BENDS AND HALF PIPE _ C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL COMPENSATION 10-18-11 CONNECTED PIPE JOINTS FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF CONDUIT TRACER WIRE OF THE GIVEN TYPE. 136 2599-9999009 REMOVAL OF WATERAIN _ RF -26 A. REFER TO TABUL N ON SHEET C.18. PIPE APRON GUARD B. REFER TO REMOVAL TS 1.01-1.10 C. THE LENGTH OF WATER REMOVED WILL BE MEASURED IN THE FEET BY THE PROJECT ENGINEER. RF -42 04-17-12 D. ALL WATER MAIN REMOVED PROPOSED STREET PAVING (INCLUDING DRIVEWAYS) OR WITHIN 5 FT OF PROPOSED RL -2A STREET PAVEMENT SHALL BE BA WITH CLASS "A" CRUSHED STONE (MEETING IOWA DOT GRADATION NO. 11). DETAILS OF EMBANKMENT SUBGRADE TREATMENT, MOISTURE DENSITY CONTROL & SPECIAL COMPACTION M-30 E. GRANULAR BACKFILL WILL NOT BE PA SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. JUNCTION BOX (FIBER REINFORCED CONCRETE F. THE CONTRACTOR WILL BE PAID THE CONTR T PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL 10-18-11 LIGHT POLE FOOTINGS COMPENSATION FOR FURNISHING ALL MATERIAL, NT AND LABOR FOR THE REMOVING, BACKFILLING AND DISPOSING RM- 09-21-99 OF EXISTING PIPE. RM -42 G. ALL EXPOSED ENDS OF PIPE TO BE ABANDONED IN-PLACE S PLUGGED WITH CONCRETE (INCIDENTAL TO THIS ITEM). 137 2599-9999014 MODULAR BLOCK RETAINING WALL (HEAVY) TRENCH BEDDING AND BACKFILL ZONES A. REFER TO SHEET U.03 FOR RETAINING WALL DETAILS. SW -102 04-2% B. REFER TO SPECIAL PROVISION FOR MODULAR BLOCK RETAINING WALL (HEAVY), SW -103 C. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY ENGINEER, FLEXIBLE GRAVITY PIPE TRENCH BEDDING t --� - D. INCLUDES RETAINING WALL MATERIALS (INCLUDING CAP), EXCAVATION, GRANULAR BACKFIL ALL APPURTENANCES 04-21-09 ITARY SEWER SERVICE STUB TO CONSTRUCT THE WALL, IN ACCORDANCE TO THE CONTRACT DOCUMENTS. 138 2601-2634150 MULCH, WOOD CELLULOSE FIBER SW -306 A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. CHIMNE S FOR SANITARY MANHOLES B. SHALL BE APPLIED USING STANDARD HYDRAULIC MULCHING EQUIPMENT. 04-21-09 DROP CONNE FOR SANITARY SEWER MANHOLE C. APPLICATION RATE SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION. 139 2601-2636044 SEED9FERTILIZE (URBAN) SW -402 A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. RECTANGULAR STORM%MANHOLE B. INCLUDES SEED, FERTILIZER AND EROSION MAINTENANCE UNTIL ESTABLISHED GROWTH HAS BEEN AT E0. 04-21-09 DOUBLE GRATE INTAKE C. THE TOP 6 -INCHES OF THE SEED BED SHALL BE FREE OF ROCK AND DEBRIS AND SHALL BE SU FOR THE SW -507 10-20-09 ESTABLISHMENT OF VEGETATION WITH THE APPROVAL OF THE ENGINEER. 140 2601-2639010 S00 SINGLE OPEN -THROAT CURB INTAKE, 80X A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. 10 -I8 -I1 DOUBLE OPEN -THROAT CURB INTAKE. SMAL B. SHALL ONLY BE PLACED WITHIN THE PARKWAY (BACK OF CURB TO FACE OF WALK) FOR THE ENTIRE PROJECT. SW -510 10-18-11 C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SOUA HIS SHALL BE CONSIDERED SW -512 FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LA NO MATERIALS NECESSARY FOR THE CIRCULAR AREA INTAKE _ INSTALLATION OF SOD IN ACCORDANCE WITH THE CONTRACT DO TS. 141 2601-2642120 STABILIZE CROP - SEEDiFERTILIZE (URBAN) SW -541 04-19-11 A. REFER TO EROSION CONTROL TABULATION ON SHEET SW -542 B. THIS ITEM IS TO BE USED AT THE DIRECTION E ENGINEER TO TEMPORARY SEED DISTURBED AREAS UNTIL EXTENSION UNIT FOR OPEN -THROAT CURB INTAKE UNDER PAVEMENT APPROPRIATE SEEDING DATES. 10-20-09 CASTINGS FOR SANITARY SEWER MANHOLES C. INCLUDES SEED, FERTILIZER, WATER A OSION MAINTENANCE UNTIL ESTABLISHED GROWTH HAS BEEN ATTAINED. 142 2601-2643110 WATER-SOD/SPEC DITCH CNTL/SLOPE PR CT _ TC -25304-17-12 A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. PAVED ON-SITE DETOUR _ B. INCLUDED FOR SODDING AREAS AND ESTIMATED BASED ON SIX (6) APPLICATIONS AT A RATE OF 100 GALLONS PER 04-19-11 FIRE HYDRANT ASSEMBLY SQUARE OF SOD PLACED. 143 2601-2643300 MOBILIZATION FOR WATERING A. PAYMENT AND MOBILIZATION SHALL BE IN ACCORDANCE WITH SECTION 2601 OF THE IOWA DOT STANDARD SPECIFICATIONS. 144 2602-0000020 SILT FENCE 145 2602-0000071 RMVL OF SILT FENCE/SILT FENCE -DITCH CHECK 146 2602-0000101 MAINT. OF SILT FENCE/SILT FENCE -DITCH CHECK A. REFER TO SILT FENCE TABULATION ON SHEET C.31. B. REFER TO IOWA DOT STANDARD ROAD PLAN EC -201 FOR SILT FENCE INSTALLATION DETAILS. C. INCLUDES REMOVAL AND PROPER DISPOSAL ONCE STABILIZATION OF DISTURBED GROUND IS ACHIEVED. 0. ADDITIONAL QUANTITY HAS BEEN ADDED TO THIS ITEM FOR USE DURING CONSTRUCTION ACTIVITIES. PLACEMENT LOCATIONS SHALL BE IN ACCORDANCE TO THE POLLUTION PREVENTION PLAN, M PROJECT NO: 091023 DESIWD BY: S. ROVERS PROJECT DATE: CPECCED BY: S. SOVERs CAD DATE, 2/21/2012 2:52,32 PM DRAWN BY, NO DATE BY REWISION DESCRIPTION STANDARD ROAD PLANS 105-4 04-20-10 The followinq Standard Road Plans shall be considered applicable to construction work on this project. STP -U-3715(637)-70-52 Number Date Title BA -200 BA -203 BA -401 10-18-11 10 -I8 -Il 04-20-10 STEEL BEAM GURDRAIL COMPONENTS STEEL BEAM GUARDRAIL W -BEAM END ANCHOR _ TEMPORARY BARRIER RAIL (PRECAST CONCRETE i i EC -101 EC -201 MI -102 MI -210 MI -220 PM -110 PM_ 111 PM -120 PM -522 PM -550 PV -101 PV -1 3 V-301 RF -2 04-20-10 04-20-10 10-18-11 04-17-12 04-17-12 04-19-11 I 10-18-11 04-19-11 04 - 1q:jlpo 0jakI l -17-12 04-19-11 04-19-11 04-19-11 I0 -I8-11 WOOD EXCELSIOR MAT FOR DITCH PROT POW SILT FENCE ol_ CHAIN LINK FENCE CONST PCC DRIVEWAYS AN6110M DETECTABLE J4@1111IMS AND PEDESTRIAN RAMP LINE T AND LEGENDS TOP LINES AND ISLANDS TWO-LANE ROADWAY WITH LEFT TURN LANES TWO-LANE ROADWAY WITH TWO-WAY LEFT TURN LANE JOINTS _ PCC CURB DETAILS MANHOLE BOXOUTS IN PCC PAVEMENT SUPERELEVATION DETAILS TWO LANE ROADWAY CONSTRUCTION OF TYPE 'C' CONCRETE ADAPTORS FOR PIPE CULVERT RF -3 10-I8-11 CONCRETE APRONS - RF -13 10-I8-11 PIPE BENDS AND HALF PIPE _ RF -14 10-18-11 CONNECTED PIPE JOINTS _ RF -19C 10-19-10 SUBORAINS (LONGITUDINAL) _ RF -26 10-18-11 PIPE APRON GUARD RF -42 04-17-12 LOW CLEARANCE PIPE APRONS RL -2A 10-18-05 DETAILS OF EMBANKMENT SUBGRADE TREATMENT, MOISTURE DENSITY CONTROL & SPECIAL COMPACTION M-30 04-27-99 JUNCTION BOX (FIBER REINFORCED CONCRETE 10-18-11 LIGHT POLE FOOTINGS RM- 09-21-99 CABLE SPLICES AND CONNECTORS RM -42 -18-11 PRECAST HANDHOLE o SW -101-09 TRENCH BEDDING AND BACKFILL ZONES e1/ SW -102 04-2% RIGID GRAVITY PIPE TRENCH BEDDING SW -103 04-21-09 FLEXIBLE GRAVITY PIPE TRENCH BEDDING t --� - SW -201 04-21-09 ITARY SEWER SERVICE STUB -_ SW -301 04-21-09 CI SANITARY SEWER MANHOLE c SW -306 04-21-09 CHIMNE S FOR SANITARY MANHOLES SW -307 04-21-09 DROP CONNE FOR SANITARY SEWER MANHOLE SW -401 04-21-09 CIRCULAR STORM MANHOLE. SW -402 04-21-09 RECTANGULAR STORM%MANHOLE SW -505 04-21-09 DOUBLE GRATE INTAKE SW -507 10-20-09 SINGLE OPEN -THROAT CURB IN MALL BOX t1l SW -508 10-20-09 SINGLE OPEN -THROAT CURB INTAKE, 80X SW -509 10 -I8 -I1 DOUBLE OPEN -THROAT CURB INTAKE. SMAL SW -510 10-18-11 DOUBLE OPEN -THROAT CURB INTAKE, LARGE BO SW -512 10-20-09 CIRCULAR AREA INTAKE _ SW -513 04-21-09 OPEN -SIDED AREA INTAKE SW -541 04-19-11 OPEN -THROAT CURB INTAKE UNDER PAVEMENT_ SW -542 10-20-09 EXTENSION UNIT FOR OPEN -THROAT CURB INTAKE UNDER PAVEMENT SW -601 10-20-09 CASTINGS FOR SANITARY SEWER MANHOLES _ SW -602 SW -604 TC -213 TC -228 TC -252 10-20-09 10-20-09 04-17-12 04-17-12 04-17-12 CASTINGS FOR STORM SEWER MANHOLES CASTINGS FOR AREA INTAKES LANE CLOSURE WITH FLAGGERS LANE CLOSURE UTILIZING CONTINUOUS TWO WAY LEFT TURN LANE ROUTES CLOSED TO TRAFFIC _ TC -25304-17-12 PAVED ON-SITE DETOUR _ WM-201 04-19-11 FIRE HYDRANT ASSEMBLY PROJECT NO: 091023 DESIWD BY: S. ROVERS PROJECT DATE: CPECCED BY: S. SOVERs CAD DATE, 2/21/2012 2:52,32 PM DRAWN BY, NO DATE BY REWISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(637)-70-52 9£ET W. C.09 CAD FILE: %:\CR\IE\2009\091023\CAO\Plms\091023_0t..ht i i \, IOWA CITY, Iowa ESTIMATED PROJECT QUANTITIES cl-zo-s+ 203-I Plan and profile sheets included In the project are for the purpose of alignment, location and specific directions for the work to be performed under this contract. Irrelevant data on these sheets Is not to be considered a part of this contract. 04.03-01 203-2 During construction of this protect, the contractor will be required to coordinate his operations with those of other contractors working within the same area. Other work In progress during the same period of the time r111 Include construction of the follor- ing projects: Project Type of Work Sycamore St. and HWY 6 Int. '411111kjr-tersection Improvements First Ave. RR Underpass P^nass I near Mn9ratlne Joint Trenrh elnratl nn Kirk wood (.f Slte Improvements Plug Improvements 01-20-84-zAllholesresultingfromoperationsofthecontractor,Includinvalofguardrailposts,fenceposts,utleerypoles,orfoundations.shallbe 7- filled and consolidated to flNshed grade as directheengineer to prevent future settlement. The voids shall be eas soon as practical -preferably the day created and not later than the following day. Any portion of the right-of-way or project limits (including borrow areas and operation sites) disturbed by any such operations shall be restored to an acceptable condition. This oper- ation shall be considered incidental to other bid Items In protect. Bo-zo-IM zlza Sounding and test boring data shown on plans were accumulated for designing and estimating purposes. Their appearance on the plan does not constitute a guarantee that conditions other than those Indicated will not be encountered. 04 -I5 -0e 213-1 It shall be the contractor's responsibility to provide waste areas or disposal sites for excess material (excavated material or broken concrete) which is not desirable to be incorporated into the work involved on this project. It shall be the contractors responsibility to ensure that areas (including haul roads) selected for waste or disposal not i 1) culturally sensitive sites or graves or 2) wetlands or "Was the U.S.", including streams or stream banks below the " ary high water mark", without an approved U.S. Army C of Engineers Section 404 Permit. No payment for overhaul will be allow material hauled to these d sites. No materi CJ ^ 3 t7 n� � W <f� W d.J Cn PROJECT N0, 09m23 OE BY: s. SOVERB N0 OAiE BY REYISIR! DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(837)-70.52 SHEET NQ CKII PROJECT DATE, CHEcxEo ar: s. savERs DAD DATE. 2/21/2032 2,s2a3 PN BRAUN BY: Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE C 10 CAD PILE, x:\CR\IE\2009\WI023\CAD\Plain\091023-COI.aEt IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES al shall be plat thin the right-of-way, unless specifically stated in the plans. 04-30-02 213-7 Unless otherwise directed or authorized, all hot mix asphalt and other bituminous materials which are not specifically addressed or described In the contract documents shall become the property of the contractor. The contractor, in accordance with current rules and regulations of the lova Department of Natural Resources, may: 1. With the approval of the Engineer, blend or otherwise process the material for use with shoulder or special backfill aggregate, for use on the project. 2. With the approval of the Engineer, place with material In areas designated by the Engineer as Soil Aggregate Subbase without extra charge. 3. Remove the material from the project and stockpile for the contractor's future use. 12-08-95 ,'Z.' I Special care shall be taken when forming at intersections so that the profiles and elevations shown on the cross sections, street return profile sheets, and staking diagram sheets are obtained. Short lengths of forms or flexible forms may be necessary at these locations. 01-20-84 222-2 To obtain the correct form grades at low points where intakes are located, the contractor must exercise extreme care when paving TO width pavements. This may require pouring one half of the pave- ent at a time or other methods approved by the engineer. 04-15-0 32-38 EROSION OL: (Urban Seeding) Following completion ork in a disturbe a, the area shall be seeded, fertilized, and mulc s foil SEEDING MIXTURE: Seedi ate. s. per 1000 sq. ft. Bluegr Y 70°/9 F e, Creeping Red 20% yegrass, Perennial (Fineleaf-Derby Manhattan or equivalent.) ° TILI2ER: 17 lbs. of 13-13-13 (or equivalent) commercial fertilizer per 1000 sq. ft. MULCH: 70 His. of dry cereal straw per 1000 sq. ft. All mulch shall be consolidated into the soil with a mulch stabilizer. The preparation of the seedbed and the furnishing and application of seed, fertilizer, and mulch shall be considered incidental to mobilization and no extra compensation will be allowed. 01-20-a1 232-5 The contractor shall not disturb desirable grass areas and desirable trees outside the construction limits. The contractor x111 not be permitted to park or service vehicles and equipment or use these areas for storage of materials. Storage, parking and service area(s) will be subject to the approval of the resident engineer. 01-09-90 232-6 Selective clearing will be required on this protect. Any trees outside of the construction limits shall be removed only by the approval of the engineer. 06-07-94 232-6 The top six (6) Inches of the disturbed areas shall be free of rock and debris and shall be suitable for the establishment of vegeta- tion, subject to the approval of the Engineer. 10-28-97 232-10 The contractor Is expected to have materials, equipment, and labor available on a dally basis to Install and maintain erosion control features on the project. This may Involve seeding, silt fence, rock ditch checks, silt basins, or slit dikes. 07 -IS -97 211-2 Where Indicated on the plans or Then directed by the Engineer, existing sever and drainage pipes which are to be abandoned In place shall be completely blocked with permanent bulkheads composed of either class X concrete or brick masonry. Salvaged brick may be used provided they are sound and meet the approval of the Engineer. This work shall be considered as Incidental work and the cost of such blocking of abandoned rs and drainage pipes shall be considered to be Included a contract price for other Items. OI -19-9e 251-1 Th ractor shall be responsible to maintain access to Individual opertles during construction. Relocated access shall be completed to Individual properties prior to removal of existing access. If the permanent access cannot be completed prior to removal of the existing access, the contractor shall provide and maintain an alternate access. Temporary Granular Surfacing will be pard for as a contract Item or by extra work. 06-22-e4 251-2 The contractor Is hereby notified that removal of any existing traffic markers, warning devices or guardrail barriers shall be scheduled subject to the approval of the Engineer. The contractor may be required to place temporary warning devices at certain locations where replace- ment features are not Installed the same day during which any such removals take place. 06-22-e4 251-3 A plan for stage construction of local accesses which are required to remain open to traffic during construction shall be submitted by the contractor for approval by the engineer. 01-09-90 252-1 Beading and shaping as well as any other Incidental work In prepar- ation for any maintenance of temporary crossing or detours shall considered Incidental to other cork on the project. Additional su ng needed for temporary crossings or detours during con- struct hall be furnished and spread at contract price. 10 -oz -o 1 zsz-z The detours) on this �ect have been des) gnated to accommodate the Hot Mix Asphalt option. a P.C. concrete option Is utlltted. "on -the -site" adjustments may qui red as approved by the Engineer. 1�M1111111111 683.47 FL. P +17.00, 12.50' RT SW -510 695.29 690.67 P +17 Tin v.sn, I r I sW-sm I ea5. 17 1 64n_27 TENS ti�zd 26 I 1 684.46 1 684 0 0.4 LIST OF INTAKES AND UTILITY ACCESSES 663.89 1 683 08 681.12 LIST 26 I OF STORM SEWER PIPE 683 50 0.4 IgLie ModlFled 50 3.26 684. Number 45 0.43 Location Type or Standard Form Bottom Structure Notes Llne Intake/Utility Access No. Class Plpe Length SI a Flow Lines plvpee Grade Well Depth Number •0• plameter of Llne Inlet Outlet Other Pro Ile Notes (Station) Road Plan (Elev.l IE lev.) (Feet) From To (Inches) (Feet) Elevation Elevatlon Elevation Sheet No. S-1 1+92.00, 15.50' LT SW -510 695.86 691.36 S-2 1+92.00, 15.50' RT SW -510 695.66 690.85 1 1 1 P-1 S-1 S-2 11 RCPjI 151i 31 1 691.86 691.55 1 M.17 S-3 3+34.00, 15.50' RT SW -507 690.02 685.02 P-2 S-2 5-3 RCP IB 132 4.34 691.35 685.62 M.01 S-4 70+68.00. 12.50' LT SW -509 690.12 685.99 SLOPE INTAKE TO MATCH SIDEWALK ELEV. P-3 5-3 5-6 RCP IB 85 1.82 685.52 683.97 M.O1 1�M1111111111 683.47 FL. P +17.00, 12.50' RT SW -510 695.29 690.67 P +17 Tin v.sn, I r I sW-sm I ea5. 17 1 64n_27 TENS ti�zd 26 I 1 684.46 1 684 0 0.4 1 681.5 1 681 663.89 1 683 08 681.12 680 26 I 83.29 683 50 0.4 7 680 50 3.26 684. 682 45 0.43 680.059 22 I 680.74 6 PROJECT W. 091023 DESIGNED BY, $. BOWERS PROJECT BATE, CHECKED BY: S. ROVERS CC DATE, 2/21/2012 252:33 PM DRAWN BY: CC Fut. X,\OH\IE\2009\091023\CAO\PWn\091023-COI.Mt NO GATE BY REVISIM DESCRIPTION #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)--70-52 ESTIMATED PROJECT QUANTITIES SHEET W. CA I LIST OF INTAKES AND UTILITY ACCESSES Location S dard Form Bottom Structure Road Plan Grade Well Depth 103111111111 41.80.00 II S-200 50 T LT F.6U7111111111WRID! 6'P.Q.YBI3 X -V Notes Line Number Class 'D' 18 LIST OF STORM SEWER PIPE Sloe Flow Lines Pi e Inlet Outlet Other Profile Elevation Elevation I Elevation Sheet No. 131fb7 Notes PROJECT NO: 091023 DESIGNED BY: S. SOVERS PROJECT DATE, CHECKED BY: S. MVERs CAD DATE: 2/21/2012 282:34 PN ORAVN BY: CAO FILE: K�\CR\[E\2009\091023\CAD\Plam\091023-COLeM1i N C7 N STP•U-3715(6371-7052 ESTIMATED PROJECT QUANTITIES '.meg y, _7 "I C7 i.ti - r• I _v c_n PROJECT NO: 091023 DESIGNED BY: S. SOVERS PROJECT DATE, CHECKED BY: S. MVERs CAD DATE: 2/21/2012 282:34 PN ORAVN BY: CAO FILE: K�\CR\[E\2009\091023\CAD\Plam\091023-COLeM1i NO DATE BT REVISION DESCRIPTION \. / Foth V LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE lawn cm, Iowa STP•U-3715(6371-7052 ESTIMATED PROJECT QUANTITIES S T W. CA 2 LIST OF SANITARY SEWER MANHOLES REVISION DESCRIPTIN LIST OF SANITARY SEWER PIPE Nodif�ed LOcatlon type or Form Bottom Structure Line Intake/Utility Attess No. Class Pipe Length Slo a Flow Lines PI e Notes Number Standard Grade Nell Oepth Notes Number •O• Olameter of Llne Inlet Outlet Other I I Profile (Station) Road Plan (Elev.)(Elev) (Feed From To IlnchesI IFPPtI Elevatlon Elevatlon Elevation Sheet No. I;ID7x:C191-IN-17[:l'IliY1 I:igf1:101:is�tllnSNq:!g9�i:yl.\Ii:P.li�/:lfi.� cn zpq M 0 PROJECT NO, MIND DESIGNED BY: S. SOWERS ILMLDATE I BY REVISION DESCRIPTIN STP -U-3715(537)-7032 SHEET N PROJECT DATE: CHECKED BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE: 2/21/2012 2:52x5 PN DRAWN BY: *Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE C.13] CAO FILET XAM\IE\2009\091023\CAD\PWu\091023_Mi.Mt IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES I Refer to Road Line or No. Lane )dent. RL -13 or RL -15. Location Station to Station Side Depth 0 (Inches) LONGITUDINAL Shoulder Size Length (Inches) (Feet) SUBDRAIN Refer to Lon Itudlnal Subdraln Backslope Size Length (Feet) SHOULDER Soils Sheets. (RF -19C) Structure From To AND BACKSLOPE CMP Subdraln Outlet Station Size (Inches) Class "A" Porous • Crushed Backfill Stone (Cu. Yds.) (Cu. Yds.) ♦ Not a Bid Item Remarks lw-q la -le -os SD -1 LMR 1+96.00 6+60.00 LT 24 6 478 S -I 5-52 1+96.00 8 OUTLET TO INTAKE S -I 6+60.00 OUTLET TO INTAKE 5-52 _ SD -2 LMR 1+96.00 3+32.00 R7 24 6 136 5-2 S-3 1+96.00 6 OUTLET TO INTAKE S-2 3+32.00 OUTLET TO INTAKE S-3 SD -3 LMR 3*36.00 4+28.00 RT 24 6 87 5-3 5-6 3+36.00 B OUTLET TO INTAKE S-3 4+28.00 OUTLET TO INTAKE S-6 SO -4 LMR 4+32. 6+96.00 RT 24 6 264 S-6 5-50 4+32.00 8 OUTLET TO INTAKE 5-6 6+96.00 OUTLET TO INTAKE 5-50 SD -5 LMR 6+68.00 00 LT 24 6 30 5-52 5-51 6+68.00 8 OUTLET TO INTAKE 5-52 6+96.00 OUTLET TO INTAKE 5-51 SD -6 LMR 7+00.00 8+99.00 24 6 199 5-51 5-47 7+00.00 8 OUTLET TO INTAKE 5-51 8+99.00 OUTLET TO INTAKE 5-47 SD -7 LIAR 7M0.00 8+99.00 RT 6 199 5-50 5-46 7+00.00 8 OUTLET TO INTAKE 5-50 8+99.00 OUTLET TO INTAKE 5-46 SD -8 LMR 9+03.00 II+11.00 LT 24 208 5-47 5-45 9+03.00 8 OUTLET i0 INTAKE 5-47 11+11.00 OUTLET TO INTAKE 5-45 N SD -9 LMR 9+07.00 11+11.00 RT 24 6 5-46 5-44 9+07.00 8 OUTLET TO INTAKE 5-46 0 N 11+11.00 OUTLET TO INTAKE S-44 SD -10 LMR I1+15.00 13+15.00 LT 24 6 200 5-45 5-41 11+15.00 8 OUTLET TO INTAKE 5-45 13+15.00 OUTLET TO INTAKE SD -II LMR I1+19.00 12+03.00 RT 24 6 85 5-44 5-42 11+19.00 8 OUTLET TO -94 12*03.00 OU INTAKE 5-42 SD -12 LMR 12+11.00 13+15.00 RT 24 6 105 5-42 5-40 I2*11.00 8 WILET TO INTAKE 5-42 13+15.00 OUTLET TO INTAKE 5-40 �� a 50-13 LMR 13+19.00 15+75.00 LT 24 6 256 5-34 13+19.00 8 OUTLET TO INTAKE 5-41 15+75.00 OUTLET TO INTAKE 5-39 O W = SD -14 LMR 13+23.00 I5+75.00 RT 24 6 253 5-40 13+23.00 8 OUTLET TO INTAKE 5-40 15+75.00 OUTLET TO INTAKE 5-33 Ln SD -15 LMR 15+79.00 16+62.50 LT 24 6 84 5-34 5-32 15+79 PIT- OUTLET TO INTAKE 5-34 . 0 OUTLET TO INTAKE 5-32 SO -I6 LMR 15+83.00 16+62.50 RT 24 6 BI 5-33 5-31 5+ 8 OUTLET TO INTAKE 5-33 16+62. OUTLET TO INTAKE 5-31 50-17 LMR 16+66.50 17+72.93 LT 24 6 106 5-32 16+66.50 7111111� OUTLET TO INTAKE 5-32 17+72.93 OUTLET TO INTAKE 5-26 SD -18 LMR I6+70.50 17+72.93 RT 24 6 102 1 5-27 I6+70.50 8 OUTLET TO INTAKE 5-31 I7+72.93 OUTLET TO INTAKE 5-27 SD -19 LMR 17+77.92 19+56.00 LT 24 6 179 5-28 5-23 17+77.92 B OUTLET TO INTAKE S-28 19+56.00 OUTLET TO INTAKE 5-23 SO -20 LMR 17+77.92 19+S6.W RT 24 6 178 5-27 5-24 17+77.92 8 OUTLET TO INTAKE 5-27 _ 19+56.00 OUTLET TO INTAKE 5-24 SD -21 LMR 19+64.00 21+68.00 LT 24 6 2 5-23 CO -1 19+64.00 8 OUTLET TO INTAKE 5-23 21+68.00 CLEANOUT CO -1 (STA. 21+68, 21.8' LT) 50-22 LMR 19+60.00 21+68.00 RT 24 6 208 5-24 CO -2 19+60.00 8 TLET TO INTAKE 5-24 21+68.00 OUT CO -2 (STA. 21+68. 21.8' RTI SD -23 LMR 21+71.00 23+40.00 LT 2 6 169 CO -3 5-68 2H71.00 8 CLEA CO -3 (STA. 21+71, 21.8' LT) 23+40.00 OUTLET TAKE 5-68 SD -24 LMR 21+71.00 23+44,00 RT 24 6 173 CO -4 5-69 21+71.00 8 CLEANOUT 21+71, 21.8' RT) 23+44.00 OUTLET TO )NTA 9 SD -25 LMR 23+48.00 24+81.7 LT 24 6 134 5-68 5-71 23*48.00 B OUTLET TO INTAKE S- 24+81.70 OUTLET TO INTAKE 5-71 SO -26 LMR 23+48.00 .00 RT 24 6 137 5-69 5-70 23+48.00 8 OUTLET TO INTAKE 5-69 24+65.00 OUTLET TO INTAKE 5-70 SO -27 LMR 24+88.30 26+21.00 LT 24 6 133 5-71 5-65 24+68.30 8 OUTLET TO INTAKE 5-71 26+21.00 OUTLET TO INTAKE 5-65 SD -28 LMR 24+89.00 26+21.00 RT 24 6 132 5-70 5-66 24+89.00 8 OUTLET TO INTAKE 5-70 26+21.00 OUTLET TO INTAKE 5-66 SD -29 LMR 26+29.00 27+12.00 LT 24 6 84 5-65 5-60 26+29.00 8 OUTLET TO INTAKE 5-65 27+12.00 OUTLET TO INTAKE 5-60 SD -30 LMR 26*25.00 27+12.00 RT 24 6 87 5-66 5-61 26+25.00 8 OUTLET TO INTAKE 5-66 _ - 27+12.00 OUTLET TO INTAKE 5-61 SO -31 LMR 27+16.00 29*13.50 LT 24 6 198 5-60 CO -5 27+16.00 8 OUTLET TO INTAKE 5-60 21.8' RT; 29+13.50 CLEANOUT CO -5 (STA. 29+13.5. 21.8' LT) SO LMR 27+16.00 27+16.00 29+13.50 RT 24 6 196 L] 5-61 CO -6 27+16.00 8 OUTLET TO INTAKE 5-61 29+13.50 CLEANOUT CO -6 (STA. 29+13.5, PROJECT N0: 09[023 OESIONEO BY: PROJECT DATE: CHECxEO BY: CAD DATE: 2A21/20Q 2:52,35 PM DRAVN BY: CAO FILE: A:\CR\IE\2009\091023\mD\Plein\m1023-COl.aht s. sSVERs S. SOVERS HO mm er REVISION DESCRIPTION ' ��� v LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-37151637)--70-52 ESTIMATED PROJECT QUANTITIES C.14 21.8' RT; I Refer to RL-13 Road Line or No. Lane ]dent. or RL-I5. Location Station to Station Side Depth 0 (Inches) LONGITUDINAL SUBDRAIN SHOULDER Refer to Soils Sheets. Lon Itudlnal S,.bdratn (RF-19C) Shoulder Backslo a Structure Size Length Size Length From To (Inches) (Feet) (Feet) AND BACKSLOPE CMP $ubdraln Outlet Station Size (Inches) PorClass "A" E ous # Cnrshed Backfill Stone (Cu. Yds.) (Cu. Yds.) loo-q 10-18-OS + Not a Bid Item Remarks SO-33 LMR 29+16.50 31+09.00 LT 24 6 193 CO-7 5-86 29+16.50 8 CLEANOUT CO-7 TSTA. 29+16.5, 21.8' LT) 31+09.00 OUTLET TO INTAKE 5-86 SD-34 LMR 29+16.50 31+09.00 RT 24 6 193 CO-8 S-87 29+16.50 8 CLEANOUT CO-8 (STA. 29+16.5, 21.8' RT) 31+09.00 OUTLET TO INTAKE 5-87 SD-35 LMR 31+17.00 33+37.82 LT 24 6 221 5-86 $-88 31+17.00 8 OUTLET TO INTAKE 5-86 33+37.82 _ OUTLET TO INTAKE 5-88 SO-36 LAR 00 33+38.00 RT 24 6 221 5-87 5-89 31+17.00 8 OUTLET TO INTAKE S-87 33+38.00 OUTLET TO INTAKE 5-89 SO-37 LMR 33+45.78 4+76.95 LT 24 6 131 S-BB S-91 33+45.78 8 OUTLET TO INTAKE 5-88 34+76.95 OUTLET TO INTAKE 5-91 SO-38 LMR 33+46.00 35+8 RT 24 6 235 5-89 5-90 33+46.00 8 OUTLET TO INTAKE 5-69 35+80.99 OUTLET TO INTAKE 5-90 SD-39 LMR 34*80.94 35+81.01 L rqq 24 6 1� 5-91 $-92 34+80.94 8 OUTLET TO INTAKE $-9I 35+81.01 OUTLET TO INTAKE 5-92 SD-40 LMR 35+69.00 37+75.00 LT 24 186 5-92 $P-1 35+89.00 8 OUTLET TO INTAKE S-9 441111111 37+75.00 PLUG SD-41 LMR 75+89.00 37+64.50 RT 24 6 76 5-90 SP-2 35+89.00 8 OUTLET E 5-90 37+64.50 _ P TA. 37+64.5. 21.0' RT SD-42 LMR 37+86.00 38+79.50 LT 24 6 94 SP-3 5-94 37+86.00 8 UG AT STA. 37+86, 17.0' LT 38«79.50 OUTLET TO INTAKE 5-94 SO-43 LMR 37+75.00 38+79.50 RT 24 6 105 SP-4 $-93 8 _ PLUG AT STA. 37+75, 21.0' RT OUTLET TO INTAKE 5-93 $0-44 LMR 38+87.50 40+41.00 LT 24 6 155 $-94 CO-9 8 OUTLET TO INTAKE 5-94 CLEANOUT CO-9 (STA. 40+41, 31.0' LT) SD-45 LMR 38+87.50 40+67.35 RT 24 6 232 5-100 OUTLET TO INTAKE 5-93 N O_ &41+76.22 OUTLET TO INTAKE 5-100 ON FIRST AVENUE SO-46 LMR 41+17.93 41+76.22 RT 24 6 1001013 -1 8 OUTLET TO INTAKE $-101 ON FIRST AVENUE N O e 'q >� OUTLET TO INTAKE $-108SD-47 :,gin LMR 41+84.00 43+25.00 LT 24 6 141$-110 8 OUTLET TO INTAKE S-I10 _I 7 OUTLET TO INTAKE $-106 i7 � SD-46 LMR 41+84.18 43+25.00 RT 24 6 141 OR 5-105 41+8 6 OUTLET TO INTAKE 5-108 CJ 43+25.00 OUTLET TO INTAKE 5-105 it SD-49 LMR 43+29.00 43+92.00 LT 24 6 63 5-106 CO-10 43+29.00 8 OUTLET TO INTAKE 5-106 {� 43+92.00 CLEANOUT CO-10 (STA. 43+92. 21.0' LT) Or $0-50 LMR 43+29.� 43+92.00 RT 24 6 63 $-105 CO-II 43+29.� 8 OUTLET TO INTAKE 5-105 43+92.00 CLEANOUT CO-II (STA. 43+92, 21.0' RT) CIT SD-51 LMR 43+96.00 45+44.64 LT 24 6 CO-12 5-102 43+96.00 8 CLEANOUT CO-12 (STA. 43«96, 13.0' L1) 45+44.64 OUTLET TO INTAKE 5-102 50-52 LMR 43+96.00 45+44.64 Ri 24 6 149 CO-13 $-103 43+96.00 8 CLEANOUT CO-13 (STA. 43+96, 13.0' RT) 45+44.64 OUTLET TO INTAKE 5-103 SD-53 LMR 45+52.62 46+30.92 LT 2 6 78 5-102 CO-14 45+52.62 8 OUTLET TO INTAKE 5-102 46+30.92 ANOUT CO-14 (STA. 46+30.92, 13.0' LT) SD-54 LMR 45+52.62 46+30.92 RT 24 6 78 5-103 CO-IS 45+52.62 8 0 TO INTAKE 5-103 46+30.92 CLEAN 0-15 TSTA. 46+30.92, 13.0' RTI SD-55 SYC 130+85.75 131+64.4 LT 24 6 83 SP-5 5-18 130+85.75 8 PLUG AT 30+85.75, 13.5' LT 131+64.48 OUTLET TO IN -18 SD-56 SYC 130+85.75 I .37 RT 24 6 79 SP-6 5-17 130+85.75 8 PLUG AT STA. 130+ 17.6' RT 131+63.37 OUTLET TO INTAKE S-I SO-57 SYC 131+71.52 132+75.92 LT 24 6 114 5-18 131+71.52 8 OUTLET TO INTAKE 5-18 132+75.92 lEE AT STA. 132+76, 16.5' LT (CONNEC SUBDAAIN) SO-58 SYC 131 .63 132+69.38 RT 24 6 88 5-17 131+72.63 8 OUTLET TO INTAKE 5-17 132+69.38 TEE AT STA, 132A69.4, 20.9' IT (CONNECT 10 LM LMR 8+74.50 8+74.50 RT 6 13 IN BEHIND SUBD If AINING WALL 8+74.50 TEE AT STA. 674.5, 16.0' Ai ICONECT TO LM SUBORAI 8+74.50 BEND AT STA, 8«74.5, 29.0' RT EZ18+24.00 8 8+74.50 12+14.00 RT 6 339 SUBDI Ed IN BEHIND TAINING WALL 8+74.50 BEND AT STA. 8+74.5, 29.0' RT OUTLET TO INTAKE 5-76 12+14.00 PLUG AT STA. 12+14.0, 29.0'RT 18+24.00 RT 6 14 SU AIN BEHIND TA IN TNG PALL 18+24.00 IEE AT STA. IB+N.O, 19.6' RT (CONNECT TO LMI 6L°DRAIN) 18+24.00 BEND AT STA. 18+24.0. 34.0' RT 18+24.00 20+25.00 RT 6 201 SUBO AIN BEHIND A TA IN TNG PALL 18+24.00 BEND AT STA. 18+24.0. 34.0' RT 20+25.00 PLUG AT STA. 20+25.0, 34.0' RT SD-61 MIDAM 161+80.00 164+17.50 LT 6 255 SM k IN BEHIND RE [A IN TNG WALL PROJECT NO: 041023 DESIGNED BY: PROJECT DATE, CHECKED BY: CAD DATE: 212112012 2,52:35 PN DRAWN BY: CAD FD-Ei K,\CR\IE\2009\091023\CAO\Plena\09I rcl.ANt S. SOVERS S. BOYERS DATE BY REVISION OESCRIPTION *Foth LOWER MUSCATINE FROM KIRKWOOD ROAD IMPROVEMENTS AVENUE TO 1ST IOWA CITY, IOWA AVENUE STP-U-3715(6371-70-52 ESTIMATED PROJECT QUANTITIES SHEET NO. C 15 IWI 161+80.00 8 PLUG AT STA. 161+80.0, 22.9' LT 164«17.50 OUTLET TO INTAKE 5-76 m LIST OF WATER VALVE ASSEMBLIES MAIN SERVICES FL3-0 6 -13 -OS 4+36,77, 4+ 1.23. 9,50, Location 4 24 26,00' RT Type GATE Size a,t os (Inches) 8 - - 8 8 8 LMR LMR LMR LMR 12+36,00, 1320 13-2 A 132 1329 1326 1330 26,00' FIT GATE 8 LMR + 31.00' 24,00' RT GATE 6 LMR M _ ' RT GATE 8 LMR 15+57,00, 1 K CO ER ' RT GATE 8 LMR ♦ 9 15+61,50, 7+ 7+04.4q. 4,00' 26,00' RT RT GATE GATE 6 8 8 LMR LMR LMR 17+04.00. 4F- _ 8 1 -MR 00, 28,50' RT GATE 8 LMR + Ir- 77,00' LT GATE 8 LMR - MIDAMER CAN SERVICE + LOWE TINE ROAD T GATE 13 LMR - W/ NITRILE GASKETS + LT I" K COPPER A MUSCATINE LMR - W/ NITRILE GASKETS 24+70.00, 14 8+33.05, 34.62 12 LMR - W/ NITRILE GASKETS 4+7 LOWER MUSCATINE ROAD 6 LMR - W/ NITRILE GASKETS +74. 31.00 RT I' K COPPao 12 LMR - W/ NITRILE GASKETS 26+84,00, ro 16 12+31.44, 12 LMR - W/ NITRILE GASKETS +9 1' R 1526 LOWER MUSCATINE ROAD 121 -MR - W/ NITRILE GASKETS 20+35,64. 16+21.75, 32.00 LT COPPER LMR - REPLACE VALVE BOX 28+37,47. ROAD 12,31' T EXIST114GLMR 16+69.10, - REPLACE VALVE BOX + LT 9 1626 T ROAD - REPLACE VALVE BOX + 42 126+21.44, 68.35 LPFqIWAiEPLACE VALVE BOX 31+92,96, HIGHLAND AVE ';Ao 41 LMR - R VALVE BOX 32+06,34, 7 IK COPPER 1807 LOWER MUSCATINE LMR - REPLA BOX + 9 23+48 7.00 LMR - REPLACE VA X 34+68,73, 1810 9 ROAD W/ NITRILE GASKETS W LMR - REPLACE VALVE 99 39.75 RT I" K COPPER 12 MR 4+977 W/ NITRILE GASKETS 9 B 01 Z4+4Z.U4. 12 LMR 40+63,76. 1" K COPPER 29,00' RT BUTTERFLY 16 LMR 44+ .96 33.00 RT 1" K COPPER LMR - REPLACE VALVE BOX 41+75,10. ROAD W/ NITRILE GASKETS _ "U _ 26+42.41, LMR - REPLACE VALVE BOX 44-78.21. RTaql&KCOPPER OPPER 1831 LOWER MUSCATINE ROAD LMR - REPLACE VALVE BOX 70+40,00, 26 +10.44, 37,00 6 FRANKLIN ST 70+44,00, LOWER MUSCATINE ROAD _ 6 FRANKLIN 70+67,51, 40,44' RT GATE 6 FRA ST ♦ 146+ 84.33' 6 ASH ST 1802 DEFOREST AVE GATE 6 ASH ST 7 2 LTOPPER 6 ASH ST + BORED W/ NITRILE GASKETS 127+42.48, 6 PINE ST (N) 95+62,00, 1430 SYCAMORE ST 6 PINE ST (N) 101+08,74, 127+43.93, 49 6 GINTER AVE 100+82,00, 7 GATE 6 GINTER AVE 100+82.00, RTOPPER 1426 GA TE 1 6 GINTER AVE 100+94,40, 9q' LT GATE 6 GINTER AVE +48,00, SYCAMORE ST 20,00' FIT GATE 6 SPRUCE ST IN + ' RT GATE 11101 6 SPRUCE ST (N) + 7' LT GATE6FRIENDLY ddon AVE 211+32,40, 1422 SYCAMORE 57 W/ NITRILE GASKETS 6 FRIENDLY AVE 120+04,61, 32.56 LT I" K tRIUR I 6 SPRUCE ST (SI i?n+nA iR 2n in, LT GATE 6 A SPRUCE 51 (SI +9 1" K '1418 4 T GATE 6 SPRUCE ST (S) +9 129+86.42, 32.28 LT K CO; HIGHLAND AVE 126+21.5q. 9 A 8 HIGHLAND AVE 125+47,00, LT 28.00' 09 A 12 SYCAMORE ST - W/ NITRILE GASKETS +54.00 28.OQ' RT A 12 SYCAMORE ST - W/ NITRILE GASKETS +98.74 YCA T 26. ' RT GATE 6 SYCAMORE Si - W/ NITRILE GASKETS +54.50 39. i GATE 12 SYCAMORE ST - W/ NITRILE GASKETS +57.00 24.QO' RT GATE 6 DEFOREST AVE - W/ NITRILE GASKETS 146+67.00, 1401 4,QO' RT GATE 6 DEFOREST AVE - W/ NITRILE GASKETS 151+36.00, 68.76 4,00' FIT GATE 6 DEFOREST AVE - W/ NITRILE GASKETS +59.39 W/ NITRILE GASKETS 4 147+87.20, 16 IST AVE 180+61-18. I K COPPER 1809 DEFOR STW/ 16 IST AVE 180+81.50. 148+56.38, 0 RT 8 IST AVE + ' RT A 8 IST AVE 180+81,50, LT 4 8 IST AVE 183+14,94, 149+20.45, 30.00 8 IST AVE 1813 dFoRtST AVEW/ N I I M ILtGASKETS 149+69.69, m PROJECT NO, 091023 OESIG. 6Y, 6. WVERS NO NATE I BY I REYI6IW DESCRIPTION Fot STP•U•3715►8371-70-52 SHEET NO. PROJECT NOTE, OE:CI O BY, 5. SOVER6 LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE, 2/31/2012 2,52,36 PM DRAWN BY, FROM KIRKWOOD AVENUE TO IS AVENUE C '� s CAD raE, xnd+uE�zaw�o91Dz3�ceDYPmn.AN91Dz3.ml.xi Iowa ciTr.iowA ESTIMATED PROJECT QUANTITIES LIST OF WATER MAIN SERVICES FL2-1 9-22-09 Parcel 6 1 9 Location 3+39.96, 42.8 3+88.05. 41.6 3+06.87, 29.83 4+89.84, 31.00 5+21.55, 32.00' 5+69.41. 35.6 LT LT RT RT LT LT Plpe Dla. (Inches) -17'-K CO -177K 1 K I 01 1' K COPPER I K COPPER 1320 13-2 A 132 1329 1326 1330 Address KIRKWO AV KIRK AV E KIK 0 AV LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE ROAD ROAD ROAD 49 5+78.25, 31.00' RT 1 K COPPER -13-3-ILIGWER MUSCATINE ROAD _ 1 6+40.87, LT 1 K CO ER 141 LOWER MUSCATINE ROAD II 7+04.4q. 36.45LT 1 K C PER 1420 LOWER MUSCATINE 4F- 7+14.51. -17-K C PPE 1425 LOWER MUS; OAO Ir- 7+35.00. 32.00 LT 1" K COPPER 1430 LOWE TINE ROAD 13 7+69.19, 35.22 LT I" K COPPER 150 MUSCATINE ROAD 14 8+33.05, 34.62 LT I' K COPPER LOWER MUSCATINE ROAD 47 9+28.99, 31.00 RT I' K COPPao 1507 LOWER MUSCATINE ROAD ro 16 12+31.44, 46.26 LT 1' R 1526 LOWER MUSCATINE ROAD 18 16+21.75, 32.00 LT COPPER 1622 LOWER MUSCATINE ROAD _ 19 16+69.10, 33.39 LT I' K COPPER 1626 LOWER MUSCATINE ROAD --=C-) 42 126+21.44, 68.35 1" K COPPER 1718 HIGHLAND AVE ';Ao 41 21+80.48, RT IK COPPER 1807 LOWER MUSCATINE ROAD W/ NITRILE GASKETS 21 23+48 7.00 LT 1' K COPPER 1810 LOWER MUSCATINE ROAD W/ NITRILE GASKETS W 39 .73. 39.75 RT I" K COPPER 1813 LOWER MUSCATINE ROAD W/ NITRILE GASKETS B 01 Z4+4Z.U4. 33.00 RT 1" K COPPER 1819 LOWER MUSCATINE ROAD W/ NITRILE GASKETS 25+43.46, 33.00 RT 1" K COPPER 1825 LOWER MUSCATINE ROAD W/ NITRILE GASKETS _ "U _ 26+42.41, 80.66 RTaql&KCOPPER OPPER 1831 LOWER MUSCATINE ROAD W/ NITRILE GASKETS 26 +10.44, 37,00 LTOPPE 1940 LOWER MUSCATINE ROAD _ 1. 24.09 LTOPPER IIII ASH ST 146+ 84.33' LTOPPER 1802 DEFOREST AVE W/ NITRILE GASKETS 127+05.78, 2 LTOPPER 1433 SYCAMORE ST BORED W/ NITRILE GASKETS 127+42.48, 34. TOPPER 1430 SYCAMORE ST W/ NITRILE GASKETS 127+43.93, 23.36 OPPER 1429 SYCAMORE ST BORED W/ NITRILE GASKETS 128+15.26, 32.71' RTOPPER 1426 SYCAMORE ST W/ NITFILE GASKETS 128+06.93, 24.05 LTOPPER 1425 SYCAMORE ST BORED W/ NITRILE GASKETS 128+75.19, 29.45 LTOPPER 1421 SYCAMORE 5 B R W/ NI RILE GASKETS 129+93.85, 37.49 RT iNaPPER 1 1422 SYCAMORE 57 W/ NITRILE GASKETS 129+29.50, 32.56 LT I" K tRIUR I 1417 SYCA BORED W/ NITRILE GASKETS 129+53.86, 35.37 1" K '1418 SYCAMORE W/ NITRILE GASKETS 129+86.42, 32.28 LT K CO; 1413 SYCAMORE BORED W/ NITRILE GASKETS 130+47.54, 24.43 LT I' K CO PER 09 SYCAMOR S BORED W/ NITRILE GASKETS 130+31.57, 33.57' RT i K COPPER YCA T W/ NITRILE GASKETS 131+19.75, 25.34' LT I' K COPPER 140 MORE ST BORED W/ NITRILE GASKETS 131+66.05, 33.32 LTC P 1401 SY E ST W/ NITRILE GASKETS 125+47.33, 68.76 RT 1 K COPPER 1500 SYCA W/ NITRILE GASKETS 147+87.20, 29.23 RT I K COPPER 1809 DEFOR STW/ NITRILE GASKETS 148+56.38, 0 RT I" K COPPER 1811 V W/ NITRILE GASKETS 148+52.40, 20.94' LT I' K GUFFGUFFEN T ILE GASKETS 149+20.45, 30.00 RT I K C P R 1813 dFoRtST AVEW/ N I I M ILtGASKETS 149+69.69, 30.00' RT I OrK 1815 DEFOREST AVEL GASKETS 150+49.39, 0.0 RT I K CO P R 1819 DEFOREST AVE W/ L GASKETS _ 151+16.78, 30.0 RT I' K COPPER 1825 DEFO E AVE W/ NI GASKETS 149+16.38, 18.41' L I K COPPER 1808 DEFORESTAVEBOR W/ E GASKETS 149+68. I, 1. 3 LT I K COPPER 1 1812 DEFOREST AVEBOR W/ NIT ASKETS PROJECT NO, 091023 OESIG. 6Y, 6. WVERS NO NATE I BY I REYI6IW DESCRIPTION Fot STP•U•3715►8371-70-52 SHEET NO. PROJECT NOTE, OE:CI O BY, 5. SOVER6 LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE, 2/31/2012 2,52,36 PM DRAWN BY, FROM KIRKWOOD AVENUE TO IS AVENUE C '� s CAD raE, xnd+uE�zaw�o91Dz3�ceDYPmn.AN91Dz3.ml.xi Iowa ciTr.iowA ESTIMATED PROJECT QUANTITIES N a LIST OF WATER MAIN PIPE FOTH-3 6 -13 -OS Location From To T e Plpe CIE. (Inches) Lerx3th (M) Notes J 2+95.14 21+60.00 DIP 8 1710 LMR Nates 20+81.00 DIP 8 117 MIDAMERICAN SERVICE - W/ NITRILE GASKETS 21+60.00 27+93.63 DIP 12 651 LMR - NITRILE GASKETS 19,50' 24+72.00 7 7 DIP 6 86 KIRKWOOD COLLEGE SERVICE - W/ NITRILE GASKETS 39+00,94 40+61.76 DIP 12 178 LMR 70+31.00 70+70.29 DIP 6 62 FRANKLIN ST. 81+07.00 81+29.12 DIP 6 29 ASH ST. LMR 100+96.56 101+08.74 DIP 6 107 GINTER AVE. 696.56 0.00 95+70.00 DIP 6 108 PINE ST.(N) RT _ 1 110+62.31 DIP 6 90 SPRUCE STAN) 4. 210+85. 211+33.84 DIP 6 54 FRIENDLY AVE. 120+02.76 121+01.09 DIP 6 100 SPRUCE STAS) + 7. 125+35.00 +56.49 DIP 12 709 SYCAMORE ST. - NITRILE GASKETS 125+98.74 7DIP 45. 6 9 SYCAMORE ST. - NITRILE GASKETS _ 1 +9 45' LT 146+5 L23 15 N3 DIP 6 507 DEFOREST - NITRILE GASKETS MR - RELOCATE HYDRANT TO 31+93.5 125+81.00 126+22.72 DIP 8 129 HIGHLAND AVE. 6q5.8 180+56.71 184+25.94 DIP 16 389 IST AVE. RT 180+81.50 FRANKLIN ST _ IP 8 18 IST AVE. 19.00' 182+94. 3 83+15.00 ASH ST 8 100 IST AVE. _ N a ti FO30 C-1 LIST OF HYDRANT ASSEMBL J 6 -13 - OS Location Station Top of Ground Elevation Nates +9 T 592.84 -FIRE HYDRANT ADJUSTMENT 7+ 19,50' RT 7 7 LMR _ 11+00.00, 19.50' RT 68q. MR 15+10.00, 19,50' RT 5 LMR + 24.50' RT 693:21) LMR 20+76.00, 75 T 696.56 LMR - MIOAMERICAN ENERGY *85.00 24.50' RT 696.24 LMR - W/ NITRILE A K TS + 4. 694.83 LMR - W/ NITRILE GASKETS 8+37.30 T LMR - TEMPORARILY RELOCATE HYDRANT _ TD 28+37.30, 55' LT + 7. 5. T 9 MR - RELOCATE HYDRANT TO 28+37.30 5' LT 45. T LMR - TEMPORARILY RELOCATE HYDRANT _ 1 +9 45' LT +93.50 25. T 69 MR - RELOCATE HYDRANT TO 31+93.5 T 41+60.00 45.00' RT 6q5.8 LMR 70+42.00 15.00' RT 692 FRANKLIN ST _ I+09.00 19.00' RT 689.73 ASH ST 95+60.00 24.00' RT 689.97 PINE ST N _ 100+78.00, 18.50' LT 691.58 GINTER AVE 110+50.00. 23.67' RT 6qj,35 SPRUCE ST N) +07.65 16.56' LT 6q4.3q SPRUCE ST S 126+00.00. 29. T 698.64 HIGHLAND AV 12q+20.00, ' RT 699.29 SYCAMORE ST - W/ NITRILE GASKETS 146+65.00, 9 T 703.35 DEFOREST AVE- W/ NITRILE GASKET 170+65,33. ' RT 694.75 MALL DR -RELOCATE HYDRANT TO 170+65.33 30' RT + 43.46' T 704.76 T AVE 180+ 5.00 40.00' RT 708.41 IST AVE N a ti C-1 J PROJECT N0: 091023 CE616NE0 Y: S. SOVERS NO GATE BY REVI6IW DESCRIPTIDN . ��� STP -U-3715(637)-70-52 s:arl vo. PROJECT DATE: CHECKED 3r: s. S0VERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD GATE: 2/2112012 2:52:36 PM DRAWN fir: FROM KIRKWOOD AVENUE TO 1ST AVENUE G`.1 CAO FILE: %:\CRME\2009\091023\LAD\Plem\091023_CALaM1t IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO FATE BY REVIBIOV DESCRIPTION Fot h STP -"715(637)-70-52 SHEET H0. PROJECT OATS: DESIREE BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 232.37 W DRAYN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE C.18 CAO FILE: R:\CR\1E\2009\091023\LAD\Plena\091023_Mi.a t IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES LIST OF WATER MAIN LIST OF WATER MAIN FITTINGS F 2+95 4+00 6+20 F!3- 6 -13 -OS Location 210+94.27 6. 211+26.15 0' 211+29.75 6.00' 120+02.76 17,78' 120+17.77 24.00' 125+81.29 22.59' 126+29.37 31.97' 126+32.42 39.46' T LT LT LT LT LT LT LT Size/Type 6" 45° BEND 6" X 6" TEE 6" 450 BEND _ 6" 22.50 BEND 6" 22.50 BEND _ _ 8" PLUG _ 8" 45° BEND _ 8" 45° BEND WeN36t (lbs.) 36_ 6 6 34 4 26 55 55 Nates rRIENDLY AVE _ ':RIENDLY AVE FRIENDLY AVE SPRUCE ST (S) SPRUCE ST S) HIGHLAND AVE HIGHLAND AVE HIGHLAND AVE _ 126+21.01 6" 94.78' LT 8" 450 BEND 55 HIGHLAND AVE 6" 82 125+35.00 29.82' RT 6" 45° BEND 36 SYCAMORE ST - W/ NITRILE GASKETS CAST IRON 125+37.00 6" 28.00' RT 6" 45° BEND 36 SYCAMORE ST - W/ NITRILE GASKETS 118 125+37.00 28.00' FIT 12" X 6" REDUCER 60 SYCAMORE ST - W/ NITRILE GASKETS _ 125+51.65 12" 28.00' RT 12" X 6" TEE 115 SYCAMORE ST - W/ NITRILE GASKETS _ _ 125+98.74 40+68 28.00' RT 12" X 6" TEE 115 SYCAMORE ST - W/ NITRILE GASKETS CAST IRON 125+98.74 6" 19.24' RT 6" SOLID SLEEVE (LONG) 36 SYCAMORE ST - W/ NITRILE GASKETS 490 131+94.46 22.44' RT 12" 45° BEND III SYCAMORE ST - W/ NIT GASKETS 180+56.71 42.81' LT 16" 45° BEND 202 1 180+70.00 30.00' LT 16" 45° BEND 202AVE owe1ST 180+81.50 30.00' LT 16" X 8" TEE 248 AVE 180+81.50 44.00' RT B" X 6" REDUCER 38 IST AVE 183+13.30 95.12' LT 8" 450 BEND 0000007 IST AVE 183+15.00 30.00' LT 16" X 8" TEE 00im 48 IST AVE TOTAL 6255 PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO FATE BY REVIBIOV DESCRIPTION Fot h STP -"715(637)-70-52 SHEET H0. PROJECT OATS: DESIREE BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 232.37 W DRAYN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE C.18 CAO FILE: R:\CR\1E\2009\091023\LAD\Plena\091023_Mi.a t IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES LIST OF WATER MAIN REMOVALFFOTH-7 F 2+95 4+00 6+20 cation To 28+39 type CAST IRON CAST IRON CAST IRON STreel LMR FRANKLIN_ ASH Dia. 6" 6" 6" 9-22-09 Length Notes 2655 118 102 *16 CAST IRON PINE (NORTH) 6" 43 CAST IRON PINE (SOUTH) 6" 82 15+5 CAST IRON SPRUCE (NORTH) 6" 77 17+73 CAST IRON SPRUCE (SOUTH) 6" 80 20+57 - MIDAMERICAN 8" 118 24+75 - KIRKWOOD 6" 77 39+00 DIP LMR 12" 45 38+32 40+ CAST IRON LMR 16" 235 40+08 40+68 DIP LMR 6" 75 125+61 132+77 CAST IRON SYCAMORE 6" 750 146+71 151+50 T IRON DEFOREST 6" 490 TOTAL 4947 PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO FATE BY REVIBIOV DESCRIPTION Fot h STP -"715(637)-70-52 SHEET H0. PROJECT OATS: DESIREE BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 232.37 W DRAYN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE C.18 CAO FILE: R:\CR\1E\2009\091023\LAD\Plena\091023_Mi.a t IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF PAVEMENT MARKINGS (DURABLE) 08.22 0.22., CY Broken Center CY Double Center Line (Yellow) Line (Yellow) PY No-Passing Zone Lim (Yellow) LW Broken Lane Line (White) LW Edge Line Right (W Ite) LY Edge Line Left (Yellow) LW Dotted Line (White) LW Solid Lane Line (White) CHW Channelizing Line HY Channellzing Line (White) (Yellow) LW Stop Line (White) BW Crosswalk Bar (White) LW Crosswalk Line (White) TY Yellow Curb TW White Curb LW Yield Line (White) Location Length (In Stations) Identifi ationRoad Station to Station L Side R BCY4 OCY4 NPY4 BLW4 ELW4 ELY4 DLW4 SLW4 CHWB CHYB SLW2 CBW6 CLW6 STY6 TW6 YLW2 Remarks LMR 1+86 - 17+55 X X 15.69 - LMR 12+35 - 12+41 X % 0.3 _. LMR 17+55 - 18+98 X 1.43 - LMR 17+55 - 18+98 X % 1.44 LMR 17+80 X X 0.05 LMR 17+99 X % 0.08 LMR 18+17 % X 0.08 _ LMR 18+35 % 0.07 - LMR 18+53 Ill 0.06 LMR 18+71 0.05 LMR 18+90 % 0.02 LMR 18+98 - 20+75 % 1.77 LMR 18+98 - 20+75 X 1.77 _ LMR 20+76 % X 0.28 LMR 20+81 % X 0.43 LMR 20+87 % X 0.48 SYC 132+65 % % 0.59 SYC 132+59 % X 0.49 SYC 132+55 % X 0.3 SYC 131+50 - 132+52 X 0.98 SYC 130+84 - 132+54 % 1.75 _ MIDAMKIRK 160+42 - 161+38 X 1 MIDAMKIRK 160+42 - 161+38 % X 0.96 MIDAMKIRK 161+38 - 162+84 % X 1.47 MIDAMKIRK 161+38 - 162+84 % 1.49 MIDAMKIRK 161+61 X X MIDAMKIRK 161+80 X 0.03 MIDAMKIRK 161+98 X 0.04 MIDAMKIRK 162+16 X 0.04 r`% MIDAMKIRK 162+35 % 0.05 -- MIDAMKIRK 162+54 %0.03 MIDAMKIRK 162+74 X 0.02 MIDAMKIRK 160+41 % 0.25 7:7 MIDAMKIRK 160+28 % X 0.53 - - MIDAMKIRK 160+36 % X 0.43 e V% LMR 21456 % X 0.47 _ LMR 21464 % X 0.42 LMR 21+69 % % 0.27 _1 LMR 21+70 - 22+45 X 0.75- LMR 21+70 - 23+20 X 1.5 LMR 23+20 - 26+40 X 3. LMR 23+50 - 26+40 % LMR 23+50 - 26+40 X 2.9 _ LMR 23+50 - 26+40 % 2.9 LMR 26+97 - 27+72 % 0.75 _ LMR 26+97 - 28+47 X 1.5 LMR 28+47 - 31+54 X3.07 LMR 28+77 - 31+84 % 3.07 LMR 28+77 - 31+54 % 2.8 LMR 28+77 - 31+54 407 2.8 LMR 31+84 - 33+65 X 1.81 LMR 32+74 - 33+65 X 0.91 LMR 33+65 X X 0.28 LMR 33+70 X % 0.46 LMR 33+76 X % 0.49 MALL OR 171+20 X 0.68 MALL OR 171+20 X 0.73 MALL OR 170+46 X X r 0.28 _ MALL DR 170+38 % X 0.68 _ MALL OR LMR LMR LMR LMRI LMR 170+46 33+81 - 34+62 33+86 - 34+55 34+20 34+33 34+19 - 34+52 X I X I X X X X X 1 I 0.73 1 0.73 I I0.33 0.57 0.81 0.69 _ _ PROJECT DAT 091023 DESIGNED BY: S. SEVERS PROJECT DATE: CHECKED BY: S. SEVERS CAD DATE: 2/2112012 2:52:37 PM DRAWN BY: CAD FILE: %:\CR\IE\2009\091023\CAD\Plana\091023-COI.a t NO DATE BY REVISION DESCRIPTION +Foth LOWER MUSCATINE FROM KIRKWOOD AVENUE IOWA CITY, ROAD IMPROVEMENTS IOWA TO IS AVENUE STP•U-3715�637�-70.52 ESTIMATED PROJECT QUANTITIES SREEi 140. /� C.19 PROJECT x0: avo23 DESIGNED BY: S. SOYERS NO DATE BY BEnsiax BEscBwnax Foth LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 PROJECT DATE: CHECKED BY: S. SOVERs CAD DATE: 2nv2DI2 2s2a8 N DRAWN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE C.20 CAD ED.E: K:\CR\1E\2009\091023\CAD\Plena\091023-COI.Mt IOWA CITY ESTIMATED PROJECT QUANTITIES TABULATION OF PAVEMENT MARKINGS (DURABLE) I -L• C. 34+88 - 35t68 36+78 37+87 39-27 40+37 185+14 187+75 185+14 187+75 mongr=Z7. m. QUANTITY ,• PROJECT x0: avo23 DESIGNED BY: S. SOYERS NO DATE BY BEnsiax BEscBwnax Foth LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 PROJECT DATE: CHECKED BY: S. SOVERs CAD DATE: 2nv2DI2 2s2a8 N DRAWN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE C.20 CAD ED.E: K:\CR\1E\2009\091023\CAD\Plena\091023-COI.Mt IOWA CITY ESTIMATED PROJECT QUANTITIES TABULATION OF PAVEMENT MARKING SYMBOLS AND LEGENDS 10829 ROAD IDENTIFICATION LMR LMR LMR LMR LOCATION STATION SIDE 19+75 LT/RT 20+50 LT/RT 21+95 LT/RT 22+70 LT/RT 4) I 1 1 1 _ �. �. X RR STOP AHEAD ONLY SCHOOL RING �. FF U;aHxS LMR LMR LMR 24+84 LT/RT 25+02 LT/RT 27+22 LT/RT l 1 1 _ _ LMR LMR LMR LMR LMR LMR 27+97 LT/RT 29+25 LT/RT 29+43 LT/RT 30+88 LT/RT 31+06 LT/RT 32+64 LT/RT 1 1 1 1 I I _ -C7 _ LMR 33+39 LT/RT I LMR 34+27 RT I LMR 34+40 RT I LMR 35+13 LT/RT I LMR 35+88 LT/RT I LMR 37+23 LT/RT I LMR 37+41 LT/RT I C� LMR 39+37 LT/RT I -> LMR 40+12 LT/RT I LMR 41+81 LT/RT I LMR 42+56 LT/RT I LMR 43+81 LT/RT I LMR 43+99 LT/RT I SYC 131+65 LT/RT I SYC 132+27 LT/RT I _ MIDAM - KIRK 160+65 LT 1 MIDAM - KIRK 160+67 LT I MIDAM - KIRK I6I+23 LT l MALL 170+76 LT I KIRKWO PARKING 4 ERL MAY PARKING 2 JMY JKS PARKING 2 MIDAM PARKING 3 TABULATION OF DETOUR PAVEMENT MARKINGS FOTN-IB MODIFIED BCv4 Broken Center DCr4 Double Center Line (Yellow) Line (Yellow) NPY4 assing Zone Line (Yellow) Broken Lane Line (Whltel ELWI Edge Line Right (White) ELY4 Edge Line Left (Yellow) DLv4 Dotted Line (Whltel AW4 Solid Lane Line (White) CHW8 Channellzing Line (White) CHY8 Channellzing Line (Yellow) Avg Stop Line (White) STYE Yellow Curb YLWZ CLW6 Crosswalk Line (White) STW6 White Curb DDY4 Yield Line (White) Double Dotted Line (Yellow) Location Apr I Length (In Stations) RoadIden ir1 ation Station to Station L Side R BCY4 DCY4 NPY4 BLW4 ELW4 ELY4 DLW4 SLW4 CHWB CHYB SLW2 CLW6 STY6 STP6 TW6 SPW6 YLW2 ODY4 Remarks LMR SB LANES 21+05 - 48+42 K % 27.37 54.72 DETOUR 1017+70 - 1048+42 K X 30.72 61.44 WINTER MARKING 29+07 - 33+34 K X 9.4 7 9.4 2011 TAPER 27+32 - 34+07 4.49 9.98 ' 2012 TAPER 31+80 - 35+31 3.23 6.74 LENGTH TOTALS 9.4 65.81 0 O 139.88 9.4 0 0 0 2 0 0 0 6 1.5 0 0 OUANTITY FACTORS 0.25 2 1 0.25 1 1 0.33 1 2 TOTALS 2.35 131.62 0 0 1 139.88 9.4 1 0 0 PROJECT DA 091023 DESIGNED BY: S. PROJECT NATE: CHECKED BY: S. CAD DATE: 2/21/2012 252:38 PM DRAWN BY: CAD FILE, %:\CR\IE\2009\O9IO23\CAO\Plms\o9i023_CO LaM1t SOVEHS SOVERS NO NATE BY RE1'ISIW DESCRIPTION #Fath LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE IOWA CITY, IOWA TO 1ST AVENUE STP-U-311516371-70-52 ESTIMATED PROJECT QUANTITIES SHEET N0. C 21 PROJECT NO: 091023 OEBIGNE0 BY: s. SDVERS PROJECT DATE: CISM BY: 5. SOVERS cAD DATE: znvzoiz 252:39 PM DRAUN Br: CAD FILE, %:\CR\IE\2009\091023\CAO\Plms\091023AOIaM NO DATE BY REVISION DESCRIPTION PCC PAVEMENT TABULATION TABULATION STP -U-371516371-70-52 ESTIMATED PROJECT QUANTITIES FOTH-9 MODIFIED_ Location Station to Station Route Side (RT/LT) Length (ft) Width (ft) Area (sy) Subbase 9 INCH PCC PAVEMENT TABULATION TABULATION Lower Muscatine Road Sycamore Street 1+85.9 17+70 Lower Muscatine C 1584.09 31 5456.31 1085.4 _ 17+70 18+45 Lover Muscatine C 75 36 300 58.33 18+45 40+69.91 Lower Muscatine C 2224.9 41 10135.66 1936.49 41+15.0 45+10.9 Lower Muscatine C 395.88 41 1803.45 322.57 45+10.9 46+31 Lover Muscatine C 120.14 33 440.51 80.09 16.7 127+66.9 127+87.0 Lower Muscatine Subtotal 18135.93 3482.88 _ 100.22 16.7 125+15.0 126+07.9 S amore( atch) C Franklin Street 193.5 32.25 70+06.0 71+08.1 Franklin C 102.10 25 283.61 58.61 West Radius 821.37 kiln LT 7.09 1.18 East Radius Fr RT 19,03 3.17 125+80.4 Franklin Subtotal 309.73 62.97 33 317.9 62.62 North Radius Highland LT 12.52 2.09 South Radius H1 hland RT Ash Street 9.69 1.61 Highland 80+97.0 81+77.7 Ash C 25 224.17 46.33 West Radius Ash LT 1.39 0.23 East Radius Ash RT 151+49,6 DeForest 32.24 5.37 25 280.33 57.94 North Radius Ash Subtota 202.24 40.45 7.09 1.18 South Radius DeForest 19.03 3.17 DeForest Ginter Avenue 306.45 62.29 100+45.3 101+12.5 Ginter Ave C 67.2 25 186.67 38.58 North Radius Ginter Ave LT 171+20. Mall 27.88 5 South Radius 446.44 Ginter Ave RT 5.73 34.76 5.79 South Radiu Ginter Subtotal 220.28 44.18 87.99 14.66 Mal Drive Subtotal 569.19 105.75 Pine Street South venue BB+76.9 89+70.3 Pine South C 93.36 25 259.33 53.6 East had lus 895.6 Pine South RT Ist Avenue 32.08 5.35 59.27 9.9 est Radius Pine South Subtotal 291.41 58.94 62.59 10.4 Nort Radius Ist Avenue LT 104.89 17.48 Southeas us Ist Avenue RT Pine Street North 80.21 13.37 Ist Ave 95+22.0 96+09.0 Pine North C 87 25 241.67 49.94 West Rad lus Pine North LT 55 9.27 East Radius 23199.9 Pine North RT .46 0.24 Tota 6" Subbase 4693.3 Pine North Subtotal oI 298.77 59.46 S ruce Street North 110+15.5 110+79.6 Spruce North C 64. 25 178.61 36.91 West Radius 5 ruce North LT 5.37 0.89 East Radius I Spruce North' 5.37 0.89 -me North Subtotal 189.34 38.7 S ruce Street South 120+22.5 121+03.3 S ruce South C 80.8 25 224.44 46.39 East Radius 5 ruce Sout RT 32.24 5.37 Sp -me South Subtotal 256.69 51.76 Friendly Avenue 210+81.5 211+37.5 Friendly C 56 25 155.56 32.15 North Radius Friendly LT 24.14 4.02 South Radius Friendly RT 5.71 0.95 Friendly Ave Subtotal 185.41 37.12 i� y PROJECT NO: 091023 OEBIGNE0 BY: s. SDVERS PROJECT DATE: CISM BY: 5. SOVERS cAD DATE: znvzoiz 252:39 PM DRAUN Br: CAD FILE, %:\CR\IE\2009\091023\CAO\Plms\091023AOIaM NO DATE BY REVISION DESCRIPTION PCC PAVEMENT TABULATION STP -U-371516371-70-52 ESTIMATED PROJECT QUANTITIES FOTH-9 MODIFIED Location Station to Station Route Side (RT/LT) Length (Ft) Width (Ft) Area (sy) Subbase 9 INCH PCC PAVEMENT TABULATION Sycamore Street 130+83.5 131+50.0 Sycamore C 66.5 35 258.61 50.49 _ 131+50.0 132+73.5 S canore C 123.5 37 507.72 98.34 North Radius Sycamore LT 22.07 3.68 South Radius Sycamore RT 32.97 5.49 129+98.6 130+25.2 S camore( atch) C 100.22 16.7 127+66.9 127+87.0 S camore( atch) C 100.22 16.7 125+15.0 126+07.9 S amore( atch) C 193.5 32.25 Sycamore Subtotal 821.37 158.01 HI hl and Avenue 125+80.4 126+67.1 Highland C 86.7 33 317.9 62.62 North Radius Highland LT 12.52 2.09 South Radius H1 hland RT 9.69 1.61 Highland 3ubtotal 340.11 66.32 DeForest Avenue 150+48.7 151+49,6 DeForest C 25 280.33 57.94 North Radius Deforest 7.09 1.18 South Radius DeForest 19.03 3.17 DeForest Subtotal 306.45 62.29 Mall Drive FRT 170+22.0 171+20. Mall 98 41 446.44 85.3 North RadiusMall 34.76 5.79 South Radiu Mall 87.99 14.66 Mal Drive Subtotal 569.19 105.75 venue 183+52.7 185+14.4 Ist Avenue C 161.7 45 895.6 169.2 rthwest Radius Ist Avenue LT 59.27 9.9 est Radius Ist Avenue RT 62.59 10.4 Nort Radius Ist Avenue LT 104.89 17.48 Southeas us Ist Avenue RT 80.21 13.37 Ist Ave Subtotal 930.36 173.03 Total 9' Pavinq 23199.9 Tota 6" Subbase 4693.3 i� y PROJECT NO: 091023 OEBIGNE0 BY: s. SDVERS PROJECT DATE: CISM BY: 5. SOVERS cAD DATE: znvzoiz 252:39 PM DRAUN Br: CAD FILE, %:\CR\IE\2009\091023\CAO\Plms\091023AOIaM NO DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE sown CITY, IOWA STP -U-371516371-70-52 ESTIMATED PROJECT QUANTITIES N�E;TN;O. DETOUR PAVEMENT TABULATION TABULATION OF FENCE FOTH-lo Moolf�Eo Location Station to Station 6 -13 -OS Route PCC PAVEMENT TABULATION FOTH-9 MGoIEIEo Location Side Length Width Area Subbase Station to Station Route (RT/LT) (f t) (ft) Isyl 8 INCH PCC PAVEMENT TABULATION Mid-American North Drive 200+20.5 202+98.5 Hid am North C 278 25 772.22 159.59 North Rad iu Mid am North LT 14.86 2.48 South Rad lu Mid am North RT 28.11 4.69 Mid mer loan N rth Drive Subtotal 815.2 166.76 WOOD BOARD DETOUR PAVEMENT 18 MIO-Amer Icon Entrance RT 51 4 FT VINYL COATED 220+01.1 220+73.8 Mid am Entranc C 72.6 25 229.8 41.7 TYRON/RELLIHAN PROPERTY -TEMPORARY CHAIN LINK 1018+45 1033+97 Lower Mld Amer scan Entrance 229.8 41.7 LT ]552 22 3750 _ 19+23 1034+94 1040+I6 Lover Muscatine N10-Amer scan/K irkvood Entrance 522 22 1300 164+33 160+20.5 161+38.0 MITI x irkvood C 117.5 37 483.06 93.56 ]048+36 Lower Muscatine LT 161+38.0 163+18.0 Mid Am/Kirkwood C 0 31 620 123.33 22 1310 LT HASE 2 STAGE 2A 163+18.0 165+20.5 Mid Am/Kirkwood C 2 25 547.03 116.25 CHAIN LINK MIOAM - CHAIN LINK W/ HIGH SECURITY FENCE North Rad iu at LMR Mid Am/Kirkwood LT 14.86 2.48 _ 18+62 20+12.62 South Rad iu at LMR Mid Am/Kirkwood RT 27.4 4,6 Muscatine LT 151 VARIES North Rad iu at Connection Mid Am/Kirkwood LT 22.18 3.7 HASE 2 STAGE 38 South Radius at Connect Mid Am/Kirkwood RT 163.81 27,3 Includes Tie in Mld American/K irkvood Subtotal 1692.3 340.2 19+34 20+12.62 Lower Muscatine LT 7 ARIES Mid-American Loo 500+14.5 501+41.1 Mid am Loo C 126.64 12 168. 42.21 Northeast R d ws Mid am Loo LT 4.76 0.79 Northwest Radius Mid am Loo RT 45.92 7.65 Southwest R thus Mid am Loo LT 6.63 1.11 Southeast R dlus Mid am Loo LT 2.36 9 Mid Amer scan Loo Subtotal 173.62 43. 1029+00 1030+00 Lower Muscatine Mid-American Torer 50 230+12.5 230+59.6 Mid am Tower C 47.1 12 62.8 15 West Radius Mid am Tower LT 15.49 8 East Radius Mid am Tower RT 39.44 6.57 Mid American Tower Subtotal 117.7 24.86 Mid-American Yard Total 6770 400+12.5 401+27.0 Mid am Yard C 114.5 25 318.06 65.73 West Radius Mid am Yard RT 38.16 6.36 Mid American Yard S tai 356.21 72.09 M 1dAmer scan Storage Yard For Wall Construction Intersectio of LMR and MidA rican Kirkwood 1758.3 293.1 r--x U O v ^1 7 --4 i- W �" - 1ryl ­0 C_1 6✓ w MI rican Sto a Yard 1758.3 293.1 Total Paving 5143,2 Total 6" Subbase 981.6 6 INCH PCC PAVEMENT TABULATION Kirkwood Park In Lot 1541.4 171.3 M ldAmer scan Ener Park In Lot 2530.2 281.1 ay Total "Paving PROJECT DA 091023 DESIGNED BY: S. %VERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 2/21/2012 2:52:39 PM DRAWN BY: CAD FILE: x:�CR�1E�2o09�a9m23�CAD�Pla 9�091a23_COI.Me NO DATE BY flEVIS1IX1 DESCRIPTION Foth LOWER FROM KIRKWOOD MUSCATINE AVENUE IOWA ROAD IMPROVEMENTS TO 1 ST AVENUE CITY, IOWA STP-U-3715(637)-70-52 ESTIMATED PROJECT QUANTITIES SHEET W. C.23 DETOUR PAVEMENT TABULATION TABULATION OF FENCE FOTH-lo Moolf�Eo Location Station to Station 6 -13 -OS Route Side IRT/LT) length (f t) Width (f t) Area (sy) Subbase Remarks 3 19+18 RT 57 WOOD BOARD DETOUR PAVEMENT 18 19+23 RT 51 4 FT VINYL COATED CHAIN LINK TYRON/RELLIHAN PROPERTY -TEMPORARY CHAIN LINK 1018+45 1033+97 Lower Muscatine LT ]552 22 3750 _ 19+23 1034+94 1040+I6 Lover Muscatine LT 522 22 1300 164+33 1041+42 ]048+36 Lower Muscatine LT 694 22 1310 LT HASE 2 STAGE 2A 8 FT CHAIN LINK MIOAM - CHAIN LINK W/ HIGH SECURITY FENCE _ 18+62 20+12.62 Lower Muscatine LT 151 VARIES 130 HASE 2 STAGE 38 19+34 20+12.62 Lower Muscatine LT 7 ARIES 50 Lift TRANSITION 1029+00 1030+00 Lower Muscatine 50 41 230 Total 6770 4071.6 To 14" Subbase 452.4 Grand Total Subbase 6127.3 DETOUR PAVEMENT TABULATION TABULATION OF FENCE FOTH-lo Moolf�Eo Location Station to Station 6 -13 -OS Route Side IRT/LT) length (f t) Width (f t) Area (sy) Subbase Remarks 3 19+18 RT 57 WOOD BOARD DETOUR PAVEMENT 18 19+23 RT 51 4 FT VINYL COATED CHAIN LINK TYRON/RELLIHAN PROPERTY -TEMPORARY CHAIN LINK 1018+45 1033+97 Lower Muscatine LT ]552 22 3750 _ 19+23 1034+94 1040+I6 Lover Muscatine LT 522 22 1300 164+33 1041+42 ]048+36 Lower Muscatine LT 694 22 1310 LT HASE 2 STAGE 2A 8 FT CHAIN LINK MIOAM - CHAIN LINK W/ HIGH SECURITY FENCE _ 18+62 20+12.62 Lower Muscatine LT 151 VARIES 130 HASE 2 STAGE 38 19+34 20+12.62 Lower Muscatine LT 7 ARIES 50 Lift TRANSITION 1029+00 1030+00 Lower Muscatine 50 41 230 Total 6770 TABULATION OF FENCE FOTH-8 6 -13 -OS Station Location to Station Side Length (Ft.) Type Remarks 3 19+18 RT 57 WOOD BOARD TYRON/REEL THAN PROPERTY -REMOVE AND REINSTALL 18 19+23 RT 51 4 FT VINYL COATED CHAIN LINK TYRON/RELLIHAN PROPERTY -TEMPORARY CHAIN LINK 19+23 19+95 RT 72 4 FT VINYL COATED CHAIN LINK CHWA IGERT PROPERTY -TEMPORARY CHAIN LINK 19+23 19+95 RT 113 4 FT VINYL COATED CHAIN LINK CHWA IGERT PROPERTY -CHAIN LINK 162*34 164+33 LT 297 8 FT CHAIN LINK MIOAM -TEMPORARY CHAIN LINK 162+31 164+33 LT 366 8 FT CHAIN LINK MIOAM - CHAIN LINK W/ HIGH SECURITY FENCE SIDEWALKS . See Sheet C.26 -C.27 for See MI -220 and S Sheets Curb Ramp Tabulation Road 4" PCC 6" PCC Detectable Identification Station to Station Slde Sldevalk Sldevalk Warnings • Remarks Lower 12+82 Total L Sideva 011110 .0 LT 39. H11 ar Lower Muscatine I 19+ 20+86.3 SIDEWALKS See MI -220 and S Sheets w See Sheet Curb Ramp C.26 -C.27 for Tabulation 3-I LL1l-12 Road4" Identification Station to Station Side PCC Sidewalk Sy 6" PCC Detectable Sidewalk Warnings Sy SF Muscatine 23+92.1 Remarks LT 4ft. Wide Sidewalk Lover Muscatine 24+48.7 29,6 LT 71.91 Lower Muscatine 2+00.07 2+08.07 LT 3.56 72.8 Includes sidewalk to Kirkwood Building Entr. Lover Muscatine 25+73.3 Lower Muscatine 2+18.07 2+26.07 LT 3.56 Muscatine 26+99.3 28+52.7 LT 136.33 Lower Muscatine 2+60.69 2+68.69 LT 3.56 310.72 Lower Muscatine 2+86.9 3+71.9 LT 44.32 Sidewalk not parallel to Centerline Lower Muscatine 3+71.9 3+91.12 LT 15.25 Transition from 4' wide to 8' Wide Lover Muscatine 4+13.7 LT 3.41 Sidewalk from LMR curb to 8' Sidewalk Lower Muscatine 1+83 2+13.1 RT 13.38 Lower Muscatine 2+23.1 2+73.7 RT 22.51 Lover Muscatine 2+84.14 2+93.5 RT 4.28 Lover Muscatine 3+03.42 3+59.3 RT 22.26 Sidewalk not parallel to Centerline Lover Muscatine 4+12.05 4+76.22 RT 26.04 Lower Muscatine 4+86.22 5+29.9 RT 19. Lover Muscatine 5+40.22 6+01 RT 27.02 Lover Muscatine 6+17 6+69.8 RT 23.47 Lover Muscatine 6+87.8 7+94.93 RT 47.62 Lower Muscatine Ash/LMR Int. NW Corner RT 9.45 Connection to West Ash Sidewalk Lower Muscatine Ash/LMR Int. SW Corner RT 7.87 Connection to East Ash Sidewalk Lower Muscatine 8+57 10+23.4 RT 73.96 Lower Muscatine 10+35.4 12+40 RT 90.94 Ginter 100+75 101+04.6 LT 13.13 Ginter 100+63.9 101+05.7 RT 18.65 Pine South 89+05.0 89+27.2 LT 9.87 Pine South 89+15.0 89+34.7 RT 10.29 Lover Muscatine 13+03.1 15+20.3 RT 96.3 Lower Muscatine 15+37.3 16+82.4 RT 64.49 Friendly 210+81.5 211+20.5 LT 17.34 Friendly 210+81.5 211+27.4 RT - 20.41 Spruce South 120+03.0 120+69.0 LT 29.34 Lover Muscatine 17+62.1 20+86.3 RT 144.09 Lower Muscatine 21+64.0 22+09.2 RT 20.09 Lower Muscatine 22+21.2 23+54.0 RT 59.03 Lover Muscatine 23+66.0 23+82.2 RT 7.2 Lower Muscatine 24+06.2 24+41.9 RT 15.87 Lower Muscatine 24+62.9 25+12.9 RT 22.23 Lower Muscatine 25+30.9 26+44.5 RT 50.49 Lower Muscatine 26+94,8 27+72.6 RT 34.58 Lower Muscatine 27+72.6 27-92.6 RT 11.12 First Ave 185+05.5 185+28.7 LT 12.35 Sidewalk Around Radius, NAOM Varies First Ave 185+28.7 185+54.3 LT 11.88 First Ave 185+05.7 185+54.4 RT 21.28 Sidewalk from P igoTffT2to End of Construction Lower Muscatine 40+41.5 40+52.8 RT 11.32 Sidewalk on us between Ped Ramps Lower Muscatine 41+39.7 41+51.1 LT 11.33 Sidewal Rad lus between Ped Ra s Lower Muscatine 41+37.7 41+50.7 IT 11.09 Sid on Radius ba+- Fed Ramps Lower Muscatine 41+51.1 42+47.4 LT 43.84 Jlffwalk from Ped Ramp to Approach Lover Muscatine 41+50.7 42+50.7 RT 45.12 Lower Muscatine 42+77.0 44+33.3 LT 69.47 Lover Muscatine 42+72.7 44+28.9 RT 69.43 Lower Muscatine 44+59.5 45+25.6 LT 29.38 Lower Muscatine 446+3.9 44+97.1 RT 14.76 Lower Muscatine 45+24.3 45+31.5 RT 3.2 Franklin 70+26.0 71+04.1 LT 34 Franklin 70+26.0 70+80.5 RT 4 Sidewalk not parallel to Centerline Pine North 95+73.3 96+09.0 LT 16.83 Sidewalk not parallel to Centerline Pine North 95+20.8 96+09.0 RT 39.21 Spruce North 110+31.0 110+55.1 LT 16.83 Spruce North 110+31.0 110+55.1 RT 18.24 Midam North Ent. 200+36.0 200+73.2 LT 16.54 Midam North Ent. 200+96.3 203+08.4 LT 94.27 Sycamore 130+64.2 130+81.4 LT 7.65 Sycamore 130+97.4 131+81.2 LT 37.25 Sycamore 132+28.9 132+66.4 LT 18.99 Sidewalk not parallel to Centerline Deforest 145+66.8 145+98.2 RT 13.96 Deforest 146+55.2 147+62.8 Ri 54.37 Sidewalk Around DeForest Radius DeForest 147+71.7 148+44.9 RT 32.54 DeForest 148+61.9 148+82.7 RT 9.25 DeForest 148+92.7 149+45.3 RT 23.38 DeForest 149+55.3 150+08.9 RT 23.83 SIDEWALKS . See Sheet C.26 -C.27 for See MI -220 and S Sheets Curb Ramp Tabulation Road 4" PCC 6" PCC Detectable Identification Station to Station Slde Sldevalk Sldevalk Warnings • Remarks Lower 12+82 Total L Sideva 011110 .0 LT 39. H11 ar Lower Muscatine I 19+ 20+86.3 LT 1 129.34 STP-U�7,S,6B%F%DU2 ESTIMATED PROJECT QUANTITIES Lover Muscatine 21+56. 23+92.1 LT 209.87 Lover Muscatine 23+92.1 24+48.7 LT 113.8 Includes sidewalk to Kirkwood Building Entr. Lover Muscatine 24+48.7 29,6 LT 71.91 Lover Muscatine 25+29.6 2 LT 72.8 Includes sidewalk to Kirkwood Building Entr. Lover Muscatine 25+73.3 26+4 LT 63.3 Lover Muscatine 26+99.3 28+52.7 LT 136.33 Lower Muscatine 28+93.8 32+43.35 310.72 40+24.0 57.69 56.18 55.83 257.5 3338 on PROJECT DA 091023 DESIGNED BY: 3. SOYERS PROJECT NATE: CHECKEDESIGNO BY: S. SOYERS CAO DATE: 2nv2a12 2,52:39 PN 01 Br: CAO FILE: %:\CR\IE\2009\091023\CPD\Plan\091023-CO LSM NO GATE BY REVISIM DESCRIPTION #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U�7,S,6B%F%DU2 ESTIMATED PROJECT QUANTITIES SHEET 7-0. C.24 Station Side I Curb Doe rb LT RT 1 27 34.3 POINTS OF ACCESS Removal New Construction Skew P.C.C. CMB I GUTTER (SY) (SY) (LF) 45 79.7 M�MU:i►7�MI�EU71�t]:i0ilM0 CASE 2 CURB DRIVE S. 1 REMOVALS AND PAVEMENT FOR BOT EXIST. DRIVE AND PARKING LaW- DRIVE CC, RADII = DRIVE DO. RADI '. INCLUDES REMO<ANDCURB D CURB AND GUTTE FORARKING LOT EET L.09 FOR LIMN OF HAND GUTTER. DRIVE EE, 1.5" DROPPED CURB DRIVE CC, RADII = 35' DRIVE GG, 1.5" DROPPED CURB DRIVE HH, 1.5" DROPPED CURB, INCLUDE ALL DRIVE I PARKING LOT REMOVALS, PROPOSED CURB AND GUTTER AND 6" HMA PAVEMENT.SEE SHEET L.13 FOR LOCATION NW CORNER OF IST AVENUE STRIP MALL PARKING LOT. REINFORCED PAVEMENT. UNIVt JJ. HAUII = IS DRIVE KK, 1.5" DROPPED CURB, INCLUDE ALL DRIVE I PARKING LOT REMOVALS, PROPOSED CURB AND GUTTER AND 6" HNA PAVEMENT FROM IST ST. TO OR STATION 43+63. SEE SHEET E.13 FOR LOCATION OF CURB AND GUTTER AND 6" HKA PAVEMENT. DRIVE LL, RADII = 15' DRIVE MM. 1.5" DROPPED CURB, INCLUDES ALL DRIVE I PARKING LOT REMOVALS AND PROPOSED CURB AND GUTTER AND 6" HMA PAVEMENT FROM LMR STATION 43+63 TO 44+64.(END OF PARKING LOT CONSTRUCTION). SEE SHEET L.13 FO LOCATION OF CURB AND GUTTER AND ABULATION FOL TH-12I OF SAFETY CLOSURES 10B -13A 10-28-97 POINTS OF ACCESS STP-U-37151Ei371-70.52 ESTIMATED PROJECT QUANTITIES 613-05� CLOSURE TYPE Road Hazard REMARKS Dt . Qty. LMR 1+75 COMPLETE CLOSURE Location priveway Removal New Construction Type Remarks Curb Width 0 F Station SideOpening of Sidewalkace Skew P.C.C. CAB I GLITTER HMA MODIFIED Type Remarks 96+25 fft.I fft _I (SY) (SY) (LF) (SY) SUBBASE (CY) M�MU:i►7�MI�EU71�t]:i0ilM0 CASE 2 CURB DRIVE S. 1 REMOVALS AND PAVEMENT FOR BOT EXIST. DRIVE AND PARKING LaW- DRIVE CC, RADII = DRIVE DO. RADI '. INCLUDES REMO<ANDCURB D CURB AND GUTTE FORARKING LOT EET L.09 FOR LIMN OF HAND GUTTER. DRIVE EE, 1.5" DROPPED CURB DRIVE CC, RADII = 35' DRIVE GG, 1.5" DROPPED CURB DRIVE HH, 1.5" DROPPED CURB, INCLUDE ALL DRIVE I PARKING LOT REMOVALS, PROPOSED CURB AND GUTTER AND 6" HMA PAVEMENT.SEE SHEET L.13 FOR LOCATION NW CORNER OF IST AVENUE STRIP MALL PARKING LOT. REINFORCED PAVEMENT. UNIVt JJ. HAUII = IS DRIVE KK, 1.5" DROPPED CURB, INCLUDE ALL DRIVE I PARKING LOT REMOVALS, PROPOSED CURB AND GUTTER AND 6" HNA PAVEMENT FROM IST ST. TO OR STATION 43+63. SEE SHEET E.13 FOR LOCATION OF CURB AND GUTTER AND 6" HKA PAVEMENT. DRIVE LL, RADII = 15' DRIVE MM. 1.5" DROPPED CURB, INCLUDES ALL DRIVE I PARKING LOT REMOVALS AND PROPOSED CURB AND GUTTER AND 6" HMA PAVEMENT FROM LMR STATION 43+63 TO 44+64.(END OF PARKING LOT CONSTRUCTION). SEE SHEET L.13 FO LOCATION OF CURB AND GUTTER AND ABULATION n.� OF SAFETY CLOSURES 10B -13A 10-28-97 N Refer to Section 2518 of the Stallard Specifications STP-U-37151Ei371-70.52 ESTIMATED PROJECT QUANTITIES STATION CLOSURE TYPE Road Hazard REMARKS Dt . Qty. LMR 1+75 COMPLETE CLOSURE FRANKLIN ST 70+10 1 CLOSED TO THRU TRAFFIC ASH ST 81+00 1 CLOSED TO THRU TRAFFIC PINE ST N 96+25 1 COMPLETE CLOSURE GINTER AVE 100+30 1 COMPLETE CLOSURE LMR 12+83 1 11E TE CLOSURE LMR 12+60 1 - TE CLOSURE PINE ST S 88+60 1 CLOS THRU TRAFFIC SPRUCE ST N 111+00 1 COMPLETE E FRIENDLY AVE 210+64 1 COMPLETE CLOS SPRUCE ST S 120+11 1 CLOSED TO THRU TRAFTqC LMR 20+31 1 COMPLETE CLOSURE HIGHLAND AVE 125+70 1 COMPLETE CLOSURE SYCAMORE ST 130+72 1 COMPLETECLOSURE DEFOREST AVE 150+42 I COMPLETE CLOSURE n.� Na DATE O N LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-37151Ei371-70.52 ESTIMATED PROJECT QUANTITIES .ton. " W tD PROJECT N0, 091023 DESIGNED Y: S. BUYERS PROJECT DATE: CIIECKEDESIGND BY: S. SUVERs CAD DATE: 2121/2012 2.52,4a N oRAMN BY, CAD FILE: X:\CR\IE\2009\091023\CAD\Plma\09IDZ3-Ca 1.eNt Na DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-37151Ei371-70.52 ESTIMATED PROJECT QUANTITIES SHEEC. Na. C. TREE PROTECTION FOTH-13 6 -13 -fly LOCATION NO. REMARKS STEEL BEAM GUARDRAIL AT SIDE OBSTACLE STEEL I 5+89 41' LT 1 108-8B 04-20-10 Refer to BA -200, BA -201, BA -203. BA -205, BA -206. BA -251, BA -252. SI -172 and SI -173. O 6+60 38' RT 1 Number Cu. Yds. Location I 1N RAO 7+46 40' LT Layout Lengths 3 8+47 45' LT Delineators and Object Markers NA 0.53 Bid Items Q2 OI LMelsl to shlN the obstacle Is adiaorit. O2 See Standards for list of materials. 9+46 34' RT Side RT 10+00 41' RT Approach Side O I 12 Trailing Side (D Marker 14+28 35' LT I 3 14+72 44' LT 1 24.5 15+55 35' RT I Standard Steel End 4 I6+08 39' LT I 1.25 16+33 44' LT I ® ET VT2 VFA VTI V0VIT I VfVT Spalnning pe I Type 2 Type 3 End Terminal Beam GuardrailA^chorTerminal Ad ter 3.10 No. _a 8+59 Station OfFset RT 26+18 40' RT I 30.15 28+97 56' LT I SE Corner of Lower Muscatine and Ash, Crossing Lover Muscatine JDeTW1ineatorObject 1 35+44 32' RT I NORM 35+91 32' RT I 8 150.0'1 1 36+87 31' RT I 8' Terminal (50.0') i 8.27 hite OM2 -2V OM -3L OM -3R BA -205 BA -200 BA -203 BA -206 95+22.5, 0 0 o a RT 39+84 46' RT Remarks Feet Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft.Lln. Ft. Lin. Ft. Lin. Ft. No. No. No. No. No. Lin. ft. No. No. TREE PROTECTION FOTH-13 6 -13 -fly LOCATION NO. REMARKS 3+12 37' RT 1 STEEL I 5+89 41' LT 1 _ REMARKS 6+26 37' RT 1 O 6+60 38' RT 1 Number Cu. Yds. 7+00 38' RT I 1N RAO 7+46 40' LT I 3 8+47 45' LT I NA 0.53 8+65 34' LT I 4 9+46 34' RT I RT 10+00 41' RT I 1 NA NA 13+33 39' LT I 12 13+91 41' LT 1 14+28 35' LT I 3 14+72 44' LT 1 24.5 15+55 35' RT I CASE l 15+78 47' LT i 4 I6+08 39' LT I 1.25 16+33 44' LT I 4 16+86 38' LT 1 -- 17+08 38' LT I 17+60 84' RT 1 4' 17+83 49' RT 1 3.10 18+68 44' RT 1 8+59 25+35 50' LT 1 RT 26+18 40' RT I 30.15 28+97 56' LT I SE Corner of Lower Muscatine and Ash, Crossing Lover Muscatine 30+57 46' RT 1 35+44 32' RT I NORM 35+91 32' RT I 8 36+37 31' RT 1 36+87 31' RT I 8' 38+27 32' RT i 8.27 39+43 43' LT 1 95+22.5, 39+79, 42' LT I RT 39+84 46' RT 1 72.4 44+29 52' LT 1 NE Corner of Lower Muscatine and Pine, Crossing Pine _ 45+24 44' LT I 81+27 17' LT I IN RAO 131+90 43' RT I 8 150+89 18' LT 1 171+54 34' RT 1 4' IN RAD 31.91 3.55 TOTAL 41 101+01.0, GINTER LT 4' IN RAD 32.1 3.6 8 NW Corner of Ginter and Pine, Crossing Ginter 101+01.0. GINTER RT 4' IN RAO 32.9 3.7 8SW Corner of Ginter and Pine, CrossingGinter 89+79.4, PINE LT 4' a PROJECT N0, 091023 OE310NE0 Y. S. SCVERS NO GATE eY flEV1510N DESCRIPTION ��� STP -U-3715(637)--70-52 PROJECT GATE: LIELKEO BY: s. s3vERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 2:52:41 PM DRAWN ex: FROM KIRKWOOD AVENUE TO 1ST AVENUE C,26 CAO FILE: K:\M\IE\2009\091023\CAO\Plans\091023-MI.sM IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF CONCRETE STEPS AND COMBINED CONCRETE STEPS AND RETAINING WALL CONSTRUCTION 108-15 08-30-74 LOCATION PEDESTR. STEPS LUGS LANDINGS RETAII.NING CONCRETE STEEL I HANDRAILWA _ REMARKS Station $Inde O Number Required Number Number Ltn.Ft. Number Cu. Yds. Lbs. - Length,, "- Number 1N RAO 3+25 RT 3 3 1 NA NA NA 0.53 10 4 CASE 1 5+97 RT 4 4 J2.16 1 NA NA NA 0 0.1 12 4 CASE l RT 3 3 1 NA NA NA 24.5 10 4 CASE l 3.33 RT 4 3 1 NA NA 1.25 66.8 10 4 CASE 2 3.93 SW Corner of Lower Muscatine and Ash, Crossing Ash 81+40.4 RT 4' ]N RAD 27.86 a PROJECT N0, 091023 OE310NE0 Y. S. SCVERS NO GATE eY flEV1510N DESCRIPTION ��� STP -U-3715(637)--70-52 PROJECT GATE: LIELKEO BY: s. s3vERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 2:52:41 PM DRAWN ex: FROM KIRKWOOD AVENUE TO 1ST AVENUE C,26 CAO FILE: K:\M\IE\2009\091023\CAO\Plans\091023-MI.sM IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES r-� PEDESTR. RB RAMPS FOiM 02-14-12 Location Side TypeSidewalk KSqFt.Sq. PCC Yds. Detectable Warnings Sq. Ft. Remarks 71+05.3, FRANKLINE LT 1N RAO 21.71 1 8 SW Corner of Lover Muscatine and Franklin, Crossing Franklin 71+87.8, FRANKLIN 4' IN RAD 28.85 3. 8 SE Corner of Lower Muscatine and Franklin, Crossing Franklin 4+13.9 RT 4' 1N RAO 30-043 1., 8 SE Corner of Lower Muscatine and Franklin, Crossing Lower Muscatine 4+14.2 LT 4' NORM 30 3.33 16 North side of Lover Muscatine and Franklin Intersection, Crossing LMR 81+78.4, AS LT 4' IN RAD 35.37 3.93 SW Corner of Lower Muscatine and Ash, Crossing Ash 81+40.4 RT 4' ]N RAD 27.86 3.10 8 SE Corner of Lower Muscatine and Ash, Crossing Ash 8+59 RT 4' 1N RAD 30.15 3.35 8 SE Corner of Lower Muscatine and Ash, Crossing Lover Muscatine LT 4' NORM 32.5 3.61 8 t side of Lover Muscatine and Ash Intersection, Crossing Lower Muscatine 5+66.6, PINE LT 8' 1N RAD 74.42 8.27 16 NW Corner of Lover Muscatine and Pine, Crossing Pine 95+22.5, PINE RT 8' 1N RAD 72.4 8.04 16 NE Corner of Lower Muscatine and Pine, Crossing Pine 12+38.0 LT 4' IN RAO 32.88 3.65 8 E Corner of Lower Muscatine and Pine, Crossing Lower Muscatine 12+38.0 RT 4' IN RAD 31.91 3.55 8 S Der of Lover Muscatine and Ginter, Crossing Lower Muscatine 101+01.0, GINTER LT 4' IN RAD 32.1 3.6 8 NW Corner of Ginter and Pine, Crossing Ginter 101+01.0. GINTER RT 4' IN RAO 32.9 3.7 8SW Corner of Ginter and Pine, CrossingGinter 89+79.4, PINE LT 4' IN RAO 31.93 3.55 6 rner of Lover Muscatine and Ginter, Crossing Pine 89+29.2, PINE LT 4' IN RAO 30.35 3.37 8 SW Corner of Ginter and Pine, Crossing Pine 89+29.2, PINE RT 4' IN RADI 31.3 3.48 8 SE Co of Lover Muscatine and Pine, CrossingPine 89+40.6, PINE RT 4' 1N RAD 26.95 2.99 8 SE Corne Lover Muscatine and Pine, Crossing Pine 110+27.0, SPRUCE LT 8' 1N RAD 57.21 6.36 16 NW Corner of Lov scat me and S nice, Crossing Spruce 110+27.0. SPRUCE RT 8' IN RAO 57.22 6.36 16 NE Corner of Lover tine and S ruce, Crossing Spruce 15+60.8 LT 4' 1N RAD 30.86 3.43 8 NE Corner of Lover Muscatine an ce, Cross to Lover Muscatine 15+60.8 RT 4' IN RAD 37.5 4.17 8 West side of Lower Muscatine and S ruce Intersect Crossin Lower Muscatine 16+75.8 LT 4' NORM 37.5 4.17 8 East side of Lower Muscatine and S ruce Intersection]n Lower Muscatine ,, 16+75.9 RT 4' 1N RAD 31.49 3.50 8 SW Corner of Lower Muscatine and Friendl Cro Lover Muscatine 211+22.9, FRIENDLY LT 4' IN RAD 32.09 3.57 8 SW Corner of Lower Muscatine and Friendl Ing ruce 211+25.6, FRIENDLY RT 4' IN RAD 43.11 4.79 8 SW Corner of S ruce and Friendly, Cross endl 120+71.3. SPRUCE LT 4' IN RAD 46.65 5.18 8 SW Corner of Spruce and Friendly, Crossing e 120+64.9, SPRUCE RT 4' IN RAD 34.59 3.84 8 SE Corner of Lover Muscatine and Spruce, Cross In S ruc 200+32.0, MIDAM NORTH LT 8' IN RAD 80.7 6.97 28 NW Corner of Lower Muscatine and M1dAmerican North, Crossin MIdAm North 200+32.0, MIDAN NORTH RT 8' IN RAD 80.7 8.97 28 NE Corner of Lower Muscatine and M1dAmerican North, Crossing MIdAm North 160+31.9, MIDAM - KIRK LT 8' IN RAD 89.16 9.91 28 NW Corner of Lover Muscatine and MIDAIR - Kirkwood, Crossin M]dAm -.Kirkwood a PROJECT N0, 091023 OE310NE0 Y. S. SCVERS NO GATE eY flEV1510N DESCRIPTION ��� STP -U-3715(637)--70-52 PROJECT GATE: LIELKEO BY: s. s3vERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 2:52:41 PM DRAWN ex: FROM KIRKWOOD AVENUE TO 1ST AVENUE C,26 CAO FILE: K:\M\IE\2009\091023\CAO\Plans\091023-MI.sM IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES r-� C7� W a PROJECT N0, 091023 OE310NE0 Y. S. SCVERS NO GATE eY flEV1510N DESCRIPTION ��� STP -U-3715(637)--70-52 PROJECT GATE: LIELKEO BY: s. s3vERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 2:52:41 PM DRAWN ex: FROM KIRKWOOD AVENUE TO 1ST AVENUE C,26 CAO FILE: K:\M\IE\2009\091023\CAO\Plans\091023-MI.sM IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF ELECTRICAL DUCTS DR -z 08-20-85 PEDESTRIAN CURB RAMPS Length Length Remarks 4- 02-14-12 Location Side TABULATION Type PCC Sidewalk Sq. Ft. PCC Sidewalk Sq. Yds. Detectable Warnings Sq. Ft. Remarks 20+84.3 IOOAI LT 4' IN RAD 29.1 3.23 8 NW Corner of Lower Muscatine and MIDAIR - Kirkwood, Crossing LMR 20+84.3 RT 4' IN RAD 30.5 3.39 8 SW Corner of Lower Muscatine and Sycamore, Crossing LMR 132+67.2, SYCAMORE RT 4' IN RAD 46.34 5.15 8 SW Corner of Lower Muscatine and Sycamore. Crossing Sycamore 126+60.1, HIGHLAND LT 4' IN RAO 38.5 4.28 8 NW Corner of Sycamore and Highland, Crossing Highland 126+60.1, HIGHLAND RT 4' IN RAD 38.2 4.24 8 SW Corner of Sycamore and Highland, Crossing Highland 160+31.9, MIDAM - KIRK RT 8' IN RAD 85.21 9.47 28 NE Corner of Lower Muscatine and MIDAIR - Kirkwood, Crossing MidAm - Kirkwood 21+60 LT 8' IN RAD 65.33 7.26 16 NE Corner of Lower Muscatine and MidAm - Kirkwood. Crossing LMR 132+56.6, SYCAMORE RT 4' IN RAD 29.51 3.28 8 SE Corner of Lover Muscatine and Sycamore, Crossing Sycamore 21+60 1.1 RT 8' IN RAD 52.93 5.88 16 SE Corner of Lower Muscatine and Sycamore, Crossing Lower Muscatine 26+51.8 20+00 LT 8' IN RAD 82.54 9.17 16 NW Corner of Lower Muscatine and Kirkwood Entrance. Crossing Entrance 26+42.5 20+00 LT 4' IN RAD 35.51 3.95 8 NW Corner Of Lower Muscatine and Kirkwood Entrance, Crossing LMR 26+42.5 MUSC RT 4' IN RAD 28.26 3.14 8 SW Corner of Lower Muscatine and DeForest, Crossing LMR 151+39.4, DEFOREST LT 4' IN RAD 36.63 4.07 8 SW Corner of Lover Muscatine and DeForest, Crossing DeForest 26+92.8 Ill LT 8' IN RAO 91.1 10.12 16 NE Corner of Lower Muscatine and Kirkwood Entrance, Crossing Entrance 26+96.9 HH7 LT 4' IN RAO HH7 3.33 8 NE Corner of Lower Muscatine and Kirkwood Entrance, Crossing LMR 151+40.0, DEFOREST RT 4' IN RAD 37. hl 4.19 8 SE Corner of Lover Muscatine and DeForest, Crossing DeForest 26+96.8 RT 4' IN RAO 26.4 93 8 1 SE Corner of Lower Muscatine and DeForest, Crossing LMR 29+87.5 82 RT 6' IN RAD 58.79 109 12 SW Corner of Lower Muscatine and Strip Mall Entrance, Crossing Entrance 30+50.2 98 RT 6' IN RAD 58.79 6.53 12 SE Corner of Lower Muscatine and Strip Mall Entrance, Crossing Entrance 33+73.01 20CA5 LT 4' IN RAO 40 4.441 8 NW Corner of Lower Muscatine and Mall Drive, Crossing Lower Muscatine 170+29.5, MALL DRIVE LT 8' IN RAD 77.21 8.58 20081 NW Corner of Lower Muscatine and Mall Drive, Crossing Mall Drive 33+73.07 RT 4' IN RAD 22.35 2.48 8 SW Corner of Lower Muscatine and Mall Entrance, Crossing Lower Muscatine 33+79.58 99 RT 6' IN RAD 56.32 6.26 20 %1, SW Corner of Lower Muscatine and Mall Entrance, Crossing Mall Entrance 34+63.78 88 RT 6' IN RAD 69.05 7.67 20 SE Corner of Lower Muscatine and Mall Entrance, Crossinq Mall Entranc 34+78.7 20086 RT 4' IN RAD 26.31 2.92 8 Corner of Lower Muscatine and Mall Entrance, Crossing Mall E e 170+53.7, MALL DRIVE LT 8' IN RAO 82.35 9.15 16 NE Corner of Lower Muscatine and Mall Drive. CrosslrTc Drive 34+78.7 LT 4' IN RAD 36.14 4.02 8 NE er of Lower Muscatine and Mall DriveOs5ipllllllllK6r Muscatine 40+45.63 106 LT 4' IN RAD 28.43 3.16 8 NW Corne Lower Muscatine and First Avenue, Cr Lower Muscatine 185+03.8, FIRST AVE LT 4' IN RAD 28.56 3.17 8 NW rne CoLower Muscatine and First Av Crossin First Avenue 40+45.57 200813 RT 4' IN RAD 29.32 3.26 8 SW Corner of Lo Muscatine and First AwORUe. Crossino Lower Muscatine 184+09.4, FIRST AVE LT 4' IN RAD 28.80 3.20 8 SW Corner of Lo Muscatine an st Avenue, Crossing First Avenue 184+09.3, FIRST AVE RT 4' IN RAD 31.29 3.48 8 SE Corner of Lower%Lcatinaal First Avenue, Crossino First Avenue 41+47.15 RT 4' IN RAD 28.371 3.15 8 SE Corner of Lover Musca no First Avenue, Crossing Lover Muscatine 41+47.22 LT 4' IN RAD 26.24 2.92 8 1 NE Corner of Lover M Ine First Avenue, Crossing Lower Muscatine 185+03.9, FIRST AVE RT 4' IN RAO 29.48 3.28 8 NE Corner of Muscatine First Avenue, Crossing First Avenue 125+51.2, SYCAMORE RT 4' IN RAD 28.37 3.15 8 SE Corner of DeFo and Sycamore, Crossing Sycamore 146+51.3, DEFOREST RT 8' IN RAD 68.63 7.63 16SE Corner of DeFores 5 camore, CrossingDeForest 146+51.4, DEFOREST LT 8' IN RAD 64.89 7.21 16 NE Corner of DeForest an amore, Crossin DeForest 125+99.0, SYCAMORE LT 4' IN RAD 28.49 3.17 8 NE Corner of DeForest and S re, Crossinci Sycamore 125+99.0, SYCAMORE RT 4' IN RAD 39.95 4.44 8 NW Corner of DeForest and S ca Crossin Sycamore 145+96.3. DEFOREST LT 4' IN RAD 41.64 4.63 8 NW Corner of DeForest and 5 camore, ssin DeForest 145+96.2, DEFOREST RT 4' IN RAD 41.26 4.58 8 SW Corner of DeForest and Sycamore nc g DeForest 125+51.0, SYCAMORE LT 4' IN RAD 36.62 4.09 ro SW Corner of DeForest and S camore. Css camore 203+06.4, MIDAM NORTH LT 4' NORM 26.2 2.91 Midamerican North at East Connection to Ex 1st In nt 165+02.2, MIDAM KIRK LT 6' IN RAD 50.2 5.60 12 Midamerlcan Kirkwood, Crossing Midamerican KIr 165+02.2, MIDAM KIRK LT 6' IN RAD 51.4 5.7 12 Mldamerican Kirkwood, CrossingMldamer scan Kirkwo 202+16.1, MIDAM NORTH RT 4' NORM 16.45 8 ConnectingExistingKirkwood Parkin Lot 202+03.6, MIDAM NORTH RT 4' NORM 17.51.95 8 Connecting Proposed Kirkwood Parking Lot L 372 868 TABULATION OF ELECTRICAL DUCTS DR -z 08-20-85 Location Conduit Type Length Length Remarks IDD HHI 19 TABULATION OF EROSION CONTROL DETAILS 70 76 IOOAI IOOA2 108 114 IOOA2 IOOA3 103 109 10-27-97-9 8 Location 115 121 HH2 IDOA4 20 26 HH2 IOOA5 Over - 69 10OA5 IOOA6 73 79 HH2 I0OA7 Seeding Seeding IOOA7 Crown- Seedin 59 IDOA8 and and Mulching Notes Sod Vetch" ectal Ditch Mowing Station to Station Fertilizing Fertilizing HH3 Seeding Areas Reshaping 9011lHH4 100A11 (Acres) (Acres) (Acres) (Squares) (Acres) (Acres) (Station) (Acres) 1+23 12+75 1.1 0.7 0.7 179 IODA 13 31 LOWER MUSC 12+75 20+00 68 0.3 0.3 131 IDEA 15 430 LNE3 MUSC 20+00 46+31 2 1.5 1.5 412 IOOBI 209 LOWER MUSC 125+15 132+63 0.33 0.08 0.08 101 10083 104 S CAMORE 145+67 151+36 0.17 0.06 0.06 46.5 HH6 Ill DEFOREST ^' HH6 10085 14 20 r - HH6 HH7 70 76 HH7 TOTALS 1 3.6 1 2.64 1 2.64 1 869.5 100137 56 62 W TABULATION OF ELECTRICAL DUCTS DR -z 08-20-85 Location Conduit Type Length Length Remarks CONT u 100 HHI 19 25 HHI IOOAI 70 76 IOOAI IOOA2 108 114 IOOA2 IOOA3 103 109 100A3 HH2 115 121 HH2 IDOA4 20 26 HH2 IOOA5 63 69 10OA5 IOOA6 73 79 HH2 I0OA7 124 130 IOOA7 IOOA8 53 59 IDOA8 272 278 HH3 OOA9 16 22 HH3 IOOA 10 88 94 HH3 57 63 9011lHH4 100A11 53 59 HH3 IODA 12 99 105 100Al2 HH5 354 360 HH5 IODA 13 31 37 HH5 IODA 14 68 74 HH5 IDEA 15 430 436 10OA15 IODA 16 72 78 HHI IOOBI 209 215 100131 10082 103 109 10082 10083 104 110 r� I0OB3 10084 88 94 �. 10064 HH6 Ill 117 ^' HH6 10085 14 20 r - HH6 HH7 70 76 HH7 10086 23 29 Hl 100137 56 62 W CONT s 200 HH8 16 22 Hl 200A1 76 82 200A1 20OA2 103 109 G.7 20OA2 200A3 98 104 20OA3 20CA4 98 104 20OA4 20CA5 98 104 20OA5 20OA6 1181 124 HH8 HH9 217 223 HH9 20081 52 58 200B1 20082 93 99 20082 20083 93 99 20083 20084 96 102 20084 20085 88 94 20085 HHIO 78 84 HHIO 20086 18 24 HHIO HH11 53 59 HH11 200137 112 118 H10 20088 141 147 8 20089 94 100 2 HH12 100 106 HH12 200810 63 69 200BIO 200811 114 120 200811 200B12 100 106 200812 200813 95 101 TOTALT 5604 PROJECT NO: 091023 DESIGNED BY:3. SEVERS NO DATE BY REVISION OBBDRIPT1ON LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516371--70-52 PROJECT DATE: CHECKED BY: 5. SEVERS CAD DATE: 212112012 2:52:41 PM DRAWN BY: T AVENUE LAD FILE: K:\CR\IE\2009\091023\CAD\Plana\091023_COI.sht ��� FROM KIRKWOOD AVENUE TO ISC.27 IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF LIST OF WATER MAI BANDONMENT STATION TABULATION OF CULVERT ABANDONMENT FOTH•1+ to+-lo From Location To SlNie pi 01a, (Inches) Length (Feet) tes 07-15-97 0.067 DRIVE FLARE 38+32 120.03 41+38 12023 RT RT/LT 16 6 ADJUSTMENT OF FIXTURES CY OF PLOWABLE MORTAR - SEE SHEET 1.07 OF PLOWABLE MORTAR - SEE SHEET L04 I80.80 183+36 RT 6 300 IST AVE, FIL TH 3 CY OF PLOWABLE MORTAR - SEE SHEET 1.08 24" RCP CONNECTING TO SYC. 27.5 PIPE IS 213' L CONNE DRIVE RADIUS 24+44.5 24+63 L TO STRUCTURE AT *09, 24+% 25+04.5 L 0.244 18.6 R ON SYCAMO MODIFIED 27+37 L 0.029 DRIVE FLA 27+69 27.74 L 0.106 DRIVE F No. Location Station Type of Fixture 4' LT Existing Proposed Total Remarks -0.11 D RAO IUS 32+37 32+40 L 0.058 _ IVE FLARE 32.76.5 32+79.5 L 0.059 DRIVE FLARE 33+91 34+08 L 0.2 Elevation Elevation Adjustment 34+% L 1. STREET RADIUS 36+35.5 36+45.4 L 0.145 IXi1VE FLARE 36+72.8 36+77.8 L 0.0% D.OS 37+92.5 37+97 L 0.096 DRIVE FLARE 38+31 38+35 L 0.098 DRIVE FLARE 39+05.5 39+13.5 L 0.125 DRIVE FLARE 39+38.5 39+45 L 0.115 _ DRIVE FLARE 20 26+68, 25' RT SANITARY MANHOLE 695.25 695.12 -0.13 4I+69.5 L 0.453 STREET RADIUS 42+27 42+50.5 L 0.306 DRIVE RADIUS SHRUB 1.3 10 SHRUBS IN CLOSE PROXIMITY K IRKM000 - TOC B" DIA. 66.3 17 TREES IN KIRKWOOD PARKAOE/PARKING LOT 22+90, 31' RT - TDC, 12" DIA. 6.7 D.oa 33' RT - TDC, 30" DIA. 29 23+02, 33' RT - TDC. 24" DIA. 22 23*07, 31' RT - IDC, 10" DIA. 6 43+61, 19' LT SANITARY MANHOLE 696.12 6%.54 0.42 ROTATE CONE SECTION i0 LOCATE LID WITHIN PYNT (OUTSIDE OF DIA. 22 23+75, 33' RT - IDC, 24" DIA. 22 26+37, 34' RT - TDC, 10" DIA. 6.7 29+05, 34' RT - IDC, 5" DIA. 4.8 3 TREES OF 5" DIA IN CLOSE PROX. SHRUB 0.3 2 SHRUBS IN CLOSE PROXIMITY 1 33+85, 45' RT - TDC, ]5" DIA. 9.4 36+87, 31' RT - TDC. 5" DIA. 1.6 SHRUB 0.5 4 SHRUBS IN CLOSE PROXIMITY 38+67, 32' RT - TDC, 5" DIA. 1.6 - 39+10 32' RT - TDC, 5" DIA. i.6 _ 39+48, 34' RT - TDC, 8" DIA. 3.9 SHRUB 0.4 3 SHRUBS IN CLOSE PROXIMITY - 42+60, 33' RT - TOC 18" DIA. 13.5 42+85, 37' RT - TOC, 36" DIA. 50 43+10, 35' RT - TOC, 24" DIA. 22 43+02, 37' LT - TOC, 12" DIA. 6 J 43+48, 37' LT - TOC, 14" DIA. 9.4 43.73, 36' Li - IOC, 14" DIA. 9.4 •97, 35' LT - TDC, 12" DIA. 6.7 8, 36' LT - TOC. 18" DIA. 13.5 44+ 36' LT - IDC, 16" DIA. 13.5 DGE, 56 LF 16.8 56 LF ATA RATE OF 30 UNITS/STA 43+68, 3 T - TDC, 18" DIA. 13.5 43*69, 49' TDC, 18" DIA. 13.5 44+08, 35' Ri - 18" DIA. 13.5 44+58, 98' RT - 4" DIA. 9.4 44+09 49' RT - TDC. DIA. 22 44+68 48' RT - TDC, 24 22 SHRUB 0.2 2 SHRUBS IN CLOSE PROXIMITY TOTAL UNITS N 0 N :r 1 �+ t W „ O ' 6�{ EI1 L Ole PROJECT N0, 09[023 DESIGNED Bn 5. SOVER3 NO DATE By REVISION DESCRIPTION STP-U-3715)637)--70-52 PROJECT DATE: CNECKED BY, s. sovERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, 2/21/2012 2,52:A2 PM ORAMN Bri �� FROM KIRKWOOD AVENUE TO IST AVENUE C 28 CAD PILE, %:\CR\IE\2009\091023\CAD\Plem\09I023AOLaM1L IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF LIST OF WATER MAI BANDONMENT STATION TABULATION OF CULVERT ABANDONMENT FOTH•1+ 9-22-09 From Location To SlNie pi 01a, (Inches) Length (Feet) tes 07-15-97 0.067 DRIVE FLARE 38+32 120.03 41+38 12023 RT RT/LT 16 6 525 30 '- I E. FILL WITH 28 SPeuCE (S LL WITH 1 CY CY OF PLOWABLE MORTAR - SEE SHEET 1.07 OF PLOWABLE MORTAR - SEE SHEET L04 I80.80 183+36 RT 6 300 IST AVE, FIL TH 3 CY OF PLOWABLE MORTAR - SEE SHEET 1.08 24" RCP CONNECTING TO SYC. 27.5 PIPE IS 213' L CONNE DRIVE RADIUS 24+44.5 24+63 L TO STRUCTURE AT *09, 24+% 25+04.5 L 0.244 18.6 R ON SYCAMO 27+31 27+37 L 0.029 DRIVE FLA 27+69 27.74 L 0.106 DRIVE F CUB LINEN 28+55.5 7 45+81, 4' LT SANITARY MANHOLE 696.48 696.37 -0.11 D RAO IUS 32+37 32+40 L 0.058 _ IVE FLARE 32.76.5 32+79.5 L 0.059 DRIVE FLARE 33+91 TABULATION OF LIST OF WATER MAI BANDONMENT STATION TABULATION OF CULVERT ABANDONMENT FOTH•1+ 9-22-09 From Location To SlNie pi 01a, (Inches) Length (Feet) tes 07-15-97 0.067 DRIVE FLARE 38+32 120.03 41+38 12023 RT RT/LT 16 6 525 30 '- I E. FILL WITH 28 SPeuCE (S LL WITH 1 CY CY OF PLOWABLE MORTAR - SEE SHEET 1.07 OF PLOWABLE MORTAR - SEE SHEET L04 I80.80 183+36 RT 6 300 IST AVE, FIL TH 3 CY OF PLOWABLE MORTAR - SEE SHEET 1.08 24" RCP CONNECTING TO SYC. 27.5 PIPE IS 213' L CONNE DRIVE RADIUS 24+44.5 24+63 L TO STRUCTURE AT *09, 24+% 25+04.5 L 0.244 18.6 R ON SYCAMO 27+31 27+37 L 0.029 TABULATION OF CURB REMOVAL IID-+ 07-28-% Ilo-9 STATION TABULATION OF CULVERT ABANDONMENT REMARKS 18+78 18+86 L 0.092 DRIVE FLARE 19+30 • Nota Dltl Item. 07-15-97 0.067 DRIVE FLARE FILL MATERIAL 4" PERFORATED 20+22 L LOCATION STATION DESCRIPTION PLOWABLE MORTAR GRANULAR BACKFILL SUBDRAIN ■ REMARKS 0.153 DRIVE FLARE 22+54.5 Cu. Yds. To Lin. Ft.00000 0.306 DRIVE RADIUS LHR STA. 23+82 20.75'R 24" RCP CONNECTING TO SYC. 27.5 PIPE IS 213' L CONNE DRIVE RADIUS 24+44.5 24+63 L TO STRUCTURE AT *09, 24+% 25+04.5 L 0.244 18.6 R ON SYCAMO 27+31 TABULATION OF CURB REMOVAL IID-+ 07-28-% STATION TO STATION SIDE LENGTH Statlorm REMARKS 18+78 18+86 L 0.092 DRIVE FLARE 19+30 19+37 L 0.067 DRIVE FLARE 20+17 20+22 L 0.143 _ DRIVE FLARE 20+45.5 20+73 L 0.153 DRIVE FLARE 22+54.5 22+70.6 L 0.306 DRIVE RADIUS 23+02.5 23+13 L 0.266 DRIVE RADIUS 24+44.5 24+63 L 0.316 DRIVE RADIUS 24+% 25+04.5 L 0.244 DRIVE RADIUS 27+31 27+37 L 0.029 DRIVE FLA 27+69 27.74 L 0.106 DRIVE F 28+50 28+55.5 L 0.16 DR IV ADII I' 28+90.5 29+04.5 L 0.196 D RAO IUS 32+37 32+40 L 0.058 _ IVE FLARE 32.76.5 32+79.5 L 0.059 DRIVE FLARE 33+91 34+08 L 0.2 STREET RADIUS 34+61 34+% L 1. STREET RADIUS 36+35.5 36+45.4 L 0.145 IXi1VE FLARE 36+72.8 36+77.8 L 0.0% DRIVE FLARE 37+92.5 37+97 L 0.096 DRIVE FLARE 38+31 38+35 L 0.098 DRIVE FLARE 39+05.5 39+13.5 L 0.125 DRIVE FLARE 39+38.5 39+45 L 0.115 _ DRIVE FLARE 40+04 40+46.5 L 0.446 STREET RADIUS 41+30 4I+69.5 L 0.453 STREET RADIUS 42+27 42+50.5 L 0.306 DRIVE RADIUS TABULATION OF RB REMOVAL I 03 -28 - STATION TO ON SIDE LENGTH Stations REMARKS 42+75 42+93.5 L 0.262 DRIVE RADIUS 44+18 44+33.5 L 0.212 DRIig SHRUB 44+73 L 0.225 DRI +5345+60 4+30 L 0.111 DRI 45+81 45+90 L O.I23 ORI 46+41.5 46+50 L 0.119 DRIVE FLARE 46+73 46+81.5 L 0.118 DRIVE FLARE 46+31 48+35 L 2.039 STREET CURB 171+20.5 171+97.5 R 0.77 STREET CURB 130+25.15 130+35.39 L 0.102 SYCAMORE ST. 129+57.08 129+74.08 L 0.17 SYCAMORE ST. 129+35.66 129+54.16 R 0.185 SYCAMORE ST. 128+96.09 129+16.59 L 0.205 SYCAMORE ST. 128+40.68 128+58.68 L 0.18 SYCAMORE ST. 127+87.03 128+00.19 L 0.1316 SYCAMORE ST. 127+09.79 127+27.29 R 0.175 SYCAMORE ST. 148+40.89 148+65.89 R 0.25 DEFOREST AVE. 148+78.72 148+65.89 R 0.18 DEFOREST AVE. 149+41.31 149+59.31 R 0.18 DEFOREST AVE. 150+04.91 150+22.91 R 0.18 DEFOREST AVE. 13.5 10+42, 32' RT - TD DIA. 50 10+46, 31' R 12" DIA. 6.7 10+49, - TDC, 24" DIA. 22 TREE REMOVAL FOTH-w 0 o -as LOCATION N0. REMARKS SHRUB 0.4 3 SHRUBS IN CLOSE PROXIMITY 4+30 38' LT - TOC, 20" DIA. 22 4+74, 41' LT - TOC, 36" DIA. 50 4+96 34' LT - TOC, 28" DIA. 29 5+37, 31' LT - TOC, 30" DIA. 29 5+72 45' LT - TOC. 48" DIA. 80 SHRUB 0.1 HEDGE, 12 LF 3.6 12 LF A 30 UNITS/STA 8+65, 34' LT - TOC. 18" DIA. 13.5 SHRUB 0 9+54, 34' LT - TOC, 18" DIA. 9+59, 34' LT - TDC, 18" 13.5 10+42, 32' RT - TD DIA. 50 10+46, 31' R 12" DIA. 6.7 10+49, - TDC, 24" DIA. 22 SHRUB 1.3 10 SHRUBS IN CLOSE PROXIMITY K IRKM000 - TOC B" DIA. 66.3 17 TREES IN KIRKWOOD PARKAOE/PARKING LOT 22+90, 31' RT - TDC, 12" DIA. 6.7 22+93, 33' RT - TDC, 30" DIA. 29 23+02, 33' RT - TDC. 24" DIA. 22 23*07, 31' RT - IDC, 10" DIA. 6.7 23*28, 32' RT - IDC, 24" DIA. 22 23+75, 33' RT - IDC, 24" DIA. 22 26+37, 34' RT - TDC, 10" DIA. 6.7 29+05, 34' RT - IDC, 5" DIA. 4.8 3 TREES OF 5" DIA IN CLOSE PROX. SHRUB 0.3 2 SHRUBS IN CLOSE PROXIMITY 1 33+85, 45' RT - TDC, ]5" DIA. 9.4 36+87, 31' RT - TDC. 5" DIA. 1.6 SHRUB 0.5 4 SHRUBS IN CLOSE PROXIMITY 38+67, 32' RT - TDC, 5" DIA. 1.6 - 39+10 32' RT - TDC, 5" DIA. i.6 _ 39+48, 34' RT - TDC, 8" DIA. 3.9 SHRUB 0.4 3 SHRUBS IN CLOSE PROXIMITY - 42+60, 33' RT - TOC 18" DIA. 13.5 42+85, 37' RT - TOC, 36" DIA. 50 43+10, 35' RT - TOC, 24" DIA. 22 43+02, 37' LT - TOC, 12" DIA. 6 J 43+48, 37' LT - TOC, 14" DIA. 9.4 43.73, 36' Li - IOC, 14" DIA. 9.4 •97, 35' LT - TDC, 12" DIA. 6.7 8, 36' LT - TOC. 18" DIA. 13.5 44+ 36' LT - IDC, 16" DIA. 13.5 DGE, 56 LF 16.8 56 LF ATA RATE OF 30 UNITS/STA 43+68, 3 T - TDC, 18" DIA. 13.5 43*69, 49' TDC, 18" DIA. 13.5 44+08, 35' Ri - 18" DIA. 13.5 44+58, 98' RT - 4" DIA. 9.4 44+09 49' RT - TDC. DIA. 22 44+68 48' RT - TDC, 24 22 SHRUB 0.2 2 SHRUBS IN CLOSE PROXIMITY TOTAL UNITS TABULATION OF TABULATION OF SIDEWALK REMOVAL RELOCATION 110-5 10-13-72 STATION TO STATION NO. AREA 5 . Yds. REMARKS PROPOSED LOCATION STATION OFFSET 107+75 D.oa 107+86 1+85.9 11.5 PCC SIDEWALK 3112 107+75 14 107+86 13' RT 68.1 ACC SIDEWALK PARCEL #41 - 107+77 LOWER MUSCATINE 107+84 20+50 4.6 PCC SIDEWALK 5515 2+00 LT 2+26 LT 11.3 PCC SIDEWALK 5469 2+61 LT 11+72 LT 208.9 PCC SIDEWALK PARCEL #39 - 3+15 LT 24+72 13' RT 30.6 CHURCH SIDEWALK TO LMR PARCEL #38 - 1+83 RT 3+60 RT 75.7 iPCC SIDEWALK PARCEL #37 - 70+26 LT 71+14 LT 37.0 IFRANKLIN ST., PCC SIDEWALK PARCEL #37 - 70+26 RT 70+96 RT 29,1 IFRANKLIN ST., PCC SIDEWALK 198 4+03 RT 7+99 RT 174.2 IPCC SIDEWALK 19 4+18 LT 1 ' RT 35.9 ITRAIL REMOVAL, ACC SIDEWALK PARCEL # 5+97 RT 210+8 4.8 PCC SIDEWALK TO USE 279 7+30 RT " 125+80 7.3 PCC SIDEWALK TO 284 81+62 LT 81+92 LT 12.8 ASH ST., PCC SIDEWAL 1084 81+17 RT 81+41 RT 10.2 ASH ST., PCC SIDEWALK 317 8+46 RT 12+44 RT 176.3 PCC SIDEWALK 547 9+85 RT 183+53 9.7 PCC SIDEWALK TO HOUSE 610 95+66 LT 96+09 LT 19.4 PINE ST NORTH, PCC SIDEWALK 593 95+05 RT 96+09 RT 42.2 PINE ST NORTH, PCC SIDEWALK 22197 100+75 LT 101+10 LT 15.4 GINTER, PCC SIDEWALK 100+64 RT 101+12 RT 27.6 GINTER, PCC SIDEWALK MIDAMERICAN NORTH - INCLUDES REMOVAL OF EXIST. DRIVE, MIDAM LOOP, & 89+05 LT 89+31 LT 11.3 PINE ST SOUTH, PCC SIDEWALK KIRKWOOD LEARNING CENTER PARKING LOT 89+15 RT 89+37 RT 14.3 PINE ST SOUTH, PCC SIDEWALK MIDAM STORAGE LOT FOR RETAINING WALL 12+20 LT 15+27 LT 134.8 PCC SIDEWALK IPATCHING NORTH OF FIRST AVE IN SYCAMORE PARKING LOT 12+96 RT 16+90 RT 176.9 PCC SIDEWALK PATCHING IN SYCAMORE MALL PARKING LOT, SOUTH OF LMR 15+90 RT TOTAL 5.1 PCC SIDEWALK TO HOUSE 110+31 LT 110+55 LT 10.9 SPRUCE NORTH, PCC SIDEWALK 110+31 RT 110+55 RT 17.8 SPRUCE NORTH, PCC SIDEWALK 210+82 LT 211+23 LT 18.0 FRIENDLY AVE, PCC SIDEWALK 210+82 RT 211+37 RT 31.7 FRIENDLY AVE, PCC SIDEWALK 120+23 LT 120+69 LT 23.7 iSPRUCE SOUTH, PCC SIDEWALK 15+52 LT 20+22 LT 214,1 IPCC SIDEWALK 20+05 LT 6.6 PCC CONNECTING SIDEWALK 19+84 LT 20+19 LT 50.9 PCC SIDEWALK, MID AM ENTRANCE 18+95 LT 19+62 LT 75,4 PCC SIDEWALK, MID AM ENTRANCE 20+22 LT 22+70 LT 108.5 PCC SIDEWALK 20+86 RT 23+56 RT 120.4 PCC SIDEWALK 125+88 LT 125+97 LT 4.8 SYCAMORE, PCC SIDEWALK 125+89 RT 128+77 RT 131.5 SYCAMORE. PCC SIDEWALK 128+77 RT 132+70 RT 175.5 SYCAMORE, PCC SIDEWALK 130+64 LT 132+02 LT 69.3 SYCAMORE, PCC SIDEWALK 132+26 LT 132+89 LT 38.3 SYCAMORE, PCC SIDEWALK 145+99 LT 146+08 LT 5.2 DEFOREST, PCC SIDEWALK 145+67 RT 146+00 RT 17.0 DEFOREST, PCC SIDEWALK 146+41 RT 151+42 RT 241.9 DEFOREST, PCC SIDEWALK 150+55 LT 151+42 LT 38.7 DEFOREST, PCC SIDEWALK 23+02 LT 24+64 LT 190.2 PCC SIDEWALK, INCLUDES SIDEWALK AT KIRK 24+96 LT 28+54 LT 317.5 PCC SIDEWALK 24+06 RT 25+12 RT 46.5 PCC SIDEWALK 25+32 RT 1 26+56 RT 58.5 PCC SIDEWALK 26+81 RT 27+72 RT 45.7 PCC SIDEWALK 28+95 LT 32+42 LT 166.7 PCC SIDEWALK 32+76 LT 34+03 LT 63.1 PCC SIDEWALK 170+25 LT 171+19 LT 41.5 MALL DR., PCC SIJVnK 170+54 RT 171+03 AT 22.2 MALL OR., PCC WALK 34+76 LT 37+97 LT 142 PCC SIDEWAL 35+65 LT 27.1 PCC SIDEWALK TO PARKING LOT 38+30 LT 40+66 LT 108.6 PCC SIDEWALK 185+07 LT 185+54 LT 21.8 FIRST AVE., PCC SIDEWALK 185+00 LT 185+54 RT 24.5 FIRST AVE., PCC SIDEWALK 41+29 LT 45+22 LT 176.4 PCC SIDEWALK 41+31 RT 45+32 RT 177.4 PCC SIDEWALK 165+02 LT 8.4 MIDAM KIRKWOOD, PCC SIDEWALK 165+12 RT 25.9 MIDAM KIRKWOOD. PCC SIDEWALK 33.2 SOUTH OF MIDAMERICAN KIRKWOOD, ADJACENT TO PAVEMENT TOTAL 1 4463 TABULATION OF MAILBOX RELOCATION Ilol 71 FOTH-15 6-13-05 NO. EXISTING STATION LOCATION OFFSET PROPOSED LOCATION STATION OFFSET REMARKS D.oa 1+85.9 12+25 ACC/PCC 3112 REMOVE WATER VALVE 14 21+83 13' RT 22+03 1 21' RT PARCEL #41 - IOWA CITY LOWER MUSCATINE 20+50 34+00 PCC 5515 32' LT D.05 C`5 34+00 46+30.9 PCC 5469 21 24+14 12' RT 24+13 21' RT PARCEL #39 - LENZ 22 24+72 13' RT 24+69 21' RT PARCEL #38 - SHULTZ 23 25+37 13' RT 25+37 21' RT PARCEL #37 - SHULTZ 24 26+01 13' RT 26+01 21' RT PARCEL #37 - WONG PINE S 100+45 101+00 PCC 198 D.08 " 7J +15 110+80 PCC 19 24+83, SPRUCE Ni- +4 ' RT 45+40 9' RT PARCEL # WACITY] 6:m NO 0.1iE BY fEYISION DESCRIPTION REMOVAL OF PAVEMENT Refer to Tabulation 102-5 * Not a Bid Item Ilol 71 NO. 04 -19 -OS Station to Station Pavement Type Area Saw Cut* (Sq. Yds.) (Lin. Ft.) Intakes and Utility Accesses (No.) Remarks 1+85.9 12+25 ACC/PCC 3112 REMOVE WATER VALVE LOWER MUSCATINE ROAD 3 12+25 20+50 PCC 2394 1.03 LOWER MUSCATINE 20+50 34+00 PCC 5515 32' LT LOWER MUS ROAD C`5 34+00 46+30.9 PCC 5469 LO ATINE ROAD I5+56, 70+06 71+00 PCC 315 OMKL IN ..�' 80+97 81+75 PCC 282 REMOVE WATER VALVE ASH 3 95+25 96+09 PCC 293 9 PINE N _ 88+77 89+75 PCC 347 19' RT PINE S 100+45 101+00 PCC 198 GINTER " 7J +15 110+80 PCC 19 24+83, SPRUCE Ni- 2'X2' RCP BOX, 68' 12VII& 120+75 PCC 19' RT 7' RT REMOVE WATER VALVE 4.5'X2.5' RCP BOX 65' SPRUCE S 210+8 211+25 PCC 279 FRIENDLY " 125+80 126+50 284 HIGHLAND 130+84 132+92 PCC 1084 SYCAMORE 150+49 +5 PCC 317 DEFOREST 170+25 I PCC 547 MALL DRIVE 183+53 4+3 PCC 610 FIRST AVE 184+74 185+54 PCC 593 FIRST AVE TOTAL 22197 ADDITNUL DRIVEWAY PAVEMENT REMOVAL 200+15 202+93 ACC 1759 MIDAMERICAN NORTH - INCLUDES REMOVAL OF EXIST. DRIVE, MIDAM LOOP, & MIDAM YARD PCC rNL872 KIRKWOOD LEARNING CENTER PARKING LOT PCC MIDAM STORAGE LOT FOR RETAINING WALL 182+85 183+21 ACC 13 IPATCHING NORTH OF FIRST AVE IN SYCAMORE PARKING LOT 200+15 202+93ACC 25 PATCHING IN SYCAMORE MALL PARKING LOT, SOUTH OF LMR TOTAL 5737 6:m D s". -Ti PROJECT NO: 091023 CHECKED Y: S. SOVERS PROJECT CITE, CHECKED BY: S. SOVERS CAD DATE, 2/21/2012 2:52:42 PM DMWN 9Y, CAD FILE, Y,\CR\IE\2009\091023\CAO\Plana\091023_COLeNt NO 0.1iE BY fEYISION DESCRIPTION REM OV AS PER PLAN FOTH-16 6-13-85 NO. LOCATION OESCRIPT REMARKS 1.01 2 3+88, 32' LT REMOVE WATER VALVE 3 4+07, 24' LT REMOVE WATER VALVE 1.03 1 12+23, 32' LT REMOVE WATER VALVE 10 13+20, 12' RT REMOVE WATER VALVE 12 I5+56, 12' RT REMOVE WATER VALVE 1.04 2 16+86, 34' RT REMOVE WATER VALVE 3 16+85, 39' RT REMOVE WATER VALVE 9 17+73, 19' RT REMOVE WATER VALVE 11 21+04, 19' RT REMOVE WATER VALVE 1.05 3 24+75, 23' RT REMOVE WATER VALVE 5 24+83, 20' LT 2'X2' RCP BOX, 68' 12 1.07 6 28+39, 37+67 19' RT 7' RT REMOVE WATER VALVE 4.5'X2.5' RCP BOX 65' D s". -Ti PROJECT NO: 091023 CHECKED Y: S. SOVERS PROJECT CITE, CHECKED BY: S. SOVERS CAD DATE, 2/21/2012 2:52:42 PM DMWN 9Y, CAD FILE, Y,\CR\IE\2009\091023\CAO\Plana\091023_COLeNt NO 0.1iE BY fEYISION DESCRIPTION #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371518371-70-52 ESTIMATED PROJECT QUANTITIES SHEET N0. C 29 ol REMOVAL AND UTILITY OF INTAKE ACCESSES Ilo-z LE13-7z Location DESCRIPTION REMARKS Description Disposal 3+60, 40' LT REMOVE SANITARY SEWER MANHOLE 3+76, 5' RT REMOVE SANITARY SEWER MANHOLE 5 6+54, 18' LT REMOVE STORM SEWER INTAKE 8 6+55, 8' RT REMOVE STORM SEWER INTAKE C '30 I I 6+54, 20' RT REMOVE STORM SEWER MANHOLE ESTIMATED PROJECT QUANTITIES 6+67, 264' LT REMOVE STORM SEVER MANHOLE 8+07, 12' RT REMOVE SANITARY SEWER MANHOLE 12+53, 12' RT REMOVE SANITARY SEWER MANHOLE 12+64, 19' RT REMOVE STORM SEWER MANHOLE 12+72, 51' RT REMOVE STORM SEWER INTAKE -4 13+04, IS' RT REMOVE STORM SEWER INTAKE 16+82, 17' RT REMOVE STORM SEWER INTAKE 17+20, 48' RT REMOVE STORM SEWER INTAKE 17+57, 17' RT REMOVE STORM SEWER INTAKE 23+82, 21' RT REMOVE STORM SEWER MANHOLE 24+84, 15' RT REMOVE STORM SEWER MANHOLE 24+85, 54' LT REMOVE STORM SEWER MANHOLE 24+89, 208' 1 REMOVE STORM SEWER INTAKE 25+47, 16' LT REMOVE STORM SEWER INTAKE 25+49, 13' RT REMOVE STORM SEWER INTAKE 33+86, 21' LT REMOVE STORM SEWER INTAKE 33+75, 31' RT REMOVE STORM SEWER INTAKE 34+61, 22' LT REMOVE SANITARY SEWER MANHOLE 37+03, 28' RT REMOVE STORM SEWER INTAKE 37+01, 26' LT REMOVE STORM SEWER INTAKE 37+72, 34' RT REMOVE STORM SEWER STRUCTURE 37+79, 34' LT REMOVE STORM SEWER STRUCTURE 38+46, 22' LT REMOVE STORM SEWER INTAKE 38+47, 28' RT REMOVE STORM SEWER INTAKE 39+60, 20' LT REMOVE SANITARY SEWER MANHOLE 40+47, 20' LT REMOVE SANITARY SEWER MANHOLE 40+67, 82' RT REMOVE STORM SEWER INTAKE 41+16. 71' RT REMOVE STORM SEWER INTAKE 41+13, 14' RT REMOVE STORM SEWER MANHOLE 41+12, 30' LT REMOVE STORM SEWER MANHOLE 41+75, 15' LT REMOVE STORM SEWER INTAKE 41+70, 15' RT REMOVE STORM SEWER INTAKE 130+09, 19' RT REMOVE STORM SEWER INTAKE 130+11, 19' LT REMOVE STORM SEWER INTAKE 125+43, 26' RT REMOVE STORM SEWER MANHOLE 125+42, 19' RT REMOVE STORM SEWER INTAKE 125+42, 18' LT REMOVE STORM SEWER INTAKE 125+40, 25' LT REMOVE STORM SEWER INTAKE ol TABULATION STORM SEWER REMOVAL FOTH 17 e5 NO. LOCATION DESCRIPTION REMARKS 1.02 STP -U-3716(637)-70-52 SHEET W 1 6+57, 63' LT 24" X 247' RCP 3 6+55, 6' LT 24" X 26' RCP LOWER MUSCATINE ROAD IMPROVEMENTS 5 6+54, 14' RT 24" X 12' RCP 6A 6+22, 20' RT 10" X 100' VCP 8 7+79. 20' AT 24" X 610' RCP FROM KIRKWOOD AVENUE TO IST AVENUE I It 7+12, 330' LT 24" X 172' RCP C '30 I I 1.03 3 12+51. 33' RT 15" X 58' RCP ESTIMATED PROJECT QUANTITIES 5 12+69, 36' RT 15" X 34' RCP 7 12+84, 19' RT 15" X 40' RCP 13 14+93, 18' RT 15" X 376' RCP 1.04 5 17+02, 33' RT 15" X 47' RCP 7 17+21. 17' RT 15" X 70' RCP 1.05 2 24+34, 18' RT 24" X 100' RCP ~ - 7 8 24+86, 90' LT 25+15. 15' LT 24" X 155' RCP 15" X 60' RCP -4 9 25+16, 14' RT 15" X 60' RCP 1.06 3 34+09, 21' LT 15" X 312' RCP - fY 5 34+09, 50' RT 24" X 69' RCP 1.07 3 37+02, V RT 12" X 51' RCP 5 37+39, 31' LT 15" X 70' RCP 8 37+87, 53' LT TWIN 36" RCP 38+13, 27' LT 15;tI RCP 38+47, 3' RT X 47' RCP 22 1.08 2 4 2003+32, 8' LT 40+91, 77' RT 41+19, 81' RT TWIN 36" X 24' HOPE 12" X 46' RCP 6" X 25' CLAY 5 +15, 4 12" X 55' RCP 7 9 10 12 13 I. 1.10 2 4 5 7 9 II LT LT 41+43, T 41+76. 27' 41+72, 0' RT 24+89, 212' LT 130+10. 0' RT 130+10. 24' LT 128+32. 28' RT 125+42. 23' RT 125+42, 0' RT 125+41, 22' LT 12" X 44' RCP 18" X 58' RCP 15" X 65' RCP 12" X 14' RCP 12" X 26' RCP 24" ARCH X 10' RCP 18" X 33' RCP 18" X 9' RCP " X 455' RCP 2T%6' RCP 24" RCP 24" % 6 _ 125+32 18" LT I8" X 12' ol TABULATION OF PAVEMENT MARKING REMOVALS MODIFIED BCYI Broken Center Line (Yellow) wr4 No -Passing Zone LI ellor) fX:Y4 Double Center Line (Yellow) AW4 BrolAen Lane (Whltel ELv4 Edge Llne Right (White) ELY4 Edge Llne Left (Yellow) oLv4 Dotted Line (White) arWe Channell zing Line (White) Avg St a (Whltel Av4 Solid Lane Llne (White) ane Channell zlnp Llne (Yellov) a.Y6 Crossral (Whltel siY6 Ye low Curt YLv2 Yield Llne (White) siv6 White Curb OOY4 Double Dotted Line (Yellow) Road Station to Statlon Identification R Remarks H0: III DESIGNED BY: S. MER" JIM[ BATE IBY REVISION DESCRIPTION STP -U-3716(637)-70-52 SHEET W PRBJECT DATE: CHECKED BY: 5. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS IPROJECT CAD DATE, 2/21/2012 2,52.43 PM ORAVN BH #Foth I FROM KIRKWOOD AVENUE TO IST AVENUE I I C '30 I I CAD FILE: XnCR\IE\20o9\091023\CAD\Plein\091023-Co 1.Mt IOWACITY. IOWA ESTIMATED PROJECT QUANTITIES TABULATION TABULATION OF SILT FENCES -100-I7 II -10-83 lao-IT Side Length (Lin. t.l Remarks 27+14.00 20.50' RT 31.5 EC -201 PG. 3 II-10-83 12.50' RT 31.5 EC -201 PG. 3 DEFRSi 151+17.00 12.50' LT Location Station Side P . Length Remarks 20.50' LT 31.5 EC -201 P 3 26+23. 0 20.50' RT 31.5 EC -201 PG. 3 (Lin. t.) 45.00' LT 3 .5 EC- P 23+44.00 20.50' LT 31.5 EC -201 PG 1+92.00 15.50' LT 31.5 EC-201 PG. 3 3 4+87. 20.5 ' RT 31.5 PG. 3 24+85.00 1+92.00 .50' RT 31.5 EC-201 PG. 3 24.50' LT C- P 3 KIRK 160+53.00 14.60' RT 3+34.00 1 RT 31.5 EC-201 PG. 3 3 .5 EC -2 P KIRK 162+5 .50 18.50' 3 .5 EC -201 FRNK ST 70+68.00 KIRK 164.21.50 31.5 EC-201 PG. 3 P KIRK 164.21.50 2.50' RT 31.5 C- P . FRNK ST 70+68.00 12.50' RT 31.5 EC-201 PG. 3 MCO 30+82.5 35.80' RT 31.5 P 3 MCO 3I+ 35.70' 4+30.00 15.50' R 31.5 EC-201 PG. 3 RT 31.5 EC -201 PG. 3 32+79.00 35.60' RT 31.5 SYC ST 125+39.00 16.50' RT 31.5 EC-201 PG. 3 EC -201 PG. 3 31+13.00 20.50' LT 31.5 EC -201 PG. SYC ST 125+41.00 26.00' LT 31.5 EC-201 PG. 3 3 33+42.00 21.28' LT 31.5 EC -201 PG. N 0 33+42 00 SYC ST 125+39.00 16.50' LT .5 EC-201 PG. 3 20.50' RT 31.5 EC -20I PG. +85.00 N LT SYC ST 127+75.00 16.50' RT EC-201 PG. 3 31.5 EC -201 PG. 3 SYC ST 127+75.00 16.50' LT 31. EC-201 PG. 3 T + EC -201 SYC ST 130+08.00 16.50' RT 31.5 EC-201 PG. 3 q --a SYC ST 130+08.00 16.50' LT�l 31.5 C-201 PG. 3 P SYC ST 131+68.00 18.50' RT 31.5 01 PG. 3 P jN17,99' �n SYC ST 131+68.00 18.50' LT 31.5 EC- PG. 3 SYC ST 126+25.00 16.50' RT 31.5 EC-20 3 SYC ST 126+25.00 16.50' LT 31.5 EC-201 P d EC -201 19+60.00 20.5' LT 31.5 EC-201 PG. 31.5 EC -201 PG. 3 6+98.00 .50' RT J- EC -201 19+58.00 20.5' RT 31.5 EC-201 PG. 3 EC -201 PG. 3 OTFL 1001+22.50 15.0' LT 31.5 O PG. SPRUCE 120+45.00 12.50' LT 31.5 EC-201 PG. 3 PG. 3 O SPRUCE 120+45.00 12.50' RT 31.5 EC-201 PG. 3 17+75.25 21.5'LT 31.5 EC-201 PG. 3 17+75.25 15.65' LT 31.5 EC-201 PG. 3 FRND 211+05.00 12.50' RT 31.5 EC-201 PG. 3 FRND 211+05.00 12.50' LT 31.5 EC-201 PG. 3 16+66.50 15.50' RT 31.5 EC-201 PG. 3 16+64.50 15.50' LT 31.5 EC-201 PG. 3 15+79.00 15.50' RT 31.5 EC-201 PG. 15+77.00 15.50' RT 31.5 EC-201 3 ft G INTER 100+90.00 12.50' LT 31.5 EC- G. 3 GIN TER 100+90.00 12.50' RT 31.5 01 PG. 3 PINE 89+20.00 12.50' LT 31.5 C-201 PG. 3 PINE 89+20.00 12.50' RT 31.5 EC-201 PG. 3 13+19.00 15.50' RT 31. EC-201 PG. 3 13+17.00 15.50' LT EC-201 PG. 3 31.5 EC-201 12+07.00 15.50' RT 1.5 EC-20I PG. 3 11+15.00 15.50' RT 31.5 EC-201 PG. 3 I1+13.00 15.50' LT 31.5 EC-201 PG. 3 9+03.00 15.50' 31.5 EC-201 PG. 3 9+01.00 15.5 T 31.5 1000+50 CIL OESIG PROJECT M0: 091029 OESCXED BY. S. SOVERS NO GATE By (IEVISIOd OESCRIPi10N LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52 SIEET W. PROJECT Dere: O er: S. soyERs *-v CAD DATE: 2/218012 2:52.43 PM ORAYH ar: �� FROM KIRKWOOD AVENUE TO 1ST AVENUE C.31 CAD FILE: %,\CR\IE\2CW\091023\CAD\Plne\091023A0 UM1t IOWACITY,IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF SILT FENCES -100-I7 II -10-83 Location Station Side Length (Lin. t.l Remarks 27+14.00 20.50' RT 31.5 EC -201 PG. 3 OEFRST 151+17,00 12.50' RT 31.5 EC -201 PG. 3 DEFRSi 151+17.00 12.50' LT 31.5 EC -201 P . 26+25.00 20.50' LT 31.5 EC -201 P 3 26+23. 0 20.50' RT 31.5 EC -201 PG. 3 23+00.76 45.00' LT 3 .5 EC- P 23+44.00 20.50' LT 31.5 EC -201 PG 3+46. 0' RT 31.5 EC- 3 4+87. 20.5 ' RT 31.5 PG. 3 24+85.00 20. 0' T 3 .5 C- 0 PG. 3 160+53. 0 24.50' LT C- P 3 KIRK 160+53.00 14.60' RT .5 EC- PG. 3 KIRK 161+67.4 18.50' RT 3 .5 EC -2 P KIRK 162+5 .50 18.50' 3 .5 EC -201 P . KIRK 164.21.50 LT 31.5 EC -2 P KIRK 164.21.50 2.50' RT 31.5 C- P . MCD 29+75.00 38.50' RT 31.5 P MCO 30+82.5 35.80' RT 31.5 P 3 MCO 3I+ 35.70' RT 31.5 EC- i PG. 3 MC 4.00 35.60' RT 31.5 EC -201 PG. 3 32+79.00 35.60' RT 31.5 EC -201 PG. 3 MCD 33+44.00 35.50' RT 31.5 EC -201 PG. 3 31+13.00 20.50' LT 31.5 EC -201 PG. 3 31+13.00 20.50' RT 31.5 EC -201 PG. 3 33+42.00 21.28' LT 31.5 EC -201 PG. 3 33+42 00 20.50' RT 31.5 EC -20i PG. 3 35+85.00 20.50' RT 31.5 EC -20I PG. +85.00 20.50' LT 31.5 EC -201 PG. .50 20.50' RT 31.5 EC -201 PG. 3 F T + T + EC -201 P P P jN17,99' EC -201 PG. 3 ASH 81+24.50 RT 31.5 EC -201 PG. 3 6+98.00 .50' RT 31.5 EC -201 PG. 3 6+98.00 15.50' LT 31.5 EC -201 PG. 3 OTFL 1001+22.50 15.0' LT 31.5 EC -201 PG. 3 27+14.00 20.50' LT 31.5 EC -20I PG. 3 TABULATION OF SILT FENCES -100-I7 II -10-83 Location Station Side Length (Lin. t.l Remarks 27+14.00 20.50' RT 31.5 EC -201 PG. 3 OEFRST 151+17,00 12.50' RT 31.5 EC -201 PG. 3 DEFRSi 151+17.00 12.50' LT 31.5 EC -201 P . 26+25.00 20.50' LT 31.5 EC -201 P 3 26+23. 0 20.50' RT 31.5 EC -201 PG. 3 23+00.76 45.00' LT 3 .5 EC- P 23+44.00 20.50' LT 31.5 EC -201 PG 3+46. 0' RT 31.5 EC- 3 4+87. 20.5 ' RT 31.5 PG. 3 24+85.00 20. 0' T 3 .5 C- 0 PG. 3 160+53. 0 24.50' LT C- P 3 KIRK 160+53.00 14.60' RT .5 EC- PG. 3 KIRK 161+67.4 18.50' RT 3 .5 EC -2 P KIRK 162+5 .50 18.50' 3 .5 EC -201 P . KIRK 164.21.50 LT 31.5 EC -2 P KIRK 164.21.50 2.50' RT 31.5 C- P . MCD 29+75.00 38.50' RT 31.5 P MCO 30+82.5 35.80' RT 31.5 P 3 MCO 3I+ 35.70' RT 31.5 EC- i PG. 3 MC 4.00 35.60' RT 31.5 EC -201 PG. 3 32+79.00 35.60' RT 31.5 EC -201 PG. 3 MCD 33+44.00 35.50' RT 31.5 EC -201 PG. 3 31+13.00 20.50' LT 31.5 EC -201 PG. 3 31+13.00 20.50' RT 31.5 EC -201 PG. 3 33+42.00 21.28' LT 31.5 EC -201 PG. 3 33+42 00 20.50' RT 31.5 EC -20i PG. 3 35+85.00 20.50' RT 31.5 EC -20I PG. +85.00 20.50' LT 31.5 EC -201 PG. .50 20.50' RT 31.5 EC -201 PG. 3 F T + T + EC -201 P P P jN17,99' 0-12A uo-Iza POLLUTION PREVENTION PLAN POLLUTION PREVENTION PLAN This Base Pollution Prevention Plan (PPP) Includes Information on Roles and Responsibilities, Project Site Description. Controls. 2. OTHER CONTROLS Maintenance Procedures, Inspection Requirements. Non -Storm Water Controls, Potential Sources of Off Right -of -Way Pollution, and a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state Definitions. This plan references other documents rather than repeating the information contained In the documents. A copy of this Base and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental Pollution Prevention Plan, amended as needed per plan revisions or by contract modification, will be readily available for review, laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. All contractors shall conduct their operations In a manner that controls pollutants, minimizes erosion, and prevents sediments from 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery. entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and storage, and use. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and source of potential pollution as defined In this PPP. Paving. 4) Waste Disposal - Do not discharge any materials, Including building materials, into waters of the state. except as I. ROLES AND RESPONSIBILITIES authorized by a Section 404 permit. A. Designer: 5) Spill Prevention and Control - Implement procedures to contain and clean-up spills and prevent material discharges to the 1. Prepares Base PPP Included In the project plan. storm drain system and waters of the state. 2. Prepares Notice of Intent (NOD submitted to Iowa DNR. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. 3. Signature authority on the Base PPP and NO]. Provide directions to truck drivers where designated washout facilities are located. B. Contractor/Subcontractor: 7) Vehicle and Equipment Cleaning - Employ washing practices that prevent contamination of surface and ground water from 1. Affected contractors/subcontractors are co -permittees with the ]OOT and will sign a certification statement adhering to the wash water. requirements of the NPDES permit and this PPP plan. All co -permittees are legally required under the Clean Water Act and the 8) Vehicle and Equipment Fueling and Maintenance - Perform on site fueling and maintenance In accordance with all Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. environment laws such as proper storage of onside fuels and proper disposal of used engine all or other fluids on site. 2. Submit a detailed schedule according to Article 2602 of the Specifications and any additional plan notes. 9) Litter Management - Ensure employees properly dispose of litter. 3. Install and maintain appropriate controls. 3. APPROVED STATE OR LOCAL PLANS 4. Supervise and implement good housekeeping pract During the course of this construction. It Is possible that situations will arise where unknown materials will be encountered. 5. Conduct Joint required inspections of the site it ctlon staff. When such situations are encountered, they will be handled according to all federal, state, and local regulations In effect at 6. Slgnature authority on Co -Permittee Certification Stat and storm water Inspection reports. the time. C. RCE/Inspector. 1. Update PPP whenever there 1s a change In design, construction, ion or maintenance, which has a significant effect on the IV. MAINTENANCE PROCEDURES discharge of pollutants from the project. ontractor Is required to maintain all temporary erosion and sedlm measures In proper working order, including 2. Maintain an up-to-date list that Identifies contractors and subcontract co -permittees. ng, repairing, or replacing them throughout the contract is shall begin when the features have lost 50% of their 3. Make these plans available to the DNR upon their request. ity. 4. Conduct joint required Inspections of the site with the contractor/subcontracto 5. Complete an Inspection report after each Inspection. TION REQUIREMENTS 6. Signature authority on storm water inspection reports and Notice of Discontinuation ( ections shall be made jo,ntl contractor and the contracting authority at least once every seven calendar days and r each rain event that or greater. Storm water monitoring lnspectlons .111 Include: 11. PROJECT SITE DESCRIPTION te of the InspecA. jpii This Pollution Prevention Plan (PPP) 1s For thereconstruction of Lover Muscatine Road (Kirkwood A 1st Ave). mmary of th a of the inspection. B. This PPP covers approximately 17 acres with an estlmatetl 13 acres being disturbed. The portion me an Icatlons of the personnel making the inspection. of the PPP covered by this contract has 13 acres disturbed. t mount.C. The PPP Is located In an area of Tama. Downs and Garvin soil asscclatlons. w erosion antl sediment control measures within disturbed areas for the effectiveness In preventing Impacts to receiving The estlmatetl average SCS runoff curve number for this PPP after completion will be 84, aters.D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map Including: ajor observations related to the implementation of the PPP. 1. Drainage patterns - Plan and Profile sheets and Situation plans. 7. Identify corrective actions required to maintain or modify erosion and sediment control measures. 2. Proposed Slopes - Cross Sections. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets. measures determined as a result of the Inspection. Immediately begin corrective actions on all deficiencies found and complete all 4. Location of Structural Controls - Tabulations on C sheets. actions within 3 calendar days of the Inspection. 5. Locations of Non-structural Controls - Tabulations on C sheets. 6. Locations of Stabilization Practices - generally within construction limits shown on Plan and Profile sheets. VI. NON -STORM WATER DISCHARGES 7. Surface Waters (including wetlands) - Plan and Profile sheets. This includes subsurface drains (i.e. longitudinal and standard subdratns) and slope drains. The velocity of the discharge from 8. Locations where storm water Is discharged - Plan and Profile sheets. these features may be controlled by the use of patio blocks. Class A stone. erosion stone or other appropriate materials. E. The base site map is amended by contract modifications and progress payments of completed eros) ntrol work. F. Runoff from this work will flow Into Ralston Creek. OTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION . setllment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. I(I. CONTROLS Po al sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will A. The contractor's work plan and sequence of operations specified In Artl Cle 2602.03 f ccompllshment of storm water controls be c d and controlled per this PPP. should clearly describe the Intended sequence of major activities and for each a ty define the control measure and the timing during the construction process that the measure will be Implemented. VIII. DEFINITIO B. Preserve vegetation In areas not needed for construction. A. Base PPP - I Pollution Prevention Plan. C. Section 2601 and 2602 of the Standard Speciffcatlons del ne requf reme to Implement erosion and sediment control measures. B. Amended PPP - Include Plan Revisions or Contract Modifications for new items and fteldbook entries made by the Inspector. Actual quantities used may vary from the Base PPP and amendment o e plan mil be documented via fteldbook entries or by C. IDR - Inspector's Report - this contains the Inspector's dally diary and item postings. contract modification. Additional erosion and sediment control 1t may be required as determined by the inspector and/or 0. Controls - Methods. tices, or measures to minimize or prevent erosion, control sedimentation, control storm water• or contractor during storm water monitoring Inspections. If the v Involved is not applicable to any contract Items, the work .111 minimize contaminants other types of waste or materials. be paid for according to Article 1109.03 paragraph B. E. Signature Authority - Rep tative from Designer. Contractor/Subcontractor, or RCE/Inspector authorized to sign various storm 1. EROSION AND SEDIMENT CONTROLS water documents a. Stabilization Practices 1) Site plans will ensure that existing vegetate preserved where attainable and disturbed portions of the site will be stabilized. 2) Stabilization measures shall be Initiate soon as practicable In portions rtlons of the site where construction act) 1/l ties have temporarily or permanently cea 3) Temporary stablll zing seetll ng shat completetl as the tllsturbed areas are constructed. If const ruction acts vity Is not O planned to occur in a dl sturb rea For at least 2I days, the area shall be stabilized by temporary seeding or mulching -- within 14 days. Other stabs methods shall be used outside the seeding time period. ^� 4) Stabilization measures tI used for this project are located In the Estimated Project Quantities (100-1A) and Estimate Reference Information (1 -4A) located on the C sheets of the plan. Additional Items may be found In the Inspector's •'- - > - Dally Reports (IDR) or Contract Modifications. b. Structural Practices U Structural practiceswill be Implemented to divert flows from exposed soils and detain or otherwise limit runoff and the ants from exposed areas of the site. discharge ofof pollutants (IOD -IA) and Estimate 2) Structural Items to be used for this project are located In the Estimated Project other Iles Reference Information (100-4A) located of the C sheets of the plan, as well as all other Item specific Tabulations. Typical drawings detailing construction of the to be used on this project can be found on the B sheets of the - referenced fansdevices pm or are referenced In the Standard Road Plans Tabulation. .. c. Storm Water Management ya •• �,.�,/ 1) Measures shall be installed during the construction process to control pollutants 1n storm water discharges that .111 q occur after construction operations have been completed. The Installation of these devices may be subject to Section 404 of the Clean Water Act. PROJECT NO: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516371--10-52 SHEET NO. PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 2/21/2012 2:52:44 PM 11 BTi Foth FROM KIRKWOOD AVENUE TO IST AVENUE C.32 CAD FILE: x:ACRIEA2009A09m23\CAD\mzn.\09mz3_cD1.v,n �, IOWA Cl IOWA ESTIMATED PROJECT QUANTITIES CONTAMINATED SOIL/GROUNDWATER MANAGEMENT PLAN Important Notice to Contractors Management of Contaminated Soil and Groundwater CONTAMINATED SOIL AND GROUNDWATER Soil and groundwater affected by petroleum fuel products could be encountered during project excavation and construction activities. The source of petroleum products may be attributable to leaking underground storage tank (LUST) sites Identified at 1630 and 1851 Lover Muscatine or other unidentified locations along the project corridor. The Contractor Is responsible for assessing Indications of petroleum contaminated soil and groundwater during execution of the work. Indications of affected soil and groundwater will be determined through odor, appearance, staining, or vapor measurements using appropriate Field screening equipment. If contaminated soils, contaminated groundwater, or petroleum liquids or vapor are discovered during excavation activities, the Contractor shall contact the Iowa Department of Natural Resources (IDNR) Underground Stor Tank Section at 515-281-8011 within 24 hours, or Within 6 hours if a "hazardous condlt " exists as deflned rT 567 Iowa Administrative Code (IAC) 131.1. A hazardous condition mea ny s1t. on Involving the actual. Imminent or probable spillage, leakage, or release of zardous substance onto the land. Into a water of the state or Into the atmosphere which, bei - the quantl ty. strength and toxicity of the hazardous substance. Its mobility in the environme nd Its persistence, creates an Immediate or potential danger to the public health or safety or to TFlUWnwIrOwwmTnt. Assessment of contaminated soil and groundwater may require services of we Cert]fletl Groundwater Professional. The Contractor is responsible for acquiring the ser of the Certified Groundwater Professional. Records and measurements collected to docum compliance with the assessment and reporting procedures referenced in IAC 135 or crated IDNR guidance will be provided to the Project Engineer. In the event petroleum contaminated soil is encountered, the Contractor is responsible for segregating soils Into "contaminated" and "non -contaminated" stockpiles based on field screening and/or confirmation testing using the action levels and testing procedures outlined In IAC Chapter 135. Contaminated soil Is defined as "the presence of petroleum hydrocarbon constituents at or above the IONR's Tier 1 Look -Up Table 1n 567 IAC 135". Soils determined as h non -contaminated, based on the above referenced action levels. will be considered suitable for - reuse as backfill providing the material meets project design specifications. The Contractor Is responsible for proper containment, staging, characterization, and disposal of -)I W any materials as Temporary stockpiles les may be staged within the or other a arealnoted. project limits or other secure area approved by the Project Engineer. The soil will be placed on sot ��l -7 an impervious surface and covered to prevent precipitation run-on and run-off. The Contractor + fl'i will maintain records of disposal of contaminated soils for submittal to the Project Engineer. `' ) Depths to groundwater within the project area are expected to be below the limits of utility Installations. The Contractor is responsible for testing and proper management of any affected O groundwater Which may need to be removed for project construction or protection of worker L-3 safety. Groundwater affected by petroleum products shall be evaluated using the action levels and testing procedures outlined In IAC Chapter 135. All samples analyzed for determining compliance with the above requirements shall be shall be tested at a laboratory certified pursuant to 567 IAC 83. Any water removed from the excavation with concentrations at or above the levels outlined In IAC 135.14 shall be treated or disposed 1n accordance with local, state. and federal regulations. The Contractor will maintain records of treatment and disposal for sub to the Project Engineer. HEALTH AND SAFETY In the event that contaminated soil and/or groundwater is encountered. �thetractor is responsible for development antl Implementation of a Site Specific HeartPlan to address potential hazards associated with petroleum contaminated soil water. The Contractor will be solely responsible for completing work In accord with all federal. state, and local laws and for ensuring the health and safety of their oyees and subcontractor's employees. NOTIFICATIONS If replaced or repaired utilities remain burle/Ie�jthe contaminated soils or groundwater With concentrations exceeding the IAC 135 Tier I Protect Engineer shall notify the affected utilities using the appropriate Iowa Departmetural esources (IDNR) form listed below. The notifications will require signature by ad Groundwater Professional. Water Supply Notification DNR Form 542-1530 Utility Company Notification DNR Form 542-1531 Sanitary Sever Notification DNR Form 542-1532 PROJECT N0: 41Dz3 — CHECKED BY: S. SOVERs NI1 ME By REvlslax DEscRlPnox I Foth I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-3715(637)-70-52 PROJECT LATE: CHECKED BY: S. sOVERs Ca DATE: 212112012 252:44 PM DRAWN BY: FROM KIRKWOOD AVENUE TO IST AVENUE C.33 CAO FILE: K:\CR\IE\204\091023\CAWI.\091023-COI.Mt IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES Q yy� a 3 NERAD, VERNON W pFl L CHESTER W Q H H M BERANEK MEGAN A v i I }1 } CHURCH OF CHRIST MqR N T PH KIRKW000 AVENIIF CHURCH OF CHRIST C N _ 4 �� A BEGKER. LINDA L - _ GRADING LIMITS iQ o ax / I a Q R/Y -- a/) C/N p/NO F/Y 4�k� /M ++ P W-� a' - } o - - Hlr — 'rmJ — - T-11 - w _ - _ - tse� - - _N Sa — _ —:. _ —oLSante" — _ _ _ _ ascn__ _ an. — — 2 3 oHE — =" 'o _ STA.0�+69.67 (LOWER-M SCATHE RO) — - v Wo' �\ - — - - TI - -I - I - — - KIR %1000 AVENUE - — - s. / - —D�� '+ �' STA. I LIN STREET) H ✓ V ML R/Y 3 leg [ G _ _ o 71 an _ "/ P g �/ 1 . rnZ- 5 \ r' - 6 ~ `04, \ © ® PROTECT EXISTING 4 I�., F� HENRY. BRADFORD V RETAINING WALL o M v\ \ MOEHLMANN. BENJAMIN J SOTELO-HENRY RITA A KIMBERLY A ® 611/ DIP I I RI � l� •� 0 REFER TO L SHEETS FOR REFER TO M SHEETS FOR SIDEWALK INFORMATION STORM SEWER INFORMATION © AGUILAR, MANUEL & MARY C i ---- ---- s I ��� •� \ F� RAGING LIMITS I G REFER TO Y SHEETS FOR PROTECT ALL I ® \ DRIVEWAY REPLACEMENT TREES NOT REFER 0 IISHE S FOR A R INFORMATION IDENTIFIED FOR REMOVAL REMO L I OR ATION PETERSON. CONSTANCE E NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES (I.E. TREES, PAVEMENT, FENCING. ETC.) NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT S rA. 2+91.9 21.96' LT -$ F RE HYORA T ADJUS MENT © TA. 1+41 23 24.9 ' RT E {S TING ROUND / GATE ALVE @ rk ROAD AY SA. 2+95. T LT . EXI TI 4 REMOVE - _ - HA NTAIN IB' N A TA. 3+59 56 39.7 ' LT J - - - - - - MI )MUM SEP RATION Aqn 8'0 WATER AIN SANITARY A 3EWEk MANHOLE REP MINII IUM 5.5' GOVER 0 5 8 A 3+23.0 19.07' LT O TA. 3+7 47 4.95' RT FL 0 WATER AIN - 4,42 " FL d W TER NAI - 684.5 /:45 MBEND H-EX2 PI 18' RCP STORM SEWER 18" RC STORM MER. 0 4 S A. 4+36.7 4.56' RT SANIT*R. SEWER MA LACEMEN EXISTIN 8"/ PV GATE VIILVE 8'/ WATER I 1AIN VPI +84.00 S A. 4+39.0 4.78' RT Elv 90.87 8"0 DIP WATER MAIN F;An5 TA, 3+8 50 14.411' RT - / 22.5 MJ VERT CAL 2.5 MJ VERTICAL BEND Len 180.00f OP OF PIPE ELEV 684.50 T PIPE LEV = 681.00 STA. 3+ 4.00 16 I6' RT 7A. 4.2 .00 1" RT S"O 22. MJ VE TICAL BED J V -N N t` N n t7 m M O• !7 W1m n NQ N t1 N Q V P h N m n D' ON r OO' 1(1 mIU m mh ry Pn O NN 0CVz O• m P n N In N O atm O n t` N P N P m tD Yl Wl P O t1 M N N — '. O O O O O O' P O' P Q P P ? D' mO O O O O D' O' O' S O' D' P 0' Q' Q P V O• O' C, D' O' Q m m m m LD m N m m 0C m m m m m m m m tD N ID m m m m m m m c0 m mD 0110 m m m lD 10 01 +00 +25 +50 +75 I+00 IS +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +15 4+00 +25 +50 +75 5+00 +25 +50 +75 6+00 PROJECT N0: 091023 OESfGNEO BY: 5. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70.52 SHEET W. PROJECT DATE: c ECKEO err 5. SOVERS CAD DATE: 2/z 1/2012 2,3115 PN DRAWN BI — #Foth IFROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD D.01 I CAO FILE: X:\CR\IE\2009\091023\CAO\Plane\091023-OOLaM1t IOWA CITY, IOWA PLAN AND PROFILE Q 10 iiHE HOUSING TAKTAKISHVILI. OTAR M WEHRLE, SARAH J \ MAJOR. CHRISTOPHER L M NTA RENTALS FORAKER. THOMAS J o MAHONEY, MICHEAL J c GROUP LLC WILLIAMS, FRANK ya II & AMY JO \ X O OD 6 \ I- PROTECT TREE QYJP. PROTECT TRE S `- — — — —� GRADING L. _ _ — — — — — — — _ aiw R/w Riw - - — o ` —.- ,R}'w- w LI DAL-- - - -- - ---- -- W LOWER MUSCATINE ROD \ _ TA. 7+94.09 (DOWER M SCAT NE RD) = II \ _ - LOWEUSCAT IN R = II r STA. 82. 0.00 iASH STR T1 o _ q y 3 4 O p _ 6BR3 1 5\ 2 3 - - _ - i-I_.. _. San.\ - _ .._ -.- — - - — rt•— - — - — - - — - - — _ �o DNE [s. '". W - W. w — -- - - — ` -. a — ' H, — - —� _ _ 1 _ i26�—-8"/ DIP-GATER MAIN N _ 8"/ DIP WATER MAIN — — � — — _ — yso• \ 'b DIP WATER MAIN I J \ MOD LAR BLOCK RETA LNG L RADII NG LIMI f5 \ \ L7 (REFER TO U SHEETS) KR N RON 0 R ® PROTECT TREES ITYP.I \ \ BUSS. DARYL DEAN LAUTNER. CHAD MARIE CROY, SUSAN BLOUNT. ERICA M STA. 7*20.00 19.50' RT ` \ •- MODULAR BLOCK RETAINING WALL ` •` OI (RESER TO U SHEETS) i \ HYDRA T ASSEMBLY 49 - °� REFER TO L SHEETS FOR REFER TO M SHEETS FOR ST 8+69.50 26.00' RT SIDEWALK INFORMATION STORM SEWER INFORMATION O F \ o 20 FIELD. HOWARD-M-- STA. 8+65.0 26.00' RT 8" GATE VALVE .� (cj \ OO 48 & DARLENE J 8' / GATE VA VE REFER TO Y SHEETS FOR PROTECT ALL h_ AX T STA. 8+06.70 12.01' RT y I\ DRIVEWAY REPLACEMENT TREES NOT R ER TO 1 SH TS FOR 5 STA. 8+67.50 0' RT T M MH-EX3 '� `I INFORMATION IDENTIFIED FOR REMOVAL R OVAL INF MATION O \ e / X 6'/ TEE SANITARY SEWER MANHOLE REPLACE NT NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES695 695 (I.E. TREES. PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT MAINTAIN IB" PROPOS -D STING GROUND MINIMUM SEPARATION 6901 PROFIL GRADE 8 ROADW Y -. 690 + .50% -0.38% + % ..PRO .. OSED 685 PR GRA 685 MINI M 5:5' C VER 15" .RCP. STORM SE ER 811/ DIP WATER MAIN 8110 DIP WATER AIN ^, 680 .._,.- 680 VPI 6+90.00 ^. EI 687.30 - K 44 ldF7;` .. ." ... 675 5 P o 670 665 - V 665 O W W e N O W W W O W O O to 00 O O IO W O n ID DOO N N O' 17 n N N O m W n W 1[1 W Q < V Q N < W W tD n r W t\ P W O N !1 N Y M W Q r N W lG O' W O' W P W W W W N W I` W I` W h W n W h W N W I� W h W W O' W P W O' W O' W O' W O' W O' W Q Q P W W W W W W W W W co, W W W W W W W W W W W W W W W W CO 00 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W l0 W W W W W W W W W W W W W OD W W W W 4) W W W W C) W W W W +15 5+00 +25 +50 +75 6+00 +25 +50 +75 7+00 +25 +50 +75 8+00 +25 +50 +75 9+00 +25 +50 +75 10+00 +25 +50 S. SOYEflS DESHWC S PROJECT NO, 091023 CHECKEDD NO CATS BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS 52 SIEEi N0. BY: s. §CYE PROJECT COTE, Y: CAO DATE, 2/21/2012 2.3LO PM CRAYN BYE #Foth FROMKIRKWOODAVENUETO1STAVENUE LOWER TINE LOWERMUSCATINEROAD D0.2 eAD FILLF XACRVE\2DD9\D91O20\CAD\Plme\09I023_002.eNt IOWA CI7Y,IOWA PLAN AND PROFILE TVEOTE. BEVERLY J PUTNEY. KENNETH L MARTIN. RYAN A ---- \ DAWSON, THOMAS M O O & SARA JEAN O O O O o O O O O PROTECT TREE RYP.) LU LU GRADING 60:. N TI _ _ _ - - - _ _ _ - \..� - - SEW - __ - _ __ Sar. e= San. W - _. - _ _ - - - - . O_ 12+ LOWER MUSCAT WE R 12+4 .55 (LOWER MU CA -RD =�E - + • L MU A = 14 ----- STA. 95+00.00 P NE ST EET NOR H) 90+00.00 (PINE STREET TH) STA. LIO+00.00 (SPRUCE ST ET NORTH) L. 1 \ 13 �, - _ LOWER MUSCATINE ROAD 6 ' an. - - - - - - _ - 4 OHE M- - - _ - - - _ _ - - - - - _ - - - St. _ulc S 9 5 IV r 1/ B' 1/ w , M- _ - R GRADING LIMTS __G I - PROT _ I+ e - T5 ` GRADING LD41 o MODULAR BOCK RETAINING WALL_ o�1` ,4. / 8"/ DIP WATER \ 51 MAIN PROTECT (REFER TO � S ETS) p(a A SHRUBS (TYP.) SMALL. DOUGLAS W REFER TO I SHEETS FOR f� Y V / & GUVLIA L REMOVAL INFORMATION REFER TO L SHEETS FOR REFER TO M SHEETS SIDEWALK INFORMATION STORM SEWER INFORMATION -I \\ ® 45/ 44 0 20 REFER TO Y SHEETS FOR PROTECT ALL Vt� pJ4 DRIVEWAY REPLACEMENT TREES NOT \'-d ---\ 6. WA T MAIN A NE__R N A BERTELLI. FEET GORDON A 1� INFORMATION IDENTIFIED FOR REMOVAL i \ STA. 1 ]+00.00. 19.50' -RT T 12 *38.0 0 6.00' F Oa"0 TA.A. 0 L5+59 30 .24.0 RT II $TA. 2+25'.00 6.00'. RT 13 TA. 12«5 .68 Il 9' RT -- NOTE: T ASSEM LY G GATE ALVE' 6"0 MJ T E HYDRA 8 X 6"0 J TEE ALVE 8'/GTE E 6'0 8"0 X CONTRACTOR SHALL BE RESPONSIBLE ANETARY EWER MA HOLE RE LACEME 700 FOR DAMAGE TO EXISTING FEATURES (I.E. TREES. PAVEMENT, FENCING, ETC.) 2 STA. 2+36.00 6.00' RT ® ST . 12+38.0 24.00' RT l5+ 0.00-.19. 0' RT STA. 5+S9.30 :00' RT (O S A. 15+61.50. 26.0 RT 12 STA. 12-21.81, 17.51' LT 14 TA. 16-13.33, I T .700 NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT 695 _. _ 695 @ ROADWAY -• - 9 69 IMU 5.5' CO ER PROPOSED F a-WATE -RCPS MAIN = 83.74 ON MINNMUM SEMAITAD PARATION PROFILE GR DE 351, ORM SEWS 685 685 S A. 16+56.75:: "d DIP ATER:-: WATER MAIN DIRECTIONAL DRILLING - 8'0 22.5- VERTICAL BEND STA. l +97.75 TIP OF PI ELEV = 686.60 680 8"0 22 5 MJ VERTICAL ND STA. 3+40.00BELIN 680 ' BORING_ _ END 1151711 G 8"0 22 5 MJVERTICAL BEND STA.: 13+04.00"0 13+ 0.75 - TOP OF PIPE ELEV = 685.5 8'0: 2:5.: MJ 22STA. 8.5 MJ VERTICAL BEN ERTICAL: END 675 TOP I IF PlPF F FV AA 29 TOP OF PIPE ELEV - 685.00 675 ST . 13+24.CO TE-RTICAL BEND 'TO OF PIPE ELEV 682.25 67 : 670 t`t N O O n 121 O O m 1I1 e0 O t7 N aD O 0 O m O en N a0 O NO t7 -� Y ^ 0)N I�F'-65 PN t0 NIS ('1m Q OO) 1N 00N 0t7Q N1f1 V! V h 1D 01 r WOO' O Q' O PO PO O' 0'O PO 00 00 00 00 O O O O -�-- -� NCO Q' ODP co T 10 0' P 03ww0'O'wO' P1D 10 l0 l0m U w U) (0 V) OJ (0 N (0 (0 N l0 N tD (D l0 l0 l0 UJ (0 VJ N N tQ O N l0 f0 f0 lD LD 0) O tD tD 1D 1p (0 (0 l0 UJ +75 11+00 +25 +50 +75 12+00 +25 +50 +75 13+00 +25 +50 +75 14+00 +25 +50 +75 15+00 +25 +50 +15 16+00 +25 +50 PROJECT N0: 091023 OEBIGNEO BY: S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637-70.52 AEEi N0. PROJECT DATE. CHECKED BY: S. SOVERS CAO DATE: 2/21/2012 2,3hI9 PN BRAA BY: #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD D+03 CAO FILE: X:\QV\IE\2009\091023\CAD\Plans\091023.003eht IOWA CITY, IOWA PLAN AND PROFILE \ it 21 19 \ o \ \ }ISG TV / \ AM R N R LRM S II K kW 0 M ROURKE, HESTER F \ I yY v C - M=- 7C + O O+ Z "y° \ • \ 7B .�y OD \\ \ o a S 60+ 9.94 IQ I T TREE AND /` \ \ 0 \ • °z`�'O I - o E w ' LAND ARING_(L11!�.1 \ - -- GRADINI - ., LIMITS r- l R W m m - -- -'--0 -- -- San.- ---,---- -_ .- L -- -�-- a G _ __-_ _- -- 16+98.70 IL R MUS NE RD) = STA. 19+11.82 -(LOWER MUSCATINE DI = ''y° .�, - \ dy �y° I a STA. 21+24.81/(LOWER MUSCATINE RD) _ ' STA. 121+25.66 (5PRUCES ET SOUTH) - ST . -200+pp.00 (MID AMERICAN OR )1 \ \ STA. 160+01.00 (MIO AMERICAN/KIRKWOOD ENTRANCE) 8"/ µATER •0 +09 0 STA. 21+1q.5 <LOWEP MUSCATINE RD) _ 12 LOWER M11II''SCAT ROAD / (W/ NDITRIL$ GAMIC S)~� STA. 132+94. 1 (SYCAMOR STREET) -.,.._ • \ _-.. 6 OR E 14 "UNE - 10 1 < - - - - - - - - -- e r"Y •r / "f DIP W R RAIN- - - _ \__. 024' � - -/'EMITS 7.00.� G I IMI TS •� RT 17TER Sf9� MAIN 000' M RO CK W ,\,t, EINING • S) O ROTECT TREE:fTYPJ N ILE \ r , 8,I f DI ATER MAINo os � \ 1 / Q.�� / • .F i CITY OF A CIT \ o \ % SNOT I° STEPHEN L p`Y ATER MAIN 6TYRDN. f5 .%( TIFIE OR RE AL A A A A - r J �t1� F�0 20 - % �_., �. '• c J. FEET -� REFER TO Y SHEETS FOR ; q DRIVEWAY REPLACEMENT REFER TO L SHEETS FOR REFER TO M SHEETS FOR REFER TO I FOR / \31��EN / \\ fn QIJ ! SIDEWALK INFORMATION STORM SEWER INFORMATION REMOVAL INF TION H RT H A H t"V •� ` INFORMATION TA. 17+ 3.00. 26. 0' RT STA, 17+04.00 2 0' ®.S STA. 0+81.00. 30.50' R - 78 STA. 20+ 1.00 77. 0' LT STA. 21+60.0 30.50' T 1 STA. 21+85.00 24.50' R NOTE, O "f GATE VALVE 3 8"0 GATE VALVE8'/ X'8"f 'TEF 6 8"/ X 8"PMJ. EE 8"/ GATE O 12" X 12"/ J TEE ASSEMBLY VALVE HYDRANT CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES TA.. I7+ DO 26. 0' RT STA. 8+00.00. 24.50' R S A. 7.00 34.0 ' RT - STA. 0«81.00. 26,50' R STA. 20+ 1.0 85. 0' T WIT 12"0X "f REDUCER ON N RTH RUN STA.' 17+11.42 L 0' R 705 (I.E. TREES. PAVEMENT, FENCING. ETC.) 2 5A 8 7C (STING B NO SANITARY 2MANHILE 4 p Y E ALV "/ G TE VALVE REMOVE E REPA705 NOT SPECIFICALLY IDENTIFIED FOR 0+76.00 75.00' L CONNECT 0 EXIST( G 10 STA. 21+62.0 30.50' T STA. 0+17.40 18.48'.L REMOVAL AND OR REPLACEMENT 7A HY T ASSEM LY WITH 8"/ SOLID SL EVE 12 ATE VA VE 3- SANI RY MANN LE REPAI 0 STA. 21+ 30. b' RY VPI 21+60.00 ' R 8"/ GATE 700 VALVE VALVE Elv 69 .19. STA. 13.27 R - 700 L a.It M78 Len 5 .ODft STA. 22+03. 2 RT: EX STING GROUND -0.5 •L 695 F o WATER MAIN - 6.69 W ROADW Y 695 15' RCP STORM SEWER MINIMUM 5.5'CO ER AINTAIN IB'• +0.50% : MAINTAIN 18" -PROPOSED FL WATER IN 68 36' RCP STOR SEWER .IS INIMUM - EPARAT(0 "s 690 - 690 MINIM SEPARA ION 41F 12"0 DIP WATE : MAIN 12'0 X 8"0 MJ REDUCER 8 "f DIP WATER AIN ON NORTH RUN OF TEE .` •-�I -`'•. 685 + DD • 8 f 2 .5 J V RTI LBENOVP1 S A. 2D+62 00 8"P 2 .5 MJ ERTICAL ENO T P OF. PIP ELEV - 687,30 Elv 69 .25 ST 20+29.0 '/ 22.5 J VERTIC L.KENO 22. -M V TIC ND TOP ...PIPE ELEV 68680 - - K := 9 8' PIP -. ELEV = 89.60 : ,"• 1 STA. 16+80.00 :: STA. 1 +82.00 TO OF PIPE ELEV = 9;25 C '� '' 8"/ .5 MJ VERTICAL END 8"4 225' 680 MJVERTICAL BEND - Len 5 OOft 80 TOP F PIPE ELEV ='.68525 TA.'20« 8.50 : STA:: 0+5 50. .�-..: TA. 17+6 .00 8"0' 22.5 MJ VERTICAL BEN 8"P 2 SS MJ :ERT NO -. • & :: STA. 17+57.00 MJ VERTi AL BEND TOP OF P PE ELEV 685.25 TOP PIPE E EV := 68^; "P 22.5 VERTICAL BEND 8'f 2.5 MJ OP OF PIFE ELEV = 685.00 675 TOP F PIPE E EV = 68 .15 675 m rl W O O i/l O) O rl n I'I 0` In N a O IO m aD O D' n v N m O c < UJ tD 1% n a` O 0' N o N cD < of r O CI' N O N N n m O O O N rl v w t0 O N OD a' c0 O (V N N N N N N N N N N M N M PT (h m M O N O c m O e 1/ < V Y< rl N WIN rl N rT to tD N tD N N N N N III N PP D•P RO• D•P P O• D•P qD P O•Q D'P O•P P O• O•P P PP Q D• O•(T PO• N w(f lD (D t0 !D (D rd lD tD lD w VJ UJ N UJ N (D (D l0 tD N (0 lD (D !D l0 w l0 tD (0 tD tp lD l0 !D lD UD (D tD wD• (D (D UJ V) l0 lD ww l0 tD U3 lD N +75 17+00 +25 +50 +75 18+00 +25 +50 +75 19+00 +25 +50 +75 20+00 +25 +50 +75 21+00 +25 +50 +75 22+00 +25 +50 PROJECT AID: 091@3 OESIONEO Br: 5. 30VER5 HD DATE By REVISIan OEsatrnax LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 sxEET HD. PROJECT DATE: cr¢cXEl er: s. savERs CAD DATE: 2/21/2012 2:31:21 PM Dears er: Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD D.04 CAD FILE: X.\CR\IE\2009\091023\CAD\Plem\09102J_009sFt iowp crcvaowp PLAN AND PROFILE 21 KIRKWOOO a KW KIRKW000 � KIRKW000 KIRKWOOD COMMUNITY COLLEGE O O HUN Y_� Ol COMMUNITY COLLEGE O O 0 O O --O"- 0 �\ + PROTECT EXIST I Lill (01� LIGHT POL N I Nl N F - - - - - - - - - --- / a I - PROT CT TREE (TY --L - _ _ - _ l PR TEST-.€XiN - TIl - - -- -` -..... - - - - - - GRADIN LE LIMIT.13 PROTECT I TING \` _ 5 A LANDSCAP - _ *S 4_"GRAD) R/W R/W R/W R/W R/W / _ - - O - - _ - - - a - _ - - an. - _ _ - - _ - G-- :..,- 1 _ - a' - _ _ - _ _ TT - - - - - - - 69_ q - TI - i1 - _ - - - - - _ _ i,-yaJ�w_ LOWER MUSCATINE ROAD _ - 6"I OIP TER MA l9 St. S. _ - _ STA. 26+69.30 (LOWER MUSCA NE RD) = IS1a70.00 (DEFOREST A NUE) OWER ATINE ROAD oY& 14 W W 12 15 _ l (W/ NITRIC GASKET STA. Ss �J i 16 s 21 IB 1° 7 23 24aHE 12"1 DIP STA. 21+62 TO TA. 7+93 0 0d 0 0 WATER MAIN INSTALL NI ILF GASKETS - - - - /11.;E- - - - _ - QBE - _ OHE - OHE OHE - - - - 0 G - / l3 _ _ - -b _ a - -- r---__� - ------__.--. ,----o � GRADIN g IMITS 8 / c I W /, /IFti�lATE G MAIN ETS) / - .. _ .- 6 O- WATER MAIN =4 L�6-' -_ > (W/ N TRILE GASKETS) f REFER TO I SHEETS FOR < REMOVAL INFORMATION F T R®RT. REFER TO L SHEETS FOR REFER TO M SHEETS FOR l C SIDEWALK INFORMATION STORM SEWER INFORMATION LL 3 20 Q FE E REFER TO Y SHEETS FOR PROTECT ALL LENZ. DRIVEWAY REPLACEMENT TREES NOT JOHN E & JANICE K 3 ® 3 © 3 ® l INFORMATION IDENTIFIED FOR REMOVAL SHULTZ, ELLIS RODNEY HUL JAY D WONG, YING o r} TA. 24-7).00, 30. 0' RT 'STA.. +7200 5.00'. LT iT 25+00. 24.50' RT I TA. 2 +95.50 0.50' RT SQA. IJ 28+39 4l 18.7 ' RT 16 ST 28«39.6 9.32' T 1 TA.- SANIT RY MAN^ E EPA NOTE: 2"! GATE VALVE 4.6} 2 .5 MJ B ND. O. HY I b TE VALVE - MOVE EXI TING 6"/ VALVE RANT. MBLV R RE A E VAL BOX CONTRACTOR SHALL BE RESPONSIBLE - AID "6'I X' "0 TEE. 'NSTALL 17" FOR DAMAGE TO EXISTING FEATURES (I.E. TREES. PAVEMENT, FENCING, ETC.)giTVW 2 TA.. 24+7 .00. 30. 0' RT STA. r +75.80 4.00'. LT '. B ST +84.0 30.50' RT STA. +52. 0' RT 3 OF 8'I IP WATER MAIN ST 8*37. 4' T 2 STA. 6+68.3T 1' ^: 05 705 NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT TA. 24+7 .00, 26. STA. 24-74.00, 0.50' RT T 26+93.38. 30.50' - O S A 28+35 PLAGE...Y'. 64 12.2 YE BOX ' LT HY RANT TO STA. 4+13.53 12.32' RT-• 0' RT RT 14 R STI. 28+37. 55' LT ' 2 �. ' - "I GATE .ACNE 12"I ATE VALVE 12 I X 6' I J TEE STA: 2 *9 1.02' LT RELOC TE' MAILIBX TO 1 (RE ER TO J SHEETS) REMOV EXIS PLUG STA. 4+13, 21' RT 700 AND 11 iTALL 6 A. 28+37,47. 12.3 ' LY. 2458- 700 SA IT RY M OL E AI 2 STA. 4+71.99- 13.01' R RELOC TE MAIL FI TO 1 PR POSED MAINTAI --F8" STA. 4.69. 21 RT FILE GRADE MINIMU SEPARATION 0.50% 695 695 0.50. FL Q WA ER MAIN GF D M N]MOM 5. `COVER I8" RCP STORM .44 WER'.. @%� R AWAY 690 12"0 IF WATER MAIN EXISTING-1 ' 0 VPI ?4+85.00 IP WATER MAIN 685 685 El� i94.57 STA. 3 I%.84 K = 50 0" RT 2 RELOC TE MAO Len 50.00ft - STA. 5+37, 21 RT - 6+00.88 12.9 I'. RT 680 CSTA. 2'TF MAN ly In 680 STA. 6+0IL 21' RT 2 STA.5+65.58 41.0' LT. BUSIN S5. SIGN 675 (RELO(ATION. EV OTHERS) 675 l0 O P Ln O N N m O' N 0 O n O' 0 O' t0 O' r N m N O [O I� N n O O N O t0 N n O3 V O V N N Q Pt tp Wi ltr Gl to I/lN I[1� IIIN v N vN <V <a < V Y V v v Ne WLR Wl< ulN WlN UlN WI If; to ON NN (ON t0N C' P mm MC` mw 0' C' 70' PC` MCI` 7C` O' P MT P P AO w AO w w w w O3 U) l0 lD w O O t l0 w w t0 w l0 03 O3 w w l0 l0 l0 l0 w w w w O AO (O l0 l0 O O (0 O f0 l0 l0 l0 l0 N +75 23+00 +25 +50 +75 24+00 +25 +50 +75 25+00 +25 +50 +75 26+00 +25 +50 +75 27+00 +25 +50 _ +75 28+00 +25 +50 PROJECT NO, 091023 DESIGIVED BY: S. SOVERS No DArE ar REV] IM DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70"52 SHEET W. PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 2/21/2012 2:31:20 PR DRAW BY. #Foth FROMKIRKWOODAVENUETOISTAVENUE LOWER MUSCATINE ROAD D.05 CAD FILE: X:\GI\IE\2009\091023\CAO\Plan\O9I023D 5.snu IOWA CITU, IOWA PLAN AND PROFILE _—_----------- --- T S ORAL-B LABORATORIEE9 0 fV O O "- O O - - O O� —_— + + + + + +/ Q. O N d' r N PROTECT TREE (TYP.) - _ _ 0 fw1 S6 Pte') STA. 34+11T._75 (LOWER "F{USCAT INE RDI = U/1 / J STA.,. 0+00.00 (MALL DRIVE) fl GRADING _ — -- - -R/W - - — - - — /W -" R/W ^ R/W _- ___-R/'ir _ R/W N 43) _.... _. �� c A — — TTH - Oa_ - — -�H� _ - SHE- --00 _AlE---_ OHP- - OHE T — _ _ - — - — - — _ _ — — - - — - — - _ - _ _ T1 t-S — - - - _ — — - _ _ — - - — - — - - — T] — - - - _ - _ r — LOWER MOSCATINE ROAD 'a W — - — - — _ I— _ — _ — _ — —6 W — _ _ Ia / — — — — — — — — — W — — — — — — — — — — W — \— — — — — — W LO MUSCATINE ROAD 2 4 0 i i 0 0 oit J PROTECT TRE P.) GRADING REFER TO 1 SHEETS FOR �, ) REMOVAL INFORMATION�REFER TOL SHEETS FOR REFER M SHEETS FOSIDEWALK LSYCAMORE E INFORMATION STORM SEWER INFORMATIREFER 20 TO Y SHEETS FOR PROTECT ALL ORIVEMAY REPLACEMENT TREES NOT © STA. 31+91.22. 6.48' LT O STA. 32+06.34, 7.21' LT STA 4.00 46.0' LT TOWN CENTER T LLC „I0 �R�REPLACE INFORMATION IDENTIFIED FOR REMOVAL VALVE BOX REPLACE VALVE BOX N IGN -� LOCY OTHERS) sd TA. 31+ O 2.96 6.8 ' LTSTA 32+08.8 - 6.96' C NOTE: ALVE BOX ACE. VALV -BOX REPLACE REP CONTRACTOR SHALL BE RESPONSIBLE - FOR DAMAGE TO EXISTING FEATURES TA. 31-W44, 23. 5' LT { T- 705 - (I.E. TREES, PAVEMENT, FENCING. ETC.) 3 .STA 29+6.; - - 705 - NOT SPECIFICALLY IDENTIFIED FOR YDRANT 0 REF, I 14 REMOVAL AND OR REPLACEMENT TA: 31• 3.5. 45' LT - REFER' TO J SHEETS) Z__ 700 700 PROPO ED -0.507 PROFILE GRADE 695 695 VPI 29-t5.00 EXIST114G GROUND NIS @- ROADWAY .., �.. 690 EN 696.72 --- 690 K 50 Le 50.00E T 685 _ 680 -. 0 _ L 4. 675 1 675 N Cl 10 O N 0' n Y N C' t` V N P N tD tD I� (D CD N O' < P N 0' ^ aD O aD 0' I� t\ tD tO N N sf < C) Cl N N O O' O I� J (0 QJ IL1 t\ < r N t0 AO O N (DN (D Ln O t0 III) (DN (ON IDN AON ON 0 on NN NN ON NN 1/1 N v0 r v v v v v v e vv r v v v D' C, D' P D' C' O' 0' P 0' 0' 0' 0' C' P 0' 4. 0' C, O' Q P C' C' P P P PP P t0 LD WILD) (D N (O l0 AD (O (D l0 (D w (D (O (D w w (D 10 10 0 (D LD LD t0 AD (D w (D III (D (O (O I N (O (O LD w (O (D w w w w LD +75 29+00 +25 +50 +75 30+00 +25 +50 +75 31+00 +25 +50 +75 32+00 +25 +50 +75 33+00 +25 +50 +75 34+00 +25 +50 PROJECT NO: 091023 DESIGNED BY: S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70.62 SHEET NO. PROJECT ce0 DATE: DATE: CHECKCO BY: s. SOVER6 212112012 z:a l:zfi PM DRawry Br: FothFROM LOWER MUSCATINE ROAD pos CAD FILE: X:\CR\IE\2009\091023\CAD\Plans\091023.006sht IOWA CITY, IOWA PLAN AND PROFILE / 4 J ® WEST OES MOINES / M A' STILES ADRIAN A, P I PE ER_R ISESO REAL STAT CORPORATION / STATE BANK / / O off)Cr /low i •.. _--PROTECJf EXISTING, SIGN BUSHSS o"d ROTECT STING GH SIN SI S GRADING &C\7_ Z r - - — -- o oHE H _ aHE c✓E _ — ..... m m �_� IA / I a _ _ — w _ _ 12"i SANITARY - SEWER 6 LOWER MUSCAT INE ROAD (REFER TO S SHEETS) I ' II \ — — — — — — — — — —'— — — --. -- — — — — — • — - — - :NA_ c v 1 m00"00 t �� !^ GRADI IM[T y. TECT )STING t;S © s ♦ u OTECT TREE (TYP.) i i- L H\ POLE — — REFER TO I SHEETS FOR REMOVAL INFORMATION I �Ti*.•S` O DDD+Q ice+" Y Zel y4 TECT EXIST INI'e\ PCC ETAINING WALL\ \ �' �>( o EJ/ \ \ ® ® m REFER TO L SHEETS FOR REFER TO M SHEETS FOR SIDEWALK INFORMATION STORM SEWER INFORMATION / \ a�JE F� m O PROTECT ALLa O REFER TO Y SHEETS FOR DRIVEWAY REPLACEMENT TREES NOT �`. / \ CORE SYCAMORE TOWN CENTER�T LLC \ INFORMATION IDENTIFIED FOR REMOVAL i s -. STA 39+00.9 12.95' T STA 41-61.76, 9.00'. RT STA. 31-77.44, 7.71' T, NOTE: ALL 12'i 4 45 MJ END Y6 / X16'J MJ CRASS SS SIGN LAN O INS USSIN PING CONTRACTOR SHALL BE RESPONSIBLE 16"0 'X 12"0 REDUCER (NORTH) (RELOCATED Rio HERS) FOR DAMAGE TO EXISTING FEATURES 16'0 X 8"0REO CER (EAST) STA. 3 *93.0'f 4 --' LT-7TIR -. (I.E. TREES, PAVEMENT, FENCING, ETC.) STA 38+99.0 13.00' T g .IO" n 11 NOT SPECIFICALLY IDENTIFIED FOR L 3Z+70 00 REM VE EXISTING 90 ENO STA. 1 +63:76 9.00'. RT MMOVE LIGHT FOLE AND REL TQ CATE iT REMOVAL AND OR REPLACEMENT _.V INS ALL 12"i GATE VA VE I6"0 BUTTERFLY VALVE STA. 3E+00. 45x5 :LT .., EI 694.29 K 36 O STA 39-43.0 29.00' T STA. 4+68.73 .90' LT7nn 45 MJ -' Tr BEND VAI VP TV 700 L t STA 40+59.7I 29.00' FIT NG GRO D P P ..EXIST Q E ROADWAY R695 LE GRADE .. rqS CHU._. _ % + % .... 0.50/ FL - 6 9:74 MI IMUM 5.5 COVER. FL = 688.72cFr_ 15" RC gQn STOR SEWER E ISTING 1 "o DI WATER AIN VPI 5+85.0 PI 38+: 5. 12"0 Oip WATER MAIN vq3.--%--- v K = 50 84" 36" 43. ARO Len 50.00ft en 6D.c Oft OF 75 Y a' OJ N O' N O r ^ P tD O c0 n N N th a ch a a7 N N n VJ O) W 0' P O —• N O' O' P ? P P P O' O' O' C' 0' P P P O' P P O' P O' O' P R P O' P P O' (r to DJ AD l0 V) (O (D (0 N l0 l0 l0 ID — V) V) 0) UJ N l0 W 10 N LO l0 113 (O l0 0) (D DO V) t0 AO AO w (D l0 N l0 (0 (O (O V1 N l0 +75 35+00 +25 +50 +75 36+00 +25 +50 +75 37, +25 +50 +75 38+00 +25 +50 +75 39+00 +25 +50 +75 40+00 +25 +50 PROJECT 40: 091023 DESIGNED BY: S. SOVER3 11NO 1 DATE BY 1 REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637�40.52 SHEET NO. PROJECT DATE, CHECKED BY: PH ORAPN BY: S. SOVERS Fot h FROM KIRKWOOD AVENUE TO I ST AVENUE LOWER MUSCATINE ROAD D.07 CAD DATE: 2/21/21312 2:3128 PLAN AND PROFILE CAD FILE: X:\CA\IE\2009\091023\CAD\Plane\091023_00).AAC IOWA CITY, IOWA / BFLS PROPERTIES LLC LIBERTY GROWTH IV LC / PROCTOR 8 GAMBLE O I O O O' HAIR CARE LLC O I, O \ O O /O O +Ss + + gam' + w + �jtll cn < / 10 Cp «. q V qT ? / / I PROTECT TREE (TYP.) < I PROTECT EXISTING / GRADINLIGHT POLE G the y (j., LIMITS PROTECT EXISTING — — — — — � — — — — — — —R L ADING r0 1 - 1 BUSINESS SIGNS < P = i O .,Pmry O SOP' _..-_ / :D . v v n♦ d Sa oHry OHE — _ _. - G uST 40+92.49 (LOWELa R MUS ATN R01 = y _ / ST 184+55.60 (FIRST AVE u ) LOWER MUSCATINE ROAD i 6 „ .: ONE — – — – – J J _ O 5 1 t ti )/ REFER i0 I SHEETS FOR REMOVAL INFORMATION m v N ? S,I REFER TO L SHEETS FOR SIOEMALK INFORMATION REFER TO M SHEETS FOR STORM SEWER INFORMATION 0 20 q O `Q REFER TO Y SHEETS FOR 3® 91 O PROTECT ALL FEET DRIVEWAY REPLACEMENT - TREES NO7 I INFORMATION CITY OF IOWA CITY IOENTIF IED FOR REMOVAL O TA. 41+60.00. 45.00 RT. STA. 44+71.9 33.29' T © STA. 43+ 0.80,. 19. 6' LT TA 1+40.4 4.0' RT NOTE: YDRANT ASSEMBLY ACE VALV BOX ADJUST S NITARY NHOLE ESS SIG LAN REP 9 BUSS) A CONTRACTOR SHALL BE RESPONSIBLE (RELOCATION BY OTHERS) 705 FOR DAMAGE TO EXISTING FEATURES (1.E. TREES, PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR 2 TA. 42+52.8q. 33. 6' O STA. 44+75.1 28.50' T O STA. 45+ O.6R.4.2 ' LT ^ 705 VAI V BOXAn jtjqT � T67 VENUE NSTALL OIP WA7 R MAIN PI 43+. 5.00STA. -:l5T RUCTION REMOVAL AND OR REPLACEMENT LC12) 1.6'LEEVES 44«78.21 33.28' T STA. 45« 0.15 15. 6' Ri -\CONS /OF Iv 6q7. 9 �.R LA - "VALV BO% RELOCATE MAILBOX. TO RO OSEO P OFILE. = 62 STA. 45+ 0. l9' FI i L V. 4. *. L 127. +a • e 9 – q _ EX S ING GROUND @ ROADWAY STATION 46+36.33 690 STATION 4 6q.94 L V. 690 696.81 P[ 45<5.00 --EXISTING 16"1 CAST Iv 6q6.?9 685 IRO WATER AIN 6851 en 75. Oft 16"0 X 2"/ MJ RDUCER 62111 ON NORTi RUN OF EE 680 675 675 P I� I[1 t1 P h N t7 tp P N Y N O• r N O O O M . t0 O O n Q W O O) Q O CD O WI N Q f'1 Q t0 Q t0 I[1 (O r r O' O O < O O P Y V I(1 V I(1 P O N 0 In w 1(1 w In 1p I(1 w 0 N I(1 w w w w w w 0 w l0 w w w w l0 w w w w . lD P P P O' O' V C D, P P O' O' D' Q' O' O' P O' P P O• P Q' O' V P P O' P P O' P P P Q' lO V) f0 U) O O (O lO O O U3 l0 w w N 10 U3 O w w w 03 w N w w (0 w 10 t0 w w N TO l0 b N U3 lO (D O +75 41+00 +25 +50 +75 42+00 +25 +50 +75 43+00 +25 +50 +75 44+00 +25 +50 +75 45+00 +25 +50 +75 46+00 +25 +50 PROJECT N0: 091023 OESIWEO BT: S. SOVERS NO DATE BT REVISION as "Im STP-U-3715(637)-70-52 SHEET N0. MDJECT DATE: CHECKED BT: S. SDVERS *Fbth LOWER MUSCATINE ROAD IMPROVEMENTS LOWER MUSCATINE ROAD CAD DATE: 2/21/2012 2:31 AD PM DRAYN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE Op D.08 CAO FILE: K:\CR\IE\2009\091023\CAO\Plane\091023.00B.aM IOWA CITY, IOWA PLAN AND PROFILE O OSTA. 70+31.00 7.50' RT j © CONNECT TO EXIST NG _ " _ _ 9 1 G $TA. 81+07.00 16.00' RT l9 -0O 4 STA. 81+13.00. 16.00' RT - 6"/ CAST IRON WATER MAIN GRAUER, DONALD E i GATE VALV 6 / 45° MJ BEND 48 I m I CONNECT TO EXISTING ' \ WITH SOLID SLEEVE & DELORES J - 6"/ CAST IRON WATER MAIN MAX Y STEPH A • I ( O STA. 81+27.30.50' RT B. ESTHER M \ -�' STA. 70+40.00. 7.50' RT O 6� 0 GATE VALVE STA. 81+09.00, 19.00' RT 6 / GATE VALVE I. HYDRANT ASSEMBLY / OSTA. 70-42.00, 15.00' RT HYDRANT ASSEMBLY "" r J 3 STA. 81+11.00. 16.00' RT 0 / / r ® ( v. 6"/ GATE VALVE i 4 O ;6.670 44.A0L0VE 7.50' RO 0, _ 6/ ATO P T RSON. ON TAN _ 1 6EV 5 O5 STA. 70STA. 711& n 6/ 45 MJ A r -, O I O BEND STA. 71+25.00 (FRANKLIN STREET = j' O O TTA. 3+69.67 STA. 70+55.45. 12.00' RT 6 6 0 LOWER MUS ATINE RO) �. !, Y' _ / e O + +-- - / 22.5° MJ BEND PROTECT EXISTING RETAINI G WALL — — V aI STA. 70+66.12. 39.00' RTa/u _-- R q5 w -_. c 00 S A. 82+00.00 (ASH STREES 6 / 22.5° MJ 8EN0 n R/w R/W A 7+ 9 M T e ST. 70*67.51. 40.44' RTc+ _ ¢ — -�I I - I PROTECT RE ITY - &R06 GATE VALVE r FRANKLIN STR T 1 J 'u s — - - - — _ _ — - _ a SH ET F d. _ / NO P GR L IMITS -LIM7T5 3 GRADING LIMITS LAUTNER. CHAD W BLOUNT. ERICA M REFER TO I SHEETS FOR REMOVAL INFORMATION REFER TO L SHEETS FDR REFER TO M SHEETS FOR / SIDEWALK INFORMATION STORM SEWER INFORMATION 4, �Q r / NTRACTOR SHALL BE RESPONSIBLE / � /�a / IT I / �� V 6 0 20 FOR DAMAGE TO EXISTING FEATURES (LE. TREES, PAVEMENT, FENCING. ETC.) / 0 20 REFER Y SHEETS FOR PROTECT ALL / / / THE O�USIN FEET 10T SPECIFICALLY IDENTIFIED FOR XOVAL AND OR REPLACEMENT / /FEET A DRIVEWAY REPLACEMENT TREES NOT IOENTIF IED OUGiY P LLC INFORMATION FOR REMOVAL 705 705 7nn CONNECT TO LMR EDGE OF PAVEMENT i 7nn. CON ECT TO LIAR ED E.OF PAVEMENT STA. 3P77.61 687.59 r o 71+05.[3 STA C ELEV. 689.4 PI +10.0 .: 700 A4 700 695 Iv 68q.14 = 17 L 6q2.27 ST 80+97 21 en 25. Oft Klv EL 695 Len 2 .00ft 695 �_ f ' _ FlIgo EXIST NG PROF I 48% E ISTINr� PRD F -�.- OF R A69 1.00%-2.6 69 0.76% PROFI E GRAD STA 70- ELE . 692.6 685 - 685 sAn VP. +50,0 - EI 687.87 PROFILE GRADE K 17 VP[ '80.00 le 50.00ft 680 1 68 . K _ 1. Len 5 .00ft 675 - 675 670 P3 w N ON P N O W NN O N n N �r m On ANON 1` N N O O O P O O ^ O O O' O' (O P 0p O n m (p (T O' P P O' Q m P Q' C' O' P P AD w t0 m UD AU m DO W AD tD N l0 AO AO AO AO N +25 +50 AD +75 O AO 81+00 AO UD l0 +25 AO +50 l0 !D +75 l0 82+00 lD +25 +50 +75 71+00 +25 PROJECT 091023 DESIGNED S. SOVER6 DCHECKEDESIGNE NO DAIS BY REVISION DESCRIPTION STP -U•3715(837)-70.52 EHEEt DAT PROJECT NATE: S. LOWER MUSCATINE ROAD IMPROVEMENTS Y: SOVERs 6Y: CAD NATE: 212112012 2,3156 PRI DRAWN BY: ♦ ��� FROM KIRKWOOD AVENUE TO IST AVENUE FRANKLIN STREET AND ASH STREET E.01 CAO FILE: %:\CR\IE\20 W\091023\CAO\Plena\091023_EN l.aht IOWA CITY, IOWA PLAN AND PROFILE e \ W �p Lc ~I € W �- == -GRADING LIMITS 1 46 / `•• / A A \ R (BEVERLY < SMA L DOUGLASW A —� wHU TVEOTE. J I . & GUVLIA L DAWSON, u THOMAS M W _ GRA NG LIMITS—/ \ \\s \\ \ ING LIMITS O O JO \ QOD 3TA� . 89+57.8 P[N REET SOUTH),- STA. 101+ ER=A-VE D R/W¢ r ' o / - — \ PINEST o m \ GINTER AVENUE5 —�PME%VTjtEEt A A ✓ 3 P ,�10 �O Tj STA. 101+25.04 (GINTER AVENUE( STA. 89+57.83 (PINE STREET SOUTH( OHE ?0 R/W 1 - - W + — \ \ R/W R/W / \V'" // �taQ // A, GRADING qia S0'o \ _ �, GRADING LIMITS _� / .00 LIMITS s �' �- 3 1 01. -0:� A II K / ING LIMITS CULLIVAN, MICHAEL P �% / / / / / NEWMAN, HEATHER M REFER TOI SHEETS �h"" Z a, — A N A 9 — z / INFORMATION _ CL 1 / 18 1 ay NOTE: Ia / / �' / REFER TO L SHEETS FOR REFER TO M SHEETS FOR i SIDEWALK INFORMATION STORM SEWER INFORMATION ;�I ® CONTRACTOR SHALL BE RESPONSIBLE / T I/ A TH MA M A \ FOR DAMAGE TO EXISTING FEATURES O.E. TREES, PAVEMENT, FENCING, ETC.) /,+ / 0 20 FI EET REFER TO Y SHEETS FOR PROTECT ALL 1 R A T K NOT SPECIFICALLY IOENTIFIEO FOR / / �a 1 DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED ', --- REMOVAL AND OR REPLACEMENT f✓ INFORMATION FOR REMOVAL k. 101-Of.74 .49.3 'RT C 7 OST 6' GATE Vo LVE J.. C04NECT TO EXISTING 705 6" 1 CAST IF N WATER MAIN 705 705 _ .: 705 ST . 1 1+0 .79 47.3'RT O 6" 90 MJ BEND CONNEC PINE TREET E GE OF APEMEN"e S A'.101+0 .69' 47.1 RT EXISTINGPROFILE CO NECT T. LMR ED E OF P VEMENT ,7 -. —f1 700 O EL 6991 0. 62.54 700 700 700 R6AE)WA' OF ELE V. 689. 2!' S-A 100+8 .00 27.0 ' RT J ENO 6 1 45 m'1.00.- S A. 100+ 15.32 EXISTIN PROFILE n EV: 691 E 85 695 S A. 100+e .00 - l7. LT 695 695 @ OF ROAOWA. 695 S A.I00+7 j&18.50' LF.. H GRANT ASY 690 -2.7 690 690 1 1 690 LV VPI + _. 0. 007 STA. 8 +76.94 S A. 100+8 .00 22: 0' LT Elv.91 PROPOSE PR - —. ELEV.- 91.66 685 OB 6 0 45 M BEND K _ PROFGRADE 685 685 PRFIL[LILE FED E GRADE 685 S A. 100+9 .40 '. 34. T LT 0 L,12 .00ft 6'0 GATE V LVE STA. 10 +82.00. 13.89' T - 680 TOP OF PIPE EL V. = 68 .l7 680 680 680 UIF (� OF 24 "0 STORM SEWE ) 675 675 675 _TT 675 N P P hm N O ^ N Iflr Q Q N Q n N M n t OW1 1` CO^ N N N ^^ O O O O P O O P P R O` 0' P P P P �' �' D' O' P P O' P lD D' 0' DO O w w {p !0 tp tp (0 LO lO w lO w DO LO - l0 lD lO l0 __L 100+00 +25 +50 +75 101+00 +25 +25 +50 +75 89+00 +25 +50 +75 90+00 PROJECT w: O9m23 DESIGNED BY: S. somm uo DATE ar REvlslory DsswlPn°x LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52 SHEET N0' DATE: B BY: S. sovERs � FROM KIRKWOOD AVENUE TO 1 ST AVENUE GINTER AVENUE AND PINE STREET (SOUTH) E.�2 DRAWN CAD DATE: 2/L/2012 2:3Is9 PH DRAWN CAD PLAN AND PROFILE O2. CAD FILE X:\CR\IE\2009\091W]\CRD\Plans\091023 E02eM1t IOWA CRY, IOWA 0 s PUTNEY, KENNETH L & SARA JEAN f / A&lC_yUYLIA p L / o WHU + F A K cr GRADING AOING LI S ® �. LIMITS / vc GRADIN(�i. Q U m i PIS / O fLIMITS 0 STA, 110+00.00 SPRUCE ST w X5TA.1 15+39.30 RiW 9 3 00 ./LOW i —1 I I � PINE STREET _ E, SPRUCE STREET 95+00.00 (PINE STREET NORTH) _ - - -- - - -ue§ — - — - — - — - Iy +O STA. 12+32.20 (LOWER MUSCATINE RD) �` I, ( I dao M_ —` y TI — _ — — — — — � l_ _ — W-- Riw _.._ RiW _. 0. \ - $ � .00 20.00' RT 1 3 4 2 1- G T E STA. +60. 24.00' RT � n HYDRA T ASSE Y I I oor `� / '<-----�\ PROTECT TREE (TYP.) / / TA. 95+11.63 20.00' RT O V0 0 0' RT I I / VERTICAL BENDS TO 6TA. / G9 TE6 E L—' STA. 110+48.00, 20.00' RT © ROTATE 79 gn 6"/ GATE VALVE / ACHI// TRM?33)AL DEFLECTION O A Hal O T STA. 23.67' RT 16 (SEEESHEEVE 6T/ 2 .z, MJ BEND I 110+50.00. 2 HYDRANT ASSEMBLY STA. 5+70.00 17.41' RT REFER TO ( SHEETS FOR SHEETS TV DT . BEVERLY � DAW$DN. THOMAS M 5 O 6"0 2 .5 MJ BEND O STA. 110+52.00, 20.00' RT 3 REMOVAL CONNECT TO EXISTING a 6"I GATE VALVE 6.10 CAST IRON WATER MAIN m REFER TO L SHEETS FOR REFER TO M SHEETS FOR )OTE: _ m. STA. 110+54.00 20.00' RT 0 SIDEWALK INFORMATION STORM SEWER INFORMATION — Z FEET ONTRACTOR SHALL BE RESPONSIBLE DAMAGE TO EXISTING FEATURES (. TREES. PAVEMENT, FENCING, ETC.) �' ��{ 6"A 22.5 MJ BEND 0 20 O STA. 110*62.31 16.42' RT p, T REFER TO Y SHEETS FOR PROTECT ALL \\TU NO ECIFICALLY IDENTIFIED FOR P 6) 22.5 MJ BEND I—��� DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED REM AND OR REPLACEMENT I TfN RYAN A CONNECT TO E%(STING INFORMATION FOR REMOVAL I II 6"0 CAST WATER MAIN ren 000r rs 705 705 705 %= -.-:I - _ J 705 or CONNECT T LMR -EDGE OF FAVEMENT ST . 110+15.50 700 700 700 .. _ EL V. 691. -0,) TOO- 00EXIS EXISTING ING PROFILE @ OF ROAD AY.- CONNECT T LMR EDGE OF AVEMENT. 695 695 695 _. 695 ELEV. 689.2 STA: 110+79.8 S.AT 96+ 8.. ELEV. 690:19 -L 63. V. 690 E 0 690 690 _ ._ 690 .90% V .4T REFER 0 MINIMUM TO MINIMU OPOSEO SHEET GpREER E PROPOSED 685 5.5' COVE PROFILE GAD PROFILERADEP-2 6"# D.I WA M N 685 FO LMR WA CR SSING = E (STING "f FL - EXISTING 6'fl CAST & WAT R MAIN 63. l -C STING W TER MA N @ WATER AIN. = 6 1.83 IRON WATER MAI 8" RCP TORM S 680 .48" RCP STORM SEWER " 680 680 680 '.. PI c)5+52.50 WATER AIN [v G89. "q 675 en 60. ft 675 675 675 Q w N N m m N N w— w O O< 1% r N r m O O OR NI] m Q O' O O' O m O m OF mm m r f` O O 00 P P m C' m Q m O' m m w m m m m Q' O' O' O' C- C' O' m w m w m w ow w w w w w w w m w w w w w w iw w uo 95+00 +25 +50 +75 96+00 +25 +50 +75 110+00 +25 +50 +75 111+00 +25 +50 PROJECT N0: 091023 DESIGIEO BY: 5. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS -3715(637)-70-52 SHEET NO. PRwccT DATE: cno DATE: 212112012 2:32:01 CHECKED NY: s. savERs PN DRANN er: ♦ ��� FROM KIRKWOOD AVENUE TO 1ST AVENUE TPILNEREET(NORTH)AND SPRUCE STREET (NORTH)E.03 CAD FILE: x:\CRNIE\mD9AD9mz3ACADAPia:,aA09)Dx3 Em.+nn IOWA CmIOWA ND PROFILE A GRADING V V- \ � � a� / 0 � \ � �� 4 � LIMITS � * W I W BERTELLI. o -LL -- GORDON A \ \ \ 'i�9 \ / ¢ O \ s _ + \ + - R/w LE R/w -� aib7-' \ R/w - mi N wpu 1 W 4 - - n - - - - - - - - Q v K IA _ s.-3. SPRUCE STRE 2 4 c \ V. A STA. 120 5.74 (SPRU E' STREET OUTH) FRIENDLY AVENUE \ >� \ \ STA. 1+5 .00 (FRIENDLY, \ a 4 / - R/w RO 1+25.66 SP U6 S ET SOUTH) = --f�4_W-W-><-4-• R/w R/w �� o 4�5 16+99.7 ( W CANN RDI STA. 1+50.00 (FRIENDLY AVENUE) _ -- \ 1 G DING / �, STA. 120+95.74 (SPRUCE STREET o REFER TO I SHEETS FOR Z REMOVAL INFORMATION Q FOR M FOR / 7 \ NOTE: 19 REFER TO L SHEETS REFER TO SHEETS SIDEWALK INFORMATION STORM SEWER INFORMATION 3 CONTRACTOR SHALL BE RESPONSIBLE osHw CIL_ p FOR DAMAGE TO EXISTING FEATURES / // p 20 REFER TO Y SHEETS FOR PROTECT ALL C I� F O.E. TREES. PAVEMENT. FENCING. ETC.) .�'� / ' NOT SPECIFICALLY IDENTIFIED FOR \ GRADING FEET I Lml DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED Y REMOVAL AND OR REPLACEMENT LIMITS INFORMATION FOR REMOVAL I I / O N 210+87.0 13.27 ST . 76 17.7 LT O STA LT 1 RE OVE EXISXIS ^^ N / 45 MJ ENO IN TALL 6"0 2.5 22.50 ° MJ BEND- _a 705 lA STA 210+85.0 13.27 LT 705 705 NECT TO EXISTING �� � ' • OS CONNECT GATE VA TO VE I XISTING ST . 4 6l 18.5 LT tires -73 6"0 CAST IR WATER AINemo O 6' ..GAT VE__. � •:};- >,.-. STA. 210«94.7 6.00' LT000 ' _ % J 700 0 6" 700 700 S1 120+07 6 .5 LT - •w •-:j - 45 MJ END ST .211*26.15 6.00' LT - STA 120+2 .54 Q x 6'I M BEND 693.71)PROPOSED 6I' PROPOSED ST ....120+0 .35 20.1 ELE .•' 211+29.5 6A0' TA....210 81.53. PROFIL GRADE ® U GATE V PROF LE GRAD LVE 695 ST < Li 695 695 -T-FT 695 _ LEV. 69 .45 SI0 : 211+32. 0 8.55'' LT 22.5 BEND EXI TING PR FILE 6" - ST 120*99 © 00 24.0 LT T/, - - 1.26% 5 @E OF ROA WAK GATE VA VE 690 690 690 6" GATE VALVE • 690 -SOF OADWAY \ CONN CT TO SPRUCE S REET -_ CON ECTTO MR EDG OF PAVEMENT 11+37:9 121+03 34 STA. _ STA. ELEV. 692.25 EXISTING 6'f 6 f OIP WATER MAN ELE. 692:1 685 685 685 CAT IRON 685 18 VPI +70.0 CAST IRON WATER MAIN --MIN. SEPARAT ON WA ER MAIN EI 692.53 . K = 43 680 680 680Len 680 675 675 675 DO C, N DJ N O (7 N M13 cp O O' 1!1 Q V M N N N N ON N N V ('1 ('1 O N N N N N N 0' P P O' P 0' 0' 0' P O' Q' O' O' !D UJ (0 tp lD fp !D U) U) VJ 1p N [O (D UJ VO (D t0 +25 +50 +75 211+00 +25 +50 L20-FOO +25 +50 +75 121+00 +25 PROJECT N0: 091023 OESIDNEO BY: S. SOVERS ND DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70.52 SHEET NO. PROJECT DATE. CHECKED BY: S. SOVERS CAD DATE: 2/21/WI2 2,32.03 PM DRAVN BY: F� FROM KIRKWOOD AVENUE TO I ST AVENUE FRIENDLY AVENUE AND SPRUCE STREET (SOUTH) E.04 CAD FILE: X,\ON\IE\2004\091023\CAD\Plam\091023-EOA.Mt IOWA CITY, IOWA PLAN AND PROFILE W Q O A O A BLNCHE E 4;)°H6 + + + 6 N e w a c °� s a HO � IIOVE's r ' \ o GRADIN 3 LIMITS � N GRADING LIMITS \ RiN RiN 2 °. A \ W PROTECT EXISTING LIGHT POLE u IIA 1 r _r 4 _ _ _ _ _ _ --- - . _-- - - -.,. o `_ HIGHLAND AVENUE ° # _ O I / TH-ENTRA ---_ '. s ,� a —s—s • —s — � I H ENTRA I RiW c Q STA. 1 +11.82 1 MUSCATI E 1 O STA. 26+ 5.6 (H HLANO STA. 132* 5.0 IS CAMORE TREET) I y ,,.I g n ROT XISTING PROT T EXI NGS I BU 55 5 N - / I I I b y / BUSINESS / 1 STA. 5+81.29 22. O 9' LT 8 20' 0 DIP WATE MAIN A Y M ?_ A„ / At I WITH MJ PLUG ¢, I i,I II os '4 0� M 'i' STA. 125+9 .8 2 8 3 23. O 2' L T GRADING I W` • I 0 B A GATE VaLVE TS LIMITS 1 I TOSFOR REFER REMOVAL INFORMATION PROTE T EXI5T1 ' m P STA. 126+00.00 29. 3' LT LANDS APING � Q HYDRANT ASSEMBLY RR FOR SHS NOTE. I SIEFEDEWALKTOL INFORMATIONSHEETS STORMREFER SEWERTOM INFOREETMATIONFOR CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES - STA. 1 6+29.37 31. O 7' LT STA. 126+21.01 94.78' LT , © 0 20 8"/ /S MJ BEND 8 1 45 MJ BEND 0 20 REFER DRIVEWAY (I.E. TREES. PAVEMENT, FENCING. ETC.)) ALL NOT SPECIFICALLY IDENTIFIED FOR NOT IDENTIFIED I� FEET STA. 126«32.42 39. . I I 6' LT FEET I� TO Y SHEETS FOR REPLACEMENT PROTECT TREES INFORMATION FOR REMOVAL AND OR REPLACEMENT 4 \ REMOVAL 5 O 8"/ 45 MJ BEND 7 STA. 126«21,59, 96.27' LT O a _ B-0 GATE VALVE c CONNE T TO SYCAMORE 3TREET 70GE OF PAVEMENT 705 705 710 --ifsro ST A. 1 6+ 7.1 +VPI Iv 4.6 +(0.00 10 EIV fi .21 \', - �•-J 7 - _ 700 705 K = 1 Len 3 .00ft C I' 705 EXI P OFILE td FRO WRY : PRO OSED P FILE - 695 700 GRA F 700 STA. 202+ 8.45 'L20% +2.00. V. 687..8: EL - - -3• 07, - 69 690 69 _ EXISTING FROFILE 69 ONN CT TO MR EDGE OF PAV MENT 00+20.0 STA. @ OF RO OWAY '= STA 125+8C.38 ELEV. 693.18 L 9 -0 . 0% .4 685 PROP ED 685 690 690 PI +35.0 VP{ +40.00 Iv 688. 3 : Elv 69 ;81 680 = 16 680 685 K _ 2( Len 4 .00ft 685 :en: 50. Oft: : 675 - 675 680 680 m V3 N O O O OJ O' O' N In e O N n n N m N N m O P !1 N Ia1 ^ m O P N O' O n ID [0 N O n N O O P l0 N Q t•1 t7 O P !•1 N O P O DO O' n Or t` n n O' O' O) O) O) n n l0 r n C OF OF OF OF O' O' OF OF 03 OF 03 OJ GO CD CD 00 00 0' OF OF O' O' O' tD [O V) l0 b O3 UD DO 00 [D TO l0 (O (O w OB [O TO w l0 AD l0 w 10 t0 [O tD t0 [D [O [O [0 w t0 +25 +50 +75 126+00 +25 +50 +75 +25 +50 +75 201+00 +25 +50 +75 202+00 +25 +50 +75 203+00 125+00 PROJECT NO: 041023 DESIGNED BY: S.SOVEM NO1 DATE BY REVISION DESCRIPTIO! LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(837)-70-52 SHEET NO. PROJECT GATE. CHECKED BY. S. SOVERS CAD DATE: 212112012 2.32:05 PM DRAWN BY: *Foth FROM KIRKWOOD AVENUE TO I ST AVENUE MID AMERICAN DRIVE AND HIGHLAND AVENUE E.�rr: CAO FILE: X:\CR\IE\2009\091023\GD\Plena\091023_E05.sN[ IOWA CITY, IOWA PLAN AND PROFILE O O O O O 1 OO O O O + o + + N i r N N N a r I u ul w 0 0 " it w � w R/ _ At- -'St -.-. -- _ - - - - m SYCAMORE RE ST_ ET_- - - J12" / DIP WATER MAIN - 4 r_ 8 ____ __ __ ___ (W/ NITRILE GASKETS( 3H0 3H0- iR0 0 - 3�(l - --,_ H 3H0 H0 0 0 3- 3H0 - _ 3H HO R -- 2 a 5 - g - 7 --- g -- ' - - - - 1 Y - Y- R/W o I 6 w- ODS .I I c j 0 0 mf c ol P WATER N oil /ITRILE m m (W7 GASKETS) m STA. 125+47AL 28.00' 12"0GATE VALVE STA. 125+98.74 26.00 RT REFER TO I SHEETS FORI ( - Z 6"0 GATE VALVE REMOVAL INFORMATION i\ STA. 35.00 .82' RT Oi 6'/ 45 CONNECT T (STING STA. 125*51.65 28.00' RT 4O STA. 19.24' II 8 REFER TO L SHEETS FOR REFER TO M SHEETS FOR NOTE: l2'/ X 6"/ MJ TEE SIDEWALK INFORMATION STORM SEWER INFORMATION CONTRACTOR SHALL BE RESPONSIBLE DAMAGE TO EXISTING FEATURES TREES, PAVEMENT, FENCING, ETC.) 6"/ CAST TER MAIN 0 STA 5-37.00.RT STA. 125+54.00 28.00' RT REMOVE EXISTING TEE A D E EXISTING D CONNECT TO EXISTING M TH 6"/ DIP WITH 6"/ SOLID SLEEVE FOR 5 0 12'/GATE VALVE REFER TO Y SHEETS FOR PROTECT ALL (I.E. DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED NOT SPECIFICALLY IDENTIFIED FOR 611" 5 MJ BEND INFORMATION FOR REMOVAL REMOVAL AND OR REPLACEMENT '/ X 6"/ MJ REDUC N NORTH END STA. 125+98.7428.00' RT -77- © STA. 129*20.00 20.50' T OO HYDRANT ASSEMBLY - 12 / X 6N/ MJ TEE 710 Po w 705 'a '7) 705 --- --- @ OFWATER MAI 700 _ _ _ _ _ _ _ _ _ _ _ 700 MINIM M 5.5' CC- 695 TOEXISTING 1."0 DIP A IN 695 -CONNECT 690 6"0 C ST [RON WATER MAIN 690 685 : 685 680 680 P O F-; CIDr Q' VW MOn 7 m O N N O O Q' PN ON' O O O O O O O Q` P 0' DOOJ` PN n n 1, r n n n n n n n n cD Ao co to +50 +75 125+00 +25 +50 +75 126+00 +25 +50 +75 127+00 +25 +50 +75 128+00 +25 +50 +75 129+00 +25 +50 +75 130+00 +25 PROJECT NO: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION ROAD IMPROVEMENTS LOWER MKWOO STP-U-3715(637)-70.52 SHEET NO. PROJECT DATE: CHECeED BY: S. SOVERS CAD DATE: 2/21/2012 2:32:07 PM DRAWN BY: +Foth A FROM KIRKWOOD AVENUE TO 1ST AVENUE SYCAMORE STREET E.�6 PLAN AND PROFILE Cn-. rI,E:xnCR\IE\200a\09Iw3\CAD\Pl,.s\09ID23 ED6..Nn IOWA CITY, IOWA Lj A I GRACING LIMITS RIW +o v -STA. 132+05.0 (SYCAMORE STRE T)=- - (HIGHLAND AVEN ) ; m YCA,yO CITE No WATER MAIN GRADING LIMITS 2 OTECT TREE (TYP.) . 132+94.31 (SY MO STREET) S 21+14.56 (LOWE r.ATIN9 RD) / a r REFER TO I SHEETS FOR 41 / f / / � O STA. 131+94,46 22.44' RT — Z REMOVAL INFORMATION TY F j�JyG /�e� 1a -\ , 12"/ 45 BEND d �� REFER TO LISHEETS FOR SIDEWALK INFORMATION REFER TO M SHEETS FOR STORM SEWER INFORMATION NOTE: CONTRACTOR SHALL RESPONSIBLE °5 / / ' Q / ��' � o� STA. 132+54.50. 39.18' RT �^ ST FOR DAMAGE TO EXISTING FEATURES , c / . �' VO 12"/ GATE VALVE o FEET 20 REFER TO Y SHEETS FOR PROTECT ALL (LE. TREES. PAVEMENT, FENCING, ETC.) / / eV DRIVEWAY REPLACEMENT TREES OUTSIDE NOT SPECIFICALLY IDENTIFIED INFORMATION THE GRADING LIMITS REMOVAL AND OR REPLACEMENT 710 710 VPI 131+35.00 Eiv 698.00 705 K =-'43 705 Len 50 OOft EXI TING P GFI - IS OF ROA WAY 700 700 _. 2% -- 695 695 TA. 130-83.52 P OPOSED 9 38 PROFILE 9 RADE 12'0 DIP WWATER MAIN. 690 690 CONNECT 0 LIMR EDGE. OF PAVEMENT 132. 73.54. STA. E EV. 69E.34 685 685 680 680 u3 r o m N n o 111 O N N O N t` C7 N 'R r N N N r O T-1 W OJ (0 O3 OJ W n n n n 1D h (O n LLl I� l0 O' O' O'P PO' O'uD PO' O'P P t0 tp t0 wO' (O WIG t0 N wP 10 � tD cD N t0 t0 c0 t0 + 50 +75 131+00 +25 +50 +75 132+00 +25 +50 +75 PROJECT NO: 091023 DESIGNED S. SOVERS HO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 SHEET W. PROJECT Y: N.1TE: CHECKED BY: S. SOVERs Rr: ��� FROM KIRKWOOD AVENUE TO 1ST AVENUE SYCAMORE STREET E.07 ce0 DATE: z/zvzDlz zaz:0a PN DRAWN PLAN AND PROFILE cs0 FILE: x:\cR\1E\zoov\Ovloz3\cnO\Piaoa\091020_ED .z t IOWA cm, IOWA +Z O O O O O 00 0' OWWONG jLiM /�,PROTECT TREE (TYP.) —„R/W R/w_ y+V/ .,�5� \m3 pfFpRfsT A f__o V CW 4y —_— o — — — SHE — — — DHE _ C_OH o - o o a i ` DEFOREST A ENUE — / so 6” 0 DIP WATER MAIN ' (W/ NITRILE GASKETS) ow 4 o. ^.. D W _ O5y R/w r / ® — — — ILII ET STA. 26+679.90 ( JEERRMUSCATIN REFER TO I SHEETS FOR f DIP WATER MAIN REMOVAL INFORMATION (J/ NITRILE GASKETS) 0 m REFER TO L SHEETS FOR REFER TO M SHEETS FOR NOTE: SEWER INFORMATION CONTRACTOR SHALL BE RESPONSIBLE n i o SIDEWALK INFORMATION STORM FOR DAMAGE TO EXISTING FEATURES m m ` 0 20 REFER TO Y SHEETS FOR PROTECT ALL O.E. TREES, PAVEMENT. FENCING. ETC.) NOT SPECIFICALLY IDENTIFIED FOR I F� DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED REMOVAL AND OR REPLACEMENT / INFORMATION FOR REMOVAL O STA. 146+ 0 24.00' RT STA. 146+65.00, 19.00' RT O STA. 146+67.00 24.0 Y RT O STA. 151+36.00 4.00' RT 6'0 GAT LVE HYDRANT ASSEMBLY 6-0 GATE VALVE 6"0 GATE VALVE 710 _ l0 -A -J. � EXI TING G OUNO PR FILE - "7 E•. 705 @ OF WAT RMAIN '-1-405 X[ST ING PROFIL STA. 150+48.5 700 ` `— — _ _ �''-0F OAUWAY 700 _, MINIMUM 5.5' COVE 695llllk� 695 71"FL PROPO EO PROFILE GRADE DIP ATER M IN 6"0 DIP WAFER AIN 1111- 12"0 DIP WATER MAIN 690 690 CONNECT TO L R EDGE 3F PAVE ENT STA. 151-4q.5( 685 685 680 - 680 O W O U) M W M P O O' V O' e O Hl ^ h N m O^ W 0' LLl h t'1 1f1 ^ fh N M N N ^ O O O' Q' W W W 1� n W tp W W W IIf N I/1 111 N O N O O O O O O O O O O' P Q' Q' P D' 0' Q' O' P O' 0' 0' V' P 0' P Q` O' r r r n n n n n n lD W UJ W W W W W w W W W W W W W W W W +15 146+00 +25 +50 +75 147+00 +25 +50 +75 148+00 +25 +50 +75 149+00 +25 +50 +75 150+00 +25 +50 +75 151+00 +25 +50 PROJECT NO: 091023 DESIGNED BY: S. s0VER5 NB DATE BY REVISION OEBLRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STRU-37156371-70.52 SHEET No. PROJECT DATE: CAB DATE: 2/21/2012 2a2a1 CHECKED BY: S. SOVERs*Foth PH DRAWN BY: I FROM KIRKWOOD AVENUE TO 1ST AVENUE DEFOREST AVENUE E,08 PLAN AND PROFILE ceo Paa xncRxlEKZOov\o9loz3YcnoAPi,:,:x09mz3_EDe.mT IOWA CITY, IOWA �9/X10 y M AM A EN RGY \ % • MODULAR BL K RETAINING WALL (HEAVY) TO BL r / + —---(REFER ...0 o � •_ � \ � " I /� o 'Sid \ � � o\ . ���� \ / ✓ \ U STA. 1 6.00 AD, EN KIR ODD ENT) \ STA 24.81 WER \ \ i i � 2 K RKW t / •� B Ow Q / ,\ \ 'O•'O \ icx GRADING LIMITS, :: / R� OM 0 y Ili �>r r v REFER TO I SHEETS FOR • - / REMOVAL INFORMATION \ s m I / / I REFER TO L SHEETS FOR REFER TO M SHEETS FOR SIDEWALK INFORMATION STORM SEWER INFORMATION NOTE: HA E N CONTRACTORSHALL B 0 SIBLE \ 9c FOR DAMAGE TO EXIS FEATURES — To _ \ -/— _ 0 20 II REFER TO V SHEETS FOR PROTECT ALL (LE. TREES. FENCING. ETC.) NOT SPECIFICAL ENTIFIED FOR P E DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED INFORMATION FOR REMOVAL REMOVAL AND REPLACEMENT i /O VPI 161+45 I: 163-60.00 _ Elv 96. 695.02 K - 7 K 700 CO NECT TO LMR E GE OF PAVEMENT _ _ P OPOSED 700 r.-=+ . P OFILE CRADE Len. V. 695. 11 VPI 164+50.00 ZEL Elb 691.24 -0.50. 695 K = 35 695 Len 90:00 t Ct E IST[NG ROUND ROFILE 4.20'/, OD 690 @ OF E TRANCE ' - 690 STA: 165+27.0 685 68 ELEV. 589.96 N n N tD P Q N P r Y N r N O N 0 N m O' lD Q Q• N N h^ m0 D'P P N Q' O mm mm to P Y O O^ m m m N Om m N m mO Y 0' P O N ON Nm mm 0m 0< 0Q IfY O LLlO ON N C' 0 C` 0m mP Y P <O m N ^ O^ OO m C' Q' m D' m O' m P m P m O. 0' m C' D' O' P P O' P m m 0' m mm mm (Dm mm l0m Om (Om ED m w lDm m m mm mm mm mm mm m l0 0m m m mm mm - _ 160+00 +25 +50 +75 161+00 +25 +50 +75 162+00 +25 +50 +75 163+00 +25 +50 +75 164+00 +25 +50 +75 165+00 +25 PROJECT N0: 091023 DEBIGNED BY, S. MYERS NO MTP BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52 S`EET uC. PROJECT DATE: CI£CKED BY: S. SOVERS CAD DATE: 2/21/2012 2:32:13 PM ORA" BY: *FothFROM KIRKWOOD AVENUE TO 1ST AVENUE MID AMERICAN ENTRANCEIKIRKWOOD ENTRANCE E.09 CAO FILE: K:\CR\IE\2009\091023\CAD\Plana\091023_ED9ebt IOWA CITY IOWA PLAN AND PROFILE GHE \' STA. 170+64.21. 27.29' RT �\ RELOCATE HYDRANT TO \ STA. 170+64. 35' RT 0 GRADING \ 40 LIMITS ORAL-8 LABORATORIES STA. 170+00.00 (MALL DRIVE Jr\ STA. 34+19.75 (LOWER MUSC INE RD) n r 3 VC oo vs - a � 1 \ MALL DRIVE \ \ \ m \ 1 —.S7S (TVP.) YY\ PROTECT TREE \ \ REFER TO I SHEETS FOR REMOVAL INFORMATION \ \� \ / REFER TOL SHEETS FOR REFER SHEETS FOR SIDEWALK INFORMATION STORM SEW FORMATION \ ,: 24 O 20 REFER TO Y SHEETS FOR PROTECT AL Al A A K FEET I DRIVEWAY REPLACEMENT TREES NOT IDENTI INFORMATION FOR REMOVAT 705 - 705 t7O,7 .00 E t 694.15 K 39 700 Le 50.00 - 700 STA. 17.1+19 95 EXIS PF OFILE . 693.9 ELE @ OF WAY 695 695 +0.777. .51% 690 690 PROFILE DRADE CONWE CT TO LMR EDGE OF PAV17MENT 685 STA. 685 170+21.86 ELEV. 693.74 680 680 675 675 —T o m n ry I tp h l(1 Q' M O N O O P h tp Q V V V HO O Y C (7 In w 0' O' P O' D' tT P 0' O' Q' Q' Q' P l0 AO l0 0 �D t0 QD HOW l0 l0 (O (0 tp w l0 170+00 +25 +50 +75 171+00 +25 +50 +75 172+00 PROJECT Ro: 091023 - DESIGNED BY: S. SorERS No DATE Sr REVISION DESCRIPTIDN LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52 SHEET W. PROJECT DATE. CHECKED Sr: S. soyERs CAD DATE: 212112012 2:32:22 PH DRAWN 3Y: *Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE MALL DRIVE AND IST AVENUE E.10 CAD FILE: X:\CR\IE\2009\091023\LA0\Plana\091023_E10.sht IOWA CRY, IOWA PLAN AND PROFILE 7u �'" Ly GRADING x I i �� "" 5 O 7 - - _1 1� CIQ OHE OHE OHE GRADING LIMITS J �" as \ OHE HE -r ORE OHE a MIQAM0LCAh[-T2WER -ENTOANCE STA. 236+00.00 (MICAM TOWER) _ STA. 200+80.00 (MIDAM NORTH ENTRANCE) f I MODU AR BLOCK RETAININ ALL (HEAVY) :1 I (REFE 10 U SHEETS) � I 1 1 I 'a© j x I '_ - -- --- -- �F�- �- -----+Elm°"E-— -— --- - - -- i OME E OHE — HE ti x IiOHF -�_ — 0HE REFER TO SHEETS FOR I REMOVAL INFORMATION - \ REFER TOL SHEETS FOR SIDEWALK INFORMATION REFER TO M SHEETS FOR STORM SEWER INFORMATION) I D 2U FEET54 NOTE• l CO CTOR MAGE SHALL BE RESPONSIBLE 'Py aNf E. TREES. PAVEMENT. FENCING. ETC.) CF` ONe TFORS 'Y \ ONp 0 20 FEET REFER TO Y SHEETS FOR PROTECT ALL I NOT SPECIFICAOLLYKISTING IDENTIFIED DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED I REMOVAL AND OR REPLACEMENT. \ INFORMATION FOR REMOVAL \ p!' 705 705 705 7 CONNECT T M DAM RICIRTH F AV M NT 700 CONNECT TO 1DAM-K RK EDGE OF PAVEMENT 700 700 ST . 2 O+0 .00 70 01 09 ELE . 6q5.4q XISTINC GROUND PROFILE 0. 1% EX1ST1 G GROUND PROFILE OF NTRANC STA. 31+00.0 69 695 695 695 VPI 220+19.00 9 EIv 95.38 690 690 VPI -35. 69 Len 20.00ft Elv 61 4.03 PROFILE GRADE PR POSED FROI TA. •73. 685 GR DE 685 685 - 68 L V. Is 680 680 680 68 14 675 - 675 675 675 N T7 7 NaOe o) If a NN In O' d) W m mP 17e mm ComQ P LD D) OD DO P Q O' P 0' 0' c- O'WAD ww AD tD 1D ID w 230+00 w 0D b w w 0D UD - +25 +50 +75 221+00 +25 +50 +25 +50 +75 231+00 +25 +50 PROJECT ED: 391323 BY: S. SUERS RD wTE er RErlsiax DEsauPnoE LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 CAD DA7ECT Dere. cn3 Dore: zrzvz3¢ zuz¢a PH CHECKED CHECKED Br: S. SOrEES ORnvE BY: Foth FROM KIRKWOODAVENUET0ISTAVENUE MID AMERICAN ENTRANCE/ MIO AMERICAN TOWER E.11 CAO FILE: E:\CR\IE\2009\091023\CED\Piam\091023 EIImM IOWA CITY, IOWA PLAN AND PROFILE / I IDAM RICAN OOP - O / s°e SI A. 500+00.00 (MIDAM LOOP) _ S A. 1-2q.59 (MIDAM NORTH ENTRA ) DAM RICAN OOP — STA. 501+53.64 (MIDAM LOOP)= o / 0 / O _ �P� C S �9 LAND CA _ Nt- — T 401+07.00 b 'A.• 5B1+S3 _ _ _ _ _ _ _ (MIDAM YARD) _ 4 (_MIDAM LOOP) wi / / o 0 / 0 a -,_.ops.. r STA. 401+07_00 (MIDAM YARD) — St.S. — . GRADING LIMITS K Z MID ICAN YA _. \�� / /" I / = Z MID [CAN YA — f/ \ o o 5 00+00.00 (MIDAM YARD 0+97.56 (MIDAM NORT TR o p -, l- —x–s a•—« ' O PROTECT EXISTING \ o o WATER PIT \ I REFER TO1 SHEETS FOR REMOVAL INFORMATION TO SHEETS FOR SEWER INFORMATION PROTECT ALL NOT IDENTIFIED M a ' d �z \ ,/ d I I ti !1 I ` I 0 FEET 20 uT —' M A R AN R Y d a �"� / o o 20 a EL EET f NOTE: CONT OR SHALL ST RESPONSIBLE FO MAGE TO EXISTING FEATURES TREES, PAVEMENT. FENCING. ETC.) SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT REFER TO L SHEETS FOR SIDEWALK INFORMATION REFER STORM REFER TO Y SHEETS FOR ENT DRIVEWAY REPLACEMENT TREES INFORMATION FOR RMOVALE 6 � N IiIiiIIIk 700 700 700 CQlNlFQT T i MIQAM JTRANCF ITf'`1 700 ONNECT TO MIDAM NORTH ENTRANCE EDGE OF PAVEMENT/-TT EL .500+1 V. 687.4 .46 -77 TA. 40+00:00 LEV. 6 8.09 695 EX(STI G GROUND PROFI E 695 695 VPI 500+85.0 LE 1 400+ 1 400+1 2.50 @ 4, J ENrR0CE ST./403.q7_20 EL orElv 69q. Len I I D.00ft EXIST @ NG GRO F ENTRA NO PROF CE LE `.>. 690 690 690 u 1.00% +0,6X 685 685 +.. t= 7 ... : O 685 685 PROP SED 0.75% FI E GRADE CONNECT TO MIDAM ARO _ED OF PA EMENT 501+5 .64 STA. 680 1000 680 680 EL V. 688.13 1 5(10+41.141 680 or E I v 618.&q 675 - 675 675 675 670_L--670 670 670 O C't N T.ilmi P 0"T--..-W m O^ OTOP Y PN Pm m m m m m m m m m m m m m m m m m m m m m m m m m W m m _ n m m m m m m m m m m m m m VD P W m m m m m m P m lO m m m m m m m m m m mm m 400+00 +25 +50 +75 401+00 +25 +50 500+00 +25 +50 +75 501+00 +25 +50 PROJECT N0: 091023 DESIGNED BY. S. SOVERS PROJECT DATE: CHECKED BY. S. SOVERs CAD DATE: 2/21/2012 2:32:26 PM DRAMN BY: CAO FILE: K:\CR\IE\2009\091023\CAD\Plain\091003_Ei2.sht NO DATE BY REVISION CESCRIPTION F� LOWER MUSCATINE FROM KIRKWOOD ROAD IMPROVEMENTS AVENUE TO IOWA CITY, IOWA 1ST AVENUE STP-U-3715(637)-70-52 MID AMERICAN YARDI MIO PLAN AND PROFILE AMERICAN LOOP SHEET W. E.12 NOTE: REFER TO L SHEETS FOR REFER TO M SHEETS FOR REFER TO I SHEETS FOR CONTRACTOR SHALL BE RESPONSIBLE SIDEWALK INFORMATION FOR TO EXISTING FEATURES STORM SEWER INFORMATION REMOVAL INFORMATION 15 DAMAGE (I.E. TREES. PAVEMENT. FENCING. ETC.) a I \ ..• SHEETS FOR NOT SPECIFICALLY IDENTIFIED FOR REFER TO YR PROTECT ALL i REMOVAL AND OR REPLACEMENT DRIVEWAY REPLACEMENT INFORMATION TREES NOT IDENTIFIED FOR REMOVAL ® F� �II GRADING OSTA. 180+56.71 42.81 LT © STA. 180+8 1.50 30.00' LT / ® 14 LIMITS l6'/ 45 MJ BEND 164 X 8"I MJ TEE CONNECT TO EXISTING / O 16"/ CAST IRON WATER MAIN O STA. 180+81.50, 28.50' LT O di 8"0 GATE VALVE + O \ - C� OSTA. 180+58.39, 41.15' LT O / m + % •' 16'4 BUTTERFLY VALVE O STA. W0+8 1.50 38.00' RT O 8 / GATE VALVE + STA .00. 43.46' LT N NT AS HYDRANT ASSEMBLYO 00SEMBLY0.00' RT HYDRANTO S85 `m' "\STILES REAL ESTATE CORPORA O STA. 180+61.18. 38.43' LT j I DO 16'4 BUTTERFLY VALVE - ----- 0 - aiG STA. 180+70.00 30.00' LT + Rlu '--� 13 45 MJ BEND r. 16' V 12 \ p —16- Sa o I 17 /ISTA 1 4+ ,80 RST AVENU t 1ST AVENUE ',STA 40+q2 4 OWER MUSCATIN v\ PROPOSED STEEL BEAM GUA RAIL 7 1S T / 411, \ 1 NU STA. 180*81.0 27. LT y` 54 LF O BORING WITH 54 LF \ / ENO BORING OF 18" TEEL CASING PIP S (0.312" ALL THIEKNEa_\,� \ c;\FOR 8" WAT fl W Cl. Riu u � C o GRADINTj LIMITS y STA, 180+8 1.50 7.00" 10 3 7� BEGIN BORING ,�„ 20 FEET R R I 0 705 _ _ _ _ _ - - - - 705 @ OF WATER AIN EX15T NG. PRD 1 MINIMUM 5:5' COVE @ F ROAD AY STA.. 183435.29 700 - - 700 _ -�'' STA. 185+54. 7 EXIS ING 16” OAST ''-"'-' --_' --- ELEV. 693.81 IRON WATER AIN.. -. _N-2 695 I A FER-07=. 695 _ 5'/. Q 5 A.I6Q*6 so 42.03' RT AGATE —PROPOSED 8 V LVE PROFILE GRADE 690 690 + 1.1,.. 8 0-X6, UC R CONNECT TEXISTING - 184+I 0. 685 6"0 S CAST I ON WATEF MAIN A. 183+1 i.00, 30. O' LT NIVIWK95.18 685 16"0 X 8"/ MJ TEE K = 13 S A. 183+1 :94 32. 0' LT y 75. / GA V iLVE 8 680 STA. 183+1 1.30. 95.12' LT STA: 18 3+85.00. LT 1 680 810.45' M, BEND HYORAN ASSEMBL SA 182+9 .33 122J48' LT. IS17 R STA:-18 +24.13, 9.36' LT MQVE TING TE CONNECT TTERFLY ALVE T TIMI EXISTIN 8"/.WAT R MAIN 16 / B 75 675 W N Ti�o II O N [1 le0D' (<D'I OPO' Wrpf' OP IOI'I OD• <P Qa' Q?V OP t0677' rM O n/ O 0 r Q n O n 0 r n (p t0 lD 1p t0 t0 lD t0 1p t0 N 1p tD PP O O 1p 1p tp t0 Y) b tD 1p +25 +50 +75 161+00 +25 +50 +75 182+00 +25 +50 +75 183+00 +25 +50 +75 184+00 +25 +50 +75 185+00 +25 +50 +75 186+00 PRDIECT N0: 091023 DESIGNED BY: 5.20VERS NO DATE By REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U3715(637)-7052' PRaecT Dere: cxec%ED BY: S. SOVERs N Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE 1ST AVENUE E.13 2 ORANN BY: CAD DATE: 2/21012 2:32:28 PLAN AND PROFILE CAD FILE: %:\CR\IE\2009\091@3\CAD\Plana\09I023_E l3.axt IOWA CITY, IOWA b Q IB 19 \ \\ 0 \ \\ + \\ 6 PUTNEY. KENNETH L d & SARA JEAN MARTIN RYAN A ROURKE, HESTER F \ \ \\ O a I LEI p9 ® \\ \ ----- ----- --- ----- — \ -� —— --- — I — — ®0CP�p Va — — — ----- — — — — — — — — — — Ln �J a O CS r— m Y _ R/H/W \ Y R R/W R/W R/W /W R/W A --G — — — — — — — — — — — — Tl — — — — — — G — — — _ T1 11n— _ _ __ — — — _ — _ T1 — — — — — —- - San. — — — — — — — — — — — — — San. — ° — — — — — — b— an. — — San. LOWER MUSCATINE ROADc, A. 1018+45.00, 0.00' RT a, SAWCUT REMOVAL LIMITS a G— — — — — — — — _San. _w_ _ — _ — _ —San. — _ — — _— — — — — — — W — 1a {� \ R/W7OW )IE/ R/W R 1 O L \G \R a O 1 43 705 705 STA. 1019+18. 0 7 0 ELEV = 693.90 70 STA. 1019+12. 0 ELEV = 693.68 PROOSEO DE T UR : PAv MENT 695 9 +0.78' 690 STA. 101 +45.00 69 MATCH E% SLING E Exl TING. .GRD JNU ELEVA TION NOTE: CONTRACTOR SHALL MAINTAIN 47. OR LESS : : ::AT. ROPOSED DETOUR CROSS -SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL PAV MENT CE TEFL.INE 68 685 PAVEMENT THICKNESS MAY BE REQUIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT —00 WILL BE MADE FOR ADDITIONAL MATERIAL REQUIRED - TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 680 75 - 675 O 0' P t0 n N t1 m ILl M n 1'1 D' TA C, AI nI nI M !'1 ri O' tD tD t0 l0 t0 b Ol O +50 +75 1019+00 +25 +50 PROJECT N0: 091023 DESIGNED BY: S. SOVEfls NO DATE BY REVISION CESCRIPTICn LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 SHEET W. DATE: CHECKED Br: s. sOVEfls oeTE: zns/zo lz u:as:no AN oR,W Br: FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F.01 ceo CAD PLAN AND PROFILE CAD FILE: X:\CR\IE\2009\09Ia23\CAD\Plans\09I023_FO LSM1t IOWA CITY, IOWA I I I O O O O ' O\ -- + 3 ; ;��l ti I v I �' I 6 N / �, 1� I w 21 - N O O 21 \, C7 K M AMER C 'i \ T np I KIRKWOOD KIRKWOOD " I KIRKW000 ` I M MMUNITY COLLEG_ I I COMMUNITY COLLEGE -'- GRIND 22 LF OF RB �- I GRIND 37 LF OF CURB ING Y EXISTING DRIVE I OVERLAY EXISTING —�— --, x I OVERLAY EXISTING DRIVE ° WITH 0 PAVEMENT. *4 I WITH DETOUR PAVEMENT. \4 oy I I m GRIND 61 LF OF CURB Y + OVERLAY EXISTING DRIVE 8 5 I I WITH DETOUR PAVEMENT. ° a A- //W� � £! o V � R/H • © � � 0 J r-I 03� o (' b. / I .' R/�/w a R/ 4R/Y _ 77 LOWER M ATINE ROAD TA. 1023+13.81, 13.00' RT "�� \ \ STA. 102047/.26. 13.00' RT STA. 1022*55.48. 13.00' RT SAWCUT REMOVAL LIMITS I A. 1024-45.53. RT I wZTA.25+05.44. 13.00' RT \ SAWCUT RE OVAL LIMITS AWCUT REMOVAL LIMITS SAWCUT EMOVALLI3IT5 d. SAWCUT REMOVAL LIMITS \— — — —o — STA. 1020+16.40. 16.76' RT G — — `-� — — — — �_ G — _ — _ — -�'— G — dyE— —_ _+ _SY.S. _ — G — — = SAWCUT REMOVAL LIMITS �i / — — — — — — — — — — — — — � '�.� s ' ° vJ IOWA CITY F T R RT CITY OF 705 —t 7051 1022-71.00 EV,- 6.01 SA.1023+3.00 0600 -� 70 . ISTINGROUND EEVATIO E EVa69594 ELEV 16 52 700 ELEV = 695.26 695.20 ELEV = 634.86 AVEMENT CENTERLINE r-ELEV + +0:817. +0.38% .35% 0.76' 695 +0.24% 695 1.67% -1.25% 0.41'%. +1.28'% PROPOSE DETOUR 1AVEMENT, PROFILE RADE 690 6901 NOTE: CONTRACTOR SHALL MAINTAIN 47. OR LESS CROSS-SLOPE ON ALL DETOUR PAVEMENT. 'ADDITIONAL 85 PAVEMENT THICKNESS MAY BE REQUIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT 6 WILL BE MADE FOR ADDITIONAL MATERIAL REQUIRED TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 680 68 675 675 093 I� N ONFLI.q 09Nm UI o F;_. P n M Y tD N0' to O O nO a0 O' PO' P r O'r 0101, tD T-01";. ltl I/IR V N O N-� IPN NN III tD III (O IO IO Inn Wf IN 09N N IIIN WI WI IIIN WI WI - NN 09 N WI I/I 09091 O O' Q' CT O' O' 0' P P O' O' O' O' O' P P Cc O' P P O' P P P O' O' P O' P O' O' P O CO w O (O O O w O O O O AO w O w O CD VO l0 10 AO l0 (D (O t0 (O l0 UJ LD l0 1) O l0 w w O O b w +75 1020+00 +25 +50 +75 1021+00 +25 +50 +75 1022+00 +25 +50 +75 1023+00 +25 +50 +75 1024+00 +25 +50 +75 1025+00 +25 +50 PROJECT NO: 091023 DESIGNED BY: S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-76.52 SHEET NO. PRWECT DATE: CAD DATE: 2/16/2D12 CHECKED BY: S. SOVERS 11:06.42 AM ORAWN BY: F� FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F.02 CAO FILE: X:\CR\IE\2009\091023\CAD\Plam\091023_FD2.aM IOWA CITY, IOWA PLAN AND PROFILE 0 0 ---- o- -- 0 0 0 0 0 % o - - 0 0 o o o - -� . KIRKWOOD COMMUNITY COLLEGE " ORAL-8 LABORATORIES E I GRIND 30.5 LF OF CURB OVERLAY EXISTING DRIVE - - - - WITH DETOUR PAVEMENT.- --f i' - - - GRIND 4r7S._X_OESTING-CURB I r OVERLAY EXISTING- VERL -_ --- -- --- Q ,_ ___------- WITH DETOUR PAVEMENT. /-- ------ ---- - i 0 �— a° 1: _ TEMPORARY RELOCATE HYDRANT ry "� FROM STA. 28+37 5�5' 23' LT TO STA. 28+37. LT------_ o` _t--- ----------- --- c ¢ 4 O 4 O r-I r-I r-I R/W R/W W � R/164 /� R/W R/W R/W 7777777777 - - - - - _ - _ W - - - - - - - - - - - STA. 1027+00.12, 13.00' RT- SAWCUT REMOVAL LIMITS STA. 5, 13.00' RT ST 1027+75.28, 13!00' FT I TA. 1029+05.55. 17 SAWCUT REMOVAL RT LOWER MUSCATINE ROAD 0 SAWCUT REMO L LIMIT AW REMOVAL LIMITS / o -t-� - TA. 1028+50.79, 13.10' G-r RT - - _ _ - G - _ - _ - _ - _ - _ - _ - _ - G _ SAWCUT REMOVAL LIMITS WI� - - - - - an. - - - - - _a>- Sal - - - - __ - R/vf - _ y — CO 4 O OLl 1 �--\ FEE tiI W I I I \ •� / J ri — L� 705 705 0 - .. STA: 1 --- -. STA. 027+35.0 - LEV- WADI) 700 ELEV 695.78. STA. 1028+9q.DO EXIS IMG GROUND ELEVATION 700 STA..1028+55.0 PAVE ENT CEN ERLINE ELE 695.9 * ..1.17... - .747 +0.04% 695 .24% 69 0.60%: PROFOSED DETOUR PAVE NT PROFILE GRAD 69 : 690 NOTE: CONTRACTOR SHALL MAINTAIN 4% OR LESS CROSS-SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL : 685 PAVEMENT THICKNESS MAY BE REOUIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT 68 WILL BE MADE FOR ADDITIONAL MATERIAL REOUIREO - TO MAINTAIN SLOPE, ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 6 0 680 675 67 P N n m O' t0 t0 n -� N O• I� ^ N m v I!1 N n N a` O -� mm <O NN NO ID N 10N n l0 n lD t� O t0 CD GOO CD O' n O Pn 0' N O' O' ^ O'^ 0' ET N O' P lT lA OOJ O W Nl N 0 0 o N N N m N on 0 121 n N 00 00 N LO on N N If; N Nl o 121 w m EO In O N ID N O ... -1(1 l0 N N w N O N CF O' P 0` O• P C'(7 V P mm P 0• O. O' CYC' O' P O' O' PC` P P O' m mm O' O' O' O' O. O' 0' P O' 0' O' D' P O' P ? 0' O• ED l0 O O l0 (D N O l0 l0 O l0 l0 l0 l0 !D lO (O {O l0 l0 O l0 l0 1p N lO w N IO l0 w N EO O O IO EO EO EO N w tO IO EO 0 O EO +75 1026+00 +25 +50 +75 1027+00 +25 +50 +75 1028+00 +25 +50 +75 1029+00 +25 +50 +75 1030+00 +25 +50 +75 1031+00 +25 +50 PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO 1 DATE By 1 REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS g��u.371G �' 7�-70-52 `9 SIEET M. PROJECT DATE: CAO GATE: 2/16/2012 CHECKED BY: s. SOVERS 11:06:4/ AM ORAVN BT: +Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F.U3 CAO FILE: X:\CR\IE\2009\091023\CAO\Plme\091023_F03.Nt IOWA CITY, IOWA PLAN AND PROFILE O o O+ o O o O o .------+ q / + AN o o o / WEST DES MOINES - MPA Y W STATE BANK GRIND 51.5 LF OF CURB = / CONSTRUCT DETOUR PAVEMENT _ GRIND 22.5 LF OF CURB TO EXISTING PAVEMENT ELEV. OVERLAY EXISTING DRIVE / TEMPORARY RELOCATE HYDRANT .---.-___% / KY WITH DETOUR PAVEMENT. FROM STA. 31+93.50. 23.5' LT / % TO STA. 31.93.50. 45.0' LT /_ _ _ — — — — _ _ — _ _ ,� • - y _ GRIND "I J 16.5 LF OF CURB / I — —°- OVERLAY EXISTING DRIVE WITH DETOUR PAVEMENT, — o _ L _ _ — J L v r _ d r 1 / ~ R/W R/W R/W A J 7— —J W N STA. 1032+37.82. 17.00RT TA. 1032+80.71. 17.00' RT ` STA. IO 5, 17.00' RT TA. 1036+78.69, 17.00' RT SAWCUT REMOVAL LIMITS SAWCUT REMOVAL LIMITS 3.g2.1L�L17.00 RT \ SAWC VAL LIMITS SAWCUT REMOVAL LIMITS SAWCUT EMOVANITS — - — - — - — /G — - — -\— - — - _ - _ 0 - - — - — - TA. 1036+36.57, 17.00' RT -SAWCUT-REMOVAL LIMITS I STA 1034+97.30.117.00' RT ER MUSCATINE ROAD vi SAWCUT REMOVAL LIMITS _ _ G o +;N _ " INN R/WR/W R/W R/­ 9b?_ \� inb — / FK 705 7 u LVA 10N _3 A PROPOSED DETOUR a E P YEMENT ENTERL IN 700 STA. 10 4+90.00 70 STA 1032+40 00 ST LE = 696.0 ItLtY EL + 94..1 +/- MATCH 44.0 XISTING STA 1036+3 .00 STA. 1036+78.)0 ELE = 696.0 MA EXIST NG ELE = 693.9 = 693.8 -.0.797. +0.68% ....ELE 695 695 - L50 -0.10%.. 0.39'/.: 90 690 OF PROPOSED DETOUR PAVEMENT NOTE: CONTRACTOR SHALL MAINTAIN 4% OR LESS - PROFIL -GRADE-- CROSS-SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL 685 PAVEMENT THICKNESS MAY BE REQUIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT 685 - WILL BE MADE FOR ADDITIONAL MATERIAL REQUIRED TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE - INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 680 680 67 '..: --: 67 N rt e n O n Ifl W O n W3 n_ 1I1 n O YO YO CY P t0 N YD OP O n Ol0 O'm OP nC) Cl W1 PN W3N NN Cl WY CIC) OR Om OO O'n O' Q PCl YO I i l0 N 10 W3 N R lD C N N N N < N V N Q V Y R P V Y R P R < V P R C) m Cl CI CI CI CIM C) Cl Cl m CI m CI Ih O' P U' P P 0' P C' O' D' P 0' P P C' OF O' P O' C' P O' O' P O' P P P 0' P 0' P D' OF O' O' C' O' C' OF T C' O' P l0 OJ U3 t0 w (0w 10 l0 w {Ow (Ow low (0(0 10(0 t0 DO (0(0 wt wl (0 +25 +50 w (0!O w w w w w (O(0 03(0 wo w +75 1032+00 +25 +50 +75 1033+00 +25 +50 +75 1034+00 +25 +50 +75 1035+00 +75 1036+00 +25 +50 +75 1037+00 +25 +50 PROJECT N0: 091023 BY: 5. SOYERS NO GATE BY IIEYISION DESWIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(837)-70-52 SHEET NO. PROJECT DATE: CHENEE0 DESIRED BY: 5. SDVERS 2/I6/2012 IL06:4fi AM DRAWN BT: Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE DETOUR PAVEMENT F.04 CAD PATE: CAO FILE: %:\CR\IE\2009\091023\CAD\Plena\091023_F04nht IOWA CITY, IOWA PLAN AND PROFILE O O I O O // O I O I ,r O �„ O O l UO- _.._ O = ^' qq LA I N M 2 s` I W I 69 ® ® O / O O RTY GRO ANY I STILES REAL ESTATE CORPORATION^" 3 ^' t 1: BFLS PROPERTIES LLC I l ADRIAN P P GRIND 14.5 LF OF CURB / N I \ 3 8 LF OF CURB OVERLAY EXISTING DRIVE P n I EXISTING DRIVE / I WITH DETOUR PAVEMENT. ` / CAI` \�S TOUR PAVEMENT. _ lI \ / � GRIND LF OF CURB I • -- � 1 / — —ry UC CONSTRUCT DETOUR PAVEMENT TO EXISTING PAVEMENT ELEV. *,�'rVER 0I � / o_ I ur SC. S, 1 I TA-'1040+04.46, 17`00' RT SAVOUT REMOVAL LIMITS STA. 1012+94.48. 13.0 RT E TA. 1039+45.6 U.00' (iT°' SAWCUT REMOVAL LIMITS SAWCUT REMOVAL ITS +; STAY1T 0.38, 1 RT m TA. 1042+27.98. 13.00' RT / STA. 1039+05.69, V.00' RT REM SAWgUT REMOVAL S— — —®— — — mCG _ SAWCUT REMOVAL LIMITS _ — _ _ O — — SAWCUT REMOVAL LIMITS I- — _ G ui STA. 1038+67.62. 17.00' RT — _ _ — — — - — — _ _ 5y , '^. SAWCUT REMOVAL LIMITS — — _ G G _JLe Y —_ — _ - s"o — - — G — SAW 1038-35.87. 17.00' Ri I.. LOWER MUSCATINE ROAD I - -- - ., SAWCUT REMOVAL LIMITS _ — — W — — — — — — ---- W _��— - --- --- STA. 1037+93.45. 17.00' RT • Q_L _ -'_--_ . SAWCUT REMOVAL LIMITS I 0 — —' _ i \ N/ 0 S `— 5�, @JS ENTERPRISES LC W O 7 wL 705 a STk. 1040+22.N ELEV = 693 7 STA 1042+77 00 70 MA G SEA 911 104. _ 1.00 + _ ELE - Sq5.53 700 M TCH EXIS STA. 1037-94.00 AT PROP SED DET UR LEV.=. 693.60 STA. 1039.07.0C ST 1039+4 PAVEME CENTER INE ELEV - 693.71- L V = 69 -0.9 % n,� +. 695 3.47% _ .,,.695. J. 104 +0.8 7. +0:85, +0.43% +0.4 �.. 0 17% _. ... 5 1041+ STA. 1 42. O 2 690 17 - Rn 4, ELFV 9+507 9 STA. 10 8+35.00 rY ELEv =93.40 PROPOSE DETOUR AVEMENT PROFILE RADE `�� -� F 685 6 85 NOTE: CONTRACTOR SHALL MAINTAIN 4% OR LESS CROSS-SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL' PAVEMENT THICKNESS MAY BE REQUIRED IN EXISTING C) DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT 660 WILL BE MADE FOR ADDITIONAL MATERIAL REQUIRED TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 68 675, 67 m In (o n xn w v o w 0 o v Q In m v (0 n m v m N (p . m In Y O N N W m P r P C, W N m W O m m In N N < LO P m v min Wl 1E1 m (0 OR n O W O mm m m mm mN m m m m m m m m m m m y m m P< 00 Y V O v v v v1T1 on VIN mW1 - I(1N on In - 0 0w . O' P Or Q' O' O' P O' R O' On On O' On Or 0' ? on O' C' m P C" P R O' O' P P P On On O' On 0' C, C, C' O' O' P C' C' C' On C' C' P lD 10 (0 a :O l0 fD l0 l0 w w (O w w l0 4J t0 w w t0 0J 01 (O l0 l0 w l0 w 0 (0 tD 0J w w (O N w (0 w (0 N (0 w w w (D +75 1038+00 +25 +50 +75 1039+00 +25 +50 +75 1040+00 +25 +50 +75 1041+00 +25 +50 +75 1042+00 +25 +50 + 5 1043+00 +25 +50 PROJECT N0: 091028 DE61GNE0 BY: 5. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUS'•CATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52 SHEET N0. CAD ECT DATE: cMEcxeO Br: s. sav2Rs PRO DATE: znsrzmz 11:06:A8 AM DRAWN Br: *Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F.05 CAD PaE: x:ACR\IE\zo09\0vonAcnDwi•:,.Awmz� EDs..ne IOWA CITY, IOWA PLAN AND PROFILE O 0 / + + CJ IT Lc) / 0 ® IT qTRT O 0 // LO O GROWTH V + CD0 PROCTOR & GAMBLE Q n + HAIR CARE LLC O Do GRIND 41 LF OF CURB V, c) OVERLAY EXISTING DRIVE. WITH DETOUR PAVEMENT. - V GRIND 24 LF OF CURB / n OVERLAY EXISTING DRIVE .. WITH DET\PAVEMENT. � % p 9 GRIND 24 LF OF CURB AY EXISTING DRIVE ^ i5 — STA. ]045«9 1.85. 7.56' RT `. _ \ WITH DET UR PAVEMENT p SAWCUT REMOVAL LIMITS' p p o" 0 .r + �/M R/W -- - R/W R/w — 6TA. 1047+76.69, 11.00' LT o - \-, SAWCUT REMOVAL LIMITS ^ _A4 — _ _ _ .� _. _ aR .' .` .. — — —car. — — • f% O 0 J7/7J/ J/77 _- / 0 STA. 1045+55.1. SAWCUT REMOVAL 0.06' RT L TS Tp. 1046+82.77, 1.39' RT STA. 1048+35.88, 9.0 ' LT LOWER MUSCATINE ROAD / SAWCUT REMOVAL LIMITS SAWCUT REMOVAL L S - - — - — _ - _ _ _ - — - — G RT _ — _ — - _ — - — - — _ _ _ —L SAWCUT EM11.81L,L13.00' IMITS - -S TA. 1044+19.44, 13.00' RT iA. 1044+73.81, 13.00' RT o STA. 1046+42.83. 4.10' RT !f ° .f' SAWCUT REMOVAL LIMITS Z AWCUT REMOVAL LIMITS SAWCUT REMOVAL LIMITS 4p 4A p -- - p C) p —----------- 04 20 E Y—t—%—%- 705 EXIST NG GROUN ELEVATI N 705 PAVEM NT CLNTE RL INE TA. 104!+61.00 STA. 1 48+42.11 700 LEY 616.81 S 1045+84.00 ELEV - 697.14 - 700 +0.69' -0,9D% +0.4 % +0.60% 7. CD c 0 t 1-' 695 +0.5I % + -0.2 % PROPOSED 695 +0 4 /. 0 YEMENT STA. 1 16«45.00 STA. 046«82.0 PROFILE RADE v STA. 1 44+34.00 STA. 044+60:0 ELEV = 697.04 ELEV 697.12 w ELEV -= 686.14 - ELEV 696.29 : 69 90 _r2 ,lz u, ."e -.... NOTE: CONTRACTOR SHALL MAINTAIN 1% OR LESS CROSS -SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL 685 PAVEMENT THICKNESS MAY BE REQUIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT 1 1 685 WILL BE MADE FOR ADDITIONAL MATERIAL REOUIREO TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 68080 675 675 P N ON -N N t7N W)n O e n1 % V 11\11 m W P n On On N 111 co co 10 l0 Ao \o Ao ED XD to tO :n 1a eo ao l0 10 n 10 n l0 r. 0) n n b l0 10 (0 l0 10 N 1p lD d (D l0 lD (D l0 l0 1p tD t0 (O l0 l0 (O VJ 4J (O l0 +75 1044+00 +25 +50 +75 1045+00 +25 +50 +75 1046+00 +25 +50 +75 1047+00 +25 PROJECT AIA: 091023 DESIGNED BY: 5. 60WER6 Y NO DATE BY REVICIM �6CRIPi10N LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 1 �' Wim ECT DATE: CAD DATE: 2116/2012 CHEWD BY: s. 60WERs 11:0650 AM DRAWN BY: . ��� FROM KIRKWOOD AVENUE TO 1 ST AVENUE DETOUR PAVEMENT F.Q6 CAO FILE: X:\CR\IE\2009\091023\CAD\Plena\09102] FO6.aAo IOWA CITY, IOWA PLAN AND PROFILE ' LOWER MUSCATINE ROAD 8 � HORIZONTAL BASELINE INFORMATION HORIZONTAL BASELINE INFORMATION NORTHING pp BTATMIN NORTHING EASTNO BEMINGNISTANCE DELTAAMDLE DA.G TANGENT LENDIN E HI101U5 1CPA107 1020.19.65 605912.1020 .1 / 5 A3 56' 21.16" E / ]0.1217 P.C. 2x77.00 601115.581] 216251].1]9) N BB' 21' 59.16" E / 101.1211 Y P.1. 7.11.12 601118.7019 21826]8.8218 S A3 56' 2]. I6" E / 101.1211 A7 35' 33.]8" 21 51' 10.]5" 101.1211 191.019 21.3 230 I.OX P. i. /x61,05 601075.270] 2182719.2077 KIRKWOODAVENUE 2181935.6351 20x88.95 605905.1508 2183876.752 5 /3° 5)' 21.36" E / 610.7816 5 M 25' 57.79" E / 225.2915 26x99.33 805165.85] CPHOB T�,1,} 5 /3 IB' 53.61" E / ]20.1221 1 rll. Nr19.75 601916.OI16 2101]99.1991 6 /2 51' 15.6/" E / 17/.9871 fi03927.171 35.91.11 601817.9119 2181918.1786 5 /3 56' 19.92" E / 271.9603 Town 9 € 218510].1195 5 N 56' 19.92" E / 225.1857 10.92.19 601/62.2836 108 5 A3 53' 06.16' E / 118.1107 6t 2182155.03 1/2" x 30" DEBAR ) 6 16.71.01 6010]3.]558 21%39.5155 6 /3 I]' 18.61" E / 218.9559 kAl g 2185191.0925 B3 _ S C7 t2MW BO.00 F �•W EJ � �� CONTROL POINT DATA CP Y106o ~�� M� ?Opti MIDAMERICAN TOWER ENTRANCE wNUE ■ LDG1N'1Li NDRMNG EA9iNG D1:VAlIDp GINTEfl�A 112 C-)t(. 1 ND. OE$CRp11DN B9•� MIDAMERICAN NORTH ENTRANCE CPU 100 STA. 10.39.3]. 38.55' LT 601526.59 2185256.90 I/2" . 70" REBAR 694.53 ��y(�51F CPa 101 STA. 12•)1.)5. 6)0.39' LT 601)95.61 21858)6.19 I/2" x 30" REBAR 688.88 tD•W o H MIOAMERICAH LOOP DRNE "� v CPU 102 STA. ]3.85.18. 37.86' LT 60199].18 2101802.50 1/2" x 30" REBAp 695.88 CPa 103 STA. 26.98.)3, 19.85' RT 605152.51 2181285.)2 I/2" r ]0" PEBAp 696.10 CP* 105 STA. 19.53.19. 32.09' LT 606025.2] 2183805.65 I/2" . 30" WEAR 691.05 MIDAMERICAN YARD E CE n y CPa 106 STA. 12.32.49, 25.23' PT 606501.11 2183261.2) I/2" x 30" eEBAR 91.0] MIDAMERIWNE CE CPa 10) STA. 3x85.91. 35.63' LT 60)153.20 2182)02.52 1/2" x 30" pEBAp .35 RIE D Y CP* c AVENUE y CP $1 N. MIDAIAERICANWRKNAOD ENTRANCE RETAINING WALL P W HIGHLWD AVENUE DD mty P y P� qx CPY103 C1f 0D•SLL ��16 PP W"- �y SUPER CP Y1@ yQ P" �CP Y101 JP P CP.01.0 ppI OE 6b {P}PI K YYY" SUPERELEVATION DATA SEE W4100 SERIES ROAD CNN2Aµ CURVEOR IDENTIFICATION SPNULCURVENAYE R,VGYIB STANGMD ROAD Piµ SECTpN AJ1 SECTION H SECTION CC 9ECTNIN DI) AP l A I V- 1• I. •1 rfil. 4-31.M p� a 'Det P PROJECT N0. 091023 DESIGNED BY: S. SOVERS ND DATE BY REVISION DESCRIPTION STP-U-3715(637)-70.52 SHEET W. PROJECT GATE. CHECKED BY: S. SOVERB *Foth (OWER MUSCATINE ROAD IMPROVEMENTS GEOMETRICS, REFERENCE TIES, AND CAD DATE. 2/16/2012 11.07,19 AM oRAVN BY. FROM KIRKWOOD AVENUE TO 1ST AVENUE G.01 CAO FILE, %,\CR\IE\2009\091023\CAp\Phot\09I023_GOl.a6t IOWA CITY, IOWA BENCH MARKS ' LOWER MUSCATINE ROAD HORIZONTAL BASELINE INFORMATION HORIZONTAL BASELINE INFORMATION NORTHING pp BTATMIN NORTHING EASTNO BEMINGNISTANCE DELTAAMDLE DA.G TANGENT LENDIN E HI101U5 9 ]9 / A ] 1020.19.65 605912.1020 .1 / 5 A3 56' 21.16" E / ]0.1217 P.C. 2x77.00 601115.581] 216251].1]9) N BB' 21' 59.16" E / 101.1211 1 ]•00.11 P.1. 7.11.12 601118.7019 21826]8.8218 S A3 56' 2]. I6" E / 101.1211 A7 35' 33.]8" 21 51' 10.]5" 101.1211 191.019 21.3 230 I.OX P. i. /x61,05 601075.270] 2182719.2077 5 /3 56' 2].16" E / 1621.9000 2181935.6351 20x88.95 605905.1508 2183876.752 5 /3° 5)' 21.36" E / 610.7816 5 M 25' 57.79" E / 225.2915 26x99.33 805165.85] 2181700.1297 5 /3 IB' 53.61" E / ]20.1221 1 rll. Nr19.75 601916.OI16 2101]99.1991 6 /2 51' 15.6/" E / 17/.9871 fi03927.171 35.91.11 601817.9119 2181918.1786 5 /3 56' 19.92" E / 271.9603 38.66.70 601622.1085 218510].1195 5 N 56' 19.92" E / 225.1857 10.92.19 601/62.2836 108 5 A3 53' 06.16' E / 118.1107 60]115.19 2182155.03 1/2" x 30" DEBAR ) 6 16.71.01 6010]3.]558 21%39.5155 6 /3 I]' 18.61" E / 218.9559 16.50.00 ' LOWER MUSCATINE ROAD HORIZONTAL BASELINE INFORMATION HORIZONTAL BASELINE INFORMATION NORTHING pp BTATMIN NORTHING EASTNO BEMINGNISTANCE DELTAAMDLE DA.G TANGENT LENDIN E HI101U5 9 ]9 / A ] 1020.19.65 605912.1020 .1 / 5 A3 56' 21.16" E / ]0.1217 P.C. 2x77.00 601115.581] 216251].1]9) N BB' 21' 59.16" E / 101.1211 1 ]•00.11 P.1. 7.11.12 601118.7019 21826]8.8218 S A3 56' 2]. I6" E / 101.1211 A7 35' 33.]8" 21 51' 10.]5" 101.1211 191.019 21.3 230 I.OX P. i. /x61,05 601075.270] 2182719.2077 5 /3 56' 2].16" E / 1621.9000 2181935.6351 20x88.95 605905.1508 2183876.752 5 /3° 5)' 21.36" E / 610.7816 5 M 25' 57.79" E / 225.2915 26x99.33 805165.85] 2181700.1297 5 /3 IB' 53.61" E / ]20.1221 1 rll. Nr19.75 601916.OI16 2101]99.1991 6 /2 51' 15.6/" E / 17/.9871 fi03927.171 35.91.11 601817.9119 2181918.1786 5 /3 56' 19.92" E / 271.9603 38.66.70 601622.1085 218510].1195 5 N 56' 19.92" E / 225.1857 10.92.19 601/62.2836 2165266.6736 5 A3 53' 06.16' E / 118.1107 15.10.90 601160.7227 2185556.6818 5 13 7]' 35.18" E / 120.1138 16.71.01 6010]3.]558 21%39.5155 6 /3 I]' 18.61" E / 218.9559 16.50.00 603915.6919 2185191.0925 ' TEMPORARY DETOUR PAVEMENT HORIZONTAL BASELINE INFORMATION Nw STATION NORTHING EA811q fiFARMKSLI9TANCE DELTA ANGLE D.O.L. TANGENT E RApU6 1018.15.00 9 ]9 / A ] 1020.19.65 605912.1020 2187015.360] 5 A3 56' 21.16" E / ]0.1217 1020.89.]] 605911.9100 2183891.02]6 5 /3 5]' 21.76" F / 610.37W 1 ]•00.11 605/02.521/ 2181311.695 5 13 IB' 53.62" E / ] 1 1031.20./5 601962.)6) 2101816.3867 5 R 57' 15.61" E/ I 5 1 M5.15 fi01B71.681 2181935.6351 5 A7 56' 19.92" E / 28.1676 1030.6].62 60/678.70N 2185121.1899 5 M 25' 57.79" E / 225.2915 1010.92.91 60M17.0231 2185282.2066 5 A3 5]' OB.70" E / /18.11/0 1 rll. 601176.2510 2105572.2669 5 10 0/' 11.63" E / 330 7766 IO/Br12.11 fi03927.171 2185]05.20N 2181269.1869 MIDAMERICAN90RKWOOD ENTRANCE RETAINING WALL HORIZONTAL BASELINE INFORMATION p9 BTATpN NCp1TNN0 EAS1N0 BEAIM1ddSTANLE DELTA ANGLE O.O.C. TANGENT IF.NOIIt E RAdUS 1 N / 86 9 49.00 1 P.I. 1000.11.85 60600).8791 2181123.1981 5 17 51' 2].09• E / 77.8536 19. 12' 13.11" 33 II' 12.21• ]].8536 116.0119 16.9]91 170.0000 P. i. 1001.16.01 605951.]018 2181177.1109 5 /3 SI' 21.89• E / 132.81]5 1002•]8.86 605055.9106 2181269.1869 CONTROL POINT #100 CONTROL POINT #101 CONTROL POINT #102 SIDE ROADS SET 1112" REBAR N: 604.795.61 SET 112" REBAR N: 604,997.18 E: 2°185.256.90 E: 2.185.876.19 HORIZONTAL BASELINE INFORMATION No.PSIRKEETT(OMSOUNll xORI:ING EISTWG BFMNG/B16YANCE DELTA ANOIE O.O.C. TMIOEM LMR4 E RAORS 0 (Z GEOMETRICS, REFERENCE TIES, AND H bGSc 41. a�� 7<0, Z` �a. • 5� p 007003.OB24 218 1 3 N 00' 00' .40' / 0 1F 0 607128.0862 2182671.7955 P .02 gO40 fo 1 WER POLE EI TRAFFIC SIGNAL MANHOLE SIGN -NO PARKING BILLBOARD I TRAFFIC SIGNAL POLE 00 37.6192 2182978.10]7 N 00' 02' 07.83" E / 200.0000 CONTROL POINT #105 00 7.6192 2182978.2317 SET Y2" REBAR N: 605.452.51 N: 606.025.27 N: 606.504.44 E: 2.184,285.72 E: 2.183.805.65 EN`RpNCE E: 2.183.264.27 IMM a tCpN M,DpM W i 00 606522.1% 2163282.2125 N 00' 45' 00.00' E / ]%.MIT �J4 D 606712.1414 2183284.72% 3 909 Z �_._ 90 2z o I5001X / f ^O / / I SIGN - NO PARKING 3.00.00 6MI6.1439 2 N 00' 09' ZI.OY E /200.0000 SIGN - BUS STOP 9.00.00 60916.1432 18329 .037 2187288.031 GIN7ER AVENE 100.00.00 606470.7613 2183162.VI9 N 3 31' 43.35' E / 125.NN 101.2544 60603.9718 2183287.9211 SPRUCE ST. (NORTH) 110.00.00 6016301.027 21834 32,84• E/ 5.1309 P.C. 110.55.11 606339.2888 2183535.0169 X K' 00' 32.81' E /62.5116 P.I. 111-17 ,0 606382.6687 218380.0609 N 00' 46' 35.51' E / 62.5146 45 51.33• 3 11' 49.8]' 62.5116 118./623 12.5056 150 P.T. 111473.00 15. 771 0 .911 N 00 M' 35.51• E 27.79M 112.01.39 606172.%77 210351.371 SYRALE ST.IS01M1 120 6D6060.SM7 21 . 79 02' 02.71' 125,NI4 121-F.% 600186.2502 21936051.93 _T130 FRIENDLY AVENE 210.00.00 606152.141 2183455.9889 N 88. 28' 39.71• E / 160.0000 211.60. 606156.5915 218 t5,4325 IBAMERICANCNOIN 200.00.00 606032.7951 2183753.8369 N__46_' V 2).13• E / 360.1666 203.60. V 606282.4M 2184013.1608 STCAlMME STREET 124.00.00 605007.11008 218350.5571 N 00' %' 15.53' V / 750.0000 P.C. 131.50.00 605757.6%2 2183837.809 WWI 5' 15.5' V 132.00 .3 431 21833.9916 NMP N 3 00' .5' E / 5.3149 37 M' 3. ' 19.87' 50.31% 97.150, B. 17 1 P.T. 132.17.15 603818.7 2183866.6881 N 36' 00' 20.50' E / 47AWI 132x91.31 .7 7 218 .49 XIL AVEME 1250, I25�A0 605836.1095 2183665.2562 N 3' 25' 53.10" E / 81.6167 P.C. 125.81.62 605036A13 2183746,H23 N 3' 25' 53. 10" E / 28.6350 P.1. 126.10 .25 605837.7275 2183775.1665 5 69' 57' 11.30" E / 28.6350 21° 3' 55.60' 3 II' 19.8]' 28.63 56.5oqid 2.71147 P.T. 126+3B.21 7.9117 218302. 5 69' 51' 11.3" E / 17.1210 116.35.63115.63 11.6561 218MG.9144 MIOAM:RICANIKIRKI 160,H00.00 1 Ii4I5IIVI.4346 2193101.6447 N1'00' 79,4380 N GOSKOH.11213 2183959.MN ' 00' 32,11" E t 150,0000 P • 00 fiam.7519 2184067,4443 5 1'S' ) / 150,0000 90'00' '19 7' m 61% 62. In ISO PT svim,m 21M171,37481' I / 165.19.49 6D5776,3315 219431q.6046 1 ICNI 220.01.09 605988.4106 2183997.731 N A6 N' 32.11• E / 171.0462 221.72.14 606106.9214 2184121,0704 FOREST AVE" 144.00.00 605178.28133 21BM24.3132 N BB• II' 24.19" E / 223.326 116.23.33 605183.3BB3 2183847.581 N 3. 48' BLOB" E / 44,4321 P.C. 146.61.76 605184.312 218392.001 N 88' 18' 3149' E / 74.3108 P.I. 147.42.07 605185.8567 2183%6.2%7 M 46 05' 13.20' E / 74.3108 42' 43' IB r0120.11'74.3108 141.671 14.0119 1% P.T. 119.09.43 005237.3%1 21140 9. 7 N I6' 0' 13.20' E 1360.5141 151•]0.00 605187.1752 2113,12]9.5013 HALL DRIVE 1)0.00.00 001916.0116 21NJ9.19 N 67 21 51.01' E / 201.0000 172.00.00 605012.%91 2181983.793 1ST AVENUE Af P.C. 180.00.0 60,1080.7392 2185029.7971 N 11° 44' 15.89 E 1380.78 P_ 1. 183.80.78 601418.9918 21851 N 67' 43 1B.29" E / 380.7 5' 59' 02.41' 07 29' 5.01' 380.]8]1 89.6315 761 P.T. 187.06.51 001593.3516 218509. N 67' 43' 18.29" E / 161 92 188.73.9 UK56.8321 2185633.9 OF I M I T /00.00.00 606200.239 2183927.9829 S 43• 5' 32.87' 150.0000 401✓0.01) .1123 181 .00 MIBAIERICAN WIER 230.00.00 6D6W.2439 21831 / 52' 32.8)' V / 14,6832 P.C. 230.11.68 6061KIDA 112 218301. 76 _N43 N 43' 52' 32.87' V / 40.0217 P.I. 2 •51.7 W6127.5776 2183773.W6 N 00' 15' 05.39' V / 40,0217 43° T7 27.48' 7]' 44.01' 10.0217 76.1300 7.7114 100 P.T. 230.9.82 606167.69 2183773.4129 N 00. 15' 05.39" V / N. 1731 31450.00 1106226.8717 2183773,1532 HIBRAMERICAIR L000 500 606221.7111 21 .3,10 5 74' 01' 5.30' E / 32.1016 P.C. 1500.32. 10 606212.9105 2183%1.2095 S 71' 01' 5.30' E / 13.1062 P.1. 500145.51 606209.2225 2183904. 1 5 44' M' 48.14' E / 13.4062 9° 01' 07.11' / 13.1062 P.T. 500.5.3 606199.511 2181003.4134 5 N 00' 48.19' E / 24.1705 P.C. 500 .47 fi06182.1982 2111020.2077 5 4/ 00' 18.19' E / 30.0721 P.1. 51.12.54 606160.571 2181041.1026 5 16' M' 27.13' V I DOI 9' 00' 15.32' 19 59' 09.3' 00.OR1 11.1959 11.4771 00 P.T..] •.61 2191019.1 5 46' 0' 27.13' 1 / .9 1. 1 . 1 CONTROL POINT #100 CONTROL POINT #101 CONTROL POINT #102 SET Y2" REBAR N: 604.526.59 SET 1112" REBAR N: 604.795.61 SET 112" REBAR N: 604,997.18 E: 2°185.256.90 E: 2.185.876.19 E: 2.184.802.58 �SIGN / \ F'1'T9 3 Now/ q (D_I6•BY- f 1 T 3 2 0 (Z GEOMETRICS, REFERENCE TIES, AND H bGSc 41. a�� 7<0, Z` �a. • 5� p ^ipSFN o V 3�. 1F 0..89 f BENCH MARKS P .02 gO40 fo 1 WER POLE LUMINAIRE TRAFFIC SIGNAL MANHOLE SIGN -NO PARKING BILLBOARD I TRAFFIC SIGNAL POLE O SIGN -STOP HERE 3 LUMINAIRE 3 GAS VALVE CONTROL POINT #103 CONTROL POINT #105 CONTROL POINT #106 SET 1112" REBAR SET 112" REBAR SET Y2" REBAR N: 605.452.51 N: 606.025.27 N: 606.504.44 E: 2.184,285.72 E: 2.183.805.65 EN`RpNCE E: 2.183.264.27 <O ni<lSC a tCpN M,DpM W i g3T�F9 IiGOc�9 �J4 I g zo 4 s� z AB !1F56 AS 3 909 Z �_._ 90 2z o GINTER AVENUE / f ^O / / I SIGN - NO PARKING ( TELEPHONE MANHOLE ] TELEPHONE PEDESTAL SIGN - STOP 2 TELEPHONE MANHOLE SIGN - BUS STOP 3 WER POLE 3 POWER POLE 3 POWER POLE CONTROL POINT #107 CONTROL POINT #108 V2" REBAR SET V2" REBAR STP -U-3715(637)-70-52 N:6 3.20 N: 607.115.49 PROJECT BATE: CHECKED BY: S. BOYERS CAD DATE, 2/16/2012 11NT20 AM ORAVN Br: E: 2.18 .52 E: 2°182°155.03 0 (Z GEOMETRICS, REFERENCE TIES, AND H CI SIGN L0K 3�. 10) 0..89 f BENCH MARKS °�� LOWER 9 .02 Mu SCgTT z N eP ai3'LOWER MUSCATINE ROAD YW-.166_07___._.#3 O wq0 � 70'w POLE FIRE HYDRANT QPOWER SIGN - CHURCH PARKING TELEPHONE PEDESTAL 3 SIGN - STREET 3 POWER POLE PROJECT 140: O9IO23 DESIGNED BY: S. SOVERB INOI DATE IBYI REVISION DESCRIPTION STP -U-3715(637)-70-52 61EET RO. PROJECT BATE: CHECKED BY: S. BOYERS CAD DATE, 2/16/2012 11NT20 AM ORAVN Br: *Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE GEOMETRICS, REFERENCE TIES, AND G.02 CAD FILE, XAM\IE\2009\091013\DAO\Pbm\09102iG02eXt IOWA CITY, IOWA BENCH MARKS Q O O NERAD. VERNON W e ++ £ w R/w FIXSEN, MICKEY B & JEANINE M R/W HENRY. BRADFORD V SOTELO-HENRY, BITA PROJECT NO: 091023 DESIGNED BY. S. SOVERS PROJECT GATE: CHECKED BY: S. SOVERS CAD GATE: 2/16/2012 11:07:56 AM ORAMN BY: CAO FILE: XAM\IE\2009\G91023\CAD\Plana\091023-HOI.aNt O O ZABLE R. SCOTT 0 & LORI A R/W O BELL. CHESTER W O O N BECKER. LINDA L +08.00 45.00 K O SCHINOHELM. EDNA M R +90 .33 +62.40IFE 5.00 35.00 AVENUE 60.00 35.00' R/W 59.66 40.00 + 58 7 GRAUER DONALD E & DELORES J Foth +50.16 O CHURCH 35.33' 0 I .40 0.00' + +0-.92 +53.% +75.79 50.02' - Ic TTTi - — I /� EMP T R/W +50.16 +58.` 35.33' 43 ;0.46 j +53.% 36.11'1 44.1 UTILITY of T al a � z Z m � N Z •� ® f^� m ti O R/W P 1 Cid Ri 9 ' s I � a LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD ROW LAYOUT 114 O 1N4 O O / O O + + +75.19 U1 55.00 95 Iq +28.71 55.00' 53.34 +75.19 +19.23 50.00 - +69.19 +q5, 1q 45.00' - - - - - - 45.00- - - - 45.00 R/W R, LOWER MUSCATINE ROAD R/ R/W R/W Q 0.56 > - - TEMP. CO T. EASEMENT 41.00' +33.37 +80.84 +54.56 48.03' 50.32' 41.00 + \ 65 +38.38 \ a73.84 +99.18 `27.19 67.69' 45.02' ti \ 50.32' ©j ® 48.46' 48.46' �'9q BUSS. DARYL DEAN LAUTNER. CHAD W 1F CROY, SUSAN MARIE BLOUNT, ERICA M +65.15 +68.63 +q 2 \ \ S�9� 74.13 70.53' F 4 AR M 59. 3' \ hd Fj h6 h� h41 12 296.76' +54.26 WEHRLE, SARAH J 289.90 I I I I I I & AMY JO 20' PERMANENT I SEWER EASEMEN I 10 I I 11 0 M R))� I h O M RENTALS +152./52. 0 +68.38 O 1 + I rl +24.38 +68.38 +15.21 52.00' +69. 6 45 00' + 15.21 -40' - - y - TEMP.-ONST. EASEMENT R/W I R/W R/ R/W R/W Q 0.56 > - - TEMP. CO T. EASEMENT 41.00' +33.37 +80.84 +54.56 48.03' 50.32' 41.00 + \ 65 +38.38 \ a73.84 +99.18 `27.19 67.69' 45.02' ti \ 50.32' ©j ® 48.46' 48.46' �'9q BUSS. DARYL DEAN LAUTNER. CHAD W 1F CROY, SUSAN MARIE BLOUNT, ERICA M +65.15 +68.63 +q 2 \ \ S�9� 74.13 70.53' F 4 AR M 59. 3' \ hd Fj h6 h� h41 12 3 14 WEHRLE, SARAH J MAJOR. CHRISTOPHER l FORAKER. THOMAS J MAHONEY MICHEAL J & AMY JO O PROJECT DATE: CHECKED BY: S. SOVEMCAD DATE: 2n6/2012 11:07:59 An DRAWN BY: - --- O Fot h +152./52. +68.38 52.00' H 45.00' - - - "- - - +24.38 +68.38 +42.2116 45.00' 51.00' 52.00'2.00' _. R/W R/W 48 MAXEY, STEPHEN A & ESTHER M LOWER MUSCATINE ROAD R/W - - - TEMP_CONST. EASEMENT +79.79 11.00 by 4 \ \ KRON. RONALD & LINDA SUE rs •rr n T S2 g ... h� h� 0 20 FEET 16 PROJECT NO: 091023 DESIGNED BY: S. SOVERS 1 BY 1 REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 SHEEJNO PROJECT DATE: CHECKED BY: S. SOVEMCAD DATE: 2n6/2012 11:07:59 An DRAWN BY: - --- Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD H CAO FILE: K:\CR\IE\2009\091023\LA0\Plane\091023_H02.at - - - "- - - IOWA CITY, IOWA ROW LAYOUT �a �b �6 SOLBRIG. INGEBORG H © «68.44 I6 Q B PUTNEY, K NN TH WILLIAMS. FRAN O O DANON. THOMAS O O & SARA JEA b OO O OO \ N (Wl +2q,77 +33.28 \ +30.34 59.96 63.52' 45.00' \ +29.77 +11.95 \ +4941 63.15 45.00' - - TEMP. CONST. EASEMENT _ _ _ _ - - - - - - - - - - - _ _ _ _ _ _ TEMP. -CONSi. EASEMENT - R/W R/W R/W R/W R/N R/W LOWER M TINE ROAD N O_ N s W `Q C1 0 O + w O w N W 64.30 � 50.00' +17.94 +41.95 31.00' +19.25 +49.25 +84.91 4 I.00 V 39.00'36.00'36.00' R R/W R/W R/W R/W /W TEMPyCONST_EASEMENT +20.35 / - - - - - o- - - +59.95 +9 .70 _ _ _ 39.00' + 1 9 36.00' +84.91 Pla 41.18' A a +19.25 +49.25 42.00 46.0 46.00 +94.91 46 S 42.00' - - .41.e �9 63. 0 SMALL. DOUGLAS W F +17.82 & GUYLIA L �J� +62.27 +84.30 Ff 63.00' JY4 84.31' 83.61 / P R/W 44 GORDONRTELLI P1a b ALLENDF,R: DIANE R GA yE[�@QERG. SANOEE K b Pa � CULL IVAN, MICHAEL P NEWMAN HEATHER M h� / d P / a LANGENSERG. DENNIS J 0 20 P1 P/>\ � PROJECT NO: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION Fot h STP -U-3715(637)--10-52 SHEET NO, PROJECT DATE: CIECKEO BY: S. SEVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/16/2012 11.08:00 AM DRAWN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD H.03 CAO FILE: K:\CR\IE\2009\091023\CAO\Plans\ORIO23-HM.t IOWA CITY, IOWA ROW LAYOUT z / zLKIRMWOODCOMMUNITY w+33.27 158.21' xzzz MIUAMERICAN ENERGY COLLEGE MARTIN, RYAN A ROURKE. HESTER F i O O O O O O O + + + + + + CO 1� O (\I - N N N ERMAN T UTILITY EMENT PERMANENT UTILITY +90.00 +60.00 + 5.00 + PER ENT UTILITYEASEMENT 10.00' EASE MT 46.98' 50.00' +00. 47.00' I TEMP. CONST. EASEMENT 40. +86.00 + 00 +85.00 +95.00 +60.00 42.00' Z.00' IZ.00' 42.00' 37.00' RM +55.00 +935.0 +46. _�� 37.00' 35.00' - 50. o w Y - R/W R/W q/R/W R/R/W R/W — R/W LOWER MUSCA +14.91 36.00' +73.00 33.00 R/W R/W 00.26 � 47.00' — — — — +56.55 Ae�', +73.0046_nn•38.56 SFT _ _ TEMP. CONST. EASEMENT STYRON. STEPHEN L RELLIHELLIHAN. MARCIA A +15.22 33.00' +30.25 = — — q/V R/W 47.00' s 1+ P �.i Y A I.I: PROPOSED ROW MAAS. CURT CHARLES 7.82 +9132. / +1128 61 82 132.67 / 'Pd TEMP. CONST. EASEMENT ,l4 +88.17 �6 �y 141.85' a I+ e o zo F�SEEMUT H. MARY HELEN PROJECT N0: 091023 DESIGNED 6Y: S. SOYERS NO GATE BY gEY16i0N DESCRIPTION STP -U-371 5�637�--70-52 SHEET uC.. PROJECT DATE: CHECKED BY: S. BOWERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/16/2012 11,08,01 AM DRAWN 8Y: #Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD H.04 CAD FILE: K:\CR\IE\2009\091023\CAO\Pla:n\091029_HOs.V t IOWA CITY, IOWA ROW LAYOUT I h N / Im s / I / I •06.80 / I 102.88 +11.81 / I 102.88 / KIRKKWWODO XTLEMC 00 ¢OMMUNITY COLLEGE C+ OINL05+11.17 1.05N6900 _EASEMENTPERNT/PERMANENT UTILITY PERMANENT UTILITY +71.47ASEMENTEASEMENT 69.00 / •55.00 +65.00 •50.00 +6).00 +45.00 42.00' 42.00 42.00 42.00' 48.32' PRO SED R/W R/V R/W R/Y R/W I I I I I Im I I� I I� I Im I Im I 3 I � I I 20' PERMANENT STORM I I SEVER EASEMENT I I I 2l KIRKWOOD OI COMMUNITY COLLEGE O + NI PERMANENT EASEMENT +23.86 I I 52.0 +65.00 52.00 02.72 52.00' +33.67 I I 50.04 R/W MUSCATINE ROAD O +35.00 O 78.00' + Lil N I PERMANENT UTILITY EASEMENT I - R/W R/W - R/W - R/W PERMANENT UTILITY EASEMENT EASEMENT +04.37 40.00 RARICK. NORMA J WAINWRIGHT. ANDREA F PROJECT NO: 041023 DESIGNED BY: S. MIERS PROJECT DATE. CHECKED BY. S. SDVERS CAD DATE: 2/16/2012 11:08:02 AN DRAWN BY. CAO FILE: K:\CR\IE\2009\09IO23NCAD\Plana\091020_HM.e t •8 /.t1 0 +68.09 STP -U-3715(537)-70.52 LOWER MUSCATINE ROAD ROW LAYOUT O r�0 33.3440.00 +45.09 COMMUNITY liEGF +78.57 +08.29 +39.29 .38 O '8.00 O 40.13' q 0• 40.00' 40.00' C 3 3.00 PRO R/W R/w TEMP. CONSt_j:ASjMEHT «87.13 - - - - - - +67.29 40.00' +04.27 +40.00 40.00 s +69.27 I p 40.34' «45.07 40.00' 40.00' «34.27 47.00' +68.07 +74.83 +08.30 +39.30 +67.30 40.00 47.00' 49.00 49.00'-'\+40.00 47.00' 47.00' ® *058 58.50 41 CITY OF IOWA CITY FOSTER. ROBERT ❑ I LENZ JOHN E & JANICE K 3© SHULTZ, ELLIS RODNEY SH T JAY WONG, YING 34.21 \ *3 .2 1141.98 - R/W R/W - R/W - R/W PERMANENT UTILITY EASEMENT EASEMENT +04.37 40.00 RARICK. NORMA J WAINWRIGHT. ANDREA F PROJECT NO: 041023 DESIGNED BY: S. MIERS PROJECT DATE. CHECKED BY. S. SDVERS CAD DATE: 2/16/2012 11:08:02 AN DRAWN BY. CAO FILE: K:\CR\IE\2009\09IO23NCAD\Plana\091020_HM.e t NO DATE BY REVISION DESCRIPTION 0 LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CIIY,IOWA STP -U-3715(537)-70.52 LOWER MUSCATINE ROAD ROW LAYOUT O r�0 KIRKWOOD COMMUNITY liEGF .38 O '8.00 O + 1� TEM. CONST. EASEMENT - R/W R/W - R/W - R/W PERMANENT UTILITY EASEMENT EASEMENT +04.37 40.00 RARICK. NORMA J WAINWRIGHT. ANDREA F PROJECT NO: 041023 DESIGNED BY: S. MIERS PROJECT DATE. CHECKED BY. S. SDVERS CAD DATE: 2/16/2012 11:08:02 AN DRAWN BY. CAO FILE: K:\CR\IE\2009\09IO23NCAD\Plana\091020_HM.e t NO DATE BY REVISION DESCRIPTION *Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CIIY,IOWA STP -U-3715(537)-70.52 LOWER MUSCATINE ROAD ROW LAYOUT SHEET NO. H.05 -99.22 O O 78.25' O O + + Q' .01.00 O +98.99 N 64.00' M 64.00' 00.77 +98.63 50.00' 24TOOPERMANENT UTILITY +100..00 EASEMENT +1 +20.00 +0 00 42.00' -10.00 42.00 12.00' - PERMANENT UTILITY 42.00' �Fl r - - - R/W EASEMENT R/V PROPOSED R/W R/V R/W R/W +98.55 +10.00 +10.00 -20.00 «00.00 pr 37.00' 37.00 37.00 37.00' R/W R/W UTILITY 23 N d ORAL -8 LABORATORIES O O SHEET N0. PROJECT DATE: BY: S. SOVERS C7 PERMANENT UTILITY EASEMENT In _ _ _ _ _ TEMP. CONST. EA' «00.00 42.00 �e2/..0 R/W �� 4'11 ✓w .. LOWER R/w R/W TINE ROAD R/W O O N+33-94 0000�' M - 60.00 - - *33.77 ^ 0.LI -PERMANENT UTILITY EASEMENT +75.00 �� R/W - _ _ _ _'N _ _ _ _ _ _ _ _ 15.00 40.00 -61.17 42.00' TEMP. CONST. EASEMENT *160.00 -------- _ --- - --- - - - - --_ - 61.20 60.00' R/W R/W O CORE SYCAMORE TOWN CENTER T LLC O O M M -PERMANENT UTILITY EASEMENT R/W - --- +69.17 42.00 46.0 / 46.00' +69.17 - - 65.00' R/W PROJECT NOT 091023 DESIGNED BY: S. SOVER6 DESIGNO N d N STP -U-3715(637)--70-52 SHEET N0. PROJECT DATE: BY: S. SOVERS In rn e �� 4'11 ✓w .. FROM KIRKWOOD AVENUE TO 1ST AVENUE y l� - --- +69.17 42.00 46.0 / 46.00' +69.17 - - 65.00' R/W PROJECT NOT 091023 DESIGNED BY: S. SOVER6 DESIGNO NO GATE BY REVISION DESCRIPTION STP -U-3715(637)--70-52 SHEET N0. PROJECT DATE: BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAB DATE: 2/16/2012 11:08:02 AM DRAWN BY: Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD H.�6 CAO FILE. %:\CR\IE\2009\091023\LA0\Plana\091023-M6nM. IOWA CITY, IOWA ROW LAYOUT e / / /«97.25 .57 +58.57 - +81.27 STP -U-3715637-70-52 LOWER MUSCATINE ROAD ROW LAYOUT / ¢ 93.12' a \ 2 234.36' / +04.29 W T M N +16.71 90.52' STATE BANK 00/ 88.02' \ 232.45' O O 73. +79.17 /i \+ 61.28' 8.72 +483 \ «60.40 20' / .xetl y1 J / +49.d .W•: 2.18 9 FQ �.....+ � «7s.00 / +84.30 43.30' / +89.31 50.00 ���- +53.68 / //'{L 50.00' / R/W - «35 9 1 R/W .00 R/ R/W +60.78 «g5.39 37.00' 36.99' LOWER MUSCATINE R/W F/W R/ZCORE R/ PR DOSED R/W 0NST. EASEMENT «83.00 37.96' «83.00 65.00' \WN CENTER T LLC \ C-3-74(10-' ,y. R/W R/W R/W / R/W \ +53.00 - - - +83.00 - - - - - \ /a 1 72 36.00' 36.00' \ / . 37.14' .000 +836.0 \ 46.00 / +89.95 151.35' / «63.31 178.86' +77.6\ \ / PROJECT NO: 091023 DESfONEO BY: 3. SOVERB RROJECT DATE: CHECNEO fiY: 3. 66VER8 CAD DATE: 2/16/2012 11:08:03 AM DRAWN BY, CAD FILE: %:\CR\IE\2009\091023\CAD\Plam\09I023_HO7.eNt ND GATE BY REVISION DESCRIPTION .57 +58.57 - +81.27 STP -U-3715637-70-52 LOWER MUSCATINE ROAD ROW LAYOUT SHEET NO. H.U7 \ 2 234.36' \ +85.89 \ 232.45' vice /i \+ 44.780.6 C .xetl y1 +49.d .W•: 2.18 9 0+ �.....+ 2 f0 Cv, �FfRM4 SfWfN U .1- t W l l BE GLEY COMPANY ADRIAN & PIPER ENTERPRISES STILES REAL ESTATE CORPORATION O O O�/ O �/ O / \ O + +/ .74 77 + +15.80 / co 65.58 a O86 m +91.48 / / / / +54.7 \ M +04.27 \ / +85.00 50.00' +77.39 / / / 50.00 +02.3 \ 40.93' / ----------- +51.01 \ \ TEMP. COMST. EASEMENT 51 52• / - - - - -PROPOS D R/W R/W Rlw .... LOWER MUSCATINE R/W F/W R/ZCORE R/ PR DOSED R/W 0NST. EASEMENT «83.00 37.96' «83.00 65.00' \WN CENTER T LLC \ C-3-74(10-' ,y. R/W R/W R/W / R/W \ +53.00 - - - +83.00 - - - - - \ /a 1 72 36.00' 36.00' \ / . 37.14' .000 +836.0 \ 46.00 / +89.95 151.35' / «63.31 178.86' +77.6\ \ / PROJECT NO: 091023 DESfONEO BY: 3. SOVERB RROJECT DATE: CHECNEO fiY: 3. 66VER8 CAD DATE: 2/16/2012 11:08:03 AM DRAWN BY, CAD FILE: %:\CR\IE\2009\091023\CAD\Plam\09I023_HO7.eNt ND GATE BY REVISION DESCRIPTION +Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA STP -U-3715637-70-52 LOWER MUSCATINE ROAD ROW LAYOUT SHEET NO. H.U7 O O O / 00.4 53.34 / / / / / W / W 3.60 «60.76 Q 76.16' 75.03' ariA 9'l + e s � ® 1 1 BFLS PROPERTIES LLC LIBERTY ®wTH IV[ O O O O N M v +75.00 v � -T V 60.00' v +37.49 «20.00 55.00'—60�00� 65.00 _ _ _ PERMANENT UTILITY + 55.00' +40.00 +50.55 PERMANENT UTILITY ITr + _ PERMANENT UTILITY 00 EASEMENT 50.00' 50.00' EASEMENT 50.00 +75.00 EASEMENT 0 I «61.00 — — — — — — — — — TEMP. CONST. EASEMENT —«— — — — —45.00' — — — 36.00' +40.00 *85.00 +95.00 0* 05.00 36.00' 38.00' _ 38.00' 8.00' _ 38.00' «90.00 _ *00.00 36.0 R/W /W R/W - R/N C N 07 `•1 PROCTOR &GAM—BLE O HAIR CARE LL O 1D R MUSCAT R/W R/w *67.55 PERMANENT UTILITY i8.00 40.33' EASEMENT 55.00' 0 ' " TEMP. CONST. EASEMENT R/w R/M I/I \ Z BJS ENTERPRISES LC NT RPR CITY OF IOWA CITY W 0 /%+06 * 55. 17 135. 52' *96.90 144.17' z +5L51155.40'55.arN~ \ \ \ o FEET 1.629 ' PROJECT N0: 091023 DESIGNED BY: S. MYERS '+0 GATE BY REVISION DESCRIPTION STP -U-3715(637)--70-52 SHEETJWPROJECT DATE: CHECKED BY: S. MVERs174-Foth LOWER MUSCATINE ROAD IMPROVEMENTSCAD DATE: 2116/2012 u:0804 AM DRAWN BnFROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD H CAD FILE: K:\LYI\IE\2009\091023\CAD\ lI 5\691023A S.sft IOWA CITY, IOWA ROW LAYOUT 8 9 MARTIN, RYAN A RGIIRKE, NESTER F O O O + + + —* +83.65 315.84' -n +67.36 \ O 315.72' + + TEMP. CONST. EASEMENT +67.34 - — — — — — — +37.34 02.58 O — C-302.68' - - — — + 37.32 288.58 zz z a U s \ O O + + ON s O N \ I \ O \ \ T —0 20 R/W w ¢ I z z w i z vo�0 a J��� 0 z II ERMANEN EASE T I 21 KK*W000 COMMUNITY COLLEGE O + N 1 N +40.87 I96.99' I 1 R/W PROJECT W. 09[@3 DESIGNED Y: S. BUYERS I PROJECT DATW. CHECKED BY: S. BUYERS CAD BATE: 2/16/2012 II:08:05 AM DRAWN BY: CAO FIL@ %:\CR\IE\2009\091023\CAD\Plwc\041023_HN.a t NO GATE BY REVISION DESCRIPTION O O + + ON s N R/W w ¢ I z z w i z vo�0 a J��� 0 z II ERMANEN EASE T I 21 KK*W000 COMMUNITY COLLEGE O + N 1 N +40.87 I96.99' I 1 R/W PROJECT W. 09[@3 DESIGNED Y: S. BUYERS I PROJECT DATW. CHECKED BY: S. BUYERS CAD BATE: 2/16/2012 II:08:05 AM DRAWN BY: CAO FIL@ %:\CR\IE\2009\091023\CAD\Plwc\041023_HN.a t NO GATE BY REVISION DESCRIPTION I t Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(637)--70-52 LOWER MUSCATINE ROAD ROW LAYOUT SHEET NO. H.09 i +Oast /9 8.09' 8 g51. 951.09' I / `a t 20' PERMANENT STORM �' •� SEWER EASEMENT +86.65 / -"�� •' {i 307.99' *75.75 1 307.85 I _ j"1 I X07.75 P. CONST. �LLNT EA$¢nE — — I TEND. CONST. EASEMENT I / I W86. 9 7.99' I -64.22 / 249.85' +74. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �/ _ _ _ _ _ _ _ _ _ _ _249. KIRKWOOD ENTRACE I 1 I .08.67 / I � Pl 202.78' / .73.68 202.49' I � / I / 2I 2 KIRKWOOD KIRKWOOD I � KIRKWOOD KIRKWOOD COMMUNITY COLLEGE O / O 10MMUNIT� O COMMUNITY COLLEGE 1 OI COMMUNITY COLLEGE O O / O Oj OI O O I -----Tt----- _—_— N N N� N / 11� C'-- — — — — —— ------- / I I W. R/W / R/W RM R/W P/W R/W R. ,R/W R/W R/W R/W PROJECT NO: O9IO23 OESIGNE0 BY: 3. 60VEN6 NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52 SHEET NO. PRa6cT DATE: CAD DATE: 2/16/2012 CHECKED BY: S. 60VFR5 1108:06 AM ORAVN BY: `. ' F� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD H.10 CAO FILE: K:\CRMB2009\091023\1CADVIl 5\09I023_M10.vNi �/ IOWA CITY,IOPIA ROW LAYOUT v I O o O o O © O NERAO VERNON W (] BELL. CHESTER W 0 H H M E qH T BERANEK, MEGAN A R AV N R H H E ±I }' NAR R P R I CJI 02 ]ARI ER. SCOTT 0 BECKER LINDA L �� &J ORI A 4F _I RdMO�E RUBS (TYP.) a To O ®SIAW o I ) R/W O R/W R/W `@�/ R/W O TV � O O iP TV m WHO WHU WH — ww ® - ? - ✓✓✓ San. — — — — —N San. — _—0:v— — —G srw — + — San. — — — o ao 7 O h STA. 1+8�. I(4MR) I. nsm� _ IJ -------------------------------- _ \ Rlw `-----'--- O San. _ 3 Y _ q — — San — n-WHta-. —San. - — _ _ _ \ R/W �R/W R/ R/ W \ \ I / I \ I O \ © ® \ HENRY. BRADFORD V MOEHLMANN. 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SOYERS #Foth LOWER MUSCATINE ROAD CAO DATE: 2/16/2012 11.08:11 AM DRAWN BY: FROM KIRKWOOD AVENUE TO 'IST AVENUE 01 CAO FILE: X:\CR\IE\2009\091023\CA0\Pl.n \091023_101.eht IOWA Cm, IOWA REMOVAL PLAN J -HE HOUSING Sac• GROUP LLC 0 O WHU O MATCHLINE (SEE BELOW) O 0 + I I I II (I D a IIIREMV 6"0 A* R/W TR)IU 3 13 4 MAJOR, CHRISTOPHER L FORAKER. THOMAS J & AMY JO 0 \ OD D REMOVE TREE (TYP.) _ g 1 REMOVE El- r� - — £ — — _ — _ m— _ — 0 D D D WILLIAMS, FRANK + 0 WHU o WHU �� o weu O1 R R/W R/W R/W /W 8 k 6 /— y 4 E� ac' \ 6 C STA. 80+97.21 (ASH) £y I D \ I yS \ © ® K & PLINDA SUE R — — BDBS. OARYL DEAN LAUTNER. CHAD W \ CROY. SUSAN MARIE BLOUNT- ERICA M \ \ o \ \\ FIELD HDW & AR ARO M 0 20 \ DLENE J FEET 48 \ 4, � MAX Y T H N A \ \ & ESTHER \�. A. 6+57 63' LT STA. 6+54 l4' \ 0 20 \ \ 24 X 247' RCP 24 % 12 RCP \ FEET / 3• \\ REMOVE REMOVE — WHU \\ 2 STA. 6+54. 18' _ LT © STA. 4 20' RT REMOVE STORM SEWER WH y 0 STORM SEWER INT AK S SEW MANHOLE n _ \ _ _ _ _ y \ \\ p REMOVE OVE _ _ _ _ v v STA. 6+55, 6' LT \\ 24" % 26' RCP A. +22 20' RT in I — St, _ _ --i C-) W y REMOVE % 6 ED- 100' VCP m _ _ _ _ _ _ _ ITS)- _ _. - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _p, _ 3 fir.. \ \ b (P E APPEARS TO BE ABANDONED. TAHR\ (� \ \ ® STA. 6+55 RIFY PRIOR TO REMOVAL) m I \ y STUBS ORM/ EWE NTAKE o REMOVE EXISTING TREES AND SAS NECESSARY TO REMOVE EXISTING REMOVEm AND TO INSTALL PROPOSED STORM SEWERS \ �" \ \ STA. 7+73, 27' LT \ \ REMOVE HYDRANT _ � � 11 O /1) WHU © STA. 7+7920 RT 6 \ 24 % 610 RCP i \ \ � \ REMOVE � \ � 5a°• \ \ O STA. 8+20 (ASH STREET) �\ y� REMOVE 102' OF 6 WATERMAIN \ / STA. 6+67 64' LT � o'WHu S�\ \ STA. 8+07 12' RT REMOVESTORM S MANHOLE \ \ SANITARY S WE MANHOLE \ \ AND 16' OF SANITARY PIPE \ \ REMOVE / II ST .% 12, RCP L \ \u, y \ EMOVE \ PROTECT N0: 041023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION STP•U•3715(6$ � - 0-52 'PCE' E.. PROTECT DATE: CHECKED BY: S. 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DENNIS00 7l 12+72 51' RT \ C' ' -p STA. 12+2 32' LT STA / REMOVE WAT VALVE © STORM SEWER INTAKE / REMOVE / STA. 12+22 34' 2 STA 12+84. 19' RT s \ sd� / p / REMOVE LANOSCAPIN is X 40' RCP d O \STA. E 43'43- (PIN TR T NORTH / P\a REMOVE \ \14 REMOVE OF 6 ERMAIN/ N ry \6 wv .5 3 STA. 12+51 33' R STA. 13+04 18' T STA. 13+30 13' T \ \ !� / 15' X 58' RCP ® )) STA. 1z+96 (PINE STREET ,SOUTH) / REMOVE RSTORM EMOVE SEWER TAKE REMOVE HYDRA ` REMOVE k2' OF 6"' WATER e\ / STA. 15+ 12' RT STAR` 15+57 (SPRUCE '�TREET NORTH) ' O STA' 12+6 19 RT STA. 13 1 30' RT REMOVE ATER VALVE REMO 77' OF 6" MATERMAIN STORM REMOVES ER MANHOLE REMOV LANDSCAPING ,s, a z ST 14+93 18' RT Q A. 12+5 3'2' R'T- FEET O ST 12+69 36' RT S 13+20 12' RT 1 X 376 RCP SA ITARY S ER MAN LE \ y� 1 % 34' RCP VE WATER VALVE MOVE EMO OF SANITARY �E EMOVE PROJECT NO: 091023 DESIGNED BY: S. SOVERB No DATE ar REVISION OESCRIPiION ♦ ��� LOWER MUSCATINE ROAD IMPROVEMENTS STP-U•3715(637�70-52 PROJECT DATE: CHECICED BY: S. SOVERB LOWER MUSCATINE ROAD ceo oATE� ens/zo¢ u:oe:r3 AN DRAWN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE 1,03 CAO FILE: %:\CR\IE\2009\091023\CAO\Plana\WI023_IO].Yii IOWA CITY, IOWA REMOVAL PLAN r–I R/W R/W Y 4EI W R/W ORAL -B LABORATORIE O O O O + + + + Cr 1 ----�-- �---- N I O C.) (") ------ --- --- ------ ti y fl 1 REMOVE SHRUB (TYP.) I ° fl fl 0 0 Q ------3-------------------------------------j J REFER TO N SHEETS 5 r–I I r–I r—I r — I FOR EX (STIREMOVALNG S TRAFFIC _ _ _ _ _ _ _ R/W $ R/W R/W R/W R/W R/W R/W R/W° r–I R/W R/W Y 4EI W R/W / R/W R/W R/W O — -- — �r----- c� n ------ --- --- ------ ti y fl 1 a J REFER TO N SHEETS 5 ------------ -------------- --REMOVE TREE (TYP.) FOR EX (STIREMOVALNG S TRAFFIC /—'A SIGNAL — — — —— I ° I If CORE SYCAMORE TOWN CENTER T LLC f.,T7 _ e� st.s.–-–-–-–�——-—--ave st's• 0 o ) Q f Vi O STA. 33+86, 21' LT STORM SEWER INTAKE SLC Q REMOVE St, 5. � st's• 11F - O STA. 33+86. 49 LT REMOVE LANOSCAP NU _ i STA. 34STA• 34+ O 15 X 312' RCP -- a 44 REMOVE -- \sts 5.�. O4 STA. 33+75, 31' RT 5t STORM SEWER INTAKE 05 REMOVE O STA. 34STA. 34+� / / \ 24 X 69' RCP 4' REMOVE o zo / FEET h PROJECT NO: 09IC23 DESIGNED BY: S. BOYERS NOI DATE I BY I REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SHEET NO. PROJECT DATE, CAD DATE: 2/I6/2D12 CHECKED BY: S. BOYERS 11,0&46 AM DRAWN BY: +Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD 106 CAO FILE: K:\CR\IE\2009\091023\CPD\Plans\091023_106..h IOWA CRY, IOWA REMOVAL PLAN 11 II 0 �I 1� d4a \ A. 41+18 51' LT REMOVE \ 'y O"STA.0+6Y% 82' 1 \ s ® STA. 41+43, 23' LT \ �� 1 REMOVE IS" ( 65' RCP ^^ o REMOVE ` \ r•o 1 STA. 41+75 15' LT O ST +' 77' RT 11 STORM SEWER IN AK 46' RCP MOVE REMOVE '- STA. 41+76 27' LT \ YL "�C� W 1 STA. 41+16. 71' RT 12 X12 X 1F / _� �p^� STORM SEWER INTAKE REMOVE G I REMOVE \ \ / \ \ -� a STA. 41+72, 0' RT / :c r j;' o d O STA. 4V cl 81 RT © REMOVE26' RCP 18 / / \ 6 X 25' CLAY \ i REMOVE 14 STORM SEWER INTAKE Q5 STA. 41ST A. 41+� REMOVE \ \ \ 12 X 55 RCP STA. 41+28, 155' RT MATCHLINE (SEE RIGHT) REMOVE REMOVE HYDRANT \ i © STA. 41+13, 14' RT STA. 42+53, 33' RT STORM SEWER MANHOLE 16 REMOVE HYDRANT o \ o" REMOVE STA 181+ 7' LT STA. 441 3 8' LT Q STA 44+I8. Bl' RT OQtt$t \ \ 1B REMOVE 102' ARD RAIL \ O 1 X 44' RCP 120' OF DECORATIVE FENCE REMOVE (REMOVE BY OTHERS) / \ PROJECT N0: 091023 DESIGNED BY: S. $OVERS NO GATE BY REVISION DESCRIPTION ��� STP -U-3715(637)-70-52 $HEEL 40. PROJECT DATE: CHECKEO BY: S. $OVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/16/2012 11:00:48 AM Of Rr: FROM KIRKWOOD AVENUE TO I ST AVENUE LOWER MUSCATINE ROAD 1.08 CAO FILE: K:\CR\fE\2009\091023\CAD\Plans\091023_IOBsNt IOWACRY�IOWA REMOVAL PLAN BELS PROPERTIES LLC iTA. 185+54.37 (1ST) +O \ N � —REMOVE SHRUiI (TYP.) I �1 I h San. — _ — — — 0 PROCTOR & GAMBLE HAIR CARE LLC O LIBERTY GROWTH IV LC / (O V' O O /O / + + + y U) / \ / \ / 43------------------W r -II r -i/ R R/ N F 0 PROCTOR & GAMBLE HAIR CARE LLC O O (O V' d O ° O R/W + P � 0 �ii�i% �iiii��iii/iiilll/.■/�iiiiiiii, .I Vi/„/% iiiiir■■/YiiiC�/�/LYiiiiiiii/� 1 B Ii, niiiYiii0iSHOP a�iiiai�•' �EXISTING - REMOVE i 4"0 RCP STORABANDON 8+32 28' RT N 4 Z� 10 LF IN PLACE I �,+ / i/iiil./i�% •�' 711111 � + mom ++ on 55' RCP O FEET +O O /�j iiiiirii!i O INTAKE �iiiiii►` �.�' /iiiiriii/, ter' 'rme- �ll�iii!Oi3►i'�/iill/ �iiiniii]►Ii�iCi�iio►iii%iI •� ------ iill�■iii■/7/6000-O/o!o/p/■ii■■■■■uo.T/iC.0/!ii■/r■■ii■■■■�■warlrr.� ---- ----- -----•■� ///�ai-■�sol�l�l�r--- - _ ..■1 'iii\ G/Gi ■iiwriiiviiiriil si/iiiwaii►iii�\'!r v.■!■■migi sill ��5i�1 ii c. ■•••_ - ►rt►"/� ��.i►.,�iii/ilii►iiiEiii�Iiii�i■i���i�i�ii '7/IISYI///!m//7!/i/Yiiiiiiiiiiiiiiiii �rliiiii■■■■n■/�iil�SEER����� �iiiiiiiiiiiiiiiiiY V��iiiiiii■/■/iiiiiiiitl�iiil SEE iiiiil 1111 1 �0 MW '" �iiiirl iii i/iiiEimllimm��iii■i■/■//!!/! /r aQiw�wiws_�_s.:..■■■i■iiii�■■��iler .w��. �/iii►./iiiiii!liiiiiii/iiiiiiii/11111 ..�■aC//iC■=■=■=JCo_ea:F:°•� -- ilii■u■■■■u■iiiiiiioiliiii —_.- �iiil/.l�l .„!!h■. 111111 uii!9iw �/' ��. iiiiG■iii/iiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiG liiil7■/I �iiin Iii■■i///wiiiiiiiiiiiiiii i .■YSiiiiiiaiiiiiiiii��eiiiiiii�iiir �������i �Fi.1ii% .orc---- ---- l-------- •ME■■!----------- O = — - riiil���i .G' 021 Ilii■i/iii���r• '/■/■iii■■■■.������f==••\1/iiiiiii ____-- o.!!r! ]iiilc�ll�/I • r!!!!!/■ii■iiil■■■oi•-__.■■... -------- * � .!_.. A■ 4 eil� ii�■■��1� * O CD �i, liww►i/i7►% .G A. 125+43 6 Giii-' .O' iifi3/7111 STA. 125+42 IB' LT �Pii�i ,!: niiirliw, O.0 19' RT PI ilVk ,. ��.. . . ' RCP i INTAK Z - lIiEMOV - T �001 18 X 12 HDPE REMOVE 1 WATERMAIN ° REMOVE (SYCAMORE STR 14 STA. 125+58, 48' RT © STA. 146+71 - 151+50 REMOVE HYDRANT REMOVE 490' OF 6 WATERMAIN (DEFOREST AVENUE) PROJECT 1Ai: 091023 OESIGWEO BY: S. SOWERS W GATE BY IIEYISim DESCRI v. Fot STP -U-3715(637)--70-52 SHEET W. PROJECT DATE: CHEMO BY: B. SDVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2116/2012 11,0050 AM DRAWN BY, FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD 110 CAO FILE: X:\Cli\IE\2009\091023\CAO\Plain\091023_1 IO.eM -- IOWA CITY, IOWA REMOVALPLAN 1 X 33' RCP ” 41 REMOVE i O STA. 1 8+32 28' RT N 4 Z� �,+ / ❑ ° + STA. 130+1I. 19' LT ++ REMOVE 55' RCP O FEET +O O /�j O INTAKE 4 / ® SEWER i O p O REMOVE a 's A. 125+43 6 26' RT MANHOLE STA. 125+42 IB' LT 's \ STORM SEWER REMOVE STORM SEWER REMOVE INTAK Z - STA. 125+42 0 23' RT STA. 22' LT 0 2424 X C 11 125+41, REMOVE 24" X 6' RCP m� REMOVE a 20 W © STA. 125+42, 19' RT I FEET 1 STORM SEWER INTAKE REMOVE Q STA.SEW 25'INTAKE LT R SEWER ER N l4 9 STA. 125+42, 0' AT REMOVE K 24" X 33' RCP p REMOVE 6 n/a - n1a n1a n/a a 7 W 0 --------------- -------' - - SYCAMORE STREET � 1 - - - - - - - - -aS - - iD -S'1S. I l3 STA. 125+32, 18' LT Q STA. - 132+77 U 18 X 12 HDPE REMOVE 1 WATERMAIN ° REMOVE (SYCAMORE STR 14 STA. 125+58, 48' RT © STA. 146+71 - 151+50 REMOVE HYDRANT REMOVE 490' OF 6 WATERMAIN (DEFOREST AVENUE) PROJECT 1Ai: 091023 OESIGWEO BY: S. SOWERS W GATE BY IIEYISim DESCRI v. Fot STP -U-3715(637)--70-52 SHEET W. PROJECT DATE: CHEMO BY: B. SDVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2116/2012 11,0050 AM DRAWN BY, FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD 110 CAO FILE: X:\Cli\IE\2009\091023\CAO\Plain\091023_1 IO.eM -- IOWA CITY, IOWA REMOVALPLAN TRAFFIC CONTROL PLAN 1008+Y3 TRAFFIC CONTROL PLAN 489 O, The Contractor shall employ sound practices of safety and traffic 15. At the time of Initial setup or at the time of major stage control. These methods and practices shall Include, but not be changes, 100 percent of each type of device (signs, cones, limited to, the following: tubular markers, drums, barricades, vertical panels, changeable message signs, and pavement markings) shall be classified as 1. The Contractor shall coordinate traffic control with other acceptable by the requirements of the American Traffic Safety projects in the area Services Association (ATSSA), "Duality Standard for Work Zone Traffic Control Devices - 1992." Throughout the duration of the 2. Traffic control on this project shall be In accordance with project, unacceptable devices or situations that are found on the specific layouts shown on these plans. Traffic control devices, job site as determined by before mentioned publication shall be procedures, and layouts shall be as per current Part VI of the replaced or the situation corrected within 12 hours of Initial Manual on Uniform Traffic Control Devices (MUTCD). notification by the project engineer. 3. All traffic control devices shall be furnished, erected, 16. The location for storage of equipment by the contractor during maintained and removed by the contractor. nonworking hours shall be as approved by the engineer, and the Contractor shall provide a written agreement with the property 4. All traffic control signs shall be placed at a minimum of 2 feet owner. clear of the back of curb or outside edge of shoulder where possible. 17. Contractor shall install Type 111 Barricades with "Sidewalk Closed" for all sidewalk closures on an as needed basis. 5. Portable mountings for warning signs may be used for temporary Installations of 3 days or less. - Project neer: p0hHavel, P.E. (319)356.5410 (office) 6. "Road Closed" and "Road Closed to Thru Traffic" signs to be 1ty of lova City (319)356.5007 (fax( mounted above top rail of Type 111 barricades so as not to 410 E. Washington Street Jason-havel@lowa-clty.org obscure the diagonal panels. lova City, Iowa 52240 7. The proposed signing may be modified to meet field tons, prevent obstructions and to accommodate constr scheduling upon approval of the Project Engineer. 6. Orange safety Fence shall be pla tirely across the traveled portlon of the roadway at a atlons where Type 111 Barricades rU with "Road Closed" sign used. r� 9. All Type 111 B des shall have Type 'A' low intensity flashing _„_`r."-� warning li The back side of the Type 111 Barricades shall he ref sec ed by a minimum of six yellow reflectors, one at each end- each rail, or at least one rail on each barricade shall W a reflectorized stripes properly sloped at each end. At full --AC-) Closure locations, Contractor shall provide enough Type Ill ^7 y a f Barricade%Ils to completely cross the road. 10. 4 term or permanent traffic control signs that conflict with -� '• spe c layouts shown on these plans are to be covered as '' O direr the project engineer. f.-9 11. Sign washing I be considered Incidental to traffic control and required as ted by the project engineer. 12. All construction signs be Diamond Grade Fluorescent Orange or White V.I.P. Sheeting o Ivalent. (Iowa DOT Type V11 Sheeting) 13. The Contractor shall contact the City wa City to remove all permanent street signs conflicting vi osed Improvements. The Contractor shall remove all signs as determined by the engineer and they shall remain t erty of the respective owners. This work shall be considere Incidental to other work. 14. The Contractor shall furnish and install all permanent road signs (City to provide street name signs) before the roadway Is reopened to traffic. The Contractor shall notify the City one (1) week prior to changes in traffic patterns. 1CM BY: S. SOVERS PROJECT N0: 091023 NO NATE aT REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS SHEET NO. PROJECT NATE, zoos CHECKED BY: S. SOVERS CHECKED CAN DATE: 1/27/2012 I:e9:14 PH DRAWN BY: Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD J.01 CAO FILE: X:\OMIE\2009\091023-00\CAD\Plam\091023-JOl.aht Iowa CITY, IOWA TRAFFIC CONTROL PLAN & STAGING NOTES STAGING NOTES It Is not the Intent to conrine the contractor -s activities to the areas of suggested stages alone. It Is understood that some of the various steps, though listed In numerical order, may occur simultaneously. The Contractor may conduct several operations concurrently, provided that traffic and access is maintained and that these operations do not conflict with the staging indicated herein. It is recognized that as the various activities related to construction progress, certain situations may arise which will preclude adhering to the original construction sequence or which would readily lend themselves to more efficient staging operations. Should the Contractor desire to deviate from the original plan, a written alternative plan shall be submitted to the Project Engineer for approval a minimum of one (1) week prior to the proposed changes. :oordlnate with all public and private projects in the area at all times. The following Is a list of known Iowa City projects: l.) Sycamore Street and Highway 6 Intersection Inprovements to with the City of lova City a minimum of two weeks prior ' i direct ecce traffic patterns. Contractor to notify h direct access to Lover Muscatine Road about the In t c patterns throughout construction. 2OJECT ACCESS: )e Contractor will have ss to the project site from Kirkwood J Aenue. Lover Muscatine Roa First Ave. throughout construct )ntractor shall maintain tempora ranular surface to properties Ith direct access to Lover Muscatine d at all [Imes. ING AREA: Contractor shall be alloyed to stage materia ng Lower atine Road, as long as the materlal does not Ing traffic or e an unsafe situation. JTILITY COORDINATION: The following Is a list of utilities known to have Impacts by this )roject. This list Is to assist the contractor with an understand 3f known existing utilities and may not necessarily be a complete list. IdAmerlcan Energy - Electric: IdAmerlcan energy will relocate the existing ov electric (stem to a new underground system being con ed as part of this -o Ject. Coordinate construction schedu th M1dAmerican Energy flocatlon efforts. IdAmer lean Energy - Gas: IdAmerican energy will r to the existing underground gas icllitles to new Ioc s as part of this project. )ordinate constru schedules with MldAmerlcan Energy �locatlon eff . o )cat Ions: e with Owest Communications on relocation efforts. Verify n of existing cable with proposed Improvements and establish plan. Ity of Iowa City Water Department: arlous water facilities are located throughout the project limits, are shall be taken when operations are near the facilities that III remain In place. The Contractor shall coordinate all activities Tat Impact any live facilities with the City of Iowa City Water Dept ADVANCED PROJECT NOTIFICATION: The Contractor shall fabricate and Install two (2) advance project iotiflcation signs. Both signs shall be placed along Lower Muscatine :oad to alert the public of the upcoming road closures. STAGING NOTES )o not drive on the proposed pavement with construction traffic greater than the legal load limits. The Contractor is strongly encouraged to review the soils report :ontained in the project plans to become familiar with the varying soil conditions contained on this project. Install Advance Notification of street closure signs a minimum of 7 lays prior to closing road. :ontractor shall maintain two direction traffic on First Ave., Mall Drive, and Phase 2 Lover Muscatine Limits for the duration 3f the project. :ontractor shall coord hate pr hate property Improvements on Parcel 3 with the property owner (McDonalds). In order to reduce the impact to the exlsiting parking, only two bays (Located Sta. 30+50 to 34+00) nay be under construction at. time. Pdestrian access within the project corridor shall be ma lntalned c all times for the duration of the project. This may require -Na of the Lover Muscatine Road existing sidewalks to remain In place )ring phase I construction until the proposed sidewalk (opposite ide of the roadway) Is Installed and opened to pedestrian traffic. II pedestrian accesses ma intianed thru construction areas shall be -otected by construction safety fencing. f/ or to coordinate with garbage collection 1 ma in to in collection throughout the duration project. 'ROJECT INTENT: This project ed into 3 Phases. Phase I Is located from Sta 1+85 20+12. Phase 2 is from Sta 20+12 to Sta 46+31. 'haareas outside the Lover Muscat lne Road corridor do not have a direct Impact to Lover Muscatine Road tra but do require special coordination with private Dropoer ers on construction staging and access. II traffic sha'MWAli&iwIntaIned In both directions on Lover Muscatine Sad during all Pha construction activities. The project Is expected to over portions of the 2012 and 2013 :onstructlon Seasons. The InteRIll for Lower Muscatine Road to be constructed In the following seque order: 2012 CONSTRUCTION: 1.) Construct Phase 2 -Stage IB (Detour PaCnen' n 2.) Construct Phase 2 -Stage 2A (Permanentstrue iF 3. )*Construct Phase 2 -Stage 2B & 2C (Permt Constru ) 4. )*Construct Phase 3 -Stage I (Permanent truct Ion, Kir Community College new entrance drive and parking)+I 5. )*Construct Phase 2 -Stage IA, 2A and 3B (Permanent Construction all First Avenue Intersection Improvements) S. )*Construct Phase 2 -Stage 3A (Permanent Construction) ipecial coordination. The First Avenue Intserction Improvements lase 2, Stage 2B /2C and Stage IA/2A/3B requires coordination with Ith Sycamore Street and Highway 6 Intersection Improvements Project II work activities between Mall Drive and First Avenue shall only 3nnence upon opening of traffic of Sycamore Street to the north f Hwy6 (estimated to be complete mid-July 2012). 2013 CONSTRUCTION: 1.) Complete remaining work from Phase 2 winter shutdown. 2.) Construct Phase I -Stage I (Permanent Construction) 3.) Construct Phase I -Stage 2 (Permanent Construction) STAGING NOTES oP ,_HH Phase 1 - Stage l: Refer to sheet J.04. 1. Traffic: A. Detour Lower Muscatine Road as shown on sheet J.16. Close Lover Muscatine from beginning of project (BOP) to Sta. 12+75. B. Close Franklin Street and Ash Street to through traffic. Provide temporary granular surfacing after pavement is removed on Franklin Street and Ash Street to provide access for local residents on Lover Muscatine Road from BOP to Sta 12+75. C. Close Ginter Avenue at Pine Street. 2. Water main: Install new water main from BOP to valve located at Sta 13+15 +/-. Pine/Ginter Street crossing outside of the Stage I limits must be done under fiagger control to maintain traffic. Switch services to new water main, and remove existing water main. 3. Storm Sever: Install new storm sewer from BOP to Stage 1 limits and make temporary connection to existing storm sever. Remove existing storm sewer as new Installation progresses. Install new outfall located at Station 6+60. Install storm structures and pipe on Ginter Avenue. 4. Sub Drain: In I sub drain prior to paving. 5. Paving: to grading and paving. Minimize disruption of tJN@OPWy access o residential properties. Coordinate sidewalk 00rd driveway replacement with property owners. Phase I - Stage 2: Refer to sheet J.05. Note: Phase 1 - Stage 1 must be complete to the level of ma intaining unimpeded traffic through Phase 1 - Stage I limits, and full completion of the Pine St. north Intersection must be atta tned before the project may progress Into Phase I - Stage 2. Traff lc: A. Detour Lower Muscatine Road as shown on sheet J.I6. Close Lower Muscatine from Sta 12+75 to Sta 20+00. B. Close Pine Street and Spruce Street to through traff lc. Provide temporary granular surfacing after pavement Is removed on Pine Street and Spruce Street to provide access for local residents on Lover Muscatine Road from Sta 12+75 to Sta 20+00. C. Close Friendly Avenue at Spruce Street. Water main: Install new water main Stal3+15 to valve located at approximate Sta 20+25. Maintain access on Spruce Street and Pine Street when installing new water main. Switch services to new water ma In and remove existing water main. Storm Sewer: Install new storm sewer from Sta 12+75 to Structure S-19. Remove existing storm sever as new Installation progresses. Install storm structures and pipe on Spruce Street and Pine Street. Maintain temporary access to residents abutting Lower Muscatine Road. Subdraln: Install subdraln prior to paving. Paving: Complete grading and paving. Minimize disruption to adjacent residents during construction. Coordinate sidewalk and vevay replacement vIth property owners. Note limits of paving (r 18+45 to Sta 20+16.62 to allow for temporary pavement placeme ween 2012 and 2013 construction season. Refer to sheets J.0 17 for additional Information on temporary pavement. Retaining Wall: Cons taming wall located at Sta 18+25 to Sta 20+20 RT. LJ r' .�t Chi j A PROJECT NO: 091023 OESIGNEO BY: S. SOVERS No DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT DATE: 00/00/2009 CHECKED BY: S. SOVERS FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD CAD DATE:yZ \IE\2 I -00\C PTI ORAYw BY, ill TRAFFIC CONTROL PLAN & STAGING NOTES J'02 CAD FILE: X:\0.M\IE\2009\W 1023-00\CAO\P lam\09[023.J02.eht *Foth IOWA CITY, IOWA STAGING NOTES 108-26L111 108-26 STAGING NOTES �-�-� 108-26 STAGING NOTES OB-30-88 Phase 2 Construction: 3. Water main: Install rem lning water main along Lower Muscatine Road, Sycamore Street, Deforest Avenue and ISE Avenue. Upon the Phase 2 - Stage 2C: Refer to Sheet J.11. Note: Stage 2C can begin when pavement on the south 1/2 of the Fire Phase 2- Stage IA: Refer to sheet J.06. passing of all pressure and disinfection testing, temporarily Station drive and Earl May Drive Is Installed In Stage 2B. connect the proposed water ma In IB" Dia.) to the existing (6" Dia. 1. Remove existing raised turn Island In NW corner of First Street and Lower Muscatine Road. Install pavement patch. at Sta. 20+00 (north of existing LMR/Sycamore St. Intersection). 4. Storm Sewer: 1. Shift Lover Muscatine Road traffic as shown on sheet J.II. 2. Removals: Remove detour pavement to facilitate placement of new 2. Install north 1/2 of storm sever P-100. Make temporary connection to existing intake. Plate pipe at centerline of A. Install storm sewer along Lover Muscatine Road (Sta. 17+78 to 27+14) and Sycamore Street (Sta. 125+27 to 132+92). Temporarll pavement. 3. Storm Sever: Expose well of structure S-103, construct First Avenue. Install pavement patch over pipe trench. connect storm pipe P-24 to the existing storm intake located on the south side of Spruce Street (5). permanent tap. 4. Pavement: Place permanent pavement Sta. 45+15 to EDP. Phase 2 - Stage 18: Refer to sheets J.06, J.07 and J.08. B. Install storm sever Sta 29+75 to Sta 33+50, stub out Intake 1. Refer to sheets J.20 and J.21. Install temporary traffic signal pipes; P-86, and P-88 to location between new pavement Phase 2 - Stage 3A: Refer to sheet J.06, J.12 and J.13. at the Intersection of First Avenue and the Mall Drive. constructed in Stage 2A and detour pavement and plate well 1. Refer to sheet J.26 and J.27 for traffic signal setup. Shift Position temporary traffic signal heads for head to head traffic C. Install P-89, the portion of P-89 under current traffic traffic as shown on sheet J.06, J.12 and J.13. on existing southbound lanes of Lover Muscatine Road. shall be Installed utilizing a "Night Closure" the work shall emovals: Remove detour pavement leaving In place pavement 2. Refer to sheets J.07 and J.OB. Install temporary pavement markings be preferment between 11:00 PM and 6:00 AM Monday to Tently In use at Mall Drive and First Avenue. and traffic control on existing Lover Muscatine Road for head to and the pavement shall be returned to the Improv ace 3. Sto Sewer: Construct Intake tops on previously Installed head traffic on existing southbound lanes. Shift traffic. condition no later than 6:00 AM the followin Y. Intake wells. 3. Remove Isting signals at First Avenue and Mall Drive. D. Install structure S-90 and Install P-90 ecting to P-90 4. Sanitary Sever: Connect stub-outs provided In Stage 2A to Refer to et J.06. Remove NE 1/4 of First Avenue pavement to stubbed out In Stage IB. Remove to ary piping existing Sanitary System at Sta 34+75 and 40+50. allow for s sewer Construction. Refer to sheets J.07 and J.08. Remove curb an Iter as necessary to facilitate storm sewer and area Intake Installed durin ase 1B and existing Intake at Ste 37+00. Plug existing Sever and abandon In place. 5. Pavement: Construct north 1/3 pavement section from Sta construction and ement of detour pavement. Remove existing E. Install structure S-93 a nstall P-93 connecting to P-93 32+00 to EDP. Construct north 1/2 pavement section in area storm sewer located ion 34+35-38+46, remove existing Intakes at Sta 38+46 and Sta 3 Remove storm sewer from Sta 41+00 to stubbed out In Stage Remove temporary piping and area Intake 1 lied during phase 1B and existing Intake of detour pavement removal on Mall Drive and south 1/2 pavement section on First Avenue. Businesses with 1 driveway 42+00 as new storm sewer v rogresses. Remove Intake at Sta 41+75. at Sta 38+46. F. Install re der of pipe P-100 from stub Installed In must be constructed to maintain access at all times. Businesses with 2 driveways may be alternated to be 4. Storm Sever: Stage 1 Install structure 5-101, install pipe P-101 remove constructed in full providing full access Is maintalned A. Install P-92, construct and plate S-92, stub out pipe P-90 to ry connection Installed during Stage IB, remove at all times Construct all remaining drives, outside of temporary pavement limits, nect to temporary pipe ting storm sewer and Intake south of First Avenue and plate sidewalks and recreation trails north of Lover Muscatine Road. Installed from existing storm sewer at 7+00 (this will be removed during stage 2A). Construct to y SW-512 at connection of temporary pipe and existing pipe, a 37+00. nstall structures S-102. 105. 106, and 107. Install pipes P-105, and 106. Install rem lnder of pipe P-107 and P-108 to pipe stubs Installed 1n Stage IB. Phase 2 - Stage 3B: Refer to sheets J.06, J.14 and J.15. 1. Refer to sheet J.28 and J.29 for temporary traffic signal setup. Install P-91, Install S-91 and connect to existin orm II H. Install subdrain Ste 32+00 to EDP prior to paving. Shift traffic as shown on sheet J.06, J.14 and J.15. from West Bank drainage structure. 5. Sanitary Sever: Install sanitary sewer from Sta 34+75 to 2. Removals: Remove detour pavement north 1/2 pavement section B. Install P-94, construct and plate well S-94, stub out Sta 47+50, Install stub out piping to edge of detour at First Avenue and Mall Drive. P-93 outside of temporary pavement limits, connect emp pavement and plate at Sta 47+50, Make permanent connection 3. Pavement: Construct North 1/2 Pavement Section at First Avenue an pipe installed from existing storm sewer at Sta 6 to influent pipe from mall, and nuke temporary connection to Mall Drive In areas of detour pavement removal. (this will be removed during stage 2A). Const t temporary SW-512 at connection of temporary pipe and st Ing pipe, outfall pipe toward existing outfall structure. II be Connected permanently In Stage 3A) 4. Install temporary pavement wedge and pavement mark Ings from the existing to the proposed pavement (Sta. 20+12). Sta 38+46. 6. P Grade and pave south 2/3 New Lower Muscatine pavenent C. Install structure S-110, install pipe P 9, Install structure sect Sta 32+00 - EDP). Grade and pave north 1/2 of Mall Phase 3 - Stage 1 S-109, install the portion of pipe P I to outside detour Drive a uth 1/2 of First Avenue intersections. Make pavement limits and temporarily c ect to existing storm sewer temporary nt connection to detour pavement at South 1/2 1. Phase 3- Stage 1 work shall consist of relocating driveways For pipe. Install pipe P-108, Inst well of structure S-108 and plate. Install pipe P-107 to tside detour pavement limits sections of F Avenue and north 1/2 of Mall Drive. Grade and pave all std s and driveways South of Lower Muscatine. Mid American and Kirkwood Community College. This work shall be completed before the project can progress with Phase 2 - Stage 2A and and make a temporary conne on to existing storm sewer pipe. 7. Install temporary pa t wedge and pavement markings from 3A. It is Intended that work may begin at the completion of the Install Well 5-105 and p e, Install pipe P-104 and pipe p-105 the ex ist Ing to the pro pavement (Sta. 20+12 ), Kirkwood Community College Spring Semester, and shall be completed Install pipe P-103, c truct well of structure 5-103 and plate In advance of the start of the Fall Semester. Install Plpe P-102 outside of detour pavement limits and Phase 2 - Stage 2B: Refer to she .06 and J.11. plate. Note: Stage 2B can begin rohen pavemen orth 1/2 of Mall Drive 5. Water ma in: Relo a fire hydrant at Sta 34+67.5 - 50.74' LT and south 1/2 of First Avenue Is complete. Begin water mal mprovements at First Avenue and Lower Muscatine Road. The wat muln improvements along First Avenue shall be 1. Refer to sheets J.24 and J.25 for temporary tra lgnal setup. constructe bring Phase 2 - Stage IA and Stage 2A. Maintain Lower Muscatine Road traffic as In Stage 2 . 6. Pavement- rade and pave detour pavement on Lower Muscatine Road Shift Mall Drive traffic as shown on sheet J.I1. from S 29+00 to end of project (EDP). Grade and pave detour pave t South 1/2 of Mall Drive. Shift First Avenue as shown on sheet J.06. 2. Storm Sever: -..� Pha 2 - Stage 2A: Refer to sheets J.06, J.09 and J.10. Adjust temporary traff lc signal heads as shown on sheets J.22 and J.23. Install temporary pavement markings and shift Lower Remove temporary connection P-100 to existing Intake Installed In Stage IA. Remove existing intake, and existing piping. Install Structure S-100 3. Removals: Remove north 1/2 Mall Drive and south 1/2 First Street. 4. Pavement: Pave north 1/2 Mall Drive and south 1/2 First Street. C-.) Cl C Muscatine Road as shown on sheets J.09 and J.10. Shift Mall Drive traffic as shown on sheet J.09 and First Avenue traffic as shown on sheet J.06. 2. Removals: Remove remainder of existing pavement not removed In Phase 2 - Stage 1B. Remove north 1/2 of existing pavement section at the Mall Drive, and south 1/2 of existing pavement section at First Avenue. PROJECT N0: 091023 DESIGNED BY: S. SOVERSNO PROJECT DATE, 00/00/2009 CHECKED BY: S. SWERS CAD DILE: 1/\/2012 1;5%17 PM DRAWN BY, CAO FILE: %:\OM\fE\2009\091023-00\CAO\Plana\09I021J0].Pht DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA LOWER MUSCATINE ROAD TRAFFIC CONTROL PLAN & STAGING NOTES SHEET W. J.03 S T c:) • � Y� UUXf e ROAD CLOSED \17D 1 : ROAD / 1 nEZZA!I EM CLOSED _ A TYPE IF BARRICADE CLOSURE W/ORMWE SIFTEY FENCE 1 USE IOWA OEpPyMiSME� aF ipclHx SZ gTATION _ RSITUAiiION 1/RI BURBONIS 1 ; f L r( W BpFp�/�$[� {pT}�j F TYPE III BMRICME CLOSURE W/ORMiOE SIFTEV NCE USE IOWA Si11ATI0NTUR9 ) OflTA N \\ /G I �.�'� / TOLU' A 8S . l% LOWER MUSCATINE ROAD S "may TO �� IMN 1R.1iEK _ \ TYPE III BARRICADE FE/ROAN CLOSED USE IOWA RLPMIMENI .4E TRAV$POR]r 1 PHASE 1, STAGE 1 TRAFFIC CONTROL LEGEND T TRAFFIC SIGN T TYPE III BARRICADE PERMANENT PAVEMENT DIRECTION OF TRAFFIC TEMPORARY GRANULAR SURFACING NOTE: CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER TO PROVIDE TEMPORARY GRANULAR SURFACE ACCESS AS NECESSARY GRANULAR SURFACE TO BE 11 FT WIDE. AND \ 6 IN THICK TYPICAL PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: DNECKED BY: S. SOVERS CAO DATE. 2/16/2012 11.01,42 AM DRAWN BY: CAD FILE: %:\OT\IE\2009\091023\CAO\Plein\0R10n-JO4.Bht NO DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP.0-371 837 70.52 F PHASEI: STAGED PERMANENT CONSTRUCTION SHEET N0. J•04 �. ROAD t CLOSED 1------ t t n TYPE III RMflIL.NE CLOSURE W/ONAVCE SQTEY PENCE STA. 18145.00 s USE IOWA PweTNga,�'p� yA( oRTATIau CONSTRUCTION LIMIT FOR PHASE I. S U 10 17OR�yuf '� STAGE 2. TO ALLOW FOR TEMPO ARY Fj PAVEMENT PLACED IN PHASE 2 TACE IB 0 I \ LOWER MUSCATINE ROAD . TA 20*12.62 — CON TRUCTION LIMIT FOR PHASE 1. .—' STA E 2. TO ALLOW FOR TEMPORARY ENT PIWACED IN PHNSE 2 STAGE 10 t ��_•_ S 1 � A A NIB a wric 1 TYPE Al BARRICADE CLOSURE W/ORNIGE SKTEY FENCE t f TYPE III FBpMRTICNOEDET Wp/fl0i/qilARCGLOSED USE IOWA RWM UAS� "' fl `A I: RTATION USE PWA R00➢ATVAipN 6TC-263 d2TATlgi 4T OU" 5 yfUAr. TC35 PHASE 1, STAGE 2 TRAFFIC CONTROL LEGEND —r TRAFFIC SIGN CONSTRUCTED IMPROVEMENTS �— TYPE III BARRICADE DURING STAGE 1 DIRECTION OF TRAFFIC TEMPORARY GRANULAR SURFACING NOTE: CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER TO PROVIDE TEMPORARY GRANULAR SURFACE ACCESS AS NECESSARY GRANULAR SURFACE TO BE 14 FT WIDE. AND 6 IN THICK TYPICAL <,ry no o � w PROJECT N0: 09IW3 DESIGNED BY: S. BOVER3 NO DATE BY REVISION DESCRIPTION *Foth STP-U3715�837�-70.52 SHEET �' PROJECT NATE: DESIGNECHECXE0 BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE: 2/16/2012 11A9:43 AM ORAMN Bn FROM KIRKWOOD AVENUE TO 1ST AVENUE PHASE 1, STAGE J.05 CAD FILE: X:\LR\IE\2009\091023\LPD\Plain\091023_JOS.a t IOWA CITY, IOWA PERMANENT CONSTRUCTION END ROAD WORK 2 40"" 1 X 24" PLACE ARROW Rwo aril _ la � INU IRIfiC �� T �L sc�°iRRlc°Ri oEEola SAWCUT 50 FT REMOVE 15 SY PATCH 15 SY ♦ ♦ REPLACE 0 SO A YEMAE IA: ISLAND STANDARD :UT 36.5 FT. 9.0 SY. TRAFFIC CONTROY TRAFFIC SIGN TYPE III BARRICADE DIRECTION OF TRAFFIC 28 PAVEMENT CON TEO DURING PHASW2, STAGE 3A ♦ VERTICAL PANEL OR 18" TUBULAR MARKER x TRAFFIC DRUM FIRST AVENUE TRAFFIC HEAD TO HEAD EASTBOUND LANES NOTE: CONTRACTOR SHALL USE SAME TRAFFIC CONTROL FOR PHASE 2. STAGES: IA. 23. AND 3A I END ROAD WORK 320-2A 4R" x 24^ ROAD I WORK MEAD 'LACE ARR P NEL 0' % 0" W41R JO'• x 30" IGHT L CLOSED AHEAD W20 -ER �! X x 40•' F / FIRST AVENUE TRAFFIe HEAD TO HEAD WESTBO[:W30 NOTE: CONTRACTOR SHALL USE SAME-RAFFI%. IDNTROJ — END FOR PHASE 2. STAGES: 18, 2#1 aND 3 ROAD WORK S .<r --o t—n .i La 330-2A 49` % 24•• PLACE ARR ANEL C-) ♦ rst � , PLACE ARROW PANEL ♦ Ww a� AYFAyr - �' '� x W1 4R WORK x 30" X 30" W4 -x ME/D C r F 30^ x 3v LEFT LME s\ CLOSED W'I y - AHEAD W b^ o^ TYPE III BMRILWE W 7DUVR cxI.EFi oEiouRosEo v TRAFFIC CONTROL LEGEND W2 -51- � T TRAFFIC SIGN CHANNELIZING DEVICES: ae" x 411• ROID C TYPE III BARRICADE WORN 5 O FEET DIRECTION OF TRAFFIC ♦ VERTICAL PANEL END 18" TUBULAR MARKER NE/D PAVEMENT CONSTRUCTED F �� WORK DURING PHASE 2. STAGE 2A x TRAFFIC DRUM 020aA S PAVEMENT CONSTRUCTED y 4e^ % °°• 4wzoa R•• x 40•• DURING PHASE 2, STAGE 3B PRaeci No: 091023 CHE.E.0 Br: s. savERs Ro o<TE BY RErIS1011 OESCRIPiIOR Foth LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3718(837-70.52 - PROJECT DATE. DESM1 BY: S. SOYEM PHASE 2 - STAGE 1A, 18, 28, $A, AND 38 ceo DATE: znsrzo¢ tL09:45 AM oRAWR Rr: FROM KIRKWOOD AVENUE TO IST AVENUE J.06 CIO Eel:%ACP1F12009\O9mz3\CAD\P... \oamz3 Jos..ne IOWA CITY, IOWA PERMANENT CONSTRUCTION 0 50 FEET i i DEMOLISH EXISTING STORM INTAKE TOP AND PLATE EXISTING WELL -k Sr REMOVE EXISTI INTAKE TOP AN EXISTING WELL 0\ C 5 o b� ROAD WORM t AHEAD H .y / lk INSTALL TEMPORARY SW 512 „\ ' K — / / I FOR DRAINAGE PURPOSES 1x ` PHASE 2, STAGE 1B Ile LF OF 18" HOPE PIPE. DURING CONSTRUCTION / MAKE TEMPORARY CONNECTION35 OF 18" / TRAFFIC CONTROL LEGEND �1 TO PROPOSED PIPE MAKEF TEMPORA �RH��O+PCE NECTIOM <i Tr TRAFFIC SIGN CHANNELIZING DEVICES: U S-p-"''� TO PROPOSED OA TYPE III BARRICADE S O ♦ VERTICAL PANEL OR i W ROAD / DIRECTION OF TRAFFIC IB" TUBULAR MARKER Z5 WORK CONSTRUCTED IMPROVEMENTS wt-ap AHEAD ® x TRAFFIC DRUM 30, x9. I DURING STAGE 0 50e...— wa_1 �: p TEMPORARY PAVEMENT Q DOUBLE CENTERLINE (YELLOW) 1 :� 1x•• x 48"(D EDGE LINE RIGHT (WHITE) I PROJECT N0: 091023 OEECKEO Y: 5. ROVERS NO GATE BY REVISION DESCRIPTION ♦ ��� STP -U-3715(637)-70.52 SHEET N0. PROJECT GATE: CHECKED Br: 5. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/1s/2012 11:09:46 AM OR AVN Br: FROM KIRKWOOD AVENUE TO I ST AVENUE PHASE 2, STAGE IB J.07 CAD FILE: X:\M\IE\2009\091023\CAO\Pima\091023_JOJ.ffi IOWA ORTY,IOWA DETOUR PAVEMENT ROPD wORK A:EAD f / \ 4B•' N 48" W1 -4L CCpp11�� TTpp CC77 NINTT 300E"LLMLL.HI" ANOSTEMPOR�RILYEPLATE MAKE TEMPORARY CONNECTION TO EXISTING OUTFALL PIPE, WILL BE REPLACED IN PHASE 2 STAGE 2A ROAD wORK 1V�AD J' x 48" PHASE 2, STAGE 1B 3" A 24 TRAFFIC CONTROL LEGEND -r TRAFFIC SIGN CHANNEI-17ING DEVICES TYPE 111 BARRICADE VERTICAL PANEL OR —1111- DIRECTION OF TRAFFIC IB" TUBULAR PA MARKER CONSTRUCTED IMPROVEMENTS DURING STAGE y TRAFFIC DRUM _ TEMPORARY PAVEMENT Q DOUBLE CENTERLINE (YELLOW) (1 EDGE LINE RIGHT (WHITE) 7FG7�C� 0 w FEET PROJECT ND: 091023 CHECKED Y: S. BUYERS PROJECT 0X76 DESIGNS 6Y S. BUYERS CAD DATE: 2/16/2012 11:09:48 AM DR IN er: NO GATE BY REVIBION OESCflIPT10N *Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO AVENUE STP•U-$7455(637)-70-52 PHASE 2, STAGE IB J OO U CAO FILE: X:\CR\IE\2009\091023\CADVIl ,\091023-J08.e t IOWA CITY. IOWA DETOUR PAVEMENT i Ran naxo To i 25 O XJ.M. i i �iq. 'Ciej s END ROAD WORK W PAS � IDNE N _ ae ,i 31" TYPE IN III BARRICADE W/ROAD Ea 6lEFT OETR CLOSW \ � \ 24wx 24" ` \ C2o-2A\ ae- x 24"a \ w1-4L aO• x W ` N rT \ n _______________ --.- ---4_M-----___- - Q - O \0 2 /NOTS/ 11'1p i PASS Fr ROAD - —)M wow zeR4-1 l ROAD CLOSED A` � 30x M. f0 W20- 25 F� f W13 TYPE IX BARRICADE CLSOYSM WW/OiiRRANGSE SAFTEY FENCE 242{" USE IOWA RF AT?OVJ (URB 52 TATION I I 1 / r ROADWORK d AHEAD •-::;j - ..,(, .. -I v INSTALL 91 TON TEMPORARY GRANULAR SURFACE {I— '� WALKWAY BEFORE REMOVING WEST WALK ETT MN CONTRACTOR TO MAKE TEPORARY CO -'+- THIS STAGE. 2y TO EXISTING SANITARY PIPE. PERMIAN�NNEgq ION :. MADE DURING PHASE 2 STAGE 3A .. MAKE TEMPORARY CONNECTION TO EXISTING OUTFALL PIPE. WILL BE REPLACED PHASE 2 INSTALL 700 FT SAFETY CJrr STAGE 3A FENCE I' FROM EDGE OF TEMPORARY INSTALL 648' OF TEMPORARY BARRIER RAIL. \ /IGRANULAR WALKWAY ;/ BARRIER RAIL MUST BE IN PLACE DURING ALL 7 EWEROFX DESV10" \ / 0 '` CREATENITARA DROPY GREATER THAN WITHIN / kc — — 5' 5' OF PAVEMENT EDGE. / \ ,I /4 i r l I CURRENT TRAFFIIC SITU TION DURINGUNDER MIGHT CLOSURE" REFER TO STAGING NOTES PHASE 2, STAGE 2A PHASE 2, STAGE 2A FOR ALLOWABLE TIMES TRAFFIC CONTROL LEGEND / / .Q" ROADe. CLOSED _ T � 1 TRAFFIC SIGN TYPE 111 BARRICADE DIRECTION OF TRAFFIC CHANN I IN DEVICES : 0 • VERTICAL PANEL ' \ j / I IB" TUBULAR MARKER \ ® CONSTRUCTED IMPROVEMENTS x TRAFFIC DRUM NOTE: CONTRALTO L COORDINATE WITH E TEMPORARY PRSSIAS DURING STAGE TY OWN TYPE IN BARRICADE CLOSURE W/ORA BATTEY FENCE �' PERMANENT PAVEMENT Q3 DOUBLE CENTERLINE (YELLOW) ^' GRANULAR SURFACE NECESSARY USE IOWA p�R�EpPAAONT5r#n.,QF VPRTATM. LTUATI "S'i I EDGE LINE RIGHT Q\ (WHITE) TEMPORARY PAVEMENT PROJECT W. 09[@3 DESIGNE DESIGNED BY: S. SEVERE NO GATE BY REVISIW CESCRIPi1W LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637-70.52 SLEET N0. PROJECT DATE: DATE: ens/2012 BY: S. SEVERS 11:0980 AM DRAAN BY: ♦ ��� FROM KIRKWOOD AVENUE TO 1ST AVENUE PHASE 2, STAGE 2A �g CAD CAD FIIE: %:\CR\IE\2009\091013\CAD\Plana\091023_J09.ahf IOWA CITY, IOWA PERMANENT CONSTRUCTION ) y :F INSTALL 648' OF TEMPORARY BARRIER RAIL.25 ROAD BARRIER RAIL MUST BE IN PLACE DURING ALL x.5 WORK SANITARY SEWER EXCAVATION ACTIVITIES THAT MEM CREATE A DROP OF GREATER THAN 10" WITHIN wIJ-I / 5' OF PAVEMENT EDGE. zr• x zr' wzo-i F DO ax• x 4e" • NOT INSTALL 82' TEMPORARY IER FAIL. ON PARKING / PASS / SIDE OF CURB LINE Jo �A 30' 24" X SO" / In / of I o0 0 l l --_—_. 7 _ 1\ R0A0 WORK G2 -2A 40" x 24" NO PASSING • • ZONE 0 ILn x �B 36" •i '. 25 D w 1 wi-aR x.r.x. FEET i f Jo^ x Jo• wi zs• ROAD N EM CLOSED ]G ZE -Tin J �>::4 ; �e (7 Awa TYPE III BE CLOSURE W/ORANGE SIFTEY FENCE IOWAR USE IOWA 41�Ai�xfn''G po *g SPORTATION Y �i +�) V LY - W NOTE: CONTRACTOR SHALL COORDINATE WITH `r HOME OWNER PPROVIDE TEMPORARY GRANULAR SURFACE ACCESS AS NECESSARY PHASE 2, STAGE 2A TRAFFIC CONTROL LEGEND T TRAFFIC SIGN CHANNEL17ING DEVICES: �-T TYPE III BARRICADE D DIRECTION OF TRAFFIC ♦ VERTICAL PANEL OR F� ® CONSTRUCTED IMPROVEMENTSDUR>< TRAFF TU ICULAR DRUMMARKER f' PERMANENT PAVEMENT 0 DOUBLE CENTERLINE (YELLOW) O7 EDGE LINE RIGHT (WHITE) — TEMPORARY PAVEMENT PROJECT N0: O9IW3 DESIGNED BY: S. SOVERS NO GATE BY flEVI51M DESCRIPTION Fot h STP -U-3716(637)--70-62 SHEET W. PROJECT DATE: cxecxe0 BY: s- mvERs LOWER MUSCATINE ROAD IMPROVEMENTS CAO GATE: 2/16/20¢ ❑:09:52 AM DRAWN BY: 416 FROM KIRKWOOD AVENUE TO I ST AVENUE PHASE 2, STAGE 2A J.10 CAD FILE: x:\CR\IEv2009\o91az3xCAovPI•"rvo9lozJ_J lc.m IOWA CITY, IOWA PERMANENT CONSTRUCTION 1 d W a INE n ii PHASE 2, STAGE 2B If-ITRAFFIC CONTROL LEGEND T TRAFFIC SIGN CHANNELIZING DEVICES: -r TYPE III BARRICADE VERTICAL PANEL OR 1 DIRECTION OF TRAFFIC 18" TUBULAR MARKER PERMANENT PAVEMENT x TRAFFIC DRUM Q DOUBLE CENTERLINE (YELLOW) (il EDGE LINE RIGHT (WHITE) F ROb 25 WORK RaR nogo wu-I NiEAO ro a^ x z4^ ;o- ,MURwx W2 dFDO 40" x N 40" d NOT PASS I WI -4N R4-1 / 3O^ x 3 3O^ 24^x30" — TYPE III ODrW/ROD➢ EXPOSE INTAKE WELL AND aoRE0 t OETouq \/\1 0 CONSTRUCT PERMANENT IN TOP THIS PHASE J END ROAD WORK CX 2A \ - N 2Y' C, No ?a� �% .� ,• 0 PASSING y ' 25 PHASE 2, STAGE 2C ZONE \�,�' a...M. TRAFFIC CONTROL LEGEND 414-, � Wt3-1 T TRAFFIC SIGN �� v" x z4^ N.o DHANN LIZING 0 VIC S: y� ro %I, TYPE 111 BARRICADE rJ� VERTICAL PANEL 10,30 D 1 DIRECTION OF TRAFFIC 18" TUBULAR MARK ER S Fj EET PERMANENT PAVEMENT x TRAFFIC DRUM 1 \ ).N TEMPORARY PAVEMENT QDOUBLE CENTERLINE (YELLOW) �Q yr aseo°:glR�r r.rnAR Q7 EDGE LINE RIGHT (WHITE) PROJECT N0: 091023 CHECKED BY: S. SOVERS NATE: CHECKED BY: 5. BOVERS DATE: 2/16/2012 11A9:53 AM DRAWN BY: FILE: N:\M\IE\2009\091023\CAO\Plain\091023)I LaMtIOWA NO GATE BY gEV1510N DESCRIPTION *,00rFoth LOWER MUSCATINE ROAD IMPROVEMENTSCAO FROM KIRKWOOD AVENUE TO 1ST AVENUE CITY, IOWA STP -U-3715 5371-70.53`. PHASE 2, STAGE 288: 2C PERMANENT CONSTRUCTION T N0•PROJECT Ja11CAD / 1 d W a INE n ii PHASE 2, STAGE 2B If-ITRAFFIC CONTROL LEGEND T TRAFFIC SIGN CHANNELIZING DEVICES: -r TYPE III BARRICADE VERTICAL PANEL OR 1 DIRECTION OF TRAFFIC 18" TUBULAR MARKER PERMANENT PAVEMENT x TRAFFIC DRUM Q DOUBLE CENTERLINE (YELLOW) (il EDGE LINE RIGHT (WHITE) F ROb 25 WORK RaR nogo wu-I NiEAO ro a^ x z4^ ;o- ,MURwx W2 dFDO 40" x N 40" d NOT PASS I WI -4N R4-1 / 3O^ x 3 3O^ 24^x30" — TYPE III ODrW/ROD➢ EXPOSE INTAKE WELL AND aoRE0 t OETouq \/\1 0 CONSTRUCT PERMANENT IN TOP THIS PHASE J END ROAD WORK CX 2A \ - N 2Y' C, No ?a� �% .� ,• 0 PASSING y ' 25 PHASE 2, STAGE 2C ZONE \�,�' a...M. TRAFFIC CONTROL LEGEND 414-, � Wt3-1 T TRAFFIC SIGN �� v" x z4^ N.o DHANN LIZING 0 VIC S: y� ro %I, TYPE 111 BARRICADE rJ� VERTICAL PANEL 10,30 D 1 DIRECTION OF TRAFFIC 18" TUBULAR MARK ER S Fj EET PERMANENT PAVEMENT x TRAFFIC DRUM 1 \ ).N TEMPORARY PAVEMENT QDOUBLE CENTERLINE (YELLOW) �Q yr aseo°:glR�r r.rnAR Q7 EDGE LINE RIGHT (WHITE) PROJECT N0: 091023 CHECKED BY: S. SOVERS NATE: CHECKED BY: 5. BOVERS DATE: 2/16/2012 11A9:53 AM DRAWN BY: FILE: N:\M\IE\2009\091023\CAO\Plain\091023)I LaMtIOWA NO GATE BY gEV1510N DESCRIPTION *,00rFoth LOWER MUSCATINE ROAD IMPROVEMENTSCAO FROM KIRKWOOD AVENUE TO 1ST AVENUE CITY, IOWA STP -U-3715 5371-70.53`. PHASE 2, STAGE 288: 2C PERMANENT CONSTRUCTION T N0•PROJECT Ja11CAD 25 i� 2V X 24 30 (' NMI ���►ISI/_���I�r�_�_�r_ _���1 ��r/_//_�_�_r�_%_L_w_ .-y .-:'T� .. �` IMVAWI ----------_-------sem_- mw �... ,,_ .�, -� i�;�iL� �2' - - ��- OWN / ... DRIVE NEW "SHARED ,.PHASE ,.IS COMPLETE / PERMANENTLY OPENED TO TRAFFIC OA OJF qmm �IiiiiiiiiiOVOW =919 920%�iAND iiii iiiii ir�iiiii STAGE 3A .. CONTROLPHASE2 TRAMC TRAFFIC SIGN TYPE Ili BAFRI AD' DEVICES . - �• co CONSTRUCTED IMPROVEMENTSDURING STAGE TRAFFIC DRUMPERMANENT PAVEMENT TEMPORARY PAVEMENTKER PROJECT NO: 041023 DATE: msl�o BY: S. SOVEnPMJECT CHECKED BY: S. MYERS mem LOWER MUSCATINE ... 70-62 CAD DATE, 2/16/2012 11.09.0 AM RAWN BY: FROM KIRKWOOD AVENUE TO 1STAVENUE PHASE 2, STAGE :�. CAD FILE, XsNM\IEVooq\GqIO23\CQ\pl�\OqIG23-JI2.�t��� IOWA CITY ,. PERMANENT CONSTRUCTION CONNECT PERMANENT PIPING INSTALLED IN PHASE 2 STAGE 2B TO EXISTING MANHOLE, CUT OFF AND ABANDON IN PLACE EXISTING SANITARY LINE AT EXISTING MANHOLE I' F 5 O ROAD WORK AHEAD201 PHASE 2, TRAFFIC COD T TRAFFIC SIGN Tr TYPE III BARRIC )• DIRECTION AFFIC ® CON STAR IMPROVEMENTS GE PERMANENT PAVEMENT CHANNELIZING DEVICES: VERTICAL PANEL OR 18" TUBULAR MARKER z TRAFFIC DRUM 00 NOT PA55 fla-1 R6" X 30-- W'4-3 0" Wu-3 4B" X ROAD WORK AHE OD wm-: JJ ae x e l END ROAD WORK 48 ^ x 24^ 0 50 F� PROJECT NO, 091023 DESIGNED BY: S. SOVEG PROJECT GATE: CHECKED BY: S. SW ERS CAD DATE: 2/16/2012 11:09:5) AM DRAMN BY: CAD FILE: X:\CR\IE\2009\091023\CAD\Plane\091021JI3.aM1i ri 0 r` �O`� ON STP -U-3715(637)--70-52 PHASE 2, STAGE 3A PERMANENT CONSTRUCTION SHEET NO. J,13 I:T v o w PROJECT NO, 091023 DESIGNED BY: S. SOVEG PROJECT GATE: CHECKED BY: S. SW ERS CAD DATE: 2/16/2012 11:09:5) AM DRAMN BY: CAD FILE: X:\CR\IE\2009\091023\CAD\Plane\091021JI3.aM1i NO DATE BY REVISION DESCRIPTION r` �O`� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)--70-52 PHASE 2, STAGE 3A PERMANENT CONSTRUCTION SHEET NO. J,13 0 0 4 00.1 t1 O R 11 31k I ol x Lr S l I ♦ t 4 f t \ f i ROAD / J O AWOFN 4EEAO f .V� Z7 r / � t p / » — RAO Or — — LOW R MUSCATINE ROAD ------------ PHASE 2, STAGE 3B TRAFFIC CONTROL LEGEND - T TRAFFIC SIGN==^� TYPE III BARRlCAOE CRANNELIZINO DEVICES: _ - DIRECTION OF TRAFFIC VERTICAL PANEL OR I8" TUBULAR MARKER 4 5a 3 PERMANENT PAVEMENT x TRAFFIC DRUM xm 091@3 DESHWED Yz S. SOVERS CJ ECT OxTE: BY: S. SOVERs PROJECT xa 0xTE Rr REnslax oEsa+IRnox ®Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOO AVENUE TO IST AVENUE STP-U-3715(637)-70-52 PHASE 2, STAGE 38 SHEET NO. J.14 DRAWN cAo DATE: zns2olz 11:11968 AM RRAYN RY: C CAO FILE: K:\CR\IE\2009\091023\CAMP .\09I023JI4.fit IOWA CITY, IOWA PERMANENT CONSTRUCTION !Vc 4 t s � r O SIN R PHASE 3 TRAFFIC CONTROL LEGEND • TRAFFIC SIGN CHANNELIZING DEVICES: • • TYPE 111 BARRICADE DIRECTION OF TRAFFIC • VERTICAL PANEL IB" TUBULAR MARKER PERMANENT PAVEMENT x TRAFFIC DRUM �RAW PROJECT N0, NIOn DESIGNED BY. S. SOVERS DATE 8Y REVISION DESICRIPTION STP -U-3715(537)-70-52 SHEEJNO PROJECT DATE, CHECKED BY: B. SOVERS OWER MKWOO NE ROAD IMPROVEMENTS CAD DATE, B 11:10,00. DRANKBY: Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE PHASE 3, STAGE1 J. X.%M\T032 CAD FILE: %:\G9\IE\2009\09102]\CAD\Plana\09102]_JIS.aAi �, IOWA CITY.IOWA PERMANENT CONSTRUCTION w D ST N N w �� 41 w w w w LAFAYETT STSHERIDAN AVE p Q 9a ¢ a U OA R w un[ M6 -6B r Roan CLLOSSEED EST y 9` DETDLx1 ooEB L0101WSCTI[�. „i cLosED F Z N PHEAD rc 0aa °s°�aEi MT NEPD J BLACK BACK w BENTON ST W20-2 • ON ORANGE GROUND) 13W.2.•1 W20-1 6«R�wF CLOSURE N,aR E TF. FENCEF Q ST B• )BLACK LETTERS MN -9R w � WALNUT ST <B••..Q Z iY Z IIA > w t-- w N Y Ln i� O� d m p m `° m p so0 • ¢s o• O U ST �_ Z w AVE gPHASE I V O O �� KIRKWOOD — — U — w — — k K RKWOOD AVENUE TO SYCAMORE STREET p ¢ O w I---- N �I�Do I H M STN O KIRKWOO 1ST ST o ~' I LORENC w �O r DCT w VI ST "' U ROAD - HIGHLAND G� I N L�� p GINTER AVE p cLoscD T 2ND ST CT OO V) r F F N r TI N(n TYPE III Lu a FRIENDLY AVE 6WML 0.�SP W,q 5 CY IESEE J 3RD ST O OF �OLL OY� ? V) Y(� AVE J Fe HIGH AVE I CLOSED HIGHLAND AWAD N N U-1 Z �(/RF( I TTON AVE z =n Z MUGA I W Lu 441 4 (tFp p STI O VE O WO r ¢ 'Al Vr DEFOR vai 0 ST I C "' DEFOREST AVE o ALIDLu AVE h I N tiF NO(( ww ¢ DO I P`IO IVN STEVENS DR 0 X000 B V m p ��'Fk SPRUCE U O �� m CT 0- I - p OOKWOOD DR ' I L>,; -+C") i W 70 T O �C AM'M >T T '- - ---- - 70 N — — — — •..> N SOUTHGATE AVE SOUTH E AVE N HOLLY D BLVD ¢ TRACY LN HOLLYWOOD O m 0 Y CROSS PARK AVE � Lu N � CROSBY LN DELWOOD � �P�QO LL� p 0 APPLE O ¢ o FLATI �RON ST 0 �� O� DR SANDUSKY 40 p Z J GLEASON DR 3 Q J -- PROJECT NO: 091023 OESIGNEO BY: S. SOYERB NO DATE BY REVISION DESCRIPTION STP -U-3715(637)--70-52 SKEET W. PROJECT DATE: C.E.B BY: S. SOVEAB LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE: 2/16/2012 11:10:02 AM BRAUN Br: #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD J•.16 CAO FILE: %:\CR\IE\2009\091023\CAD\Plans\091023)Ifi.aM IOWA CITY, IOWA PHASE 1 DETOUR MAP END ROAD WORK 4820-2A 40" % 34" ROAD WORM AHEAD W20-1 40^ x 46• NO PASSWG ZONE W14-1 40" % 36" R/W I/V R/W R/W R/W t LOWER MUSCATINE ROAD W R/W R/W �O NDT PASS q4 -I zs•• x 30•• w1 -x 30^ x 30^ 25 Wn-1 3Y' N 34" LOWER MUSCATINE ROAD U v 25 mn AT, 24'A 2a' `\ TRAFFIC CONTROL LEGEND T TRAFFIC SIGN C I ELIZj DEVICES: Ey DDEVICES: IX�IoRI 1 DIRECTION OF TRAFFIC/ • VERTICAL PANEL OR PERMANENT PAVEMENT 18" TUBULAR MARKER x TRAFFIC DRUM D 211 _ PAVEMENT O F EET TEMPORARY 3 DOUBLE CENTERLINE (YELLOW) O EDGE LINE RIGHT (WHITE) �4 tom! a� 25 r; w fir- d� F� y 4 x 2a• r F, ROAD 0o ACAD Nor AEa o PA55 30' x 30^ q4 -t 4e so aa" R/W -- {� 1 i R/W J R/W TRAFFIC CONTROL LEGEND T TRAFFIC SIGN CHANNEI 171N171NG 0 VI 1 DIRECTION OF TRAFFIC VERTICAL PANEL OR W, -4N PERMANENT PAVEMENT � PASSNG ban 2A 18" TUBULAR MARKER NO c W.. x 30^ 25 x TRAFFIC DRUM ZOO x za "'�'"' TEMPORARY PAVEMENT FEET wn-1 _ Q3 DOUBLE CENTERLINE (YELLOW) �-� 24-x a^ Oj EDGE LINE RIGHT (WHITE) w14-3 ae" x 36- PROJECT N0: 091023 CHECKED BY: S. SOVERS NO GATE BY REVISION OES@IPTION ♦ ��� STPERNATIVE STAGING 2 SHEET N0. PROJECT DATE: CHECKED BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE: 2/16/2012 11:10:04 AM DRAWN BY: FROM KI RKWOOD AVEN U E TO I ST AVEN UE ALTERNATIVE STAGING DIVISION PLAN J.1; CAO FILE: x:\CII\IE\20D9\091@3\CAD\Plane\09I023_J IJ.sIt v IOWA CITY, IOWA I DETOUR PAVEMENT END ROAD WORK 25v as° x aa^ A 7• x za^ ra za•• x ROOD WORK NIEAO , PASS ASSING END DNE ROAD WORK cz0aA AD <a2 A u• 9" x 36" 0 50 F� 1 r J d•i GiCJ _ f TRAFFIC CONTROL LEGEND _ T TRAFFIC SIGN CHANNELIZING DEVICES: 1 DIRECTION OF TRAFFIC Q -j VERTICAL PANEL OR PERMANENT PAVEMENT 18" TUBULAR MARKER x TRAFFIC DRUM _ TEMPORARY PAVEMENT 6) nnimiF CFNTFRI INF IYFII Oj EDGE LINE RIGHT (WHITE) i9,ECT 40: OBID23 DESIGNED BY: S. SOVERS I R0 oerE Br REv1s[CM DESCRIPTIOR I I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-3715($37)-70.52 PROJECT DATE: CHEDHED Br: s. SOVERS ALTERNATIVE STAGING DIVISION PLAN CAD DATE. zn6nDlz 11:10:05 AR ORABN BY, ` / FROM KIRKWOOD AVENUE TO 1ST AVENUE J.18 cno FaE: x:xcRxlFxznoaxoamzsxc.oxPl><:.xovlaz3-dle.m �/ F� IOWA CITY, IOWA DETOUR PAVEMENT N O d•i GiCJ f ,1rr '; -F- Q -j 0 C'.) i9,ECT 40: OBID23 DESIGNED BY: S. SOVERS I R0 oerE Br REv1s[CM DESCRIPTIOR I I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-3715($37)-70.52 PROJECT DATE: CHEDHED Br: s. SOVERS ALTERNATIVE STAGING DIVISION PLAN CAD DATE. zn6nDlz 11:10:05 AR ORABN BY, ` / FROM KIRKWOOD AVENUE TO 1ST AVENUE J.18 cno FaE: x:xcRxlFxznoaxoamzsxc.oxPl><:.xovlaz3-dle.m �/ F� IOWA CITY, IOWA DETOUR PAVEMENT TEMPORARY TRAFFIC SIGNAL NOTES 1. CONSTRUCTION STAGING REQUIRES THE REMOVAL OF THE EXISTING TRAFFIC SIGNALS AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT AND MATERIALS NECESSARY TO CONSTRUCT. OPERATE, AND MAINTAIN FULLY FUNCTIONAL TEMPORARY SPAN WIRE TRAFFIC SIGNALS DURING CONSTRUCTION. EQUIPMENT AND MATERIALS INCLUDE. BUT ARE NOT LIMITED TO; WOOD POLES. LUMINAIRES, LUMINAIRE ARMS. GUY WIRE. SIDEWALK GUY ANCHORS. MESSENGER CABLE. TRAFFIC SIGNAL WIRE. TRAFFIC SIGNAL HEADS, PEDESTRIAN HEADS. PUSHBUTTONS. BRACKETS. AND HARDWARE. ALL OUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S BID FOR TEMPORARY TRAFFIC SIGNALS SHALL INCLUDE ALL LABOR. TOOLS. EQUIPMENT. AND MATERIALS NECESSARY TO PROVIDE COMPLETE AND FUNCTIONAL TEMPORARY TRAFFIC SIGNAL INSTALLATIONS. IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE TEMPORARY TRAFFIC SIGNALS WITH THE PROJECT ENGINEER. THE TEMPORARY TRAFFIC SIGNALS SHALL REMAIN IN OPERATION UNTIL THE PERMANENT SIGNALS ARE OPERATIONAL. THE OPERATION AND MAINTENANCE OF THE SIGNAL SYSTEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. FINAL POSITIONING OF THE TRAFFIC SIGNAL FACES SHALL BE DETERMINED IN THE FIELD. THE CONTRACTOR SHALL REPOSITION THE SIGNAL FACES AS CONSTRUCTION PHASING REQUIRES. 4. ALL WIRING SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND LOCAL ORDINANCES AND REQUIREMENTS. ALL CABLE FOR THE INTERSECTION SIGNAL CIRCUITS SHALL BE MULTICONDUCTOR CABLE MEETING THE REQUIREMENTS OF I.M.S.A. SPECIFICATION 19. S. ALL SIGNING AND TRAFFIC CONTROLS USED WHILE CONSTRUCTION ACTIVITIES ARE IN PROGRESS SHALL BE IN COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR SHALL SALVAGE AND REUSE THE VIDEO DETECTION\IU OM THE EXISTING TRAFFIC SIGNALS AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD FOR USE WITH TTRAFFIC SIGNALS AND PROPOSED PERMANENT TRAFFIC SIGNALS LOCATED AT THE SAME TWO INTERSECTIONS. THE CONTRACTOR IS RESPHE REMOVAL AND REINSTALLATION OF THE VIDEO DETECTION EQUIPMENT AND ANY MISCELLANEOUS WIRING. HARDWARE. AND BRACKETO RENDER THE VIDEO DETECTION OPERATIONAL. AN ADDITIONAL VIDEO CAMERA IS QUANTIFIED IN THE PLANS FOR THE CONTRACTOR TOINSTALL AS THE SALVAGED VIDEO DETECTION EQUIPMENT AT MALL DRIVE AND LOWER MUSCATINE ROAD ONLY INCLUDES 3 VIDEO CAMERAS UIRED. SEE SHEETS N.06 AND N.10 FOR PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUTS. 7. AT THE MALL DRIVE INTERSECTION WITH LOWER MUSCATINE ROAD. THE CONTRACT SHALL INSTALL THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTING AND NEAREST PROPOSED HANDHOLE (HH 11) FOR USE WITH THE TE RY TRAFFIC SIGNAL. THE PROPOSED CONDUIT SHALL ALSO BE INSTALLED BETWEEN THE CABINET FOOTING AND HH 11. A TEMPORARY SECTION OF GOND SHALL BE INSTALLED OVER TO TEMPORARY W000 SIGNAL POLE 91. THE EXISTING MALL DRIVE TRAFFIC SIGNAL CABINET, UPS CABINET/SYSTEM. AND C DLLER SHALL BE SALVAGED AND RELOCATED TO THE PROPOSED FOOTING AT MALL DRIVE WHERE IT SHALL BE USED TO RUN THE TEMPORARY TRAFFIC SIGNAL D PROPOSED PERMANENT TRAFFIC SIGNAL. THE CONTRACTOR SHALL STAGE THE INSTALLATION OF THE TEMPORARY TRAFFIC SIGNAL TO MINIMIZE THE TIME EXISTING AND TEMPORARY TRAFFIC SIGNALS ARE NOT OPERATIONAL. SEE N.06 FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUT. 8. AT THE IST AVENUE INTERSECTION WITH LOWER MUSCATINE ROAD, THE CONTRACTOR SHALL INST THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTING AND NEAREST PROPOSED HANDHOLE (HH 16) FOR USE WITH THE TEMPORARY TRAFFIC NAL. THE PROPOSED CONDUIT SHALL ALSO BE INSTALLED BETWEEN THE CABINET FOOTING AND HH 16. A TEMPORARY SECTION OF CONDUIT SHALL BE I ALLED OVER TO TEMPORARY WOOD SIGNAL PO20 A1. THE NEW TRAFFIC SIGNAL CABINET AND CONTROLLER SHALL BE INSTALLED AND USED TO RUN THE I ARY TRAFFIC SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL. THE CONTRACTOR SHALL STAGE THE INSTALLATION OF THE TEMPORARY TRAFFI IGNAL TO MINIMIZE THE TIME THE EXISTING AND TEMPORARY TRAFFIC SIGNALS ARE NOT OPERATIONAL. SEE N.10 FOR THE PROPOSED PERMANENT AFFIL SIGNAL LAYOUT. 9• THE EXISTING FIBER OPTIC CONNECTION TO THE FIRE STATION CAN NOT BE LOST. THE PROPOSED STREET CO UCTION IMPACTS TH [STING UNDER GROUND AND AERIAL FIBER OPTIC SYSTEM AT AND NEAR THE INTERSECTION OF LOWER MUSCATINE ROAD AND ST AVENUE. MAI NTNG THE FIBER OPTIC CONNECTION WILL IMPACT CONSTRUCTION STAGING. SEE SHEET N.16. 10. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL PRIG PRIOR TO EXCAVATION ON THE PROJECT. DUE TO THE NUMBER AND LOCATION OF THE EXISTING AND PROPOSED UTILITIES. PREPARED FOR A SIGNIFICANT AMOUNT OF UTILITY COORDINATION. IN ADDITION TO ALL EXISTING AND PROPOSED UTILIT USE CARE NOT TO DAMAGE THE PROPOSED SUBDRAIN. 11. THE LOCATIONS OF ALL FOOTINGS. HANDHOLES, AND CONDUIT ARE TO BE COORDINATED WITH THE ENGINEER Afj�ARE SUBJECT FIELD BY THE ENGINEER. HANDHOLES SHALL NOT BE PLACED IN DITCH BOTTOMS. 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 7:00-8:30 AM. OR BETWEEN THE 13. ALL VEHICLE SIGNAL HEADS SHALL COME FURNISHED WITH BACK—PLATES. 4:00-6:00 PM. 14. FOR TRAFFIC SIGNAL APPLICATIONS. SCHEDULE 80 PVC MAY BE SUBSTITUTED FOR HDPE CON WHEN NECESSARY TO FACILITATE TIGHT LOCATIONS. ALL PUSHED CONDUIT SHALL BE HDPE. IC UTILITIES TOR SHALL BE TRACTOR SHALL 15. RUNS FOR VIDEO CAMERA POWER AND COAXIAL CABLE SHALL BE CONTINUOUS WITHOUT ICES FROM THE VIDEO CAMERA TO THE CONTROLLER. Ti 16. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO CENTER HE ITEM UNLESS OTHERWISE NOTED. 17. THE CITY SHALL WIRE THE TRAFFIC SIGNAL CABINET AND CONFIGURE THE 18. TRAFFIC SIGNAL CABINETS AND CONTROLLERS SHALL BE FIBER READY. 19. THE CONTRACTOR SHALL COORDINATE SERVICE CONNECTIONS FOR THE ENERGY. DETECTION. IN THE PERMANENT AND TEMPORARY TRAFFIC SIGNALS WITH MIDAMERICAN IN LABELS WITH AN IDENTIFYING NUMBER FOLLOWED BY THE LETTER "E7 REPRESENT EXISTING EQUIPMENT. C) 1E EXISTING TRAFFIC SIGNAL POLE, FOOTING SYMBOL. AND IDENTIFYING NUMBER> e4E EXISTING JUNCTION BOX SYMBOL AND IDENTIFYING NUMBER ---IC) I- IS— EXISTING SIGNAL CONDUIT r SIG F41 SIGNAL LEGEND SYMBOL/LABEL DESCRIPTION ❑ POWER SOURCE (MAY BE POLE OR PEDESTAL) ® CABINET, CONTROLLER, AND CONCRETE PAD OO1 GROUND WIRE 1e 6 TRAFFIC SIGNAL POLE, FOOTING SYMBOL, AND IDENTIFYING NUMBER ® O PEDESTAL POLE, FOOTING SYMBOL, AND IDENTIFYING NUMBER • lD TEMPORARY WOODEN SIGNAL POLE AND IDENTIFYING NUMBER —� 81 TRAFFIC SIGNAL HEAD AND IDENTIFYING NUMBER Ll 25 PEDESTRIAN HEAD SYMBOL AND IDENTIFYING NUMBER NON—FUSED IN—LINE CONNECTOR FOR STREET LIGHTING 301 PEDESTRIAN PIT BUTTON IDENTIFYING NUMBER VIDEO COAX. P/F CO MAST OUNTED SIGN SYMBOL AND IDENTIFYING NUMBER �� ® O DETECTION CAMERA AND IDENTIFYING NUMBER LUMINAIRE 42 1 VIDEO DETECTION AREA SYMBOL AND IDENTIFYING NUMBER LABELS WITH AN IDENTIFYING NUMBER FOLLOWED BY THE LETTER "E7 REPRESENT EXISTING EQUIPMENT. C) 1E EXISTING TRAFFIC SIGNAL POLE, FOOTING SYMBOL. AND IDENTIFYING NUMBER> e4E EXISTING JUNCTION BOX SYMBOL AND IDENTIFYING NUMBER ---IC) I- IS— EXISTING SIGNAL CONDUIT r SIG F41 17-x30" POLYMER CONCRETE SME (TYPE I) HANDHOLE SYMBOL AND IDENTIFYING NUMBER QEl CNTRL 30'x48" POLYMER CONCRETE STYLE (TYPE 2) HANDHOLE SYMBOL AND IDENTIFYING NUMBER -------- STREET LIGHT POWER CABLE TRAFFIC SIGNAL/INTERCONNECT CONDUIT LABELS WITH AN IDENTIFYING NUMBER FOLLOWED BY THE LETTER "E7 REPRESENT EXISTING EQUIPMENT. C) 1E EXISTING TRAFFIC SIGNAL POLE, FOOTING SYMBOL. AND IDENTIFYING NUMBER> e4E EXISTING JUNCTION BOX SYMBOL AND IDENTIFYING NUMBER ---IC) I- IS— EXISTING SIGNAL CONDUIT r SIG SIGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL SIGNAL CONTROLLER POWER CABLE STILT STREET LIGHT POWER CABLE GR GROUND WIRE 1e 6 TR TRACER WIRE 1c 10 PT PULL TAPE YI FUSED WE CONNECTOR FOR STREET LIGHTING Y2 NON—FUSED WYE CONNECTOR FOR STREET LIGHTING Y3 NON—FUSED WYE CONNECTOR FOR STREET UGHTING Ll FUSED IN—LINE CONNECTOR FOR STREET LIGHTING L2 NON—FUSED IN—LINE CONNECTOR FOR STREET LIGHTING HH HANDHOLE VIDEO COAX. P/F VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE rp r.3 �U C:) AGE' W. MWECT Nor 091023 OESIGIED BYE J. (ESLER MWECT DATE, 00/DUR009 MEMO BY, J. REA. R �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: OIR'/2012 1149f AN ORAVN BYE FROM KIRKWOOD AVENUE TO I ST AVENUE TEMPORARY TRAFFIC SIGNAL NOTES I LEGEND J.19 CAD FILE] x1\CR\IE\2009\O91023\ Plana\091o23.J19.Mt IOWA CITY, IOWA I hereby cert0y that this englneedig document was prepared by me or under my direct pareonzl suporvisbn and Met I am a duly licensed Pmfesalonal Engineer under the Wye; of Cn State of bwa. F SS/O„� 4u JON_jjFSLER. P.L D E N JON 61 w RESLER Number. 16911 U 1691 t nee renewal date is DECEMBER 31,2M. 1 s or aht wowed by Beal: lO WP o rp r.3 �U C:) AGE' W. MWECT Nor 091023 OESIGIED BYE J. (ESLER MWECT DATE, 00/DUR009 MEMO BY, J. REA. R �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: OIR'/2012 1149f AN ORAVN BYE FROM KIRKWOOD AVENUE TO I ST AVENUE TEMPORARY TRAFFIC SIGNAL NOTES I LEGEND J.19 CAD FILE] x1\CR\IE\2009\O91023\ Plana\091o23.J19.Mt IOWA CITY, IOWA O O� + �4 / L 52 / J / B -- — — — — — — — — —— ————————————— /r / 105' SPAN 1 21// / 55 / 61 62 F _ _ _ 1 01 R/W \ �j -- _ -- ----- — OHE - 1111-77 / LOWER MUSCATINE RE= TRAFFIC SIGNAL FACES R17 R Lf9 RAAA94ff ED7r 13 Y Er 12" O NO. 23,24, L y (2 -REO -D) 17 NO. 21,22, F 41 .42.61. G 62,81,82 NO. 11,51 (S-REO.0) (2-REO'D) PROJECT NC, O9IO23 DESIGNED BY: J. WSLER PROJECT DATE, CHECKED BY: J. RESLER CAO DATE: 2/16/2012 1hI0,44 AM OMVN BY, CAO FILE, X,\CR\IE\2009\091023\CAO\PINm\09I023-J20.Nt R/W TRAFFIC SIGNAGE O O LEFT TURN YIELD N PLASMIN YELLOW © ONLY RIO -SPECIAL R3 -5L 30"X36" 30'X36' (2-REO'D) (2-REO'D) DETECTOR SUMMARY /W "'4'J 02 85' SPAN \ I ------------�— � r � 5 12 h Foth R/W A) 41 G k co 82 0 _ R PROPOSED PHASE SEQUENCE CHART PEDESTRIAN LOWER MUSCATINE ROAD AND MALL DRIVE PUSHBUTTONSIGNS I&RIIILITENI 4TARIoe, oRAQar CON I091TFAW cAeNQO 4H47.8, 4111 LT TFYPORMY TM W ROLIQ Z 41.T LT 3W m 33.u4.4z aN om (aarQx W .Aecllaq �a0 N 03M3.147.v LT 11,51 +() 1 (�* /Y�jYF'fY� / DETECTOR NUMBER w N 00 ? s a 6 C.wa W w 2 W w m N � o Z w o i W tt w N O2 Y R 41,42,81,82 R R R R R R R V0WDW 11 VIDEO DW DW DW 6 1,6 FD 1 12 VIDEO 1 I 1 / �� StiV� 21 1 VIDEO 1 1 2 1 2 1 5.0 I 2002 X 41 VIDEO 4 4 1 51 VIDEO 2 5,2 1 6-1 VIDEO 0 1 81 VIDEO 5.0 8 8 /W "'4'J 02 85' SPAN \ I ------------�— � r � 5 12 h Foth R/W A) 41 G k co 82 0 _ R PROPOSED PHASE SEQUENCE CHART PEDESTRIAN LOWER MUSCATINE ROAD AND MALL DRIVE PUSHBUTTONSIGNS I&RIIILITENI 4TARIoe, oRAQar CON I091TFAW cAeNQO 4H47.8, 4111 LT TFYPORMY TM W ROLIQ 1 T2.4 a4v LT 41.T LT 3W m 33.u4.4z aN om (aarQx W .Aecllaq �a0 N 03M3.147.v LT PHASE NUMBER 1516371--70-52 / +I FROM KIRKWOOD AVENUE TO 1ST AVENUE m4 m6 0 wwAcm,IOWA $1+m5 $2+06 1)4+08 11,51 FG FY- FR Fn-4py Af FR 21,22,61,62 R R R G G Y R 41,42,81,82 R R R R R R R V0WDW 23,24 DW DW DW W FD DW DW Rrn Isw ®TN:RBWMG IS" temeory WRaB6S mama R10 -3e TX15 (2-REO'D) LOWER MUSCATINE ROAD AND MALL DRIVE ? PHASE SEOUENCE NOT ALLOWED FROM TO 92+96 .02+05, 91+06 v i DUAL ENTRY PHASES _ F� 92+96. 94+98 LOWER MUSCATINE ROAD IMPROVEMENTS 1516371--70-52 SET N0 FROM KIRKWOOD AVENUE TO 1ST AVENUE USCATINE ROADIMALL DRIVE [TEMPORARY J.20 wwAcm,IOWA SIGNALS: PHASE 2, STAGE 18 DETECTOR SUMMARY TRAFFIC SIGNAL FACES 3 I O r R �� �O CD w O \ + + 2' v 2 S O tr G 6 '— Q L7 IN0. 21,22, � I ^�-- 41,42,61,62,1 82 _ -- (88RE0'D) + 00+CJg l O 5 ---� I f—I I FIER sTATIa, ccRBu o FIRSA eam s, 9.rai TYO POLEs IeB138l OF POLE) eowe.a 57z 4o.4u.z w.a LRTr 41.51.a 41.7 LT 41.5T.Q 9.f M Juvena am®lmneeaP Janwx sw0 fa a.a.t, 4e.om R R R 41,42,81,82 R I R I R G DO R R — — — — — _ — — — DETECTORNUMBER�j21 LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE SEQUENCE NOT ALLOWED 0 mum / Im FROM TO ILA VIDEO \ 0 0 F, I— ESE? I /IDEO61 0 o 0 VIDEO 92+06. 94+98 --- 81 VIDEO BB O r R �� �O CD w O \ + + 2' v 2 S O tr G 6 '— Q L7 IN0. 21,22, � I ^�-- 41,42,61,62,1 82 _ -- (88RE0'D) + 00+CJg l O 5 ---� I f—I I FIER sTATIa, ccRBu wfimuJEL(crI Wu NET) FIRSA eam s, 9.rai TYO POLEs IeB138l OF POLE) eowe.a 57z 4o.4u.z w.a LRTr 41.51.a 41.7 LT 41.5T.Q 9.f M Juvena am®lmneeaP Janwx sw0 fa a.a.t, 4e.om PHASE NUMBER me 0 m8 S 02+0 I)4+$8 21,22,61,62 GT Y R R R R R 41,42,81,82 R I R I R G Y R R — — — — — _ — — — LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE SEQUENCE NOT ALLOWED 0 mum / FROM TO ILA \ 0 0 F, I— ESE? I DUAL ENTRY PHASES 0 o 0 92+06. 94+98 --- 1► BB PROJECT N0: 091023 DESIGNED BY. J. WSLER NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516371--70-52 SHEET W. PROJECT DATE: Cm DATE: 2/16/2012 ClELKEO BY: J. RESLER 11:10.46 AN DRAVN en �O`� II FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD/1ST AVENUE J.21 CAO FILE: Xt\CR\IE\2009\091023\CAD\Plani\0911 N7 PROPOSED PHASE SEQUENCE LOWER MUSCATINE ROAD AND FIRST AVENUE IOWA CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 1 B PHASE NUMBER me 0 m8 S 02+0 I)4+$8 21,22,61,62 GT Y R R R R R 41,42,81,82 R I R I R G Y R R 2 21 1 61 I �tiv 16 \ }, 115' SPAN 0' 4 �V O+ O _ — — — — — — _ — _ — — _ — — — — — _ — — — LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE SEQUENCE NOT ALLOWED / FROM TO O \ 0 0 F, I— ESE? I DUAL ENTRY PHASES 0 92+06. 94+98 PROJECT N0: 091023 DESIGNED BY. J. WSLER NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516371--70-52 SHEET W. PROJECT DATE: Cm DATE: 2/16/2012 ClELKEO BY: J. RESLER 11:10.46 AN DRAVN en �O`� II FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD/1ST AVENUE J.21 CAO FILE: Xt\CR\IE\2009\091023\CAD\Plani\0911 N7 IOWA CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 1 B 0 0, + +/`" / 21 --------PAP ---------------------- / 1 5J J/ ❑ 61 TRAFFIC SIGNAL FACES 1Y R 12' Y 1 3 12" G NO. 23,24, (2—REO'D) NO. 21,22, 41,42,61,62, 81,82 (8—REQ-0) FLOJECT 0: 091023 DESIGNED BY: J. Al PROJECT DATE. CHECKED BY: J. RE6LER CAD DATE: 2/16/2012 IUL0:47 AM DRAWN BY: CAO FILE: X:\CR\1E\2009\091023\CAD\Plana\091023-J22Mt x6 Ni mum wo 15' minoxa Toames wsN•~max R10 -3e TX15" (2—REO-D) 5 DETECTOR SUMMARY MINES 1101 WPM I� • �F�i`�1. ®�■'� �LOWER MPROPOSEDSEQUENCE ROAD • , • 85' SP N I a� I �Foth HIS STAMOM, OFFSR z ------------ AIA 7,,8,4 I-LT lOIORAR'! Ii 1OBxla OF F0.q t 99.n.a sav 9araa m.r v 9A•E0.442.f RT 33M40, Q1'Rf .IIMOTpI pJON I®fla OF JISIL'11011 •mq K Y R w w w 41,42,81,82 R R R R m R z 23,24 z DW DW DETECTOR w x a w x w a u NUMBER D LO w y o w i w pCLLI. C. i a a v z z _ 21 VIDEO 2 2 5.0 1 201.202 X 2 41 VIDEO 4 4 1 61 VIDEO 6 6 5.0 1 81 VIDEO 8 IN 1 1 MINES 1101 WPM I� • �F�i`�1. ®�■'� �LOWER MPROPOSEDSEQUENCE ROAD • , • 85' SP N I a� I �Foth HIS STAMOM, OFFSR OOSIRO:: m (mm OF OABSED ------------ AIA 7,,8,4 I-LT lOIORAR'! Ii 1OBxla OF F0.q t 99.n.a sav 9araa m.r v 9A•E0.442.f RT 33M40, Q1'Rf .IIMOTpI pJON I®fla OF JISIL'11011 •mq tt 99.�.t, 4Ta ET L LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA PHASE NUMBER � 02 - �� 06 �-, - a 1 C:'�►; x 02+06 it q 21,22,61,62 G G Y R R R R R 41,42,81,82 R R R R C Y R R 23,24 W ED DW DW DW DW DW — TINE ROAD AND MALL DRIVE E SEQUENCE NOT ALLOWED TO DUAL ENTRY PHASES 0 \IB F�b2+136, .0'4+.0'8 STP -U-3715(637)-70.52 SHEET No. LOWER MUSCATINEROAD/MALL DRIVE J•22 TEMPORARY SIGNALS: PHASE 2, STAGE 2A DETECTOR SUMMARY TRAFFIC SIGNAL FACES 3 I N I NO. 21.22. 21- 41,42,61,62, I - 81.82 2 - 00+-t- (8-REO'D) 10 SPAN 61 D I ITIBIII z 0 CDMiwLL911CBPFP 0/ CABINET) FP i MAm.TPT 12" R �, O I O \ O 4H61.A N.TLT / Lu S JI/unox ®zBB Ia�T� ar Juxrnox BDxI + w w 41,42,81,82 R R R G Y N R \ � m z Arll"l Q DETECTOR v w NUMBER N vlill�F w 0 w S o w LOWER R1'' a a a o z z 21 VIDEO 2 2 i 41 VIDEO 4 4 1 61 VIDEO 6 6 1 81 VIDEO I8 8 1 N I NO. 21.22. 21- 41,42,61,62, I - 81.82 2 - 00+-t- (8-REO'D) 10 SPAN 61 D I ITIBIII aTAT011, WMff CDMiwLL911CBPFP 0/ CABINET) FP i MAm.TPT 12" R �, O I O \ O 4H61.A N.TLT / Lu S JI/unox ®zBB Ia�T� ar Juxrnox BDxI + Z + \ 12 41,42,81,82 R R R G Y N I NO. 21.22. 21- 41,42,61,62, I - 81.82 2 - 00+-t- (8-REO'D) 10 SPAN 61 D I ITIBIII aTAT011, WMff CDMiwLL911CBPFP 0/ CABINET) FP i MAm.TPT YTBIfoNANrroLFN IcanBNor /DEq I awe.A n.zm AMN.2 eO.e'LT 4H61.A N.TLT 4 n.6T.e, 6B.e NT JI/unox ®zBB Ia�T� ar Juxrnox BDxI ie eO.n.l. m.a Rr PHASE- NUMBER 04 08 0 g 02+06 04+08 21,22,61,62 G FY FR R R R R 41,42,81,82 R R R G Y I2=0 R \ � Arll"l vlill�F , III LOWER R1'' O . PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE- NUMBER 04 08 0 g 02+06 04+08 21,22,61,62 G FY FR R R R R 41,42,81,82 R R R G Y R R 22 21 \ _A 115 (t _�7}�� �j ' SPAN 0 ' O V 0+ V \ \O -- �v' LOWER MUSCATINE ROAD AND FIRST AVENUE \ PHASE SEQUENCE NOT ALLOWED J� FROM TO \` S'Y,.S' v rQ O5 P� DUAL ENTRY PHASES 3 02+06. 04+08 \\ � \ cf) PROJECT N0: 091023 DESIGNED BY: J. FESLER N0 DATE BY AEYISIOR DESCRIATION STP -U-3715(637)-70-52 SHEET NO. PROJECT DATE. CHECKED BY: J. EKE, *Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/16/2012 11:10:55 AM DRANN BY: FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROADIIST AVENUE J.23 CAD FILE: N:\CRNIE\2009\091023\CAO\Plana\09I023_J23.a NL IOWA CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 2A 0 — — — — _ — — — — Ra i -I # #—# M w R/W ��w�fi ri �� LOWER MUSCATINE ROAD TRAFFIC SIGNAL FACES PUSHBUnoN W NTIIOLLB! (GBINHI CI C,IBNEI) SIGNS 12' R yK-1(fy ,r Y 13 nwrwosNm © RW NAT nNif NO. 23,24, ®11ER314milG 157 iRf 1r G (2—REO'D) 0 ToCRaSSss NO. 21,22, Push~ 41,42,61,62, 81,82 (8-REO'D) RIO -3e 9'X15- (2 -REO -D) PROJECT NO: 041023 DESIGNED BY: J. REELER NO I DATE BY REVISION m B PROJECT DATE: CHECKED BY: J. REELER W z CAD DATE: 2/16/2012 11,10:56 AH DRAWN BY, 2 CAD FILE: %:\CR\IE\2009\091023\CAD\Plaro\091023_J24.sNe I 105' SPAN / / / 62 �J Q � I • alllllllll��l0l .N— � `x:11►`"���i'i _I��- I 4 DETECTOR SUMMARY --- ------------ Z R/W srAmx, LT W NTIIOLLB! (GBINHI CI C,IBNEI) n TII�woNuar ROL3:s ICeNTelor raq ll 3 "A, 520 LT z W70A, 01.7 LT 31 3R.Ql.B.42.4w 41 33.B3.0.4z.r RT JIMGTeN NWtm I0HIT81 a.IIII1011oN A>n 0 R 0 W W R 23,24 W FDW DW DW m B li W z N 2 w a DETECTOR w N�/I Q X "' i U UI NUMBER a w W w V J . a a a 1,1 o z z 21 VIDEO 2 2 5.0 1 201,202 1 x 2 41 VIDEO 41 4 11 61I VIDEO 6 1 6 1 5.0 11 81 1 VIDEO B 1 8 1 1 1 --- ------------ Z R/W R/W \O PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE Im srAmx, LT W NTIIOLLB! (GBINHI CI C,IBNEI) n TII�woNuar ROL3:s ICeNTelor raq ll 3 "A, 520 LT z W70A, 01.7 LT 31 3R.Ql.B.42.4w 41 33.B3.0.4z.r RT JIMGTeN NWtm I0HIT81 a.IIII1011oN A>n III 33.85.1. Q.0 LT R 41,42,81,82 R R R R G Y R R 23,24 W FDW DW DW R/W \O PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE Im srAmx, LT W NTIIOLLB! (GBINHI CI C,IBNEI) -Ul33.51.0. 411' LT TII�woNuar ROL3:s ICeNTelor raq ll 3 "A, 520 LT z W70A, 01.7 LT 31 3R.Ql.B.42.4w 41 33.B3.0.4z.r RT JIMGTeN NWtm I0HIT81 a.IIII1011oN A>n III 33.85.1. Q.0 LT PHASE NUMBER m2 m6 m4 1 �8 0 g $2+06 04+08 21,22,61,62 G G Y R R R R R 41,42,81,82 R R R R G Y R R 23,24 W FDW DW DW DW DW DW li F��LOWER MUSCATINE ROAD IMPROVEMENTS MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA MUSCATINE ROAD AND MALL DRIVE PHASE SEQUENCE NOT ALLOWED / 70 0 10 DU RY PHASES STP -U-3715(637)-70.52 SHEET N. LOWER MUSCATINE ROADIMALL DRIVE J.24 TEMPORARY SIGNALS: PHASE 2, STAGE 28 DETECTOR SUMMARY / LDJ-- 0® TRAFFIC SIGNAL z U 02+06 04+08 _ J 2' R R R R R R O U R 0 R R J DO p w D z v z z DETECTOR O La c w NUMBER 81,82 (8 -REO -D) 00+Sg1 4 D w w y o w N of a 0- 0- o z z 21 VIDEO 2 2 1 41 VIDEO 4 4 1 61 VIDEO 6 6 1 81 VIDEO 8 8 1 / LDJ-- 0® LOWER MUSCATINE ROAD G — TTW PROPOSED PHASE SEQUENCE CHART ER MUSCATINE ROAD AND FIRST AVENUE PHASE �� NUMBER TRAFFIC SIGNAL FACES 02+06 04+08 0 21,22.61,62 G 2' R R R R R R 41,42,81,82 R R R 0 R R O La c NO. 21,22, 41,42,61,62, 81,82 (8 -REO -D) 00+Sg1 4 LOWER MUSCATINE ROAD G — TTW PROPOSED PHASE SEQUENCE CHART ER MUSCATINE ROAD AND FIRST AVENUE PHASE �� NUMBER m4 m8 0 g 02+06 04+08 1 51.2 RT 21,22.61,62 G Y R R R R R 41,42,81,82 R R R G Y R R �O u � 0 + � LOWER MUSCATINE ROAD AND FIRST AVENUE i \ PHASE SEQUENCE NOT ALLOWED \ FROM TO a IO \ FL EEJ DUAL ENTRY PHASES 02+06, 04+08 \ PROJECT NO: 091023 DESIGNED BY: J. RESLER NO DATE BY REVISION DESCRIPTION PROJECT DATE: CHECKED BY: J. RESLER CAD DATE: 2/16/2012 11:10.57 AM DRAWN BY, CAD FILE: K,\CR\IE\2009\091023\CAD\Plam\091023_125.e t �� 21 T �' I I Q 110, SPAN 3 I 0 N 1;4- I1B1 STATION. OFMCF COMINg1H1 R.1B1TIBi OF CABIMEl) FR 4 Z..5, 35.T RT TmfaBARVm m(Ci116t OFFOLIQ 1 51.2 RT .o.KBz m.e Lr :-.Az 31 41A513,41.7LT 41 41V JAS1.SFIT MWMON BO%m ICmlm OF JONCTIOM BOLO jgl GMNt4BORTli Imi Wmdi�� 6m� • . _� • ■ • I • #Foth � J0 cn p� ci 1n LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA a ;i D STP -U3715(637)-70-52 LOWER MUSCATINE ROADIIST AVENUE 1 iO4,PORARY SIGNALS: PHASE 2, STAGE 28 SHEET NO. J.25 • sr .OPFNf • AN 3M51.&d3.1'L lO3OPORARY POLO (MM POLIO • ON16A, 61.7 Lr • S 0, 4zr" TIM BON! (OBOHI OF JORCOOR BOIL) tt 33�t61, 4T.0 LT G Y R R w w w m w w DETECTOR w z ¢ x v N NUMBER --------------------------------- a w w > ■ • B �• w 0 ow i ? w 0 z It f a 0 z _ 21 VIDEO �1.,w = x 5.0 1 201,202 101 X 12 Q) LOWER MUSCATINE ROAD at `-- 4,— —81 /W I I 23 0 161 I `� -- -- -- -- -- -- ----- l 02 85' SP NI �} I 4 \ O I 0C TRAFFIC SIGNAL FACES PUSHBUTTON I SIGNS `I �! R'j✓�7 �9"� ------------------ NO. ---------------- N0. 23,24, T°"i10®"+ 12' G (2-REO'D) MIMS Toaoes NO. 21,22, ask* 5 41,42,61,62, 81,82 R10 -3e (8-REO'D) 9'x15" (2-REO'D) PROJECT NO: 09I023 DESIGNED BY: J. RESLER JINO 1 GATE 1 BY 1 REVISION DESCRIPTION �0�� PROJECT GATE: CHECKED BY: J. RESTER CAD DATE. 2/16/2012 11:10:59 AM ORAYN BY: CAO FILE: K:\CR\IE\2009\091023\CAD\Plana\D9ID23_J26mM1t ITBB sr .OPFNf CONTROLL9IICJ■Jiel of CAaxBn AN 3M51.&d3.1'L lO3OPORARY POLO (MM POLIO 1 O n- -ULT ON16A, 61.7 Lr 3 8.42mff S 0, 4zr" TIM BON! (OBOHI OF JORCOOR BOIL) tt 33�t61, 4T.0 LT DETECTOR SUMMARY j --- e�'-----------J� ;Zm- Fri R/W - R o PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE PHASE LOWER MUSCATINE ROAD AND MALL DRIVE PHASE SEQUENCE NOT ALLOWED \ FROM TO D e DUAL ENTRY PHASES FEET .J 62+66,.84+68 � LOWER MUSCATINE ROAD IMPROVEMENTS TP-U-3715I837I-70 52T N0 FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROADIMALL DRIVE J,26 IOWA CITY, IOWA I TEMPORARY SIGNALS: PHASE 2, STAGE 3A lNUMBER 0 �g g w 02+06 04+08 21,22,61,62 G G Y R R R R R 41,42,81,82 R R R R G Y R R w w w m w w DETECTOR w z ¢ x v N NUMBER a w w > 0 w 0 ow i ? w 0 z It a a 0 z _ 21 VIDEO 2 2 5.0 1 201,202 X 12 41 VIDEO 4 4 1 61 VIDEO I I 6 I 6 1 5.0 1 81 VIDEO I 1 1 j --- e�'-----------J� ;Zm- Fri R/W - R o PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE PHASE LOWER MUSCATINE ROAD AND MALL DRIVE PHASE SEQUENCE NOT ALLOWED \ FROM TO D e DUAL ENTRY PHASES FEET .J 62+66,.84+68 � LOWER MUSCATINE ROAD IMPROVEMENTS TP-U-3715I837I-70 52T N0 FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROADIMALL DRIVE J,26 IOWA CITY, IOWA I TEMPORARY SIGNALS: PHASE 2, STAGE 3A lNUMBER 0 �g g w 02+06 04+08 21,22,61,62 G G Y R R R R R 41,42,81,82 R R R R G Y R R 23.24 W I'D W DW DW DW DW DW - DETECTOR SUMMARY LD ►I TRAFFIC SIGNAL z O F i0.2 Swx Rr 1BIPg0YW POIJA K.El9l OF PgIl1 0 mwz meLT 12' R NUMBER .uxDTOM eom (CiNiF w.KIPlclmx a%1 0 5 O 02+06 J w 21,22,61,62 G rw DO R w z w Z 41,42.81,82 R 0 R J W R N0. 21,22, 41,42,61,62. DETECTOR w 2 J F w 0O+58I O w NUMBER n 6) n w w y o w o 5 o z z z _ 21VIDEO 2 2 1 41 VIDEO 4 4 1 61 VIDEO 6 1 6 1 1 1 81 VIDEO 6 1 8 1 1 1 LD ►I LOWER MUSCATINE ROAD 3 � 0 ° Dm/ �I 10, SPq IF — I 61 y i U7 62 21 � � St•S 0 O OHE OHE San. 42 Y� -R7Lw PROPOSED PHASE SEQUENCE CHART OWER MUSCATINE ROAD AND FIRST AVENUE PHASE-7e—O TRAFFIC SIGNAL FACES F i0.2 Swx Rr 1BIPg0YW POIJA K.El9l OF PgIl1 0 mwz meLT 12' R NUMBER .uxDTOM eom (CiNiF w.KIPlclmx a%1 0 5 02+06 04+08 21,22,61,62 G Y R R R R R 41,42.81,82 R 0 R 12' G R R N0. 21,22, 41,42,61,62. 81,82 (H -REO -D) 0O+58I A LOWER MUSCATINE ROAD 3 � 0 ° Dm/ �I 10, SPq IF — I 61 y i U7 62 21 � � St•S 0 O OHE OHE San. 42 Y� -R7Lw PROPOSED PHASE SEQUENCE CHART OWER MUSCATINE ROAD AND FIRST AVENUE PHASE-7e—O 2TATION, OFl cgttrttaueEl®tra v CAaxEl) F i0.2 Swx Rr 1BIPg0YW POIJA K.El9l OF PgIl1 1 aO.ASA 5r.2 Ri mwz meLT 41stq a.r Er NUMBER .uxDTOM eom (CiNiF w.KIPlclmx a%1 m8 5 02+06 04+08 21,22,61,62 G Y R R R R R 41,42.81,82 R R R G Y R R �0+� LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE SEQUENCE NOT ALLOWED \ FROM I TO \ 0 IB FL EJ DUAL ENTRY PHASES \ I� 22+06, 94+98 \ PROJECT NO: 091023 DESIGNED BY: J. RESLER NO GATE BY REVISION DESCRIPTION PROJECT DATE: CHECKED BY: J. RESLER CAD DATE: 2/16/2012 11:11:00 AM DRAWN BY, CAD FILE: X:\CR\IE\2009\091023\CAD\Plana\B4O23_J27.sht 0 N I I 7�4 IMI 2TATION, OFl cgttrttaueEl®tra v CAaxEl) F i0.2 Swx Rr 1BIPg0YW POIJA K.El9l OF PgIl1 1 aO.ASA 5r.2 Ri mwz meLT 41stq a.r Er I1.Srq 53$PT .uxDTOM eom (CiNiF w.KIPlclmx a%1 t AD.sr.t Ae.cm \ St•S. 3 �Foth O \ J0 0 o� cn LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA s n STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD11 ST AVENUE TEMPORARY SIGNALS: PHASE 2, STAGE 3A O II SHEET N0. J.27 O 2 O O � I O 7 33.n.A'MVLT O/ / 41 M. O.QXRT JUKIIQI xAI® IL91Tet OF JUNCROX xWB a N U R R R R 41,42.81,82 23,24 0 0 p W 0 Z Q Z Z DETECTOR w � 22 1 — — — — — — — — — — — — — — — -- —--------- ----- — 105' SPAN / O 23 a ❑ 71 / 0 v`' � 24 I 61 r — r ---I 201 85' SP N I I I 0 4 I / R/W TRAFFIC SIGNAL FACES PEDESTRIAN PUSHBUTTON 21 21 VIDEO V 13 I oHE - - - Ti I 201,202 ® xEfeWMO 15 2 NO. 23,24, O uRra.p °°mx9 2 n 4 NO. 21,22. ► LOWER MUSCATINE ROAD DETECTOR 2 O 41 I TroxARY roL®1caTa or rnq 7 33.n.A'MVLT 21 wm... –.1 – 31 3 I% Q.4 RT 41 M. O.QXRT JUKIIQI xAI® IL91Tet OF JUNCROX xWB a N U R R R R 41,42.81,82 23,24 0 0 p W 0 Z Q Z Z DETECTOR w � 22 1 NUMBER N R/ 23 a W g 0 v`' w N I -- -- -- -- -- -- — — ----- � 02 85' SP N I 0 4 I \ I 67 TRAFFIC SIGNAL FACES PEDESTRIAN PUSHBUTTON C�a� 21 VIDEO I I 13 SIGNS Was mrrmxrt � 1 I 201,202 ® xEfeWMO 15 2 NO. 23,24, O uRra.p °°mx9 41 VIDEO 4 NO. 21,22. ► 66 VIDEO 41,42,61,62, 81,82 (8 -REO -0) RIO -3e 10-3e (2-REO'D) 6 1 5.0 1 PROJECT W: 091023 OEBIONJ. RESLER NO GATE BY REVIBION DESCRIPTION I 1 8 8 i PROJECT GATE: CHECKEDD BY:Y: J. RESLEP Fot CAO DATE: 2/16/2012 11:11:01 AM ORA" BY: CAO FILE: X:\CR\IE\20D9\091023\CAO\Plana\O9lDn-J28.a t — DETECTOR Com(" / ----e------------- _OHE 2 O 41 I TroxARY roL®1caTa or rnq 7 33.n.A'MVLT 21 wm... –.1 – 31 3 I% Q.4 RT 41 M. O.QXRT JUKIIQI xAI® IL91Tet OF JUNCROX xWB p U R R R R 41,42.81,82 23,24 J ED p W 0 Z v Z Z DETECTOR w � o w NUMBER N a W g o w N a a a 0 z Z 21 VIDEO 2 2 5.0 1 201,202 X 2 41 VIDEO 4 4 66 VIDEO 6 6 1 5.0 1 81 1 VIDEO I 1 8 8 i Com(" / ----e------------- _OHE f:l R/W \O PROPOSED PHASE SEQUENCE CHART 1 LOWER MUSCATINE ROAD AND MALL DRIVE tTe� ATAnox.ann 41 I TroxARY roL®1caTa or rnq 7 33.n.A'MVLT f:l R/W \O PROPOSED PHASE SEQUENCE CHART 1 LOWER MUSCATINE ROAD AND MALL DRIVE tTe� ATAnox.ann COxVROLLHt (CB1Ta a wxEl1 MA s R.c V LT TroxARY roL®1caTa or rnq 7 33.n.A'MVLT 21 wm... –.1 – 31 3 I% Q.4 RT 41 M. O.QXRT JUKIIQI xAI® IL91Tet OF JUNCROX xWB ill v.85.1, m.SLT PHASE NUMBER m4 m8 0 g w 02+06 04+08 21,22,61,62 G G Y R R R R R 41,42.81,82 23,24 R R W FD R R G Y R DW OW DW DW DW R M- — Ra LOWER MU74tNLINE ROAD AND MALL DRIVE PHASE CE NOT ALLOWED ` FROM TO a e DUAL ENTRY PHASES F A2+.86, .84+.08 LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 BHEET NO. LOWER MUSCATINE ROADIMALL DRIVE J.28 TEMPORARY SIGNALS: PHASE 2, STAGE 3B DETECTOR SUMMARY I LD TRAFFIC SIGNAL 0 02+06 04+08 O 21,22.61,62 G Y R R R R O 41,42.81,82 R 0 U Y R + 2 Y J DO 0 w 0 z v z z DETECTOR w x G x z NO. 21,22, 41,42,61.62, NUMBER N 81.82 (e -REO -D) 0 0 + S e [ A a w w > w U a w N a a a o z z 21 VIDEO 2 2 1 41 VIDEO 4 4 1 61 VIDEO 6 6 1 81 VIDEO 8 1 8 1 1 1 I LD LOWER MUSCATINE ROAD i --81 -- N N N w PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE � m2 - m6 NUMBER TRAFFIC SIGNAL FACES 02+06 04+08 O 21,22.61,62 G Y R R R R O 41,42.81,82 R R R G Y R + 2 Y O2' G NO. 21,22, 41,42,61.62, 81.82 (e -REO -D) 0 0 + S e [ A LOWER MUSCATINE ROAD i --81 -- N N N w PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE � m2 - m6 NUMBER m4 � 1 m8 0 ori g w 02+06 04+08 1 40N %671 RT 21,22.61,62 G Y R R R R R 41,42.81,82 R R R G Y R R � � o 16 �0+ ✓ \O LOWER MUSCATINE ROAD AND FIRST AVENUE i PHASE SEQUENCE NOT ALLOWED \ FROM TO 0 10 \ FL EET I DUAL ENTRY PHASES .82+06..84+68 \ PROJECT N0: 091023 DESIDNEO BY, J. RESLER NO DATE BY REVISION DESCRIPTION PROJECT DATE: CHECKEO BY: J. RESLER CAD DATE: 2/16/2012 11,1143 AM pRAVN BY, - CAO FILE: %:\CR\IE\2009\091023\CAO\Plena\C9I023_J29.aM1t 41 �U r—I W � I I — T — — 1611 I � I � I 21 i — J 115' SPAN i \ St S �1 17/ ►Foth � — \b an. O C+C+ 0� LJ cn LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA CD 0 N 1191 fTATR08. 0R91T COR1188t91 Ifr191 w wxEn F IM2A6,3e.TRT 199g1M1Y IO181C8119t GF FIXE) 1 40N %671 RT IO. N.2 We LT 41s51A 41.T LT 411 41-57A, 9.f RT JUNCnp1 IMM OF J JI%GVW 8009 151 40.31.1, MAO' RT I STP -U -3715(637)-7652I SHEET W. LOWER MUSCATINE ROADYISTAVENUE J,29 TEMPORARY SIGNALS: PHASE 2, STAGE 36 g 1 40 o •� coo 0 LOWER MUSCATINE ROAD - - •� �• DCY4 1 d oI�- iIu LIA OK > W 10N, i 8 8 _ N I g_ 8 p P$ 3D O \> W+ Ar de m CBW6 ON DCY LOWER MUSCATINE ROAD cNra � SLW4 1-I O �� �o rqF� LEGEND r r4 BROKEN CENTERL YELLOW) CYI DOUBLE CENTERLINE (YELLOW) Dw8 LANE DROP (WHITE) P 0 BROKEN LANE LINE (WHI Dr4 DOUBLE DOTTED LINE (YELLOW) 4D NO PASSING ZONE LINE (YELLOW) per / �1yGi[LJ\ Cgw6 CROSSWALK BAR (WHITE) DOTTED LINE (WHITE) 00STOP UNE (WHITE) .5y cHWe CHANNELIZING LINE (WHITE) 40D LINE (YELLOW) 09001-10 LANE LINE (WHITE) / D FEET 30 CHYB CHANNELIZING LINE (YELLOW) OEj4 EDGE LIN T (WHITE) (OYIELD LINE (WHITE) cLws CROSSWALK LINE (WHITE) E24 EDGE LINE LEFT ( 1 PROJECT NO: 091D23 DESIGNED BY: B. SOVER3 NO DATE BY REVISION DESCRIPTION STP -U-3715(637)-70-52 SHEET W. PROJECT DATE: CHECKED BY: S. SOYERS Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/16/2012 11:11:3) AM ORAvx Br: FROM KIRKW000 AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD K.01 CAO FILE: K:\CR\IE\20D9\091023\CAD\Plain\D91o23_KOLNt IOWA CITY, IOWA PAVEMENT MARKINGAND TRAFFICSIGNING OD.IB, SLW4 _ 1T (� -O O Y • ,I 1� ����" O Wpb O O O O N 1, U N I i N N N ELW4 N N 4 w2 EL 1 $LW2 12.5 12' 12.5' m jig n o r DLW6 DCY4 m SLW2 ; SLWI a vim, LOWER MUSCATINE ROAD NPY4 BCY4 w P SLW2 - SLWI n n BCY4 I ,� : I : NPY4: 4LW4 ri �`, BCY4 BDY4 CLW6-•:...-. -_ _ __ ___ w .—•� ___ __ .. z SL 2I H i 12.5 12' 12.5 --- h ,,✓ / / / m ✓ a LW4 ¢ SL 0 e� CY4 o .t; �- C13 J O 02. O O o ♦ ♦ p • p 8 . 8 n CL m ` NPY4 BCY4 m DCY4 m CLW6 LW2 �_kD —iS LOWER MUSCATINE ROAD j r s I ?_ cLu6: LOWER MUS INE ROAD SLW4 SLW2 —0 SLW2 13.5' 13.5' ELW4 CY4 SLWI D CENTERLINE (YELLOW) OWB LANE DROP (WHITE) u4 BROKEN LANE LINE (WHITE) ED)DOUBLE DOT INE (YELLOW) yI NO PASSING ZONE LINE (YELLOW) \ CBWs CROSSWALK BAR (WHITE) 00 DOTTED LINE (WHITE) 5LW STOP LINE (WHITE) EMWB CHANNELIZING LINE (WHITE) r1 DOTTED LINE (YELLOW) SLW SOLID LANE LINE (WHITE) -7 0 FI EET J0 [WVB CHANNELIZING LINE (YELLOW) 40)EDGE LINE RIGHT (WHITE) rLW YIELD LINE (WHITE) cLWs CROSSWALK LINE (WHITE) Lw EDGE LINE LEFT (YELLOW) PRWECT N0: 091023 DESIRED BY: S. SOYERB NO DATE BY PEYISIM DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 BHEET W. PRWECT DATE: CWUED BY: S. SOYERS CAD DATE: 2/16/2012 11.11,34M DRAIN BY: F�h T FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD K.U2 CAO FILE: XAM\IE\2009\091023\CAO\Plam\09102iK02.aM1t IOWA CITY, IOWA PAVEMENT MARKING AND TRAFFIC SIGNING S+ N 0 30 00 6 4 O O O O O O P� Y DCY4 N v GIA b RE O^ IL5' 1(' 11• LW4 00•S81 121 CLW6 I li 'ul CLW6 L ---j L====j J SLW2 m — — — NDCY4 SLW2 m CLW6 SLW40 ^ NPY4 BCY4 Deva ,P LOWER MUSCATINE ROAD F I CLW6 N .n CHI —_. w m SLW4 - + BCY4 - CLW6 --- LEGEND 00.081 DCY4 II SL 2 cra EN CENTERLINE (YELLOW) Cr1 DOUBLE CENTERLINE (YELLOW) owe LANE DROP (WHITE) 11.5111' 11'11.5 4 BROKEN LANE LINE (WHITE) Dr1 DOUBLE DOTTED LINE (YELLOW) r1 NO PASSING ZONE LINE (YELLOW) BL W4 E CROSSWALK BAR (WHITE) Ewa DOTTED LINE (WHITE) sEw STOP LINE (WHITE) cHwe CHANNELIZING LINE (WHITE) OODOTTED LINE (YELLOW) w4 SOLID LANE LINE (WHITE) cMre CHANNELIZING LINE (YELLOW) LW4 EDGE LINE RIGHT (WHITE) Ewe YIELD LINE (WHITE) CE w6 CROSSWALK LINE (WHITE) EYI EDGE LINE LEFT (YELLOW) 0 �\ 2 _ o N SLW2 1 N 'R. In a+ SLW4 m _AI• ca n 0 — ?^=CLW6 vi 11 ` I n P _7 OCr4 (• SLW4 MIDA IC N KI% • r•/ �j �IC") c.3 cl OS �� _ ENTR Fn i 13.5' 11' 13.5' 1 I • — _ .a 6'x"'9 I 0 CIO 22 zm- r 1 E 8 • m 6 / r 04 _ IE • 1 > LW4 m40A S LW4 • - // _ C3 \ 79•00 •\• a ti O � I a FEET GI I 1 PROJECT N0: H9ID23 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION Foth STP -U-3715(837-70.52 SHEET N0. PROJEOT NO: CHECKED RY S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: znsnolz 1611 d1 AM CHECK Or: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD K.03 CAO FILE: %:\CH\IE\2009\091023\CAO\Plana\091023_K03.aht IOWA CITY, IOWA PAVEMENT MARKING AND TRAFFIC SIGNING LEGEND r0 BROKEN CENTERLINE (YELLOW) OKw DOUBLE CENTERLINE (YELLOW) 4Ore LANE DROP (WHITE) w1 BROKEN LANE LINE (WHITE) ry DOUBLE DOTTED LINE (YELLOW) OE. NO PASSING ZONE LINE (YELLOW) (EO CROSSWALK BAR (WHITE) 40DOTTED LINE (WHITE) (OSTOP LINE (WHITE) CNvs CHANNELIZING LINE (WHITEI JEvDOTTED Town CITY, sown LINE (YELLOW) Ary SOLID LANE LINE (WHITE) S CHANNELIZING LINE (YELLOW) 0LrwEOGE LINE RIGHT (WHITE) (gr )YIELD LINE (WHITE) 8 ER)CROSSWALK LINE (WHITE) Lrw EDGE LINE LEFT (YELLOW) 00•EOZ LOWER MUSCATINE ROAD O MIOAMERICAN YARD 1' I I 00.09Jt (. 0 ��-AP 114 C LJa LOWER MUSCATINE ROAD N ECT N0: 091023 DESIGNED BY: S. SOVERS IJWJ r-� N STP -U-3715(637)-70.52 PROJECT DATE: CHECKED BY: S. BOrEs3 CAD DATE: znsamz ualnz AN DRAvw Bn ___ #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD K.U4 CAD FILE: Xs\C.\IE\2009\091023\CAO\Phos\09I023_KOLaM1t r�r—n Town CITY, sown PAVEMENT MARKING AND TRAFFIC SIGNING 0 a_ 8 LJa LOWER MUSCATINE ROAD N ECT N0: 091023 DESIGNED BY: S. SOVERS IJWJ DATE I BY I REVISION DESCRIPnOx STP -U-3715(637)-70.52 PROJECT DATE: CHECKED BY: S. BOrEs3 CAD DATE: znsamz ualnz AN DRAvw Bn ___ #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD K.U4 CAD FILE: Xs\C.\IE\2009\091023\CAO\Phos\09I023_KOLaM1t Town CITY, sown PAVEMENT MARKING AND TRAFFIC SIGNING REFER TO r.01 F BTA. 3+I I656.94' Li \ FG E EV. 91.53 \\ Y I REFER TO Y.01 C Q 7.5' 0 ROW GLINE REFER TO Y.01 O 6 T4,p' O 5 STA. 2+60.69 A Ok`` STA 2+26.0) BEGIN SIDEWALK C4 ENO SIDEWALK MATCH EXISTING" -2 '1 FG ELEV.= 695.4 K / tA0 MATCH EXISTING `\AO O 14 o REFER TO 801 Q STA. 2+00.00 •i \`RQ. ` 1 X` I ,06' BEGIN SIDEWALK \A." \ QO FG EL . 6%.862 MiTCM i%ISTING A• 1 O O O A.O 1R aQ A � S 9 O).8' ER T Y.01 G REFER Jt 1 TO Y.OI \ \' 10.0• t a REFER TO Y.01 0 0 12.0' 30 REFER 8.0' I TO Y.01 31 © 1 33 8 40,7 BKO.C.)Y YP... 10.3' LO' FER 0 C. BEGIN CONSTRUCTIE siA FL ELEV.= 692.96- i%F MATCH EXISTING F� MATCH EXISTING TO Y.02 7- MATCH EXISTING. FG ELEV.= FG Q f Lo MATCH - E%ISTING 00' LT 13.1' MATCH EXISTING 1].6' REFER TO Y.02 1).5' REFER TO Y.02 III 6" PCC FOR DRIVEWAYS ;yy,X f MATCH EXISTING REFER TO Y.01 9.9' REFER TO Y.02 - 39 I I BEGIN CONSTRUCTIE siA FL ELEV.= 692.96- i%F MATCH EXISTING F� MATCH EXISTING TO Y.02 7- MATCH EXISTING. FG ELEV.= FG Q f Lo MATCH - E%ISTING 00' LT 13.1' MATCH EXISTING 1].6' REFER TO Y.02 1).5' REFER TO Y.02 III 6" PCC FOR DRIVEWAYS ;yy,X MATCH EXISTING - - STA. A 8 1 OEWALK EXISTING t0 VP Ma}�P.,'X Y.02 REFER TO T.02 STA. ]+29.% 15.00' BEGIN SIDEWALK flT /`t///J Z\�,ytpi• i{r MATCH EXISTING np CJ +V 1 5 I -B3. 15.50' EGIN ON UCTION FG ELEV.= 69 162 MATCH EXISTING STA. 1+83.00. 15.50' 0 BEGIN CONSTRUCTION FG ELEV.= 695.97: MATCH EXISTING 0 FGSTA. ELEV" 696.98 00' LT flT LT 9 1© STA 2+74.35. 37.30' RT FL ELEV: 693.31- STA. 2.83.70. 37.09' RT FG ELEV.= 693.122 STA. 2+%.32. 3].09' RT FG ELEV.= 692.602 FG ELEV.! 692.5)x15' RT STA CENTER OF 616' flA0 I. 1 ® O STA. 3+69.50. 32.39' RT (MLI= STA. )0+95.13. 12.50' LT ($R) ENO 25' RADIUS FG ELEV= 689.66 SIX 4.06.59 STA. ]0++]5.23.382'50 �Ri (Lk BEGIN IS' RADIUS FG ELEV.= 6%.12 STA. ]0?]5.23.1.32 32).SO TO(SRI CENTER OF 15' RADIUS V2 PT FG ELEV.= 689.59 ® © ® 3+]2.05 40.98' LT 41N SIDEWALK TAPEF FG ELEV.= 691.)3 STA. 3-91.03, 34.95® END SIDEWALK TAPER LT FG ELEV: 690.86 STA 3+85.15. 58.93' LT FG ELEV.= 689.072 STA. 3+92.1]. 63.51' LT FG ELEV: 688.922 ® ® ® MATCH E%IISTING 1 ]8 FG ELEV.= 688.18- STA. 4+28.85. 42.18' CENTER OF 8' flAp1U5 STA. 4+80.3]. 50.56' FG ELEV.= 689.1 Ba FGAEEV.� 689552 6' STA 1+]8.89, 50.13' FG ELEV.= 691.812 LT LT Li LT RT 1 0 N STA. 5+94.81, 3]30' LT FG ELEV.= 688.662 STA. 6.12.12. 3].]0' LT FG ELEV.- 688.5)- STA. 6+01.93. 48.2]' RT FG ELEV.= 690.362 FGAE ELEV.= 690542 6' RT BTA. 6+61.95 38.00' LT MATCH EXISTING, FG ELEV. 688.1] S AL VATIONS ARE FORM GRADE OR TOP (F SLAB 6 NOTED OTHERWISE. NOT IFV CENGINEE RIF LEVAET IONSLARE TIONS. DIFFERENT IMAM S TYPICAL TRANSVERSE "CO" J PACING IS IS'. y 7 -- Q ✓ _ E.> / � ppm/ .,. I'+.-�• ` g ■ �^ OO FGAE EV19 696.6] 0 FGAELEv.R 693.56 00 00' LT LT lO STA. ]1+19.23 130.86 pL T11(G 1 BEGIN 25' RADIUS FG ELEV.= 689.88 19 STA. 1+21.32. 15.50' RT IMLY- STA. 70.87.47, 36.17' RT (SRI END1t FG 15V.RADIUS ® FGLL AELEV.= 688 FGAELEV� 688.3) 392 5 :6 LT LT ® ® FGAELEV.S 691.]32 2 FGAELE VJ3 6B9 4p 00' RT RT 1© MATCH EXISTING,38.00' FGAELEV.= 690,674.83' ELEV.= 688.1) RT 1W © FGAE EViS 693.23 00' LT 1® STA. ]0 95.83.13).50 RLT1F(SRI ® CENTER OF 23' RADIUS (5{1) RT ® STA. 4+0).2). 49.46' LT ® FGSTA. E EV.a 689.56t 00' Ri FGSTA. E EV.S 690.822 3' RT \ CENTER OF 25' RADIUS CENTER OF 10' RADIUS 0 FGAE EV.B 692.26=00' LT s} PT FG ELEV.= 689.66 ® T CENTER OF 516066 RADIUS ® STA. 4+25.43, 68.26' LT ® STA. 5.42.32.00 FG689.59 LT FGAELEV.R 688.0)-10 LT F 0�I FEET 2�'0 MATCH EXISTING O FGAELEV.6 692.052 O LT ® CENTER OF 21106 RADIUS FG ELEV. 688.332 FGAELEV.2 689.3000 FG LT ® 6 688.72'10 FGAELE7+36.36, LT PROJECT NO: 091023 PROJECT DATE: CAO DATE: 212112012 1:35.47 DESIGNS BT: S. SOVERS CHECKED BY: S. SOVERs PM DRAWN BY, ND oerE BY rwisla+ cesD+lenax Fath LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD s1A¢ET W. L CAO FILE: %:\CR\IE\2009\091023\CAO\Plan2\09I023101.eM1t IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT -O.) \ C.) c 55 SLOPE T ANT CNO III 0 ` / 3 `o UN/CppN TR4N511I _ o OOX p / CRO`'S OpE •0�,3 OryO p fRAN51TION o/ T CST ANT / v m ry UNIFORM A 0 2yp1 `00 CON TRANSITION I N! CROSS _ m O _ ` CONSTANT O of #` o y oCp ROSS SLOPE ry \ / / -s"S STA. 0N0. 0. 24.50' RT p Y CENTER OF PCC SIDEWALK PASSING AREA ry nIF�N �p, �CP' ' i ,n: pp//62NIFORM iRAN51TI0N O p CONSTANT CROSQ S SLOPE Y+ N UNIFORM TRANSIT 20 nJ Q PROJECT NO: 091023 DESIGNED BY: S. SOVERS PROJECT DATE. CHECKED BY: S. SOVERS ceo DATE: vzvzolz 1:35:48 PM DRAW BY: CAD FILE: x:\CR\IE\20D9\091C23\CADTPI. \M[003_L02.mt NO DATE BY REVISION DESCRIPTION #Foth LOWER MUSCATWE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MU ATI E JOINTING, GEOMETRIC & STAKING LAYOUT SHEET NO. L.OZ _ _--- I 5FTJ 8� a O PROJECT NO: 091023 DESIGNED BY: S. SOVERS PROJECT DATE. CHECKED BY: S. SOVERS ceo DATE: vzvzolz 1:35:48 PM DRAW BY: CAD FILE: x:\CR\IE\20D9\091C23\CADTPI. \M[003_L02.mt NO DATE BY REVISION DESCRIPTION #Foth LOWER MUSCATWE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MU ATI E JOINTING, GEOMETRIC & STAKING LAYOUT SHEET NO. L.OZ _ _--- MATCH EXISTING 1 0 0 O u o _ $TA- 96+06.98 JCID BEGIN SIDEWALK MATCH EXISTING REFEF TO Y.02 REF J REFER TO Y.02 % ' 16 8' SIDEWALK - TYPE "C" JOINT 8' O.C. TTP. LOWER MUSCATINE ROAD MATCH EXISTING FG ELEV.= 690.221 It MATCH EXISTING OQ O STA. 7+82.06. 15.50' RT (ML) - STA. 81.97.90. 19.50' LT (SR) BEGIN 25' RADIUS FG ELEV.= 687.45 O STA. 7+82.06. 40.50' RT III- ETA! 81.80.54, 3].50' LT (SRI CENTER OF 25' RADIUS �/4 PT FG ELEV.= 667.54 O STA. 7+99.42. 22.50' RT (ML)= STA. 81.80.54. 12.50' LT (SRI END 25' RADIUS FG ELEV.= 687.62 O STA. 7+74.72, 47.40' LT FG ELEV.= 689.571 STA. 7.96.55. 47.40' LT 0 FG ELEV: 689.791 © STA. 8.54.89. 41.29' RT 040 - STA. 81.27.57, 12.50' RT (SR) BEGIN 15' RADIUS FG ELEV: 688.46 O STA. 8+65.31. 30.50' RT IMIk STA. 81+2).57. 24.50' RT ISR) CENTER OF 15' RADIUS 1/4 PT FG ELEV.= 688.04 O STA. 8.65.31. 15.50' RT (ML)= STA. 81+37.99. 38.29' RT (SR) END 15' RADIUS FG ELEV.= 687.87 O STA. 8+43.44. 46.00' LT FG ELEV.= 688.301 STA. 8+87.36, 46.00' LT FG ELEV. 688.291 OSTA. 10.22.39. 58.79' LT FG ELEV: 692.89: STA. 10.39.24, 58.88' LT FG ELEV.= 692.921 EXISTING MATCH EXISTING 14 STA. 11+50.11. 35.50' LT (ML)= STA. 95+83.33. 32.50' LT (SR) CENTER OF 20' RADIUS 1A PT FG ELEV. 689.06 �4 PT FG ELEV.= 689.24 i{ IT FG ELEV: 689.35 STA. 11.50.11. 15.50' Lr (MLI STA. 95.69.26. 46.72' LT (SR) END 20' RADIUS FG ELEV: 689.29 STA. 11+32.72. 36.34' LT (ML)= STA. 95.96.28. 44.13' RT (SR) CENTER OF 23' RADIUS QsrA. 12.44.58 Isso' Lr (Mu= STA. 95+02.10. 19.73' RI (SRI BEGIN 25' RADIUS FG ELEV.= 689.76 REFER TO Y.03 STA. 12+44.58. 40.50' LT 041Y STA. 95.19.68. 37.50' RT (SR) CENTER OF 25' RADIUS PT FG ELEV.= 689.76 STA. 12.2200. 22.73' LT IMLI= STA. 95+19.68. 12.50' RT (SRI END 25' RADIUS FG ELEV.= 689.76 ®STA. 12+32.50. 15.50' RT (MLk BTA. •9 .0 I6. ]3' LT ISR) BEGIN 15' RADIUS FG ELEV.= 689.70 ®STA. 12+32.50, 30.50' RT (MLI= STA. 89.84.56. 27.50 LT (SR) CENTER OF 15' RADIUS HIAA PT FG ELEV.= 690.15 PT FGELE: V 689.94 PT FG ELEV: 689.80 ® STA. A. 12+43.57, 40.63' RT IML)° STA. 89+69.56, 27.08' Lr (SR) ENO 15' RADIUS FG ELEV.= 690.36 ®STA. 100+96.75. 12.50' RT (SR)= siA. 13.11. 1' STA. 89+44.53. 2].93' LT ISM) ® STA. 89+38.2 . BEGIN 15' RADIUS EN p 15' RADIUS FG ELEV. 690.59 FG ELEV: 690.10 STA. A +96.75. 27.50' RT (SRI= STA. 89+29.54, 2].50' LT ($RI CENTER OF 15' RADIUS V, PT FG ELEV: 690.51 ®STA. 101.11.74, 27.93' RT (SR)= STA. 89.29.51, 12.50' LT (SR) END 15' RADIUS FG ELEV. 690.58 ®STA. 13+01.11, 41.27' RT WE)= STA. 89+27.79, 12.50' RT (SR) BEGIN 15' RADIUS FG ELEV:690.59 ®STA. 13+11.55. 30.50' RT (ML)= STA. 89.27.79. 27.50' RT (5R) CENTER OF IS' RADIUS 1A PT FG ELEV.= 690.40 PT FG ELEV.= 690.27 PT FG ELEV: 690.18 ®STA. 12+82.7). 42.00' LT\ FG ELEV.= 691.631 ® W. 13+25.26. 42.00' LT ELEV: 692.361 STA. 8.02.93. 28.05' RT 011Y STA. 81.74.17. 14.05' LT (SR) CENTER OF 8' RADIUS ®STA. 8+64.00, 27.39' RT (ML)= STA. 01+30.67. 14.05RT (SR) CENTER OF 3' RADIUS ® STA. 81231.0 7.0353' R = STA87 9.8.14LTMR) CENTER OF 5' RADIUS STA. 96+08.98. 12.50' RT BEGIN CONSTRUCTIONSTA. 95+84.11, ® 12,40.55 (LOWER MUSCATINE ROAD) = LOWER MUSCATINESTA. STA. 90+00.00 (PINE STREET) ROAD MATCH EXISTING 135°54'5.82" 6t ® STA. 95•]4.11. 25.63' STA. 96.08.98 FG ELEV: 689.811 A BEGIN SIDEWALK MATCH EXISTING MATCH EXISTING 1 0 0 O u o _ $TA- 96+06.98 JCID BEGIN SIDEWALK MATCH EXISTING REFEF TO Y.02 REF J REFER TO Y.02 % ' 16 8' SIDEWALK - TYPE "C" JOINT 8' O.C. TTP. LOWER MUSCATINE ROAD MATCH EXISTING FG ELEV.= 690.221 It MATCH EXISTING OQ O STA. 7+82.06. 15.50' RT (ML) - STA. 81.97.90. 19.50' LT (SR) BEGIN 25' RADIUS FG ELEV.= 687.45 O STA. 7+82.06. 40.50' RT III- ETA! 81.80.54, 3].50' LT (SRI CENTER OF 25' RADIUS �/4 PT FG ELEV.= 667.54 O STA. 7+99.42. 22.50' RT (ML)= STA. 81.80.54. 12.50' LT (SRI END 25' RADIUS FG ELEV.= 687.62 O STA. 7+74.72, 47.40' LT FG ELEV.= 689.571 STA. 7.96.55. 47.40' LT 0 FG ELEV: 689.791 © STA. 8.54.89. 41.29' RT 040 - STA. 81.27.57, 12.50' RT (SR) BEGIN 15' RADIUS FG ELEV: 688.46 O STA. 8+65.31. 30.50' RT IMIk STA. 81+2).57. 24.50' RT ISR) CENTER OF 15' RADIUS 1/4 PT FG ELEV.= 688.04 O STA. 8.65.31. 15.50' RT (ML)= STA. 81+37.99. 38.29' RT (SR) END 15' RADIUS FG ELEV.= 687.87 O STA. 8+43.44. 46.00' LT FG ELEV.= 688.301 STA. 8+87.36, 46.00' LT FG ELEV. 688.291 OSTA. 10.22.39. 58.79' LT FG ELEV: 692.89: STA. 10.39.24, 58.88' LT FG ELEV.= 692.921 EXISTING MATCH EXISTING 14 STA. 11+50.11. 35.50' LT (ML)= STA. 95+83.33. 32.50' LT (SR) CENTER OF 20' RADIUS 1A PT FG ELEV. 689.06 �4 PT FG ELEV.= 689.24 i{ IT FG ELEV: 689.35 STA. 11.50.11. 15.50' Lr (MLI STA. 95.69.26. 46.72' LT (SR) END 20' RADIUS FG ELEV: 689.29 STA. 11+32.72. 36.34' LT (ML)= STA. 95.96.28. 44.13' RT (SR) CENTER OF 23' RADIUS QsrA. 12.44.58 Isso' Lr (Mu= STA. 95+02.10. 19.73' RI (SRI BEGIN 25' RADIUS FG ELEV.= 689.76 REFER TO Y.03 STA. 12+44.58. 40.50' LT 041Y STA. 95.19.68. 37.50' RT (SR) CENTER OF 25' RADIUS PT FG ELEV.= 689.76 STA. 12.2200. 22.73' LT IMLI= STA. 95+19.68. 12.50' RT (SRI END 25' RADIUS FG ELEV.= 689.76 ®STA. 12+32.50. 15.50' RT (MLk BTA. •9 .0 I6. ]3' LT ISR) BEGIN 15' RADIUS FG ELEV.= 689.70 ®STA. 12+32.50, 30.50' RT (MLI= STA. 89.84.56. 27.50 LT (SR) CENTER OF 15' RADIUS HIAA PT FG ELEV.= 690.15 PT FGELE: V 689.94 PT FG ELEV: 689.80 ® STA. A. 12+43.57, 40.63' RT IML)° STA. 89+69.56, 27.08' Lr (SR) ENO 15' RADIUS FG ELEV.= 690.36 ®STA. 100+96.75. 12.50' RT (SR)= siA. 13.11. 1' STA. 89+44.53. 2].93' LT ISM) ® STA. 89+38.2 . BEGIN 15' RADIUS EN p 15' RADIUS FG ELEV. 690.59 FG ELEV: 690.10 STA. A +96.75. 27.50' RT (SRI= STA. 89+29.54, 2].50' LT ($RI CENTER OF 15' RADIUS V, PT FG ELEV: 690.51 ®STA. 101.11.74, 27.93' RT (SR)= STA. 89.29.51, 12.50' LT (SR) END 15' RADIUS FG ELEV. 690.58 ®STA. 13+01.11, 41.27' RT WE)= STA. 89+27.79, 12.50' RT (SR) BEGIN 15' RADIUS FG ELEV:690.59 ®STA. 13+11.55. 30.50' RT (ML)= STA. 89.27.79. 27.50' RT (5R) CENTER OF IS' RADIUS 1A PT FG ELEV.= 690.40 PT FG ELEV.= 690.27 PT FG ELEV: 690.18 ®STA. 12+82.7). 42.00' LT\ FG ELEV.= 691.631 ® W. 13+25.26. 42.00' LT ELEV: 692.361 STA. 8.02.93. 28.05' RT 011Y STA. 81.74.17. 14.05' LT (SR) CENTER OF 8' RADIUS ®STA. 8+64.00, 27.39' RT (ML)= STA. 01+30.67. 14.05RT (SR) CENTER OF 3' RADIUS ® STA. 81231.0 7.0353' R = STA87 9.8.14LTMR) CENTER OF 5' RADIUS STA. 96+08.98. 12.50' RT BEGIN CONSTRUCTIONSTA. 95+84.11, ® 25.63' RT STP -U-3715(637-70.52 LOWER MUSCATINE ROADL.03 JOINTING, GEOMETRIC & STAKING LAYOUT FG ELEV.' 688.201 FG ELEV. 689.611 N MATCH EXISTING 6t ® STA. 95•]4.11. 25.63' STA. 96.08.98 FG ELEV: 689.811 .1-'-' BEGIN SIDEWALK MATCH EXISTING O O G ® a IO.o' rl = REFER TO Y.05 a .. y n 0 EXISTING - L r - MATCH EXISTING MATCH EXISTING ALL ELEVATIONS ORM GRADE OR TOP OF SLAB UNLESS NOTED RWISE. i CONTRACTOR TO VERIFY TIE- LEVATIONS. O FEET 20 NOTIFY ENGINEER IF ELEVATIO ���/�� DIFFERENT THAN SHOWN. ti+� TYPICAL TRANSVERSE "CO" JOINT SPACING PROJECT N0: 091023 DESIGNED BY: S. SOVERS DaE: CHECKEDDESIGNS BBY S. SOVERSLOWER DATE: 2/21/2012 1x5:49 PM DRAWN BY: CAO FILE: %:\CP\ln20M\091023\CAD\Plain\041023103.e t*,4/FothIOWA NO DATE BY REVISION DESCRIPTION MUSCATINE ROAD IMPROVEMENTSCAB FROM KIRKWOOD AVENUE TO 1ST AVENUE CITY, IOWA STP -U-3715(637-70.52 LOWER MUSCATINE ROADL.03 JOINTING, GEOMETRIC & STAKING LAYOUT SHEEN nPROJECT 10Z CONSTANT CROSS SLOPE O O O O O O O O O LIII�I O + 1 +co --� CgOsp �r'Pry, N UNIFORM SIDEWALK PASSING AREA m Z i �2vQ- :lb PROJECT NO: 091023 DESIGNED BY: S. BOYERS ILNO PROJECT DATE, CHECKED BY: s. soyERs CAD DATE: 2/21/2012 1:35,51 PN DRAWN BY, CAD FILE: x,\CR\IE\2009\091023\CAO\PI.\091023_LOxmht DATE i BY REVISIM DESCRIPTION Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD JOINTING, GEOMETRIC & STAKING LAYOUT O 'dov125.0' bl UTRANSAaON=" LOWER MUSCATINE ROAD w:°""�� rvi�u`s°1X'irlw� ---- 0 ------- 0Loi-0 Lo -F 1 CONSTANT CROS$ SLOPE rv1 CONSTANT CROSS SLOPE CONSTANT CROSS SLOPE CONSTANT CROSS SLOPE 1 P 6 .1 6P6 UNIFORM SIDEWALK PASSING AREA m Z i �2vQ- :lb PROJECT NO: 091023 DESIGNED BY: S. BOYERS ILNO PROJECT DATE, CHECKED BY: s. soyERs CAD DATE: 2/21/2012 1:35,51 PN DRAWN BY, CAD FILE: x,\CR\IE\2009\091023\CAO\PI.\091023_LOxmht DATE i BY REVISIM DESCRIPTION Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD JOINTING, GEOMETRIC & STAKING LAYOUT L.04 90°0'01 90'0'0" II`` OOx V LOWER MUSCATINE STA. 15.39.30 (LOWER MUSCATINE ROAD)= ROAD STA. 110+00.00 (SPRUCE STREET NORTH) O MATCH EXISTING � \ O 00x1 �1Lo ` STA. 110.55.08 BEGIN SIDEWALK MATCH EXISTING STA. 15.11.80. 30.50' LT (ML)-- STA. ML)-- STA. 110+30.50. 27.50' LT (SR) CENTER OF IS' RADIUS .35.12 V2 PT FG ELEV.= 691.07 8' SIDEWALK - TYPE 'T" JOINT 8' O.C. TYP. O STA. 15.26.80. 30.50' LT (MLk STA. 110.30.50. 12.50' LT (SRI BEGIN 15' RADIUS FG ELEV: 690.92 O STA. 15.11.80. 15.50' LT (ML). STA. 110+15.50. 27.50' LT (SRI ENO 15' RADIUS FG ELEV.= 691.10 O STA. 15+66.80. 15.50' LT WLk STA. 110+15.50. 27.50' RT (SR) BEGIN 15' RADIUS FG ELEV.= 691.37 O STA. 15.51.80. 30.50' LT (ML)= STA. 110+30.50, 12.50' RT (5R) ENO 15' RADIUS FG ELEV.= 691.05 O STA. 15.24.69. 39.30' RT FG ELEV. = 693.17: © STA. 15+41.06. 35.28' RT FG ELEV, 693.30A O STA. 15.92.36. 17.85' LT FG ELEV, 692.611 O STA. 16.05.04. 47.85' LT FG ELEV.= 692.74: STA. 16+74.10. 15.50' RT 041- STA. 121.25.66. 28.24' LT (SR) BEGIN 15' RADIUS FG ELEV.= 691.91 MUSCATINE 1011 TAPER) 417-14' R 13" MATCH EXISTING STA. 110+70.00 O BEGIN SIDEWALK O MATCH EXISTING + STA./ IS�� XCESTA. 110+3C NOFrX PT FO EL 55.19 7 ++3 .12 0 -l1 TO x.03 STA. 16+74.10. 30.50' RT (MLk ` STA. 121.22.19, 39.03' LT (SH) CENTER OF 15' RADIUS lh PT FG ELEV.= 692.07 STA. 17.70.00. 15.50' R ©STA. 16+85.18. 40.62' RT WLk 0 STA. 120.63.59. 38.]5 1 STA. 121.07.19. 38.62' LT (SR) BEGIN 1511 TAPER END 15' RADIUS ENO 15' RADIUS FG ELEV, 692.22 FG ELEV. 692.3 STA. 211.21.74. 12.50' RT (SNY- STA. 17+16.2 .20' LT STA. 120+82.47. 27.91' LT (SRI �a FG ELEV.= 7. BEGIN 15' RADIUS FG ELEV, 692.35 FGAELEV+ 93.52x 20' LT STA. 211+21.]4. 27.50' RT /SRI STA. 120.67.48. 27.50' LT /SRI ® STA. 9.37. 45.17' LT (M -k CENTER OF 15' RADIUS BELIN 5• RAO USIZ 50 LT (SR) / PT FG ELEV, 692.48 FG ELEV. 693.53 STA. 211.36.74. 2).91' RT SRI= STA. 18.74.37. 15.50' LT (NLk 11 STA. 120.67.48. 12.50' LT (SRI ® SiA. 200.45.46, 37.50' LT ($R) END 15' RADIUS CENTER OF 25' RADIUS FG ELEV. 692.60 I/ PT FG ELEV.= 693.30 Ih PT FG ELEV.= 693.14 ©STA. 17.59.50, 11.29' RT WL)= PT FG ELEV.= 692.99 STA. 120.53.23. 12.50' RT lSR) ® STA. 18+]4.37. 20.50' LT WL1= BEGIN 15' RADIUS STA. 200+20.46. 37.47' LT (SRI FG ELEV: 692.77 ENO 25' RADIUS FG ELEV. 692.83 STA. 17.69.92, 30.50' RT IML)= STA. 19.52.62. 20.50' LT (MLk STA. IZU+53.23. 27.50RT ISR) ® STA. 200+20.55. 40.76' RT (SR) CENTER OF IS' RADIUS BEGIN 25' RADIUS y2 PT FG ELEV, 692.58 FG ELEV. 643.60 O O + TO Y.03 28.1 REFER TO Y.01 /MATCH TYPE "C" JOINT 8' O.C. TYP. STA. 19+52.62. 45.50' RT (ML) - STA. 200+45.55. 40.75' RT (SR) CENTER OF 25' RADIUS 1/ PT FG ELEV.= 693.61 PT FG ELEV.= 693.61 PT FG ELEV.= 693.61 ®STA. 19.27.81 42.13' LT /MLI= STA. 200.12.15. 15.94' RT (Sp ENO 25' RADIUS BEGIN 8:1 TAPER FG ELEV.= 693.61 STA. 200+46.88, 12.50' LT (SRU - STA. 230+12.50. 33.12' LT (SR) BEGIN 30' RADIUS FG ELEV. 693.57 ®STA. 200+46.88, 42.50' LT (SR)= STA. 230+35.28. 36.00' LT (SR) CENTER OF 30' RADIUS I/ PT FG ELEV.= 693.68 V2 PT FL ELEV.= 693.78 3f PT FG ELEV.= 693.68 ®$TA. 200+76.21, 36.36' LT (SR)= STA. 230.35.28. 6.00' LT (SR) END 30' RADIUS FG ELEV. 693.88 N ENO PCC PAVING ..QQ�� MATCH EXISTING Sr�O- F� ®STA. 200.95.3/. 55.54' LT (SR)= STA. .65. 6.00' RT (SRI ENO 30'0' RADIUS FG ELEV. 693.62 ®STA. 201.22.36. 42.50' LT (SRI= STA. 230.59.65. ]6.00' RT (SRI CENTER OF 30' RADIUS I/ PT FG ELEV, 693.26 PT FG - 692.89 Pi FG ELEV. 692.52 STA. 201+22.36, 12.50' LT (SR)= STA. 230+12.50. 42.36' RT 15R) END 30' RADIUS FG ELEV. 692.15 u E CLASS "A" GRANULAR / 31 ry MATERIAL / v Y A O OI + S' RADIUS NOTES/ ALL ELEVAT SLAB UNLES' CONTRACTOR NOTIFY ENGI OR TOP OF TYPICAL TRANSVERSE 'CD" JOINT SPACING 0 20 FEET PROJECT NDI 091023 DESIGNED BY: S. BOXERS Na DATE er REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U•3715(637)-7052 SHEET NO. PROJECT DATE: CHECKED BY: S. BOXERS CAD DATE: 2/21/2012 1,35.52 PM DRAWN BY, I I Foth FROM KIRKW000 AVENUE TO 1ST AVENUE I LOWER MUSCATINE ROAD I L.05 CAD FILE, X:\DI\IE\2W9\091023\CAD\Plana\091023-L05e6t IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT & m o Z EE L.I6 FOR COMPLETE DAMERIGAN NORTH NORTH JOINTING. GT 6 STAKING INFORMATION W OOX��f 0 0 \ � vJNi wt 9 \ N \ V U Z Z \ N N O u u 00+ O O O O O O O O �O O + + (O `� X OD , 5 CDNSr4NiO CROSS SLOPE 1.85% +61 i�v Fi— r Z Q ,A Oz 9.50'/. o.soz + 1 j CONSTANT CONSTANT _ _ CROSS SLOPE CROSS SLOPE 9.50`"� soi LOWER CAT INE ._-, .r ,20.50 .asz Losz o .50 / y_ --- ---- o� CONSTANT CROSS SLOPE O O O CONSTANT CROSS SLOPE 0 ieo N 4I CONSTANT CROSS SLOPE of CONSTANT CROSS SLOPE ^tll ^tl1 � P O ra�xs°PNiriw o o ra"� C wiRaA rRA:SNiw O� N�/n + o STA, a+20.00 11.00' RT ! cR �i o• '--- CENTER OF 5'x5' PCC SIOEWALK PASSING AREA STA. 16+15.00 4.50' RT O !C, ``p? �q4 O CENTER OF 5' CC 4 /�/ STA. 19+20.00. 29.50RT SIDEWALK PAS IN A �?� 1P O+ \ CENTER OF 5'x5' PCC_.a' tl 1?P •,a) 61' /q�%n SIOEWA K PASSING AREA CONSTANT CROSS SLOPE+- DicFr CD ;} cn 04X0!2 A 0 20 FEET PROJECT N0: D91023 DESIGNED BY: S. SOVERS NO DATE SY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(83740.52 aEEr NO. PROJECT GATE: DRAWCHECKED BY: BY: S. SOVERS CAO DATE: 2/21/2012 1:35:53 PM DRAWN �Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.06 CAD FILE, %:\CR\IE\2009\091@3\CAD\Plena\W1023106.aM IOWA CITU, IOWA JOINTING, GEOMETRIC &STAKING LAYOUT 1, i STA. 21.11.56 ((OYER MUSCATINE ROAD) = TA I STA. 132.94.31 (SYCAMORE STREET) P VW i o STA. 132.05.02 ($YLAMDRE STREET) _ VSEE L.IB 6 L.19 FOR COMPLETEs STA. 126.85.63 BIIGHLAND AVENUE) M GEOMETRIC & STAKING INFORMATION - P.0.5.,. ].0] AHO. P.I. STA. 132.00.35 (SYCAMORE STREET/ = \ P.O.T. STA. 12 •79.51 (NIGILAND AVENUE) Y O0 90°5'56.47' 89°54'3.53" 0 0 0 0 + + + + +t STA. 21+28. ) 62.17' LT= Lf)N J` ON N 6225 LT iELEVCH %167 N N LOWER MUSCATINE MATCH Ex015i17. 1NG FL ELEV.= 695.32 FG STA. 24 3 1 15 55.52' LT ST . 5.39.17 52.63' LT= ROAD STA. 21518.81 (LOWER MUSCATINE ROAD) _ CENTER F 10' RADIUS MA C E STING STA. 20+)5.38 45.50' LT (140 -STA. 1;5;12ERICAN\ 60+ . M AM Ih PT F EV.= 695.16 FG E EV.= 94.92 STA. 160+45.12. 19.50' LT (Sfll STA. 21.65.35 45.50' Li (MLP- KIRKWOOD ENTRANCE) \ STA. +61.1]. 52.1 LT CENTER OF 25' RADIUS STA. 160.15.57. 40./6' RT (SRI STA. 23.92.12 46.00' 22,0' E%I STING 1/ PT FG ELEV.= 695.02 O CENTER OF 25' RADIUS CENtER OF IO' RADIUS m © I FG ELEV: 69/.81 I/ Pt FG ELEV.= 694.98 j( PT FG ELEV.= 691.94 O I/ PT F ELEV.= 695.60 I� PT ELEV.= 695.58 I/A PT FG ELEV- 695.71\pP + 6 O - - °/ PT F LEv.= 695.52 0 © � 1 � i 3AI 5 9 + S' SIDEWALK - TYPE 'C" JOINT 8' O.C. TYP. N N Nk LOWER MUSCATINE ROAD o K - iO - K 2 KT -2 in py ar ur 11.1' 14.1' 15.W V .0' TYP. KT -2 (TYP.1 KT -217 YPJ A. 26+ .SO 0 0 ' - 5 A. 20+5 .85 ST M-55.85-/ISTA. 23 20.00-1- - L-2 (TYP.) L-2 (TYP.) �i X1 O KT -2 KT- Kt- Ki 2 I 14 KT- Ki- -IT KT -2 r- n 0 r `-�• 10:1 nt 1APER1 4' STYPEALK - TY"C" JOINT 1' O.C. TrP. STA. 20+69.95. 55.50' RT (ML) -4 TY m �' I+ , + 3 ++ �, STA. 1324 ].36. 53.50' LT (SR) 5Q in 12. ® 1 CENTER OF 35 RADIUS IIA PT FG ELEV.- 695.00 O w I REFER i0 260' I ..•� .-.., 6• 6� REFER TO Y.03 \ 4 PT FO ELEV.= 695.1] ` / / ._ [t3 PT FG ELEV.- 695.34 © 22+54.00. 08' RT 3 3' "'49 p FG E = 697.55 ER T MATCH E TING REFER TO Y. ._) V2r 'o-O' 2• REFER TO FG 5169].]60.5 Y.03 11 `.a. Al L E%ISTil1 STA: U1.06 65' LT \ O g ® BTA. 22+31.22. 32.1)' Ri B E IUB BTA. 1264 11.50' LT /S RC �' �- STA. 22.33.2 1. 51 RT CENTER OF 10' RADIUS PT FG ELEV. .63 O FG ELEV.= 69].] BTA. 1 • ./5. 13.50' Li /BRI ♦'O LENT 0 25' RADIUS V- O MATCH E%1ST STA. 130+9).3), 33.00' LT Q STA. 23.92.12 36.00' LT STA. 25+69.10, 36.84' LT . P FG ELEV6%.82 •L i O STA. 22.2].)9 .08' RT TA. 21.00.3% 45.46' LT 040m 0 FG ELEV.= 698.)11 BEGIN 10' RADIUS BACK OF SIDEWALK, 4 T FG ELEV.= 6%.02 Y,t' M1 FG ELEV.= 3. STA. 160+45.42, 24.50' LT (SR) FG ELEV.= 695.56 FG ELEV. 695.53 T FG ELEV: 6%.22 ty �` C, '9. MATCH E NG BEGIN 25' RADIUS 130-811.337, 33.00' LT 5.9)'LT STA. 25+73.29. 36.00' LT a O ELEV.= 6%.06 1 ® FGA. ® END g RADIUS q BACK OF BIDEYALK, STA. 131.50.00, 18.50' RT FG.ELEV: FG ELEV. 695.56 +r a ENO 25:1 TAPER OO 0+]23 - 019546 LL TTT f 41_R 130+Z5.15, 14.00' LT 6%.83 6 STA. ENO 2 + DIUS STA. MATCH EXISTING ® STA. 2401226 RADIUS LT 11 25-72.50, Li V•t �� FG ELEV. 94.89 CENTER FGSTA.0.50' ° IU .? \M1 14 STA. 129.98.61, 16.50' LT FG ELEV.= 695.48 RT STA. 20.69.4 0.50' RT (MLk SAWCUT STA. 24.21.23. 11.45' LT fGAELEV•5t695.451.66' ' \ O ?S. STA. 132+81.84, LT (SR) MATCH EXISTING ® CENTER OF Z' RADIUS NO ry O \9 .4]' BEGIN 35' RADIUS Q STAM.T q+98.61. 16.50' RT FG ELEV.= 695.4 23-62.85, 43.44' RT 2 STA. 131.00.00 16.50' RT FG ELEV.= 694.83 STA. 24+14.14, 53.60' LT FGA. 7. BEGIN 25:1 TAPER 0= MATCH EXISTING ® CENTER OF 2' RADIUS 41 STA. 23+)8.)9. 42.61' R, OI ' IT 16 STA. 130.25.15. 16.50' RT 1h PT FG ELEV.= 695.68 FG ELEV.= 695.)26 ^.p STA. 130+83.53. 16.50' RT STA.STA 13201).36,498 SO SAWCUT BEGIN CONSTRUCTION 35' RADIUS MATCH E%/STING STA. 24.16.23. 53.59' LT BTA. 24+01.4]. 4].9/' RT STA. 126+46.63, 41.50' (SRC 2 V.=667.86.ENO FG ELEV.= FG ELEV.= 695.51 ® CENTER OF 2' RADIUS FG ELEV.= 696.08. STA. 131•72.60. 43.50' T (SR) MATCH EXISTING STA. 22+46.00. 4].13' RT I1 FIT FG ELEV.= 6%.66 STA 24+41.85, 42.00' RT CENTER OF 25' R IU 05 STA. 132+60.00, 6.29' LT CENTER OF 82' RADIUS 46 O FG ELEV.= 695.62. 1/ PT FG ELEV.- 6 .83 C, CENTER OF 28'RAOIUS 21+44.73. 59.31' RT RL)= 3 STA. 2/+28.15. 55.55' LT RADIUS STA. 21+62.85, 42.00' RT �/w PT FG ELE 696.)6 °Y STA. 126+71.05 36.14' LT (SRC 1 ® BT . 2+2ADIU 18.50' RT (SR) ENO OF 10' 1h pT FG ELEV: 695.55 Q FL ELEV.= 695.831 3f PT FG EL 6%.80 aQ• + \� `s/- `sf C 6 BTA. 132.3].45. 18.50' LT (SR BEGIN 25' RADIUS BEGIN RADIUS FG ELEV. 96.14 1 OSIDEWALK.® STA. 21+48.]0. 48.50' Li 4 58. 72' RT fit+ TA. 131.50.00. IB.50' LT \ 9 '/ FG ELEV.= 695.66 BACK OF FG EV.2 la92. FG ELEV.= 698.3]: ' 25:1 TAPER >1 F � 1 550 RFITf1(SR) 6%.2 FG ELEV. 6%.28 STA 25.30 91. 58.72' RT BTA. 1 +80.38 16.50' RT STA. 131.00.00. 16.50' LT Q F STA. 126.46.63. 16.50' LT (SR)= STA. 1]2*28.38. RAO ® STA. 24+12.50, 20.50' LT FG ELEV.= 698.65: BE61N TRULTION END 25:1 TAPER STA. 130.83.51 16. LT STA. 132+18.09, 39.)2' LT (SRI ENO 25' RADIUS CENTER OF JO' 1/4 Pi FG ELEV: 696. FG ELEV.= 694.52 _ FG ELEV.= 8.24. BEGIN CONSTRUCTION FG ELEV.= 696.41 Y2 PT FG ELEV. 6%.92 ® NOTES. STA. 24+50.00, 33.00' LT ALL ELEVATIONS ARE FORM GRADE OR TOP OF MATCH STING FG ELEV.= 69).86. I6 STA. 132.28.88. )).00' LT '' PT FG ELEV.= 695.81 FG ELEV.= 694.46 SLAB UNLESS NOTED OTHERWISE. 12 TE E.1,TING 08 CENTER OF 48'RADIUS ® STA. 21+73.41. 20.50' RT (ML)= STA. 25+10.79, 48.50' LT CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. 1 STA. 12 16.50' LT BTA. 132+61.01. +64.04 Rt (SRI BACK OF SIDEWALK. .3 16.0' O RT (SRI- ENO 25' RADIUS ELEV: 695.22 NOTIFY ENGINEER IF ELEVATIONS ARE I BEGIN CON TION FG EV.- 6 8.031 REFER TO x.05 Q STA. 126+46.63 16.50' STA. 131.91.96. 39.72' LT (SR) FG ELEV.= 6%.69 DIFFERENT +10 IT THAN SHOWN. "CO" TC EXISTING (y` - O 15 BEGIN 25' RADIUS FG ELEV. 696.97 ® STA. 21+65.35, 20.50' RT IN P %4.433.00' FG EL TYPICAL TRANSVERSE JOINT SPACING 15 115'. 1. STA. 130+64.17 K \ STA. 160.20.57. 40.50' RT (SR) STA. 25.29. 4.74' LT BEGIN SIDEWALK STA. 126+71.05. 36.14' RT (SRI= 10 BEGIN 25' RADIUS ®DO BACK OF SIDEWA STA. 131•)2.60. 18.50' LT (SR) FG ELEV: 695.69 FG ELEV.= 695.32 [ 0 20 O .(, EN 25' RADIUS ® STA. 21150 4]. 43.14' LT V4L)= STA. 25+31.1). 52.58' LT FEET ELEV: 696.91 / STA. 160.13.16. IS.SB' RT ($R) © CENTER OF 8' RAOIUB 14 ENDE 25' RA69S 46 1/1 PT FG ELEV.= 6q5.12 \ PROJECT NO: 091023 BY:S. NO DATE BY REVISION DESCRIPTION STP -U-3715(637)-70-52 SHEET N0. MRS LOWER MUSCATINE ROAD IMPROVEMENTS CDESIGHECKED PROJECT DATE: cIECXEO Bv, B. SOVERS CAD DATE. 2/21/2012 1,35:55 PM ORAwN Br: Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.07 CAD FILE: %:\CR\IE\2009\091023\CAO\Plana\09I023_LW.aM1t IOWA CITY, IOWA JOINTING: GEOMETRIC & STAKING LAYOUT N n 00+[91 X10 1 Rlri � A 4 ijly— + O O v C N o (TYP.) a BT -1 in (TYP.11 0 PCC iN ^(T YP.) I o O% CONSTANT 1` CROSS SLOPE o\fes �i P� CONSTANT X00 CROSS SLOPE tA0 CROSS SSLOPE CONSTANT CROSS SLOPE 1.05x � 1 FOT� O O I O + + + + + + N tSEE LIR & L.19 FOR COMPLETEI ~ MIOAMEPICAN\K IRNM000 ENTRANCE (JOINTING. GEOMETRIC & STAKING INFORMATIgN O LOWER MUSCATINE ROAD Fol n1 CONSTANT CROSS SLOPE c� n 4 CONSTANT CROSS SLOPE O"~ \ \ 0 20 O F� I �\ I PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO GATE BY REVISION DESCRIPTION Foth STP -U-3715(637)-70.52 SHEET N0. PROJECT OATS DESIGNE BY: S. MYERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/2112012 1:3566 PM OR AMN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.08 CAO FILE: A:\CR\IE\2009\091023\CAD\Plana\091023103.aNt IOWA CITY. IOWA JOINTING, GEOMETRIC & STAKING LAYOUT z 0 z i 10 LL z X20.50S'0=6 .OS;/ 1.05% CONSTANT CROSS SLOPE o O% CONSTANT 1` CROSS SLOPE o\fes �i P� CONSTANT X00 CROSS SLOPE tA0 CROSS SSLOPE CONSTANT CROSS SLOPE 1.05x � 1 FOT� O O I O + + + + + + N tSEE LIR & L.19 FOR COMPLETEI ~ MIOAMEPICAN\K IRNM000 ENTRANCE (JOINTING. GEOMETRIC & STAKING INFORMATIgN O LOWER MUSCATINE ROAD Fol n1 CONSTANT CROSS SLOPE c� n 4 CONSTANT CROSS SLOPE O"~ \ \ 0 20 O F� I �\ I PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO GATE BY REVISION DESCRIPTION Foth STP -U-3715(637)-70.52 SHEET N0. PROJECT OATS DESIGNE BY: S. MYERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/2112012 1:3566 PM OR AMN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.08 CAO FILE: A:\CR\IE\2009\091023\CAD\Plana\091023103.aNt IOWA CITY. IOWA JOINTING, GEOMETRIC & STAKING LAYOUT U Co - +09.26 REFER TO Y.05 1 STA. 26+28.05, 28.00' IT © STA. 150•79.49. 30.00' LT STA. 27•06.88. 20.50' RT (ML)= 19 STA. 26.99.49, 69.73' LT STA. 26+69.30 (LOWER MUSCATINE ROAD) _ BEGIN SIDEWALK TAPER FG ELEV.= 6%.28: STA. 151+49.51. 37.54' RT (SR) MATCH EXISTING. FG ELEV.= 693.061 LOWER MUSCATINE STA. 151•70.00 (DEFOREST AVENUE) ENO 25' RADIUS ROAD O STA. 26+38.00, 28.60' RT ] STA. 150+59.49. 30.00' LT FG ELEV.= 695.27 ® STA. 26+99.30, 49.80' LT ENO SIDEWALK TAPER FG ELEV. 696.40. MATCH EXISTING. FG ELEV. 693.]]1 STA. 26+94.78. 28.00' RT O STA. 26+31.]], 20.50' RT (MLI= O STA. 150•73.95. 30.00' RT SIDEWALK ® STA. 26+96.80. 49.81' Li STA. 151.49.47. 37.52' LT (SR) FG ELEV. 69].111 FG ELEV. 693.761 89°57'22.44" 90°2'37.56" BEGIN 25' RADIUS 14 STA. 27•05.53. 27.50' RT FG ELEV.- 694.89 STA. 151+02.86. 30.00' RT BEGIN SIDEWALK TAPER STA. 26+93.06 64.35' LT 0 FG ELEV.= 696.97. ® CENTER OF 4.0' RADIUS o PT FG ELEV.= 69J.19. STA. 115 4 R ( 51+24.47,3J.50'LTn(R4 682' LT SR-) STA. 26.81.]]. 45.50' RT M)- FGE ELEV.= 694,3 1f4 CENTER OF 25' RADIUS,STA. 151+24.51, 12.50' RT (SR) STA. 27•21.8549.47' LT 1/ PT FG ELEV,= 694.95 BEGIN 25' RADIUS 1, FC. ELEV.= 694.36. ® FG ELEV.= 693.861 v2 PT FG ELEV: 695.01 FG ELEV.= 695.26 MATCH EXISTING, 3i Pi FG ELEV.= 695.07 STA 27-06.08, 45.50' RT MLI= STA. 26+43.67 70.76' LT ® FGAELEV•22692.911 IS' LT STA. 26.56.77 45.50' RT (ML)-- STA. 151+24.51, 37.50' RT (SR) (5 MATCH EXISTING, FG ELEV. 693.081 O END 25'1RADIU6 12.50' LT (SR) ti PTE FG E ELEV.- 91US 5 26 1 STA. 26.50.0]. 65.14' LT ® FGAELEV.z 693.041 91' LT FG ELEV. 695.13 I/A PT FG ELEV.= 695.2] ® CENTER OF 4.0' RADIUS ii PT FG ELEV.= 695.27 I/4 PT FG ELEV.= 693.06 ® STA. 27+38.80. 51.]3' LT FG ELEV.= 694.301 :0mi 8 KT -2 O 1� ry j Ih 14 1 C I ryxP.l TVP.NY 1� .34104 05 x Y 10 c SII O m o m 0 +10.0 1 + I L- 12.5' 12.5' 1 I -I Q 28.9' CO REFER TO Y.05 1 (TYP.) (TYP. RD l RO I I STA. 150+48.65 1 BEGIN CONSTRUCT(( FG ELEV.= 695.871 MATCH EXISTING IFIG A 150.48.65. 12.50' 1 G N CONSTRUCTION LEV.=695.83± EK K T H EXISTING 1 O O + N MO CK) REFERITO Y.04 dOo LOWER MUSCATINE ROAD KT -2 SIDEWALK - TYPE "C" JOINT 4' O.C. TYP. ®STA. 27+70.50. 48.78' Li F ELEVIY 694.631 ® SAM54.88, 58.70' LT NSTRUCI ION F = 694.66 PATCH E STING STA. 28+54.74, 40.34' LT �6 ELEV.= OX6.0 F 4, 0.50' LT 7 M0'R OIUS PT FG ELEV.= 695.98 6' SIOWLK - TYPE "C" 'JGkT 6' O.C. TYP. ®STA. 28+34.74, 20.50' LT ENO OF 20' RADIUS PT FG ELEV.= 695.91 ©STA. 29+11.75. 20.50' LT BEGIN 20' RADIUS FG ELEV.= 6%.25 STA. 29+11.75. 40.50' LT CENTER OF 20' RADIUS 111 PT FG ELEV: 696.19 ®STA. 28+91.83. 38.67' LT ENO 20' RADIUS FG ELEV.= 6%.13 STA. 28+90.02, 58.40' Li BEGIN CONSTRUCTION FG ELEV.= 694.58 MATCH EXISTING STA. 29+76.83, 20.50' RT 41 BEGIN 15' RADIUS FG ELEV. 696.00 6TA, 29•76.83. 35.50' RT CENTER OF 15' RADIUS 1/2 PT FG ELEV.= 6%.04 STA. 29+91.83, 35.50' RT ENO IS' RADIUS FG ELEV: 696.22 8' SIDEWALK - TYPE 'C" JOINT 8' O.C. TYP. STA. 29+85.83. 38.50' R1� ENO CONSTRUCTION FG ELEV.= 696.04 STA. 29.04.28. 38.50' RT FG ELEV.= 696.53 QSTA. 28.22.72. 38.50' RT. BEGIN CONSTRUCTION FG ELEV.= 97.02 STA. 28+22.72. 59.00' Ri BEGIN CONSTRUCTION FG ELEV: 697.17 MATCH EXISTING STA. 29.83.33, 59.00' RT FG ELEV.= 695.73 MATCH EXISTING ®STA. 29+94.33. 59.00' RT FG ELEV.= 696.73 MATCH EXISTING QSTA. 29+94.33. 46.50' RT FG ELEV. 696.43 MATCH EXISTING ®STA. 30+46.36, 46.50' RT FG ELEV.= 696.28 ®ST, 30+47.86 45.17' RT BEGIN 8' RADIUS FG ELEV.= 696.27 STA. 30+53.83 39.86' RT CENTER OF 8' RADIUS 1/2 PT FG ELEV.= 696.23 0 ®51A. 3U+bU.BJ MI CENTER OF ISRA y2 PT OF ELEV: 695. ®STA. 30.60.83. 20.50' RT END 15' RADIUS FG ELEV.= 695.58 ACJ _J 4S ARE FORM GRADE OR TOP OF NOTED OTHERWISE. b4URIFY TIE-IN ELEVATIONS. !E LEVATIONS ARE DIFFERENT THAN SHOW� TYPICAL TRANSVERSE "CW SPACING IS IS'. PROJECT N0: 091023 CHECKED BY: S. SI)VERS NO GATE BY REVISION OFSCRIPTION Fot h STP•U-3715(837)-70-52 PROJECT DATE: DESIGNED BY: S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS CAO GATE: 2/21/2012 1:35x7 PM DRAWN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.09 CAD FILE: X:\CR\IE\2009\091023\CAO\Plain\091023109.Lbt IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT O O n N �---1 — LOWER MUSCATU CONSTANT CROSS SLOPE CONSTANT CROSS SLOPE o� N g� A o� m m o i' -i "l • lO z•zz� Cal 8 3' �I X95 � m i I m m I � I zoN O iNl I u� O mN O V � 0 \ I ww y 150+00 LOWER MUSCATU CONSTANT CROSS SLOPE CONSTANT CROSS SLOPE N Q N �^ m m i' -i "l m Cal � m m m I � O O O 0 0 0 rD ww 150+00 A TF� CO O' O N CO N N M M PI j STA. 119 82.50 21.00' RT CD O ILLY CENTER OF 5'a5' PCC O O D 0< $IOENALK PASSING AREA MATCHLINE q� CONSTANT CROSS SLOPE n� PROJECT N0: 09IW3 DESIGNED S. SOVERS NO GATE bl 11 CONSTANT CROSS SLOPE STP -U-3715 83 70-52 SHEET ND. Y- PROJECT NATE: CHECKEDDESIGNE BY: S. SOVER3 CAO DATE. 2/21/2012 1:35:59 PM DRAWN BY: ry1 ° *Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.10 CAO FILE: %:\CR\IE\2009\091023\CAD\Plam\091023110.aM. 107 I Wo z m m m m � m m m I � f ww 150+00 A TF� CO CC O O Z 0�1 EEEETT 2�I0 F� j STA. 119 82.50 21.00' RT CD O ILLY CENTER OF 5'a5' PCC O O 0< $IOENALK PASSING AREA MATCHLINE SEE RIGHT PROJECT N0: 09IW3 DESIGNED S. SOVERS NO GATE BY REVISION DESCRIPTION STP -U-3715 83 70-52 SHEET ND. Y- PROJECT NATE: CHECKEDDESIGNE BY: S. SOVER3 CAO DATE. 2/21/2012 1:35:59 PM DRAWN BY: *Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.10 CAO FILE: %:\CR\IE\2009\091023\CAD\Plam\091023110.aM. IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT 28.9' ---r 15.0' STA. MATCH EXISTING 001,14, •93.q O O + E+l ) V 6' O.C. TVP .Ll[NJ�ikL Rf9 LF AND )41 CENTER OF 35' RADIUS' �]A PT FG ELEV.= 693.49 vz PT FG ELEV.= 693.60 3i PT FG ELEV: 693.71 BEGIN 10:1 TAPER FG ELEV: 693.55 PT FG ELEV.= 693.89 PT FG ELEV.= 693.69 FG ELEV.= 695.42 MATCH EXISTING IF ROAD WA iA 'ry., On, I &Wl 8' SIDEII; TYPE "C" JOINT 8' O.C. TYP. LOWER MUSCATINE ROAD STA. 36+49.89, 53.76' LT CENTER OF 3' RADIUS STA. 36.50.40. 56.72' LT STA. 32.43.38. 56.00' LT STA. 33+88.01, 37.81' RT FG ELEV: 695.28 0 FG ELEV.= 695.20 END 35' RADIUS MATCH EXISTING MATCH EXISTING EGIN 6.2' RADIUS ELEV.= 694.82 STA. 36.54.35. 66.59' LT O STA. 32•72.31. 56.00' LT ® FG ELEV.=694.]9x FG ELEV: 695.27 10 STA. +84.9] 45.93' RT MATCH EXISTING MATCH EXISTING CENTER 6.2' RADIUS V, IT FG : 695.30 STA. 36•]9.9]. 56.63' LT O STA. 34+11.76. 47.53' LT OMI ® FG ELEV. 694.21t STA. 170+40.32. 2].50' LT (SR) O STA. 33•79.58 0' RT MATCH EXISTING BEGIN 35' RADIUS END 6.2' RADIUS FG ELEV.- 693.97 FG ELEV.= 695.]] ® STA. 34+80.]0. 34.50' RT Si A. 33]9.12. 60. V' Li MLk STA. 33+)).31. 50.05' RT SIDEWALK STA. 1)0.10.32. 62.50' LT ISR) FG ELEV.= 695.52x STA. 3).53.34, 35.29' RT CENTER OF 35' RADIUS MATCH EXISTING BEGIN LURE AND GUTTER Y4 PT FG ELEV.= 693.9) ELEV.= 695.49x 1/4 PT FG ELEV.= 693.91 STA. 34.98.68. 20.50' LT (MLk 5 +53.32. 43.)9' RT 3i PT FG ELEV.= 693.88 STA. 1]0.16.63. 66.89' RT (SRI MAT TING, BEGIN 35' RADIUS FG ELEV. 41 STA. 33.82.60. 25.]4' LT (MLI= FG ELEV. 693.38 STA. 1]0.09.10. 16.68' LT ($R) STA. 3)+81.34, RT END 35' RADIUS 14 STA. 34+64.69, 64.]1' LT (MI ® END CURB AND GUTTE . BEGIN 10.1 TAPER STA. 170+74.83. 16.95' RT ISR) FG ELEV. 695.951 FG ELEV. 693.86 EIA 35' RADIUS BEGIN 10:1 TAPER ® STA. 37+81.32. 43.87' RT © STA. 34+03.58, 46.05' LT (MLP FG ELEV. 693.82 MATCH EXISTING STA. 170+37.10. 31.72' LT (SR) FG ELEV: 695.751 CENTER OF 13' RADIUS STA. 34.82.94. 42.03' LT OMI STA. 170+61.35. 44.66RT (SR) STA 33.9383 4245' LT IMLk SIDEWALK ? � 0 0 20 Q STA. 170+30.22 . 39.51' LT SRI SIDEWALK 20.50' RT STA. 335' 1� STA. EV'=6.14. 65.43' LT FG ELEVX 696.221 MATCH EXISTING ING 0 9 FEET 11.3 Q 7RAUIUS DNOTIFYIFFER ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SHOWN. STA. r CENTE�/ MATCH EXISTING ING TING PT L.. PT FG ELEV.- 694.12 PT FG ELEV.=-694.23 - - - .Ll[NJ�ikL Rf9 LF AND )41 CENTER OF 35' RADIUS' �]A PT FG ELEV.= 693.49 vz PT FG ELEV.= 693.60 3i PT FG ELEV: 693.71 BEGIN 10:1 TAPER FG ELEV: 693.55 PT FG ELEV.= 693.89 PT FG ELEV.= 693.69 FG ELEV.= 695.42 MATCH EXISTING IF ROAD WA iA 'ry., On, I &Wl 8' SIDEII; TYPE "C" JOINT 8' O.C. TYP. LOWER MUSCATINE ROAD STA. 36+49.89, 53.76' LT CENTER OF 3' RADIUS STA. 36.50.40. 56.72' LT STA. 32.43.38. 56.00' LT STA. 33+88.01, 37.81' RT FG ELEV: 695.28 0 FG ELEV.= 695.20 END 35' RADIUS MATCH EXISTING MATCH EXISTING EGIN 6.2' RADIUS ELEV.= 694.82 STA. 36.54.35. 66.59' LT O STA. 32•72.31. 56.00' LT ® FG ELEV.=694.]9x FG ELEV: 695.27 10 STA. +84.9] 45.93' RT MATCH EXISTING MATCH EXISTING CENTER 6.2' RADIUS V, IT FG : 695.30 STA. 36•]9.9]. 56.63' LT O STA. 34+11.76. 47.53' LT OMI ® FG ELEV. 694.21t STA. 170+40.32. 2].50' LT (SR) O STA. 33•79.58 0' RT MATCH EXISTING BEGIN 35' RADIUS END 6.2' RADIUS FG ELEV.- 693.97 FG ELEV.= 695.]] ® STA. 34+80.]0. 34.50' RT Si A. 33]9.12. 60. V' Li MLk STA. 33+)).31. 50.05' RT SIDEWALK STA. 1)0.10.32. 62.50' LT ISR) FG ELEV.= 695.52x STA. 3).53.34, 35.29' RT CENTER OF 35' RADIUS MATCH EXISTING BEGIN LURE AND GUTTER Y4 PT FG ELEV.= 693.9) ELEV.= 695.49x 1/4 PT FG ELEV.= 693.91 STA. 34.98.68. 20.50' LT (MLk 5 +53.32. 43.)9' RT 3i PT FG ELEV.= 693.88 STA. 1]0.16.63. 66.89' RT (SRI MAT TING, BEGIN 35' RADIUS FG ELEV. 41 STA. 33.82.60. 25.]4' LT (MLI= FG ELEV. 693.38 STA. 1]0.09.10. 16.68' LT ($R) STA. 3)+81.34, RT END 35' RADIUS 14 STA. 34+64.69, 64.]1' LT (MI ® END CURB AND GUTTE . BEGIN 10.1 TAPER STA. 170+74.83. 16.95' RT ISR) FG ELEV. 695.951 FG ELEV. 693.86 EIA 35' RADIUS BEGIN 10:1 TAPER ® STA. 37+81.32. 43.87' RT © STA. 34+03.58, 46.05' LT (MLP FG ELEV. 693.82 MATCH EXISTING STA. 170+37.10. 31.72' LT (SR) FG ELEV: 695.751 CENTER OF 13' RADIUS STA. 34.82.94. 42.03' LT OMI STA. 170+61.35. 44.66RT (SR) STA 33.9383 4245' LT IMLk SIDEWALK ? � 0 0 20 Q STA. 170+30.22 . 39.51' LT SRI SIDEWALK 20.50' RT STA. 335' 1� STA. EV'=6.14. 65.43' LT FG ELEVX 696.221 MATCH EXISTING ING NOTES: LEELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. FEET RAD BEGIN 35' RADIUS FG ELEV.= 694.09 Q FTA. EV.m 664. 62.65' LT FG ELEVX DNOTIFYIFFER ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SHOWN. MATCH EXISTING ING TING TYPICAL TRANSVERSE "CD" JOINT SPACING IS IS'. PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: RECKED BY: 6. SOVEfl6 cn0 DATE: 2/21/2012 1,3600 PM DRAWN Br, CAO FILE: %:\CR\IE\2009\091023\LA0\Plana\091023-LII.At No DATE fir REVISION DESCRIPTION *Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY. IOWA STP -U-3715(637)-70.52 LOWER MUSCATINE ROAD JOINTING, GEOMETRIC & STAKING LAYOUT FET .11 00., 1`r 0 0- 0 1 2 X 1,4 A CONSTANT CROSS SLOPE — I CONSTANT CROSS SLOPE 4S °°* IO a LOWER MUSCAT CONSTANT CROSS SLOPE N ?I CONSTANT CROSS SLOPE °0+000 0000*0002eys1pd O l 1 ouzo P� i PROJECT NO: 091023 ESIB D BY: 5. SOVERB NO DATE BY REVISION DESCRIPTION STP -U-3715(637)-70-52 SHEET NO. PROJECT DATE: X CNEO BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/21/2012 1:36:01 PM ORANN Br: *Foth FROM KIRKWOOD AVENUE TO I ST AVENUE LOWER MUSCATINE ROAD L.12 CAO FILE: %:\CR\IE\2009\091023\CAO\Plans\W1023112.zNt IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT C O A. ]8.00.31. 44.09' LT T3 STA. 40+21.96, 87.81' LT (MLP NTER OF 5' RADIUS STA. 185+30.90. 80.35JST' LT (SR) 81 CENTER OF 47.91' RADIUS FGAELEV, 693.29s 72' LT 1 STA. /O.68./6. 69.36' RT P1L)= © STA. 1.3.86.92. 22.50' LT (5R1 82 STA. 38+10.25, 62.41' LT END 50' RADIUS 9 FG ELEV.= 693.11• FG ELEV.= 695.41 / MATCH EXISTING 1 STA. 183+07.48. 48.06' LT 80 STA 38+34.49, 52.73' LT © FG ELEV.= 696.711: G) ED, ELEV.=693.341 MATCH EXISTING 2A / MATCH EXISTING STA. 183+21.56, 49.31' LT A FGELEV.--ri3693.381 91' LT FG 13 MATCH EXISTING 6,6.171 EXIS ING MATCH EXISTING STA. 183.19.58. 107.13' LT 11 FG ELEV. 696.981 © STA. 38+52.83, 42.60' LT MATCH EXISTING FG ELEV: 693./01 STA. 38+38.64, 42.96' LT Q STA. 183.01. 105.68' LT / o CENTER OF 5' RADIUS FG ELEV. 691..p0001 STA. 40+78.65. 76.00' LT (MLN- STA. 183+02.89. 92.59' LT O I6 STA. 185.28.67. 22.50' LT (SRI CENTER OF 5' RADIUS BEGIN 60' RADIUS STA. 183+05.47, 88.51' LT / FG ELEV: 693.60 Q ENO 5' RADIUS STA 40+25 41 26 02' LT (MLC FG ELEV.= 691.271 N 14 STA. 183.06.78. 86.48' LT FG ELEV.= 696.731 MATCH EXISTING 19 STA. 182.99.03. 103.31' LT FG ELEV, 691.621 MATCH EXISTING ®STA. 183.09.33. 112.63' LT FG ELEV, 697.081 MATCH EXISTING ©STA. 182.95.94. 132.30' LT FG ELEV.= 696.321 MATCH EXISTING ®STA. 182+85.73. 123.18' LT FG ELEV. 696.901 MATCH EXISTING STA. 41.15.59, 84.74' RT (ML)= STA. 183+69.58, 22.50' RT ISR) BEGIN 55' RADIUS FG ELEV.= 695.86 STA. 41.65.00, 26.50' RT (MLC STA. 184+31.01. 73.83' RT USED END 55' RADIUS BEGIN 10:1 TAPER FG ELEV.= 694.69 ®STA. 42+25.00, 20.50' RT END 10:1 TAPER FG ELEV. 695.10 © STM. Eh 0FAO 41810 R 20 55 50' RT © HATCH EXISTING STA 41+47w2Ow 659500 FG LR V.= 69% BEGIN 2.5' CURB AND GUTTER 0 STA. 41.47.25. 72.00' .T MATCH EXISTING. FG Al.= 1� Q MTA. N K /.917 72.00'LRV.= 697.201 ®STA. /1.8 .3 5600' RT MATLIT % VMG. F EL V.= Pl.111 - TYPE "C" 0 TA 41x8] 2 55.12' IT CENT8ER O1RADIUS yk POINT FG ELEV: 696.63 ® 0LRTTH 0 M V : 69 51 ©STA. 42,02.92, 43.50' RT MATCH EXISTING. FO ELEV.= 696.94 34 9TA. 4� 08.94 61.00' RT FCTtF4% NG. FG ELEV.= 697771 3 STA. 41.98A4 1 5 ' RT 1/, POINTFTLEV.=� 1/i POINT FG ELEV: 691.70 ©TA. 4 +9 .94 02 W RT -_ N AOIUS _ 1j2 POINT FG ELEV.= 699.20 ©TS A. 41+89.44. 112.00' RT MMAi H� X INC. F�(3 G E.m q4. JB STA. 42+08.94 1FG E12.00LEV.= ' RT 99.641` MATCH E%ISTING. 39 STA 42.40.94, 67.00' RT MATCH EXISTING. FG ELEV: 698.191 ®4 STA 12+40.94 _q4.00' -1 MATCH E%IS ING. FG ELEV. 1W.22. 11 / BEGIN15' RADIUS. FG ELEV.= 697.17 ®STA. 42.35.21. 28.50' RT CENTER OF 15' RADIUS, V2 POINT FG STA. 42.50.21.28.50' RT A3 END 15' RADIUS. FG ELEV. 695.87 44 STA. 42.47.94. 87.00' RT FG ELEV. 699.06 STA. 42.52.94. 74.50' RT CENTER OF 5' RADIUS. Y2 POINT FG ELEV: 698.62 STA. 42.68.94. 74.50' RT \ CENTER OF 5' RADIUS. ITER OF 60' i PT FG ELEV.= PT FG ELEV.= PT FG ELEV.= RADIUS 693.90 NOTES: RADIUS STA. IBI+75.47. 68.95' LT (SRI OA)TJ•lJ'7'fO. V?^J SLAB UNLESS NOTED OTHERWISE. ENO 60' RADIUS CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. STP -U -3N5(637)-70-52 LOWER MUSCATINE ROAD NOTIfY ENGINEER IF ELEVATIONS ARE FG ELEV.= 693.0 DIFFERENT THAN SHOWN. TYPICAL TRANSVERSE "CD" JOINT SPACING IS 15'. 694.83 6219/REFER TO Y.04 CENTER OF 45' RADIUS N 14 STA. 183.06.78. 86.48' LT FG ELEV.= 696.731 MATCH EXISTING 19 STA. 182.99.03. 103.31' LT FG ELEV, 691.621 MATCH EXISTING ®STA. 183.09.33. 112.63' LT FG ELEV, 697.081 MATCH EXISTING ©STA. 182.95.94. 132.30' LT FG ELEV.= 696.321 MATCH EXISTING ®STA. 182+85.73. 123.18' LT FG ELEV. 696.901 MATCH EXISTING STA. 41.15.59, 84.74' RT (ML)= STA. 183+69.58, 22.50' RT ISR) BEGIN 55' RADIUS FG ELEV.= 695.86 STA. 41.65.00, 26.50' RT (MLC STA. 184+31.01. 73.83' RT USED END 55' RADIUS BEGIN 10:1 TAPER FG ELEV.= 694.69 ®STA. 42+25.00, 20.50' RT END 10:1 TAPER FG ELEV. 695.10 © STM. Eh 0FAO 41810 R 20 55 50' RT © HATCH EXISTING STA 41+47w2Ow 659500 FG LR V.= 69% BEGIN 2.5' CURB AND GUTTER 0 STA. 41.47.25. 72.00' .T MATCH EXISTING. FG Al.= 1� Q MTA. N K /.917 72.00'LRV.= 697.201 ®STA. /1.8 .3 5600' RT MATLIT % VMG. F EL V.= Pl.111 - TYPE "C" 0 TA 41x8] 2 55.12' IT CENT8ER O1RADIUS yk POINT FG ELEV: 696.63 ® 0LRTTH 0 M V : 69 51 ©STA. 42,02.92, 43.50' RT MATCH EXISTING. FO ELEV.= 696.94 34 9TA. 4� 08.94 61.00' RT FCTtF4% NG. FG ELEV.= 697771 3 STA. 41.98A4 1 5 ' RT 1/, POINTFTLEV.=� 1/i POINT FG ELEV: 691.70 ©TA. 4 +9 .94 02 W RT -_ N AOIUS _ 1j2 POINT FG ELEV.= 699.20 ©TS A. 41+89.44. 112.00' RT MMAi H� X INC. F�(3 G E.m q4. JB STA. 42+08.94 1FG E12.00LEV.= ' RT 99.641` MATCH E%ISTING. 39 STA 42.40.94, 67.00' RT MATCH EXISTING. FG ELEV: 698.191 ®4 STA 12+40.94 _q4.00' -1 MATCH E%IS ING. FG ELEV. 1W.22. 11 / BEGIN15' RADIUS. FG ELEV.= 697.17 ®STA. 42.35.21. 28.50' RT CENTER OF 15' RADIUS, V2 POINT FG STA. 42.50.21.28.50' RT A3 END 15' RADIUS. FG ELEV. 695.87 44 STA. 42.47.94. 87.00' RT FG ELEV. 699.06 STA. 42.52.94. 74.50' RT CENTER OF 5' RADIUS. Y2 POINT FG ELEV: 698.62 STA. 42.68.94. 74.50' RT \ CENTER OF 5' RADIUS. ITER OF 60' i PT FG ELEV.= PT FG ELEV.= PT FG ELEV.= RADIUS 693.90 NOTES: RADIUS .LLARE FORM GRADE OR TOP OF OA)TJ•lJ'7'fO. V?^J SLAB UNLESS NOTED OTHERWISE. 695.34 CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. STP -U -3N5(637)-70-52 LOWER MUSCATINE ROAD NOTIfY ENGINEER IF ELEVATIONS ARE 694.99 DIFFERENT THAN SHOWN. TYPICAL TRANSVERSE "CD" JOINT SPACING IS 15'. 694.83 ® CENTER OF 45' RADIUS / STA. 185.54.37 22.50' T .50' RT BEGIN CONSTRUCTION FG ELEV. 693.461 e © MATCH EXISTING 1 STA. 165.5 36 BEGIN SIDE LK 0 + v f1YP, T Y (i Y0 _ II(it .MLC T (SR) I'I x9.5 ".p CENTER OF 50' RADIUS Ti PT FG ELEV.- 694.13 PT FG ELEV: 694.53 PT FG ELEV: 694.95 CENTER OF AO' RADIUS 32 LF AND G I TCF 2.5' CURB AND GUTTER FG ELEV, 696.' MATCH EXISTING STA. 40.68.1 /6.44' RT 15 LF 2. CURB AND WIT R 13' h PT FG ELEV.= 694.19 1✓2 PT FG ELEV.= 693.98 N PT FG ELEV.= 693.74 O O t REFER TO FANO GUTTER CENTER OF 55' RADIUS REVISION DESCRIPTION OA)TJ•lJ'7'fO. V?^J R 1A PT FG ELEV. 695.34 STP -U -3N5(637)-70-52 LOWER MUSCATINE ROAD 1/2 PT FG ELEV. 694.99 jI PT FG ELEV. 694.83 ® CENTER OF 45' RADIUS / 5 183+36.02. 2 STRCTI .50' RT JOINTING, GEOMETRIC & STAKING LAYOUT FG ELEVX 69 .881 e © 9 1 NA CH EIS TING STA. 42-73.q4.87.00' RT 2.5' CU B AND GUTTER FG ELEV, 699.45 ®4 STA. 42.80.94. 94.00 .T MATCH EXISTING. FG ELEV: 699.721 ® /9 6200' RT MATCH EXISTING FG ELEV.= 699.121 42-75.21,RT 2 ' 8.50' ® BEGIN 15' RADIUS FG ELEV.= 696.15 STA. 41172.54. 20.50' LT (MLI= STA. 42+74.71. 35.50' LT 68 STA 184+83.00. 78.52' RT (SRI 76 ENO 15' RADIUS BEGIN 50' RADIUS FG ELEV.= 695.76 FG ELEV: 694.51 STA. 42+89.71. 35.50' LT ©STA. 41.23.15. 78.30' LT (ML)= © CENTER OF IS RADIUS STA. 185.38.09. 22.50' RT (SR) PT FG ELEV.= 695.80 END 50' RADIUS STA. 42+89 FG ELEV.= 693.53 .71. 20.50' LT 0 BEGIN 15' RADIUS ®STA. 41-73.55. 70.50' LT (MLC FG ELEV.= 695.83 STA. IB5+38.27. 73.50' RT (SH) O STA. 2003.31.38, 15.00' RT CENTER OF 41' RADIUS -SIDEWALK 9 FG ELEV. 689.851 O STA. 42.34.71, 20.50' LT MATCH EXISTING END 15' RADIUS STA. 2003.31.38. 1.00' LT FG ELEV, 695.21 FG ELEV.= 690.171 ©STA. 42.34.71 35.50' LT MATCH EXISTING CENTER OF 15' RADIUS Y2 PT FG ELEV, 695.39 81 STA. 2003.56.38. 1.00' LT STA. 42+49.71. 35.50' LT FG ELEV.= 689.971 O BEGIN 15' RADIUS MATCH EXISTING FG ELEV.= 695.56STA. 2�?i56.38. 15.00' RT OSTA. 42+49.71, 42.33' LT FG ELEVr689.651 FG ELEV.= 695.461 -MATCH BINSTING MATCH EXISTING ®«= 6%.35s4 33' LT ED ELEV MATCH EXISTING O :::71c-) G I o cn 13' SIDEWALK SLOPE TRANSITION (4.0% LONGI TUOINAL" SLOPE)•• ® 17.5' taWALK SLOPE T 6 al POINT FG ELEV.= 646.98 ® S •90.21. 43.50' EFIT ' END 1 5. FG EIEV.= 69].80 ® MATCH E'ST STING. F RT = 699.211 SIA 43+" ®4 STA. /3.63.26. 101.23' RT MATCH EXISTING. FG ELEV. 700.4 ©STA. 41.42.08, 181.85' RT MATCH EXISTING. FG ELEV.= 700./31 ©STA, 41•/3.79. 189.25' RT MATCH EXISTING. FG ELEV.= 700.801 ©STA. 41.58.77. 154.51' RT CENTER OF 5' RADIUS. ®STA. 41+60.10. 140.07' RT MATCH EXISTING. FG ELEV.= 699.771 ®STA. 41.70.02. 1/0.99' RT MATCH EXISTING. FG ELEV.= 700.231 ®6 STA. 41.75.03. 158.94' RT MATCH EXISTING. FG ELEV.- 701.251 LOWER MUSCATINE ROAD CURB AND GUTTER ©STA. 42+04.55, 143.98' RT MATCH EXISTING 63 STA. 41.99.57. 128.94' RT MATCH EXISTING 64 STA. 42.04.83. 132.78' RT MATCH EXISTING 66 STA. 42+25.55. 134.04' RT MATCH EXISTING ®STA. 42+22.36. 144.94' RT MATCH EXISTING PRWECT DA 091023 CHECKED Y: S. SOVERS PRDIECT W. CHECKED 3r: S. SOVERS CAO DATE: 2121/M12 1,3602 PM DRAWN BY: NO GATE By REVISION DESCRIPTION . ��� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U -3N5(637)-70-52 LOWER MUSCATINE ROAD SHEET 170. L.13 CAD FILE: X:CCN%E%2009\091023XCAOAPle:nA091G23"L13.4HL - IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT —w 0 O O' (7 o� CONSTANT CROSS N \' 1 W CONSTANT CROSS SLOPE ^NI O 00+9g, 0 0 O 111 00+S8[ OO+"l D 0 20 PROJECT W. 091023 DESIGNED BY: S. SOVERS JINOIDATE IBY REVISION CESDRIPTIOx STP-U-3715�637�-70.52 SHEET NO. PROJECT DATE: CHECKED BY: S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2rzlizwz 1:36:03 PH ORAVN BY: Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD L,14 CAD FILE: x:\CR\[E\2009NO91023\CAC\Pl.�,\09mz3 J,-- IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT 0 0 0 O o c� v o=/ i1 ¢ Oo 7 75: . n STA. 43+50.00, 2,50- LT OO+"l D 0 20 PROJECT W. 091023 DESIGNED BY: S. SOVERS JINOIDATE IBY REVISION CESDRIPTIOx STP-U-3715�637�-70.52 SHEET NO. PROJECT DATE: CHECKED BY: S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2rzlizwz 1:36:03 PH ORAVN BY: Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD L,14 CAD FILE: x:\CR\[E\2009NO91023\CAC\Pl.�,\09mz3 J,-- IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT L ¢ Oo LOWER MUSCATINE ROAD • N CONSTANT CROSS SLOPE ' N rv'I TRANSIT o� '' TRAN5I ION n� rv11 UNIFORM TRANSITION o� 0I I TRANSITION ^;I l CONSTANT Cfl055 SLOPE a o o O OO+"l D 0 20 PROJECT W. 091023 DESIGNED BY: S. SOVERS JINOIDATE IBY REVISION CESDRIPTIOx STP-U-3715�637�-70.52 SHEET NO. PROJECT DATE: CHECKED BY: S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2rzlizwz 1:36:03 PH ORAVN BY: Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD L,14 CAD FILE: x:\CR\[E\2009NO91023\CAC\Pl.�,\09mz3 J,-- IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT 204 LF 2.5' CURB ENO 15:1 TAPER FG ELEV.= 696.78* MATCH EXISTING IH 4 NOTES: ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. NOTIFY ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SHOWN. TYPICAL TRANSVERSE "CO" JOINT SPACING IS 15 O STA. 44+33.85. 54.18' LT FG ELEV, 695.6% MATCH EXISTING O STA. 44.34.33, 35.89' Li BEGIN 15' RADIUS FG ELEV.= 696.72 O STA. 44.19.34. 35.50' LT CENTER OF 15' RADIUS Va PT FG ELEV.= 6%.64 O STA. 44+19.34, 20.50' Li ENO 15' RADIUS FG ELEV: 696.56 O STA. 44+73.44. 20.50' LT BEGIN 15RADIUS FG ELEV.= 696.29 © STA. 44+73 35.50' LT CENTER OF IS RADIUS I,} PT FG ELEV: 696.45 O STA. 44+58.44, 35.50' LT END 15' RADIUS FG ELEV.= 696.60 STA. u44+58.44, 42.18' LT O SI,I. 6.44. Itl' LI O I®� A ER 6 10' RADIUS O W TA. 44.68.44. 52.18' LT O ENO 10' RADIUS O y CP F6 ELEV.= 695.68* QSTA, 44+33.85, 54.18' LT + FG ELEV.= 695.61* r MATCH EXISTING O STA. 44.13.94, 28.50' RT v v CENTER OF 15' RADIUS v FG ELEV, 697.77 STA. 45+10 0.50' L 1/.05 ENO 15' RADIUS. FG ELEV.= 697.00 IS P R STA. 44+13.94, 43.50' RT 14 ©BEGIN 1 698.53 FG EL 96.1 44.30.94, 72.50' RT QSTA. CENTER OF 3' RADIUS 17.5' SI WALK SLOPE y1 PT FG ELEV.= 700.00 STA. 4. 101.63' RT TRANSITI N (4.O% 5 . •25.56 MATCN E%)STING. FG ELEV= EXIST ]01.35* 8 44.30.94, 102.50' RT LONGITU )NAL SLOPE) SIDEWALK CENTER OF 3' RADIUS q 16.0' 77 © ]01.601: REFER TO Y.05 19 MATCH EXISTING. FG ELEV: 701.85* 36 3Q V2 O 701.99* ©STA. 44.64.74. 101.92' RT MATCH EXISTING. FG ELEV= 701.97* O 44+63.94, 85.81' Ri FG ELEV.= 701.10 u+ _ _ BAC)( OF SIDEWALK, ELEV.= _ CONSTAR CROSS SLOPE STA. 44+82.87. 20.50' RT 13.5' 12.4' 12.4' 12.6' FG ELEV.= 696.24 STA. 44.82.87. 35.50' RT CENTER OF 15' RADIUS YP. _ CONSTANT CROS SLOPE 8 - - 4 Ih c Yz I O 3 Q 34 28 _ STA. 45+38.02.RT BEGIN 15:1 i FG ELEV.= 3 204 LF 2.5' CURB ENO 15:1 TAPER FG ELEV.= 696.78* MATCH EXISTING IH 4 NOTES: ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. NOTIFY ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SHOWN. TYPICAL TRANSVERSE "CO" JOINT SPACING IS 15 O STA. 44+33.85. 54.18' LT FG ELEV, 695.6% MATCH EXISTING O STA. 44.34.33, 35.89' Li BEGIN 15' RADIUS FG ELEV.= 696.72 O STA. 44.19.34. 35.50' LT CENTER OF 15' RADIUS Va PT FG ELEV.= 6%.64 O STA. 44+19.34, 20.50' Li ENO 15' RADIUS FG ELEV: 696.56 O STA. 44+73.44. 20.50' LT BEGIN 15RADIUS FG ELEV.= 696.29 © STA. 44+73 35.50' LT CENTER OF IS RADIUS I,} PT FG ELEV: 696.45 O STA. 44+58.44, 35.50' LT END 15' RADIUS FG ELEV.= 696.60 STA. u44+58.44, 42.18' LT O SI,I. 6.44. Itl' LI CD :z I®� A ER 6 10' RADIUS SHEET N0. L.15 W TA. 44.68.44. 52.18' LT .-y`n S ENO 10' RADIUS y CP F6 ELEV.= 695.68* QSTA, 44+33.85, 54.18' LT FG ELEV.= 695.61* MATCH EXISTING STA. 44.13.94, 28.50' RT CENTER OF 15' RADIUS FG ELEV, 697.77 STA. 11+28.91, 28.50' RT 13 ENO 15' RADIUS. FG ELEV.= 697.00 STA. 44+13.94, 43.50' RT 14 BEGIN 15' RADIUS. FG ELEV.= 698.53 44.30.94, 72.50' RT QSTA. CENTER OF 3' RADIUS y1 PT FG ELEV.= 700.00 STA. 4. 101.63' RT MATCN E%)STING. FG ELEV= EXIST ]01.35* 44.30.94, 102.50' RT QSTA. CENTER OF 3' RADIUS Yi PT FG ELEV.= 701.47 STA. 44+36.91. 101.73' RT MATCH EXISTING. FG ELEV.= ]01.601: STA. 44+23.04, 111.73' RT 19 MATCH EXISTING. FG ELEV: 701.85* 44+36.98, 111.75' RT ®STA. MATCH EXISTING. FG ELEV: 701.99* ©STA. 44.64.74. 101.92' RT MATCH EXISTING. FG ELEV= 701.97* ®STA. 44+63.94, 85.81' Ri FG ELEV.= 701.10 STA. 44.63.94, 28.50' RT BAC)( OF SIDEWALK, ELEV.= 696.82 STA. 44+82.87. 20.50' RT BEGIN 15' RADIUS FG ELEV.= 696.24 STA. 44.82.87. 35.50' RT CENTER OF 15' RADIUS 1/A PT FG ELEV.= 696.56 ®STA. 41 34.00' RT CENTER OF US ®STA. 44.7].8]. 38. T MATCH EXISTING. FG EL 98.34* ®STA. 44.7].8]. 7].39' RT MATCH EXISTING. FG ELEV.= 700.45* STA. 45+24.18, 68.84' RT MATCH EXISTING. FG ELEV.= 700.04* ©STA. 45+36.18, 68.79' RT MATCH EXISTING. FG ELEV.= 699.72* QSTA. 45+36.22. 77.28' RT MATCH EXISTING. FG ELEV.= 699.921 QSTA. 45+24.02 15' BEGIN RADIUS FG ELEV.= 696.65 STA. 45+31.48 END SIDEWALK ®STA. 45+62.52. 32.23' Li MATCH EXISTING. FO ELEV.= 696.75* 0 STA. 45+78.52. 32.31' LT MATCH EXISTING. FG ELEV, 696.51* OSTA. 46+51.40, 25.26' LT MATCH EXISTING. FG ELEV.= 697.37* STA. 46+71.40, 25.27' LT MATCH E%ISTV%. FG ELEV: 697.43* 0 20 FEET PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE= CHECKED BY: S. SOVERS CAD DATE: 2/21/2012 1:3644 N DRAWN BY: CAD FILE: X.\CIS\IE\2009\091023\CAD\Plana\0910231 15.,ht NO DATE BY REVISION DESCRIPTION CD :z I®� STP -U-3715(637)--70-52 LOWER MUSCATINE ROAD JOINTING, GEOMETRIC & STAKING LAYOUT_ SHEET N0. L.15 W .-y`n S � 70 y CP STA. 45+31.48 END SIDEWALK ®STA. 45+62.52. 32.23' Li MATCH EXISTING. FO ELEV.= 696.75* 0 STA. 45+78.52. 32.31' LT MATCH EXISTING. FG ELEV, 696.51* OSTA. 46+51.40, 25.26' LT MATCH EXISTING. FG ELEV.= 697.37* STA. 46+71.40, 25.27' LT MATCH E%ISTV%. FG ELEV: 697.43* 0 20 FEET PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE= CHECKED BY: S. SOVERS CAD DATE: 2/21/2012 1:3644 N DRAWN BY: CAD FILE: X.\CIS\IE\2009\091023\CAD\Plana\0910231 15.,ht NO DATE BY REVISION DESCRIPTION Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)--70-52 LOWER MUSCATINE ROAD JOINTING, GEOMETRIC & STAKING LAYOUT_ SHEET N0. L.15 M PROJECT NO: 091023 DESIGNED BY: S. ROVERS PROJECT DATE: CHECKED BY: S. SOVERS CAO DATE. 2/21/2012 1,3605 PM DRAWN BY: CAO FILE: %,\CR\IE\2009\mIC23\CAD\Pl._\091023-L16.e t O O h Foth ISTA. 00.52.50. 52.50' T (SRI i G lh FO ELEV. = 688.11 STA. 202.58.63. 33.9B' RT (SR)= 0 STA. 400.33.98. 17.05' LT (SR) END 40' RADIUS BEGIN 15' RADIUS FG ELEV. = 688.01 4 STA. 202.71.93, 40.92' RT (SR)= Q STA. 400.40.92. 30.34' LT (SR) STA. 500.37.18. 21.00' RT (SR) CENTER OF 15' RADIUS 'h FG ELEV. = 688.12 5 STA. 202.85.59. 34.71' RT (SR)- STA. SR)- STA. 500.32.18. 6.00' RT (SRI ENO 15' RADIUS BEGIN 40' RADIUS FG ELEV. = 688.23 STA. 202+45.50, 52.82' RT (SR)m © STA. 500.58.30. 50.00' RT (SN) CENTER OF 10' RADIUS Ih FG ELEV. = 688.38 CENTER OF 56' RADIUS 'h FG ELEV. =688.44 0 STA. 202.89.50. 52.22' Ri (SRk STA. 500.58.30. 6.00' Li (SR) END 40' RADIUS FG ELEV. = 688.57 101 FG ELEV. =688.A FG ELEV. =689.01 FG ELEV. =689.04 LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY. IOWA ®STA. 501.1).59. 11 RT (SRk SIA. 100.99.08. 33.37' LT IS., END 24' RADIUS BEGIN IS' RADIUS FG ELEV. = 688.81 0 STA. 100.85.28 21.50' LT (SRF STA. 501.17.59, 21.00' RT (SR) CENTER OF 15' RAOIUS h FG ELEV. = 688.62 ©1 STA. 400.85.28. 12.50' LT (SRk STA. 501.11.11 21.12' RT ISR, ENO 15' RADIUS FG ELEV. = 688.43 ®i STA. 101.22.91 12.50' LT (SRF STA. 501.11.11. 16.00' LT SRI BEGIN 10' RADIUS FG ELEV. = 688.66 STA. 401+12.98, 22.82' LT (SR)= 14 STA. 501.30.82, 6.00' LT (SR) END 10' RADIUS BEGIN 36' RADIUS FG ELEV. = 688.83 STA. 202+92.98. 23.18' RT (SR)= STA. 500.30.28. 6.00' LT (SRI BEGIN 6' RADIUS FG ELEV. = 688.21 STA. 202+98.07. 11.00' flT (SR)= STA. 500+24.90, 15.00' LT (SR) END 6- RADIUS FG ELEV. = 687.77 QSTA. 200+35.97, 30.00' LT SIDEWALK d ry v NDTESe ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. 0� 2�0 ENGINEER IF ELEVATIONS ARE FEET � NOTIFY DIFFERENT THAN SHOWN. STP -U-3715(637)-70.52 SHEET NO. MIDAMERICAN NORTH 7..16 JOINTING, GEOMETRIC & STAKING LAYOUT kO STA. 20'.0,.".- 03.08.37 21.50' LT SIDEWALK .0 MIDAMERICAN N TH KT -2 ou n u > Ci ? ¢ STA. .44 12.50' LT 12.4 13.4' 13.4' = 3.1' 13.4' 3. ' . ' 11. ' .tiYP. 400+0 ELEV 687.56 S + MATCH EXISTING KT- =' _¢ STA. 202.99.58 14.00' RT BEGIN CONSTRUCTION ^' FG ELEV. = 687.74 ' MATCH EXISTING St A. ❑1+ 9 9 12. 0' ( - ( O 1h >< COY KT- 0 00• 2 0, 52. 0' i ( (TTP.) (TV.) BEG 40' A .98.7 20.00' flT (SRk FG L V. 9.61 O STA. 500.30. 6.00' -' RADIUS LT ISR) FG ELEV.= 687.99 0 Q © OJ TA. 401-52.5 52.50' RT IS 1 ENTER OF 40' RADIUS PT Fi ELEV. ELEV. 689.4 689.1illoo 7 PT Ps PTF ELEV. 688.9 STA. 500+ 6.00' LT T (SRI- BEGIN 56' RA FG ELEV. = 688. TA. 2 2.29.09 5 ITA.4 •52. 0 T SR o 0 C3 _ _ II G ELE 3 72 Q > n m 1h STA. 500+82.0 6.00' ENO 36' RADIUS Iii 10 FG ELEV. = 689.00 LT 000 1 OO Aloh a W (TV.) (TYP.1 p N y $O I h 14 J% J R 0 M STA401 .24 T STA. 401.22.97. 22.50' LT (SR)= STA. 50 Li (SRI BEG CO RUC ION ON OF 104, RADIUS CENTER OF 10" FG L v MAT = 689 ING 2 88.7 'h FG ELEV. = 68875 STA. 401.26. 12.50' 7.1 BEGIN CONSTRUCTION FG ELEV. = 688.70 • MATCH EXISTING h Foth ISTA. 00.52.50. 52.50' T (SRI i G lh FO ELEV. = 688.11 STA. 202.58.63. 33.9B' RT (SR)= 0 STA. 400.33.98. 17.05' LT (SR) END 40' RADIUS BEGIN 15' RADIUS FG ELEV. = 688.01 4 STA. 202.71.93, 40.92' RT (SR)= Q STA. 400.40.92. 30.34' LT (SR) STA. 500.37.18. 21.00' RT (SR) CENTER OF 15' RADIUS 'h FG ELEV. = 688.12 5 STA. 202.85.59. 34.71' RT (SR)- STA. SR)- STA. 500.32.18. 6.00' RT (SRI ENO 15' RADIUS BEGIN 40' RADIUS FG ELEV. = 688.23 STA. 202+45.50, 52.82' RT (SR)m © STA. 500.58.30. 50.00' RT (SN) CENTER OF 10' RADIUS Ih FG ELEV. = 688.38 CENTER OF 56' RADIUS 'h FG ELEV. =688.44 0 STA. 202.89.50. 52.22' Ri (SRk STA. 500.58.30. 6.00' Li (SR) END 40' RADIUS FG ELEV. = 688.57 101 FG ELEV. =688.A FG ELEV. =689.01 FG ELEV. =689.04 LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY. IOWA ®STA. 501.1).59. 11 RT (SRk SIA. 100.99.08. 33.37' LT IS., END 24' RADIUS BEGIN IS' RADIUS FG ELEV. = 688.81 0 STA. 100.85.28 21.50' LT (SRF STA. 501.17.59, 21.00' RT (SR) CENTER OF 15' RAOIUS h FG ELEV. = 688.62 ©1 STA. 400.85.28. 12.50' LT (SRk STA. 501.11.11 21.12' RT ISR, ENO 15' RADIUS FG ELEV. = 688.43 ®i STA. 101.22.91 12.50' LT (SRF STA. 501.11.11. 16.00' LT SRI BEGIN 10' RADIUS FG ELEV. = 688.66 STA. 401+12.98, 22.82' LT (SR)= 14 STA. 501.30.82, 6.00' LT (SR) END 10' RADIUS BEGIN 36' RADIUS FG ELEV. = 688.83 STA. 202+92.98. 23.18' RT (SR)= STA. 500.30.28. 6.00' LT (SRI BEGIN 6' RADIUS FG ELEV. = 688.21 STA. 202+98.07. 11.00' flT (SR)= STA. 500+24.90, 15.00' LT (SR) END 6- RADIUS FG ELEV. = 687.77 QSTA. 200+35.97, 30.00' LT SIDEWALK d ry v NDTESe ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. 0� 2�0 ENGINEER IF ELEVATIONS ARE FEET � NOTIFY DIFFERENT THAN SHOWN. STP -U-3715(637)-70.52 SHEET NO. MIDAMERICAN NORTH 7..16 JOINTING, GEOMETRIC & STAKING LAYOUT O O / O O — 0 z a U 7 f K O9:1 !APER J N CONSTANT CROSS SLOPE 20+ + 10 00, 19.00' LT OF 5':6' PCC PASSING AREA • 12.5 .25 O O C7 `h x\ x \ /x I 400+00 o MIDAMERICAN/KIRKWOOD ENTRANCE 0 20 F� P PROJECT Na: o91023 DE61DNE0 6r: s. Slll FM11NO1DATE ar FE1111IN IE51311TION � STP -U-3715'637)-70-52 SHEET W. PROJECT DATE: aE .D Cr: S. sRv Rs �0�� LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/218012 1:36:06 PM DRAwN en ��- FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAMERICAN NORTH CAD FILE: x:�CR�IEA2OO9�W1023�CAD�Ph,,:,�oaloz3 uz.ne IOWA CITY sown JOINTING, GEOMETRIC &STAKING LAYOUT CD N � 01 n O o MIDAMERICAN/KIRKWOOD ENTRANCE 0 20 F� P PROJECT Na: o91023 DE61DNE0 6r: s. Slll FM11NO1DATE ar FE1111IN IE51311TION � STP -U-3715'637)-70-52 SHEET W. PROJECT DATE: aE .D Cr: S. sRv Rs �0�� LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/218012 1:36:06 PM DRAwN en ��- FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAMERICAN NORTH CAD FILE: x:�CR�IEA2OO9�W1023�CAD�Ph,,:,�oaloz3 uz.ne IOWA CITY sown JOINTING, GEOMETRIC &STAKING LAYOUT 689.79 8" PROJECT NO: o9[023 DESIGNED BY: S. SwERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 2/21/2012 1:36:08 PM DRAWN BY: CAO FILE: X:\CR\IE\2009\091@3\CAO\Plana\091023-LIS.Mt ®STA. 165+02.20, 31.03' LT BEGIN SIDEWALK MATCH EXISTING STA. 164.71.02. 5.47' LT BEGIN 30' RADIUS ENO 2' RADIUS FG ELEV. = 690.88 ®STA. 164.66.07. 11.40' LT END 30' RADIUS BEGIN 2' RADIUS FG ELEV. = 690.88 ®STA. 164+69.67, 2.00' LT BEGIN 2' RADIUS FG ELEV. • 690.98 STA. 164+59.11, 2.00' LT ENO 2' RADIUS FG ELEV. = 691.25 ®STA. 164+57.75, 5.47 LT END 30 RADIUS BEGIN 2' RADIUS FG ELEV. = 691.21 ®STA. 164+62.70. 11.40' LT BEGIN 30' RADIUS E14W' RADIUS 690.96 ©BTA. 52.12 24.67' LT ENO 1' C ®STA. 164+48.19. 25.43' LT CENTER OF 4' RADIUS ®STA. 164+37.39. 27.50' LT CENTER OF IS' RADIUS pj FG ELEV.: 691.48 0 STA. 164+37.39, 12.50' LT END 15' RADIUS FG ELEV. = 691.69 ®STA. 163.18.00, 12.50' LT BEGIN 168.25' RADIUS FG ELEV. = 695.00 ®STA. 160.74.59. 140.84' RT CENTER OF 168.25' RADIUS 1/ FG ELEV. = 6%.14 IV/j FG ELEV. = 695.27 T FG ELEV. = 6%.40 STA. 161+72.45. 22.35' LT (SRF STA. 220+35.92. 21.41' BT (SR) END 168.25' RADIUS BEGIN 5' RADIUS FG ELEV. 695.51 ®STA. 161+72.70. 27,00' LT (SRF STA. 220+39.04, 17.50' RT (BRI CENTER OF 5' RADIUS V2 FG ELEV. = 694.74 O 0 \m-m-mmm 36 STA. 161+70.30, 31.44' LT (SR)= STA. 220+39.04, 12.50' RT lSR) END 5' RADIUS FG ELEV. = 693.97 ®STA. 220+61.23. 12.50' BT BEGIN 10' RAO IUS FG ELEV. = 690.94 ®STA. 220.61.23. 22.50' RT CENTER OF 10' RADIUS I/j FG ELEV. = 690.28 ®STA. 220+71.23, 22.49' RT END 10' RADIUS FG ELEV. = 689.61 STA. 220.73.72, 22.49' RT BEGIN CONSTRUCTION FG ELEV. = 689.57 MATCH EXISTING 41 STA. 162.04.44. 32.96' LT BEGIN CONSTRUCTION FG ELEV. = 689.53 MATCH EXISTING STA. 162+04.74, 32.62' LT BEGIN 15' RADIUS WALL U.03) STA. 162+12.51, 44.00' LT CENTER OF 15' RADIUS pj FG ELEV. = 689.62 4/ STA. 162+11.93, 29.01' LT END IS' RADIUS BEGIN 173' RADIUS FG ELEV. = 689.70 0 STA. 160+78.94, 138.98' RT_ CENTER OF 173' RADIUS 1/ FG ELEV. = 688.50 /j FG ELEV. = 688.30 3A FG ELEV, = 688.25 STA. 163+06.91, 22.28' LT ENO 173' RADIUS FG ELEV. = 688.35 MIDAMERICAN/KIRKWOOD ENTRANCE SPLASH PAD FOR ROOF DRAIN SLASH PAD FOR ROOF GRAIN /FO ELEV. = 696.76 O� FG ELEV. = 696.971 Foth FG ELEV. = 690.66 FG ELEV. = 690.69 FG ELEV. = 6%.57 FG ELEV. = 691.56 MATCH ® BEGIN 137.5 RADIUS�V FG ELEV.= 695.46 ®STA. 160.79.94. 150.00' RT CENTER OF 137.5' RADIUS I/ FG ELEV. = 695.73 I/j FG ELEV. 695.68 % FG ELEV. = 695.44 QSTA. 162+80.31, 12.50' RT ENO 15' RADIUS FG ELEV. = 695.19 ©STA. 160+51.34. 44.85' FIT FG ELEV.= 696.60± MATCH EXISTING QSTA. 161+31.37, 22.00' LT FG ELEV. = 690.57+ STA. 164.31.38. 24.16' LT FG ELEV. = 690.191 MATCH EXISTING STA. 162+34.07, 54.25' LT FO ELEV. -687.7U. MATCH EXISTING ®STA. 162+25.83. 37.56' LT FG ELEY. = 688.47± MATCH EXISTING STA. 162+14.65 48.08' LT FG ELEY. = 8.55± HATCH EXIST G PCC ®STA. 160+71.34, 44.72' RT FG ELEV.= 6%.601 MATCH EXISTING ®STA. 160+71.27, 32.64' RT FG ELEV. 696.54± MATCH EXISTING U Mr ENO 10:1 TAPER FG ELEV.= 695./3 TOSTA. 161.26.93. 39.12' FIT FG ELEV. 695.691 MATCH EXISTING ®STA. 161+63.56. 25.59' RT FG ELEV: 691.94± MATCH EXISTING LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA ®STA. 161.71.66. 35.23' RT FG ELEV. 695.14± MATCH EXISTING STA. 161.82.58. 28.69' RT FG ELEV.= 695.01± MATCH EXISTING ®STA. 161.93.32 38.13' RT FO ELEV: 695.22± MATCH EXISTING ®STA. 162.03.33 30.30' RT FG ELEV.= 695.OBA MATCH EXISTING ®STA. 162.03.33, 30.30' RT FG ELEV.= 695.27± MATCH EXISTING ®STA. 162+22.80..70.01' RT FG ELEV: 694.86± MATCH EXISTING ®STA. 162.35.05. 36.25' RT FG ELEV.= 695.051 MATCH EXISTING ®STA. 162.41.32, 27.49' RT FG ELEV.= 694.65± MATCH EXISTING OSTA. 162+69.07, 36.58' RT FIG ELEV.= 695.21± MATCH EXISTING ©STA. 162+43.53, 75.38' RT FG ELEV.= 696.07± MATCH EXISTING ®STA. 162+07.41. 62.03' RT FG ELEV.= 695.66± MATCH EXISTING OSTA. 161+78.86. 76.60' RT FO ELEV.= 696.06± MATCH EXISTING ®STA. 161.46.38. 46.06' FIT FG ELEV: 695.551 MATCH EXISTING ®STA. 160+71.39, 57.25' RT FG ELEV.= 696.661 MATCH EXISTING ©STA. 160.71.54, 81.00' RT FG ELEV.= 6% SEX MATCH EXISTING ®STA. 161.07.98. 79.46' RT FG ELEV.= 6%.431 MATCH EXISTING ®STA. 161.22.46, 102.17' RT FG ELEV.= 696.0: MATCH EXISTING ®STA. 160+89.33. 104.49' RT FG ELEV.= 696.40± MATCH EXISTING STA. 161.21.71. 138.36' Rt FG ELEV.= 696.381 MATCH EXISTING ®STA. 160.52.14. 138.96' RT FO ELEV.= 696.4IA MATCH EXISTING ®STA. 162.87.70. 18.50' RT FG ELEV. = 694.94 STA. 162.98.61. 30.06' RT BEGIN 4.25' RADIUS FG ELEV. = 695.22 STA. 162+92.80, 44.00' RT CENTER OF 4.25' RADIUS V, FG ELEV. = 695.34 ®STA. 162.98.61, 30.06' RT BEGIN 15' RADIUS FG ELEV. = 695.63 ®STA. 162.80.31. 44.00' FIT CENTER OF 15' RADIUS 1/j FG ELEV. = 695.41 STA. 163+48.38, 182.12' AT FG ELEV. 696.26± MATCH EXISTING I U STA. 163+48.43. 44. GO' RT CENTER OF 4' RADIUS h FG ELEV. = 696.40 ®STA. 160+93.97. 62.50' RT CENTER OF 2' RADIUS yj FG ELEV. = 696.52 ®STA. 160.94.28. 64.40' RT CENTER OF 2' RADIUS pj FG ELEV. = 696.54 STA. 161.21.50. 63.45' RT FG ELEV: 696.69 ®STA. 161+39.33 62.50' RT CENTER OF 2' RADIUS yj FG ELEV. = 695.79 ®STA. 161+42.76. 78.50' RT FG ELEV.= 696.03 ®STA. 162.74.98. 78.50' FIT FG ELEV.= 696.27 ®STA. 162.75.69. 68.50' FIT CENTER OF B' RADIUS STA, 162+78.42, 62.70' RT CENTER OF 2' RADIUS ®STA. 162±79.25 60.76' RT 0 BEGIN - ADIUS ENO 2'y-v�Ap1US .(� FG 4�i'. 696.93_:: STA. IB 1±10.23 70_20' RT TEND 8' UAJIVI I f FR FI FV_ = '9"L ;h FG ELEV. 696�Iq 0 T `Ly'."FG ELEV. f 696.67;.. STA.' 16146.10, 105.82' RT FG ELEV. "96.67 STA. 161+34.01, 116.64' FIT FG ELEV. = 696.67 ®STA. 161+54.50, 131.56' RT CENTER OF 2' RADIUS Ph FG ELEV. = 696.43 STA. 161+12.48, 113.95' RT CENTER OF 2' RADIUS yj FG ELEV. = 696.40 STA. 162.08.01. 102.39' FIT FG ELEV. = 696.90 STA. 163+24.27, 113.99' RT HIGH POINT. FG ELEV. = 696.47 STA. 163.44.47. 113.94' RT FG ELEV. = 696.47 STA. 160+45.07. 12.39' FIT !� FO ELEV. = 696.70 ®STA. 160+55.77, 37.37' RT 1 CENTER OF 5' RADIUS yj FG ELEV. = 696.62 STA. 160+60.77, 18.50' RT FG ELEV. = 696.60 STA. 161+07.00. 18.50' RT FG ELEV. = 695.65 STA. 161+50.00, 18.50' BT FG ELEV. = 694.91 STA. 161+67.40. 18.50' RT FG ELEV. = 694.81 STA. 162+11.33, 18.50' RT FG ELEV. = 694.54 STA. 162+52.50 18 .50' FIT FG ELEV. = 694.31 STA. 163+38.80. 47.04' RT FG ELEV. = 696.31 STA. 163.38.82, 43.04' RT FG ELEV. = 696.31 STA. 163.21.09. 52.15' FIT FG ELEV. = 695.54 STA. 160+45.11 81.29' RT FG ELEV. = 696.53 NOTES.\ ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. 0FEET IF2�0 NOTIFY ENGINEER IF ELEVATIONS ARE F� OFERENT THAN SHOWN. � TYPICAL TRANSVERSE -CO- JOINT SPACING IS 15'. STP -U-3715(637)-70-52 SHEET MIDAMERICAN-KIRKWOOD L.18 JOINTING. GEOMETRIC & STAKING LAYOUT STA. 163+31.02, 32.24' RT 11 STA. 165+20.49. 0.01' LT BEGIN 5' RADIUS BEGIN CONSTRUCTION FG ELEV. = 695.70 FG ELEV. = 689.941 O STA. 163+31.02. 27.24' RT MATCH EXISTING CENTER OF 5' RADIUS STA. 165.19.08. 37.10' LT I%j FG ELEV. = 695.54 BEGIN 25' RADIUS O STA. 163.26.02 27.11' RT FG ELEV. = 689.25 END 5' RADIUS STA. 164.94.08. 37.50' LT BEGIN 15' RADIUS CENTER OF 25' RADIUS FG ELEV. = 695.37 I/ FG ELEV. = 689.55 O STA. 163+41.01. 27 50' RT yj FG ELEV. = 689.85 CENTER OF IS- RADIUS 14 FG ELEV. 690.06 I%j FG ELEV. = 695.06 O STA. 163.41.01. 12.50' FIT 11 STA. 164+94.08, 12.50' ENO 25' RADIUS LT ENO 15' RADIUS FG ELEV. = 690.26 FG ELEV. = 694.75 STA. 164+91.39, 12.50' LT © STA. 165+17.15, 22.58' RT BEGIN 15' RADIUS CENTER OF 12' RADIUS FG ELEV. = 690.31 FG ELEV. = 691.18 STA. 164+91.39. 27.50' Li Oj STA. 165+06.67, 51.63' RT I6 CENTER OF IS' RADIUS CENTER OF 5' RADIUS yj FG ELEV. = 690.51 FG ELEV. = 692.21 STA. 164.76.40. 26.92' LT 08 STA. 165.17.43. 66.80' RT Q END IS' RADIUS MATCH EXISTING BEGIN 4' RADIUS FG ELEV. = 691.80 FG ELEV. = 690.70 STA. 24+98.84. 155.13' LT BEGIN CONSTRUCTION (LMR STATIIXI)1 STA. 164+80.39, 27.08 LT FG ELEV. = 692.04± CENTER OF 4' RADIUS MATCH EXISTING Yz FG ELEV. = 690.79 STA. 25+00.14. 220.90' LT STA. 164+80.40, 31.00' LT BEGIN CONSTRUCTION (LMR STATION/ ENO 4' RADIUS FG ELEV. = 690.18 FG ELEV. = 690.87 MATCH EXISTING 689.79 8" PROJECT NO: o9[023 DESIGNED BY: S. SwERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 2/21/2012 1:36:08 PM DRAWN BY: CAO FILE: X:\CR\IE\2009\091@3\CAO\Plana\091023-LIS.Mt ®STA. 165+02.20, 31.03' LT BEGIN SIDEWALK MATCH EXISTING STA. 164.71.02. 5.47' LT BEGIN 30' RADIUS ENO 2' RADIUS FG ELEV. = 690.88 ®STA. 164.66.07. 11.40' LT END 30' RADIUS BEGIN 2' RADIUS FG ELEV. = 690.88 ®STA. 164+69.67, 2.00' LT BEGIN 2' RADIUS FG ELEV. • 690.98 STA. 164+59.11, 2.00' LT ENO 2' RADIUS FG ELEV. = 691.25 ®STA. 164+57.75, 5.47 LT END 30 RADIUS BEGIN 2' RADIUS FG ELEV. = 691.21 ®STA. 164+62.70. 11.40' LT BEGIN 30' RADIUS E14W' RADIUS 690.96 ©BTA. 52.12 24.67' LT ENO 1' C ®STA. 164+48.19. 25.43' LT CENTER OF 4' RADIUS ®STA. 164+37.39. 27.50' LT CENTER OF IS' RADIUS pj FG ELEV.: 691.48 0 STA. 164+37.39, 12.50' LT END 15' RADIUS FG ELEV. = 691.69 ®STA. 163.18.00, 12.50' LT BEGIN 168.25' RADIUS FG ELEV. = 695.00 ®STA. 160.74.59. 140.84' RT CENTER OF 168.25' RADIUS 1/ FG ELEV. = 6%.14 IV/j FG ELEV. = 695.27 T FG ELEV. = 6%.40 STA. 161+72.45. 22.35' LT (SRF STA. 220+35.92. 21.41' BT (SR) END 168.25' RADIUS BEGIN 5' RADIUS FG ELEV. 695.51 ®STA. 161+72.70. 27,00' LT (SRF STA. 220+39.04, 17.50' RT (BRI CENTER OF 5' RADIUS V2 FG ELEV. = 694.74 O 0 \m-m-mmm 36 STA. 161+70.30, 31.44' LT (SR)= STA. 220+39.04, 12.50' RT lSR) END 5' RADIUS FG ELEV. = 693.97 ®STA. 220+61.23. 12.50' BT BEGIN 10' RAO IUS FG ELEV. = 690.94 ®STA. 220.61.23. 22.50' RT CENTER OF 10' RADIUS I/j FG ELEV. = 690.28 ®STA. 220+71.23, 22.49' RT END 10' RADIUS FG ELEV. = 689.61 STA. 220.73.72, 22.49' RT BEGIN CONSTRUCTION FG ELEV. = 689.57 MATCH EXISTING 41 STA. 162.04.44. 32.96' LT BEGIN CONSTRUCTION FG ELEV. = 689.53 MATCH EXISTING STA. 162+04.74, 32.62' LT BEGIN 15' RADIUS WALL U.03) STA. 162+12.51, 44.00' LT CENTER OF 15' RADIUS pj FG ELEV. = 689.62 4/ STA. 162+11.93, 29.01' LT END IS' RADIUS BEGIN 173' RADIUS FG ELEV. = 689.70 0 STA. 160+78.94, 138.98' RT_ CENTER OF 173' RADIUS 1/ FG ELEV. = 688.50 /j FG ELEV. = 688.30 3A FG ELEV, = 688.25 STA. 163+06.91, 22.28' LT ENO 173' RADIUS FG ELEV. = 688.35 MIDAMERICAN/KIRKWOOD ENTRANCE SPLASH PAD FOR ROOF DRAIN SLASH PAD FOR ROOF GRAIN /FO ELEV. = 696.76 O� FG ELEV. = 696.971 Foth FG ELEV. = 690.66 FG ELEV. = 690.69 FG ELEV. = 6%.57 FG ELEV. = 691.56 MATCH ® BEGIN 137.5 RADIUS�V FG ELEV.= 695.46 ®STA. 160.79.94. 150.00' RT CENTER OF 137.5' RADIUS I/ FG ELEV. = 695.73 I/j FG ELEV. 695.68 % FG ELEV. = 695.44 QSTA. 162+80.31, 12.50' RT ENO 15' RADIUS FG ELEV. = 695.19 ©STA. 160+51.34. 44.85' FIT FG ELEV.= 696.60± MATCH EXISTING QSTA. 161+31.37, 22.00' LT FG ELEV. = 690.57+ STA. 164.31.38. 24.16' LT FG ELEV. = 690.191 MATCH EXISTING STA. 162+34.07, 54.25' LT FO ELEV. -687.7U. MATCH EXISTING ®STA. 162+25.83. 37.56' LT FG ELEY. = 688.47± MATCH EXISTING STA. 162+14.65 48.08' LT FG ELEY. = 8.55± HATCH EXIST G PCC ®STA. 160+71.34, 44.72' RT FG ELEV.= 6%.601 MATCH EXISTING ®STA. 160+71.27, 32.64' RT FG ELEV. 696.54± MATCH EXISTING U Mr ENO 10:1 TAPER FG ELEV.= 695./3 TOSTA. 161.26.93. 39.12' FIT FG ELEV. 695.691 MATCH EXISTING ®STA. 161+63.56. 25.59' RT FG ELEV: 691.94± MATCH EXISTING LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA ®STA. 161.71.66. 35.23' RT FG ELEV. 695.14± MATCH EXISTING STA. 161.82.58. 28.69' RT FG ELEV.= 695.01± MATCH EXISTING ®STA. 161.93.32 38.13' RT FO ELEV: 695.22± MATCH EXISTING ®STA. 162.03.33 30.30' RT FG ELEV.= 695.OBA MATCH EXISTING ®STA. 162.03.33, 30.30' RT FG ELEV.= 695.27± MATCH EXISTING ®STA. 162+22.80..70.01' RT FG ELEV: 694.86± MATCH EXISTING ®STA. 162.35.05. 36.25' RT FG ELEV.= 695.051 MATCH EXISTING ®STA. 162.41.32, 27.49' RT FG ELEV.= 694.65± MATCH EXISTING OSTA. 162+69.07, 36.58' RT FIG ELEV.= 695.21± MATCH EXISTING ©STA. 162+43.53, 75.38' RT FG ELEV.= 696.07± MATCH EXISTING ®STA. 162+07.41. 62.03' RT FG ELEV.= 695.66± MATCH EXISTING OSTA. 161+78.86. 76.60' RT FO ELEV.= 696.06± MATCH EXISTING ®STA. 161.46.38. 46.06' FIT FG ELEV: 695.551 MATCH EXISTING ®STA. 160+71.39, 57.25' RT FG ELEV.= 696.661 MATCH EXISTING ©STA. 160.71.54, 81.00' RT FG ELEV.= 6% SEX MATCH EXISTING ®STA. 161.07.98. 79.46' RT FG ELEV.= 6%.431 MATCH EXISTING ®STA. 161.22.46, 102.17' RT FG ELEV.= 696.0: MATCH EXISTING ®STA. 160+89.33. 104.49' RT FG ELEV.= 696.40± MATCH EXISTING STA. 161.21.71. 138.36' Rt FG ELEV.= 696.381 MATCH EXISTING ®STA. 160.52.14. 138.96' RT FO ELEV.= 696.4IA MATCH EXISTING ®STA. 162.87.70. 18.50' RT FG ELEV. = 694.94 STA. 162.98.61. 30.06' RT BEGIN 4.25' RADIUS FG ELEV. = 695.22 STA. 162+92.80, 44.00' RT CENTER OF 4.25' RADIUS V, FG ELEV. = 695.34 ®STA. 162.98.61, 30.06' RT BEGIN 15' RADIUS FG ELEV. = 695.63 ®STA. 162.80.31. 44.00' FIT CENTER OF 15' RADIUS 1/j FG ELEV. = 695.41 STA. 163+48.38, 182.12' AT FG ELEV. 696.26± MATCH EXISTING I U STA. 163+48.43. 44. GO' RT CENTER OF 4' RADIUS h FG ELEV. = 696.40 ®STA. 160+93.97. 62.50' RT CENTER OF 2' RADIUS yj FG ELEV. = 696.52 ®STA. 160.94.28. 64.40' RT CENTER OF 2' RADIUS pj FG ELEV. = 696.54 STA. 161.21.50. 63.45' RT FG ELEV: 696.69 ®STA. 161+39.33 62.50' RT CENTER OF 2' RADIUS yj FG ELEV. = 695.79 ®STA. 161+42.76. 78.50' RT FG ELEV.= 696.03 ®STA. 162.74.98. 78.50' FIT FG ELEV.= 696.27 ®STA. 162.75.69. 68.50' FIT CENTER OF B' RADIUS STA, 162+78.42, 62.70' RT CENTER OF 2' RADIUS ®STA. 162±79.25 60.76' RT 0 BEGIN - ADIUS ENO 2'y-v�Ap1US .(� FG 4�i'. 696.93_:: STA. IB 1±10.23 70_20' RT TEND 8' UAJIVI I f FR FI FV_ = '9"L ;h FG ELEV. 696�Iq 0 T `Ly'."FG ELEV. f 696.67;.. STA.' 16146.10, 105.82' RT FG ELEV. "96.67 STA. 161+34.01, 116.64' FIT FG ELEV. = 696.67 ®STA. 161+54.50, 131.56' RT CENTER OF 2' RADIUS Ph FG ELEV. = 696.43 STA. 161+12.48, 113.95' RT CENTER OF 2' RADIUS yj FG ELEV. = 696.40 STA. 162.08.01. 102.39' FIT FG ELEV. = 696.90 STA. 163+24.27, 113.99' RT HIGH POINT. FG ELEV. = 696.47 STA. 163.44.47. 113.94' RT FG ELEV. = 696.47 STA. 160+45.07. 12.39' FIT !� FO ELEV. = 696.70 ®STA. 160+55.77, 37.37' RT 1 CENTER OF 5' RADIUS yj FG ELEV. = 696.62 STA. 160+60.77, 18.50' RT FG ELEV. = 696.60 STA. 161+07.00. 18.50' RT FG ELEV. = 695.65 STA. 161+50.00, 18.50' BT FG ELEV. = 694.91 STA. 161+67.40. 18.50' RT FG ELEV. = 694.81 STA. 162+11.33, 18.50' RT FG ELEV. = 694.54 STA. 162+52.50 18 .50' FIT FG ELEV. = 694.31 STA. 163+38.80. 47.04' RT FG ELEV. = 696.31 STA. 163.38.82, 43.04' RT FG ELEV. = 696.31 STA. 163.21.09. 52.15' FIT FG ELEV. = 695.54 STA. 160+45.11 81.29' RT FG ELEV. = 696.53 NOTES.\ ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. 0FEET IF2�0 NOTIFY ENGINEER IF ELEVATIONS ARE F� OFERENT THAN SHOWN. � TYPICAL TRANSVERSE -CO- JOINT SPACING IS 15'. STP -U-3715(637)-70-52 SHEET MIDAMERICAN-KIRKWOOD L.18 JOINTING. GEOMETRIC & STAKING LAYOUT 191 oo+rir P10 MIDAMERICAN/KIRKW000 ENTRANCE CROSS SLOPE UNIFORM f =a CD .... o Lzzzz,�,, 40 a -- .20.50 lim .05% 0 20 F� LOWER MUSCATINE ROAD JESiG: _. CHECKED Y: S. SOVESOVERs _ _ vo DATE ar gEvIsIory oCscaJFTJcry v Foth MIDAMERICAN-KIR W slEer W. PROJECT o>TE CHECKED er S. SDVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE 0/21/2D12 1:36:10 PM DRAWN fir: FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAMERICAN-KRKWOOD L.19 CAD FRE z:rCRrIEr200as091oe3NCADSPtarva0910n u5 N:c IOWA Cm, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT N t') ! S -i n O f =a CD .... o Lzzzz,�,, 40 a -- .20.50 lim .05% 0 20 F� LOWER MUSCATINE ROAD JESiG: _. CHECKED Y: S. SOVESOVERs _ _ vo DATE ar gEvIsIory oCscaJFTJcry v Foth MIDAMERICAN-KIR W slEer W. PROJECT o>TE CHECKED er S. SDVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE 0/21/2D12 1:36:10 PM DRAWN fir: FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAMERICAN-KRKWOOD L.19 CAD FRE z:rCRrIEr200as091oe3NCADSPtarva0910n u5 N:c IOWA Cm, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT Point Station Offset Elevation L2001 3+62.11 22.99 689.66 L2002 3+59.27 23.01 689.86 L2003 3+5429 22.96 689.93 L2004 3+41.36 22.40 690.53 L2005 3+41.03 26.38 690.61 L2006 3+54.19 26.96 689.99 L2007 3+55.20 28.79 690.00 L2008 3+59.51 36.21 690.42 L2009 3+64.31 43.78 690.86 L2010 3+68.76 42.07 690.78 L2011 3+63.70 34.36 690.34 L2012 3+59.28 27.01 689.92 L2013 3+62.17 26.99 689.72 L2014 3+66,00 26.91 689.66 L2015 4+04.65 27.00 689.40 L2016 4+06.61 27.00 689.36 L2017 4+12.05 27.00 689.65 L2018 4+12.93 35.40 890.10 L2019 4+17.63 43.76 890.59 L2020 6+21.46 41 AB 890.66 L2021 6+17.50 34.41 690.15 L2022 6+16.58 27.00 689.65 L2023 4+21.32 27.00 689.66 L2024 4+34.31 27.00 689.69 L2025 4+34.31 23.00 689.61 L2026 4+21.32 23.00 689.60 12027 4+16.49 23.00 689.59 L2028 4+16.39 17.96 689.19 L2029 4+16.35 16.18 689.12 L2030 4+12.05 18.00 689.19 L2031 4+12.05 23.00 689.59 L2032 4+06.61 23.00 686.30 U033 4+17.96 -15.50 690.32 '034 4+17.87 -21.53 690.68 L2035 4+17.77 -28.21 691.07 U036 4+19.15 .16.05 691.23 L2037 4+12.25 -37.76 691.33 L2038 1 4+10.67 -29.97 691.17 L2039 1 4+10.55 -21.53 690.71 Point Station Offset Elevation L2040 4+10.46 -15.50 690.38 L2041 3+96.35 23.68 689.37 L2042 3+83.01 23.95 689.49 L2043 3+80.62 23.93 689.51 L2044 3+87.50 23.39 689.60 L2045 3+67.17 27.38 689.63 L2046 3+80.75 27.93 689.57 L2047 3+82.98 27.95 689.57 L2048 3+96.58 27.67 689.45 L200 4+10.21 0.00 689.77 L2050 4+09.92 15.50 689.15 L2051 4+18.50 15.50 688.07 L2052 6+18.21 10.01 fi69.70 - _ - - - - - - _ O _ _ O Q N. �i 0 0 p p 0 0 IIP L2049 L2052 I I 0 C IP PI LOWER MU ROApCATIME p 01 m '3• 11.7' IdlyL Ql 12' N 2031 m 0.08''/. 202 2026 ,aaa C-)'� ---i c'+ l2' 'tet iL2041 '\• 97% N ,� CD, 2 6• .9 L204 L2042 1.00% - 0.75'/ B! ry o 9.3' p 01 m '3• 11.7' IdlyL Ql 12' 2032 2031 m 0.08''/. 202 2026 l2' 2' iL2041 '\• 97% N o 0.11% 2025 2 6• .9 L204 L2042 1.00% - 0.75'/ B! ry o 4.5' - - O2 p L2015 .08% 0.08'/. ^ 0.24'/. 0.24% 200E 0.75% o pa N 0.71% _ ry 2024 4 1.5/• ,43'/. 0' ry I,DO% L2016 2017 4.2' 2023 116' L2003 �'� 4 L2048 1.7' L2022 '/. 2002 0.50% _ 2047 1.3 0 20 4 - L204 m m N 2045 > 1.5 L2004 2013 0.7' 0 021 p 52q/, �• 12012 ry L2006 t''- 2007 S .50 2005 s �2. L201 09 a� 2011 Cpl• ti• F'. zoos s �o ,� s DdI• zozo so9 2. 2. i L2019 es. 2010 001 2 a s FEET 2009 s� F� \ EXISTING '\ RETAINING MALL T NO: 091023 DESIGNED BY: S. SOYERSS ND GATE BY REnsION DE60RIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-37151637)-70-52 SH T W. r Dere:FROM TE: 2/2l/2012 1:36:11 PM DRAVN BO F Foth KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD 20 LE: K:\CR\IE\2009\091023\CAD\Pias\091023-L20.eM1t IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT Point Station Offset Elevation L2101 7+99.93 23.00 687.83 L2102 7+94.93 23.00 698.03 L2103 7+90.93 23.00 688.09 L2104 7+8206 23.00 698.26 L2105 7+82.06 27.00 688.34 L2106 7+90.93 27.00 881415 L2107 7+94.59 36.69 688.66 L2108 8+03.33 45.14 689.48 L2109 8+06.11 42.27 689.39 L2110 7+97.36 33.79 999.58 L2111 7+94.93 27.00 1 689.09 L2112 7+99,93 27.00 687.71 L2113 6+04.07 27.00 887.69 L2114 8+17.93 27.00 687.78 L2115 8+22.06 27.00 687.81 L2116 8+35.93 27.00 687.91 12117 8+50.31 27.00 889.07 L2118 8+50.72 27.00 668.07 L2119 8+52.32 27.00 688.08 L212D 8+57.00 27.00 888.38 L2121 8+61.37 34.58 888.80 L2122 8+88.95 41.89 689.58 L2123 8+71.73 39.02 689.65 7.2124 8+84.15 31.70 1 688.86 L2125 8+81.00 27.00 688.42 L2126 8+77.31 27.00 688.81 L2127 8+77,31 23.00 688.73 L2128 8+81.00 23.00 688.36 L2129 8+81.00 18.01 887.96 L2130 8+61.OD 16.13 667.91 L2131 8+57.00 18.01 697.98 L2132 8+57.00 23.00 686.30 L2133 8+52.32 23.00 888.02 L2134 8+50.31 23.00 687.95 L2135 8+35.93 23.00 887.83 L2136 8+22.08 21w 887.75 L2137 8+17.93 23.00 887.72 L2138 8+04.07 23.00 1 887.65 iJ Point Station Offset Elevation L2139 8+62.00 -15.50 688.36 L2140 8+61.00 -15.50 687.85 L2141 8+61.00 -23.00 688.45 L2142 8+76.01 -23.00 688.48 L2143 8+76.01 -31.00 688.62 -2144 8+61.00 31.00 688.57 L2145 8+57.00 31.00 688.55 L2146 8+41.00 31.00 688.56 L2147 8+41.00 -23.00 686.40 L2148 8+57.00 -29.00 688.43 L2149 8+57.00-15.50 887.83 L21M 8+56.00 -15.50 888.33 L2151 8+57.00 10.00 151118.14 L2152 1 8+57.00 15.60 1 687.83 L2153 8+61.00 15.50 1687.96 L2154 18,151.00 1 O.DD I e88.16 '-2146 U.UU4 a a N A-2147 0.02% -2145' U.�U4 '2144 U.U54 L21 0 0 N N L2148 0.507. A2141 0.00% L2 0 0 0 o 0 m m n -2149. 1 ('2140 1. 0 0� n 04? R N N 2154 opm 1, 0.50% �0 o � 0 0 R N N 2153 7.2152 \I 0.50'x. Ja 21 in LOWER MUSCATINE ROAD 2 7.2104 7.2103 7.2102 2101 2138 2136 rn 2132 t0 m 2128 1.95% I. /.\ 8. - 0.5 % 0.56% _ _7.2734 2135 o .133/. 2128 2.30% 7.2 0 o 9. O \ N - - ZI N i N Ill :,1 o 7B% N 2.18'7. 1. % L21 0.34% - 0.65/. 0.73'. -_ 2116_ 0.837. 17 1 120 iL2125 2.42% L2 L210 -_ 2106 _ _ 13 L2 14 _0.72'7. 2115 - - 7.21 ----1 N O�x PJ CJ �r •� J rn 9 Sr9y B 5 FFl FEET PRD.IECT w: 091023 DESIGNED BY: S. SOVERS Ra DnrE Br REVISION DESCRIPTION STP-U-3715i637i-70-52 PROJECT DATE: CHECKED BY: s. COVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 272.1/2012 1:38:12 PM DRAWN BY:*-TI.* F� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.21 CAO FILE: l(:%M\IE\2009\091023\CAO\Plans\091023-L21.e t v IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT 00 \ `rT 9F� T ,v% L22 10k, 2.737. 12209 F iv 1.50'/. Elevation L2201 11+69.59 -31.00 L2208 L2202 8• -31.00 669.22 L2203 11+59.72 2L O h O O 689.48 N O O O L2206 11-49.16 1.73%L2212\ 1.73% 1.507. 7. Point Station Offset Elevation L2201 11+69.59 -31.00 689.17 L2202 11+65.72 -31.00 669.22 L2203 11+59.72 -31.00 689.70 L2204 11+58.59 44.07 689.48 L2205 11+52.02 55.22 689.26 L2206 11-49.16 452.42 689.34 L2207 11+54.75 -42.93 689.54 L2208 11+55.72 41.00 689.76 11209 11+50.11 -31.00 689.92 L2210 11+39.72 -31.00 690.20 L2211 11+39.72 -23.00 690.04 L2212 11+50.11 -23.00 689.86 L2213 11+55.72 -23.00 689.76 L2214 11+59.72 -23.00 689.70 L2215 11+65.72 -23.00 689.28 L2216 12+18.64 -31.00 689.80 L2217 12+26.73 .31.00 689.88 L7218 12+30.73 -31.00 690.20 L2219 12+23.60 •38.05 690.29 L2220 12+10.92 -47.80 690.43 L2221 12+13.38 50.98 690.51 12222 12+26.24 rf1.07 880.37 12223 12+33.54 -33.84 690.26 12224 12+38A1 -31.00 1 690.29 12225 12+40.00 -31.00 1 690.34 12228 1 12+44.58 -31.00 1 690.47 3.9' 0.51% Offset 0.85/.OO' 2201 S .50% 699.79 1.70'/. 2242 L2216 690.63 P 5.7' Orl O �L 224 1 0.87% 12240 0. 2215 2215 _ _ _ _ -�/ _ 3.9' -17.02 18.3' 13' + O \O N 1222 01� L2219 7 0.51% Offset 0.85/.OO' L2227 S -31.00 699.79 12228 12244 L2216 690.63 L2229 5.7' Orl 690.34 12+40.00 -23.00 690.22 L2231 12+40.00 -17.02 689.82 L2232 12-40.00 2 3 12239 _0.40% 12+36.00 % 1222 L2234 12+36.00 -23.00 690.16 L2235 22 890.08 11.9' 12+26.73 5.9' _ 8.11 L2237 12+18.64 Point Station Offset Elevation L2227 12+56.00 -31.00 699.79 12228 12+56.00 -23.00 690.63 L2229 12+44.58 -23.00 690.34 L223D 12+40.00 -23.00 690.22 L2231 12+40.00 -17.02 689.82 L2232 12-40.00 -15.92 689.76 L2233 12+36.00 -17.02 689.76 L2234 12+36.00 -23.00 690.16 L2235 12+30.73 -23.00 890.08 L2236 12+26.73 -23.00 689.76 L2237 12+18.64 -23.00 689.73 L2238 12+12.76 -23.00 689.70 L2239 12+00.88 -23.00 689.59 12240 11+87.86 -23.00 689.47 12241 11+69.59 -23.00 659.31 Lzz4 11+87.67 -31.00 689.48 12+00.88 -31.00 689.69 12+12.76 31.00 689.75 12245 12+36.00 -15.92 689.74 12246 12+36.00 0.00 690.04 12247 12+40.00 0.00 1690.06 24 12225 2226 2.817, N � O N 2230 2229 2.567. 4.6' 11.4' _�L2245 �VO �pI N 10 01 O O N I /L2246'12247 ♦ i 0.5% I / LOWER MUSCATINE ROAD �1 / PROJECT 110: SIM DESIGNED BY: S. SOVERS IINDI BATE Byl REVISION DESCRIPTIONI � ��� I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-3715(637)-70-52 PROJECT BATE: CHECKED BY: S. SOVERS LOWER MUSCATINE ROAD CAB BATE, 2/21/2012 1:36:13 PM DRA41 BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE 1,22 CAO FILE: K:\W\IE\2009\091023\CAD\Plane\091023_L22.aht IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT h f'> � I PROJECT 110: SIM DESIGNED BY: S. SOVERS IINDI BATE Byl REVISION DESCRIPTIONI � ��� I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-3715(637)-70-52 PROJECT BATE: CHECKED BY: S. SOVERS LOWER MUSCATINE ROAD CAB BATE, 2/21/2012 1:36:13 PM DRA41 BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE 1,22 CAO FILE: K:\W\IE\2009\091023\CAD\Plane\091023_L22.aht IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT 0 0 Point Station Offset Elevation L2427 14+99.79 -23.00 691.84 L2428 14+99.79 31.00 692.00 L2429 15+15.79 31.00 691.32 L2430 15+15.79 35.12 691.30 L2431 15+18.35 -55.57 691.16 L2432 15+22.32 -55.08 691.08 L2433 15+19.79 -34.88 691.24 L24M 15+19.79 -31.00 691.26 L2436 15+24.79 -31.00 690.91 L2436 15+26.80 -31.00 690.92 L2437 15+24.79 -23.00 691.05 L2438 15+19.79 -23.00 691.26 L2439 15+15.79 -23.00 691.32 L2440 15+26.80 -23.00 691.06 L2441 15+39.30 -23.00 691.12 L2442 15+51.80 -23.00 691.18 L2443 15+39.30 31.00 690.99 Point Station Offset Elevation L2401 15+51.80 31.00 691.06 L2402 15+53.81 31.00 691.03 L2403 15+58.81 31.00 691.43 L2404 15+58.81 -34.88 691.43 L2405 15+56.30 -54.95 691.18 L2406 15+60.27 -55.45 691.24 L2407 15+62.81 -35.12 691.51 L2408 15+62.81 .31.00 691.49 L2409 15+86.81 31.00 692.44 L2410 15+86.81 -23.00 692.28 L2411 15+62.81 -23.00 691.49 L2412 15+62.81 -17.81 691.32 L2413 15+62.81 46.04 691.32 L2414 15+58.81 -17.81 691.26 L2415 15+58.81 -23.00 691.43 L2416 15+53.81 -23.00 691.17 L2444 15+58.81 -16.04 691.34 L2445 15+58.81 0.00 691.65 L244fi 15+62.81 0.00 691.67 0 0 + In "12444 0 0 0 0 N N t, O O q N N r ------------- 0 0 LOWER MUSCATINE ROAD i _( ryv a 2% pry• 0.5% L2.04 240/ n < 2434 2402 2428 0 0 8.0' q35 692.04 692.02 00% 1.5% 2408 L240 4.27. -2421.57. n 2% 1.5 6 0.50% L2443 0.50'% L2 01 2403 3.94'/. I 8' _ L2423 15+58.81 23.00 24' O O 0 N L2424 15+58.81 P Y :p O P O P O O N O O L2425 15+62.81 15.50 691.36 O O L2426 15+62.81 23.00 691.96 16 2415 DESIGNED BY: 5. SOVERS CIECKEO BY: $. SOVERS 1:36:15 PM DRAWN 9Y: NO GATE BY REVISION DESCRIPTION �� 3.2% -243 1.57. 4.36% 45. L2440 0.50% L2441 0.50% .6% 1.5% 2411 3.272 -00 L2427 12438 16' 5' 'L1437 12.5'IIIL 12442 12.5' 2' 5' n ry 12410 _ _ - 1 N 0 0 + In "12444 0 0 0 0 N N t, O O q N N r ------------- 0 0 LOWER MUSCATINE ROAD i ryv a 2% pry• 0.5% I Vlnl VmuV:: a L2417 15+70.81 3% �' L2418 15+70.81 23.00 0 27.00 692. ,L1 w NN ry5ti c L2419 15+62.81 i� l6 L2420 15+58.81 27.00 27.00 692.04 692.02 n 2% 'b 0.5% 3% rya L2421 15+50.81 L2422 15+50.81 27.00 23.00 692.18 692.10 I 8' _ L2423 15+58.81 23.00 691.94 L2424 15+58.81 15.50 691.34 L2425 15+62.81 15.50 691.36 L2426 15+62.81 23.00 691.96 1023 PROJECT N0: 09h PROJECT DATE: CAD DATE. 2/21/2012 DESIGNED BY: 5. SOVERS CIECKEO BY: $. SOVERS 1:36:15 PM DRAWN 9Y: NO GATE BY REVISION DESCRIPTION �� T LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE STP -U -371 5(637I-70-52 LOWER MUSCATINE ROAD ,NEE N0. 1.24 CAD FILE: AnCR\IEN26D9\D91023\CAD\P$ws\091an-124.x51 IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT - Point Station Offset Elevation L2501 16+95.50 -23.00 69282 L2502 16+96,50 31.00 692.98 -2503 16+79.50 31.00 692.66 -2504 16+75.50 31.00 69264 L2605 16+59.50 31.00 69280 L2606 16+59.50 -23,00 692.64 L2607 16+75.50 -23.00 692.52 L2508 16+74.50 -15.50 692.42 L2509 16+75.50 -15.50 691.92 L2510 16+75.50 0.00 692.33 L2611 16+75.50 15.57 691.93 L2612 16+75.50 16.50 691.95 L2613 16+75.50 26.00 692.71 L2514 16+66.63 26,00 692.80 L2515 16+66A3 30,00 692.88 L2516 16+75.50 30.00 692.77 L2517 16+74.71 3205 692.86 L2518 16+69.32 37.96 693.19 L2519 16+72.27 40.86 693.11 L2520 16+77.67 34.75 692.80 L2521 16+79.50 30.00 692.71 L2522 16+88.41 30.00 692.13 L2523 16+89.09 30.00 692.12 -2524 16+89.10 30.70 692.48 L2525 16+92.29 33.24 692.18 L25M 17+01.88 40.87 692.30 -2527 17+02.09 41.04 69230 L2526 17+11.68 48.68 692.36 L2529 17+11.78 48.75 692.37 L2530 17+12.48 49.42 692.39 Point Station Offset Elevation L2531 17+18.53 55.26 693.06 L2532 17+13.06 61.25 693.17 L2533 17+16.01 63.94 69325 L2534 17+21A1 58.04 693.12 L2535 17+27.17 63.59 693.51 L2536 17+30.05 66.37 693.71 L2537 17+32.82 63.49 693.63 L2538 17+29.94 60.71 693.44 L2539 17+24.11 55.08 693.06 L2540 17+29.78 48.87 692.60 L2541 17+30.44 48.16 692.59 L2542 17+40.31 41.13 692.66 L2543 17+40.90 40.71 692.66 1.2544 17+50.61 33.70 692.53 L2645 17+54.92 30.60 692.64 1254817+54.93 16+79.50 30.00 692.64 L2547 17+55.61 30.00 692.65 L2548 17+62.11 30.00 693.17 L2549 17+66.11 30.00 693.23 L2550 17+80.00 30.00 883.40 L2551 17+80.00 26.00 693.32 L2552 17+66.11 26.00 693.17 L2553 17+62.11 26.00 693.11 L2554 17+55.61 26.00 692.69 L2555 17+56.01 24.88 693.08 556 17+03.69 29.98 692.21 57 1]+48.2] 30.48 692.4 1.2588 1]+38.56 137.47 692.58 L25 17+37.97 1 37.89 692.58 12580 47+2828 1 44.90 692.54 10 9S 00. 2 X002 � 2573 L251 0 •6l. .5y1. 1.2 2571 0 b. 2513' 2521 7 2516 s N 1 5'% 1 a 9.01 2517 252 t\ N o m m m 2.0% 2518 2519 00+11 L ^0-1. O ^at. O' I � of A258\27 2.25 255 2584 titi1N In O at• 1 O ^I 0 2558 -L2585 7.752 i -2 754 Point Station Offset Elevation L2561 17+26.83 46.18 682.54 12562 17+21.23 52.31 693.00 L2663 17+1525 46.54 692.42 L2564 17+14.17 45.65 692.07 L2565 17+04.58 37.91 692.29 L2566 17+04.37 37.74 692.29 L2567 16+M.79 30.11 692.17 L2568 16+98.55 29.98 692.18 L2569 16+87.91 24.64 692.07 L2570 16+88.40 25.98 692.10 L2571 1 16+79.60 26,00 1 692.65 L2572 16+79.60 16.51 691.97 L2573 16+79.60 15.57 691.94 L2574 16+79,50 0.00 692.31 L2575 16+79.50 -15.50 692.04 L2576 16+79.50 -23.00 692.64 L2577 16+98.55 25.98 692.15 12578 17+03.69 25.98 692.17 L2579 17+11.77 25.98 692.20 L2580 17+25.63 25.98 692.31 L2681 17+29.77 25.98 692.33 L2682 17+43.63 25.98 692.36 L2583 17+54.93 25.98 692.78 12584 17+43.83 29.98 882.43 L2585 17+29.77 29.98 882.39 L2586 1 17+25.63 1 29.98 1 892.38 L2587 1 17+11.77 129.98 1692.25 1.2588 16+80.50 -15.50 892.45 PROJECT ND: 091023 DESIGNED 9Y. S. SOVERS PRa6cT DATE: CHECKED BY: S. savERs CAD DATE: 2/21/2012 1:36:16 PN DRAWN BY: CAO FILE: X:\CR\IE\2009\091023\CAO\Plem\091023_L25.Mt NO DATE BY REVISION CESCRIPTION *Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IS AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT SHEET W. 1..25 2556 m m tz.r SPRUCE STREET 03 2568 •3. 8.3' 2562 12.3' L2564 LS'L L2538 L2537 1.2566 2565 7.08% o 1.253 � 4.681. P o - 0.817. 2563 N 2567 _ .1 y .. N .. 8 07 12531 .5% 4.897. 0 0.81/. - 1.2528 30 L2534 L253 L2536 - L2526 2527 L252 •4 1 1 g• 4' 'L2525 m m N 33 00 2532 PROJECT ND: 091023 DESIGNED 9Y. S. SOVERS PRa6cT DATE: CHECKED BY: S. savERs CAD DATE: 2/21/2012 1:36:16 PN DRAWN BY: CAO FILE: X:\CR\IE\2009\091023\CAO\Plem\091023_L25.Mt NO DATE BY REVISION CESCRIPTION *Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IS AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT SHEET W. 1..25 Point Station Offset Elevation L2601 16+92.22 -29.90 693.14 L2602 19+95.96 -29.00 693.65 L2603 18+81.86 -28.00 693.71 L2604 19+74.37 -28.00 693.54 L2605 16+74.37 .78.00 693.80 L2806 19+81.88 -8.00 693.83 L2807 18+81.87 45.49 69412 L2608 18+81.87 52.00 694.48 L2609 18+85.87 52.00 694.40 L2610 18+85.87 45.49 894.15 12811 18+85.86 1 -36.00 1693.77 12812 18+92.12 -36.00 893.28 L2013 18+97.49 -36.00 893.30 \1-26071�12610 N NI O P e n 6.4' LOWER MUSCATINE ROAD r. •12627 0.18' 1.64% 2628 O L2623 L2624 0.63X_ _ 1. Point 12605 Offset 12606 L2611 L2613 L 6 -1. 0% 1.81% 19+29.49 0.45% 1.50%8.00% L2515 19+34.77 -36.00 26I L2518 19+40.77 -8.00 694.17 L2517 J y12602 89433 N 19+84.77 -35.99 894.70 L2619 0.98% 1.50% 8.00' 0.30L2625 1.42% LOWER MUSCATINE ROAD r. •12627 0.18' 1.64% 2628 O L2623 L2624 0.63X_ _ 1. Point Station Offset Elevation L2614 19+29.49 -36.00 693.61 L2515 19+34.77 -36.00 693.69 L2518 19+40.77 -8.00 694.17 L2517 19+48.77 -38.00 89433 L2618 19+84.77 -35.99 894.70 L2619 19+64.77 -28.00 894.54 L26M 19+48.77 -28.00 89421 L2621 19+40.77 -28.00 894.09 L25= 19+34. -28.00 693.61 L2623 19v -27.99 693A2 L2524 1.85 -28.00 693.34 L2625 9+98.32 $8.00 693.16 12628 I 18+99.32 -6.00 693.27 19+11.86 -8.00 693.50 8 19+24.36 -5.88 693.52 4 L2615 I L2616 8.00% 2.007 O N .00% 1.50% 17 2.05% 18 0 O N IL2619 I PROJECT R0: 091023 FE31 o 9r: s. mrERs 1779 0.1E By REnsiax DEsmnnw I Foth I LOWER MUSCATINE ROAD IMPROVEMENTS STP•U-37151637)-70-52 CAD DATE, 0.1iE+ MAWI F 9r: S. sovERs LOWER MUSCATINE ROAD CAD FATE: 2721.2012 1:UD . OR41M 26. FROM KIRKWOOD AVENUE TO 1 ST AVENUE L.26 ao PaE: X:\CR\IE\2009\091023\CAF\Planf\091023.L26.rnt sown cm, sown PEDESTRIAN RAMP LAYOUT 271 L2717 N A 1. 0% L2716 L2767 Point 16' Offset Elevation 6.9' 4.57% S.3' L2724 - 1.80'7 _ - - L2764 - - 0.00%- - - 48.00 `L2720 1.767. 72721 1.50% 20+86.27 -23.00 694.95 L2722 L2723 41.47 694.93 L2717 20+82.27 43.01 s O L2718 0 N -28.00 N L2719 m 48.00 0 1[1 L2720 ry -36.00 .. L2721 .. -36.00 O 7272220+86.28 O -36.00 895.42 L2723 20+93.23 72714 885.10 72724 1 20+98.51 41.66 1 695.02 L2755 ,L2719 1.51% L2718 1.50% 4 4.58% 72713 5.3- 72763 ---- 1.43% - 26.3'- L2762 - 0.567. - -- 17.4'- - 695.75 L2758 o 271 L2717 N A 1. 0% L2716 L2767 Point Station Offset Elevation L2713 20+93.23 -27.99 694.98 L2714 20+86.28 48.00 695.30 L2715 20+86.27 -23.00 694.95 L2716 20+82.27 41.47 694.93 L2717 20+82.27 43.01 694.96 L2718 20+82.28 -28.00 695.36 L2719 20+66.28 48.00 695.60 L2720 20+88.25 -36.00 695.76 L2721 20+82.28 -36.00 695.48 7272220+86.28 20+78.45 -36.00 895.42 L2723 20+93.23 -36.00 885.10 72724 1 20+98.51 41.66 1 695.02 Point Station Offset Elevation L2743 20+93.59 29.70 695.19 L2744 20+86.27 29.70 695.48 L2745 20+86.27 24.54 695.07 L2746 20+82.27 22.74 695.01 U747 20+8227 24.54 695.07 U748 20+82.27 29.70 695.48 L2749 20+78.65 29.70 695.54 L2750 20+69.95 28.83 695.67 L2751 20+69.55 32.81 695.75 L2762 20+78.45 133.70 1695.60 L2763 20+82.27 33.70 695.54 L2754 20+82.99 41.66 89521 L2755 20+89.85 55.60 898.18 L2756 20+92.90 53.02 696.12 L2757 20+86.90 40.82 695.75 L2758 20+86.27 33.70 695.54 72759 20+93.59 33.70 69527 L2760 20+97.32 33.70 695.27 N O O N A] r. Station Offset vation 0 o 29.70 0 0 21+47.50 N N o N O O N A] r. Station Offset vation L2701 • 29.70 695.89 uo 21+47.50 N 696.14 o 21+56.00 -36.00 695.85 L2728 21+64.00 .02 N L2729 1+64.00 26.07 L27II L2730 64 29.70 696.14 761 5.78% 1.50% 696.33 72707 1.86% 72706 28.00 i.3' 72712 o 21+82.9 3200 P O 21+75.31 32.00 W r m 21+64.00 LOWER MUSCATINE ROAD 1696.20 72736 Lz7oa 11117.13 L2710 0.61'/, o 21+64.3) aw 697.04 L2738 21+56.41 55. Dint Station Offset vation L2701 21+51.79 29.70 695.89 72721+56.00 21+47.50 29.7 696.14 72727 21+56.00 -36.00 695.85 L2728 21+64.00 .02 695.77 L2729 1+64.00 26.07 695.85 L2730 64 29.70 696.14 L2731 0 28.00 696.33 L2732 +8 . 28.00 696.47 72733 21+82.9 3200 696,55 l2 21+75.31 32.00 696A1 72711 21+64.00 33.70 1696.20 72736 21+64.00 11117.13 696.73 L2737 21+64.3) aw 697.04 L2738 21+56.41 55. 698.88 L2739 21+56.00 47.13 696.62 L2740 21+56.00 33.)0 696.20 L2741 21+51.79 33.70 695.95 72742 21+68.56 33.70 695.60 0.38% L2769 L2709 I o of � O O C3 N N N I Point Station Offset Elevation L2701 21+42.22 -36.00 695.51 L2702 21+47.50 -36.00 695.61 L2703 21+5601 -36.00 696.18 L2704 21+64.01 -36.00 696.30 L2705 21+80.01 -36.00 696.64 L2706 21+80.01 48.00 696.48 L2707 21+64.01 -28.00 696.18 72708 21+64.00 -2230 695.73 L2709 21+64.00 -20.54 695.69 710 21+56.0042.31 0.00 695.64 72711 21+56.01 -28.00 696.06 72712 1 21w.50 I -28.00 1695.57 Point Station Offset Elevation L2761 21+4223 -28.00 695.52 L2762 21+24,86 -28,00 695.45 L2763 20+98.51 -27.99 695.10 L2764 21+24.87 36.00 695.49 U765 20+86.27 -21.47 695.01 U766 20+86.27 0.00 695.42 L2767 20+86.27 22.74 695.05 L2768 20+82.27 0.00 695.38 L2769 21+56.00 -20.54 695.67 L2770 21+56.00 0.00 696.08 L2771 21+56.00 22.01 695.67 L2772 21+64.00 0.00 696.11 L2773 21+34.79 29.70 695.65 L2774 21+20,61 29.70 695.50 L2775 21+19.56 29.70 695.49 L2776 21+05.38 29.70 695.29 L2777 21+05.38 33.70 695.36 L2778 21+19.56 33.70 695.60 L2779 21+20.61 33.70 695.61 L2760 21+34.79 33.70 695.73 a Bal• m O• L274 1' L2727 L2729 -' 8.7' ui m .8' 14.2' 14.2' 17' �'' 72731 3.6' m m o 72748 72744 L -3 _ L2775 L2774 _ _ 727 _ .0 0.00% m 1.75% 72732 L2776 L2726 1.75% �^ a a L2750 -2749 1.57% 0.00% 3.93% 0.85% 748% 1.06% L2 73 1.41% b 87%,� ? o rS n r m ,�'a o 0 72730 1.86% L273sz) O N 1.68% 72]5 Lq N 72758 4` °: `n O' m, u? 1.862 72751 _ 1. '/. .. - 3.71'/. 0.00% 1.23% - L2777 1.62% _ _0.857. _ 72780 _ 1.45'/. _ _ .60/. -5.877 0.00% - L2734 8.9' 0.00% L2760 L2778-. L2779 L2742 7.6' 72753 L2759 L2741 7274 35 11,4' `�, _O 7.3' 3.7' 8.1' 13.8' 3.2' 4.2' „y / m o m m� a P 72757 N v w L2807 72806 L2754 V 1.45% L2739 L2736 L2804 _2803 N v 2756 N 72805 ri '^ • 51 SEE SHEET 728 ,y0 /L2738 PL 2737 SEE SHEET 728 PROJECT N0: 09[023 DESIGAHD Br: s. savERS 60 DATE 9x REVISION DESCR1PT101 LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(6371-70.52 PROJECT 04rE: CREWE BY: S. sOVERs LOWER MUSCATINE ROAD CAD OATS: 2/2 1/2012 1:36:1e Pn DRAW 9r: *Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE L.27 CAO FILE: %:\CR\lE 2009\091023\CAO\Plans\091021L27.Ot IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT * SEE SHEET 1..27 LP56 L250 Elevation , Point Station Offset Elevation L2805 20+92.90 53.02 696.12 1.21108 20+86.90 40.82 695.75 L2807 20+82.99 41.66 695.81 L2808 20+89.85 55.60 696.18 1.2800 20'97.83 68.91 696.60 L2510 20+89.15 72.69 696.54 L2611 21+01.04 78.53 696.12 L2812 21+02.11 81.58 696.17 L2813 21+04.82 77.24 696.06 L2614 21+0298 71.52 696.48 1.2815 21+01.65 67.43 696.54 1.2818 20+9290 53.02 696.12 G3 Station Offset Elevation L2817 v ci ^ 4 SEE SHEET 1..27 897.38 L2818 21+29.48 1.2738 1.2737 697.30 L2819 N 121.34 z.00z L2820 21+23.91 : A.I 896.76 zaoz Point Station Offset Elevation 1.2801 1.2801 21+64.37 54.96 697.04 m 1.2802 21+Sfi.41 56.72 696.88 096.19 L2803 21+56.00 47.13 696.62 813 1.2804 21+64.00 47.13 696.73 G3 Station Offset Elevation L2817 809 897.38 L2818 21+29.48 n 697.30 L2819 N 121.34 l5p/. 4 L2820 21+23.91 : A.I 896.76 L2810 21+20.88 111.57 898.67 L2822 21+13.14 97.40 686.41 L2823 m m 898.12 L2824 � ' 096.19 L2825 21+09.55 99.16 695,49 813 s 113.65 696.75 L281 �. 115.84 696.81 L2828 21+20.56 w 696.82 L2829 21+23.92 .� 1.2812 - -. L2823 -J71. PEDESTRIAN RAMP LAYOUT L2824' 0� s L2822 -` L2825 i- i 2826 p �' 1.2821 �IZ I. Point Station Offset Elevation L2817 21+26.26 128.78 897.38 L2818 21+29.48 124.41 697.30 L2819 21+27.27 121.34 69724 L2820 21+23.91 116.38 896.76 L2821 21+20.88 111.57 898.67 L2822 21+13.14 97.40 686.41 L2823 21+06.74 82.58 898.12 L2824 21+03.00 83.99 096.19 L2825 21+09.55 99.16 695,49 L2826 21+17.46 113.65 696.75 L2827 21+18.81 115.84 696.81 L2828 21+20.56 118.56 696.82 L2829 21+23.92 123.53 697.30 L281 19 \ -1.2818 � 0 5 s•9CgAl FEET F`�lo�F jam` PROJECT NC: 091023 DESIGNED BY: S. SEVERS NO OATS BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 51117 NO, CAD ECTDATE: DRAWNCHECKED BY: S. s6vERs DRE DATE: vzvz0lz 1:36:20 PM DRAWN BY, Fot h FROM KIRKWOOO AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L,28 CAD FILE: X:\CR\IE\2009\091023\LA0\Plana\091023128.a6t IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT 16' 0 O Point Station Offset Elevation 12901 26+53.80 36.00 695.31 L2902 26+14.45 38.00 896.44 L2903 26+40.45 38.00 695.48 12904 26+24.45 38.00 695.82 12905 26+24.45 48.00 06.66 L2906 26+40.45 -28.00 695.36 12907 26+40.45 .21.60 694.96 L2908 26+40.45 -20.59 694.95 1-2909 26+44.45 -21A0 695.00 L2910 26+44.45 -28.00 695.32 L2911 26+51.79 88.40 695.15 L2912 26+88.80 36.00 695,49 L2913 26+90.81 36.00 695.52 L2914 26+94.91 .36.00 695.74 L2915 26+98.93 .36.00 05.74 L2916 27+14.84 .36.00 69627 1-2917 L2918 12919 27.14.94 26+98.91 26+98.89 -28.00 -28.00 -23AI 696.11 695.62 695.35 12920 12921 12922 12923 1-2824 1-2925 L2926 L2927 1-2928 26+98.89 _ 26+94.90 _ 26+94.91 26+90.81 26+98.79 26+98.78 26+98.78 27+05.53 27+06.0 -21.32 -23.42 -28.00 -28.00 21.83 23.56 27.85 27.50 27.50 695.30 695.34 895.62 896.10 M527 M5.31 095A8 M&73 M&79 L29N 27+06.0 31.50 69&65 L2930 27+05.63 31.0 695.60 12931 26+98.78 31.86 895.56 1-2932 28+98.77 35.98 695.64 1-2933 1 28+0.78 51.0 696.31 1-2934 1 26+9278 51-W 89823 1-2935 1 28+94.77 35.73 I895.48 1 3.5' a C! N ry L2983 1-2982� O;I 0.50% 4.1' L2901 0.501/. 9 L2962 0.50% 17.5' 1 4.1' -0.50% L2912 S :v N -0.50% L2966\ Point Station Offset Elevation L29M 26+94.78 W-00 695.50 1-2937 26+68.93 32.00 695.32 1-2938 26+86.74 3200 695.26 M39 28+0A3 28.08 696.26 L2940 26+94.78 29.00 695.44 L2941 26+94.78 23.58 695.27 L2942 26+53.18 3260 695.05 1-2913 26+50.18 3260 695.08 1-2944 26+44.44 32.60 695.34 1-2945 1-2946 1-2917 1-2918 1-2919 _ 26+44.44 26+46.38 26+42.41 _ 26.40.44 26*40.44 36.48 5211 52.60 36.72 32.60 806,49 896.0 698.16 695.56 695.40 26+38.00 3260 695.47 00'0L+ISIo3S10d 3' d1= Station Offset O L2951 28+28.05 4 89&76 L2952 J 001. 1-2915 3.312 1-2916 ( 28.60 695.41 L2954 L2925 n 3'11 � s N 26+40.45 23.95 694.97 L2956 26+40.45 22.06 694.94 L2957 n .5 3.9' 3.3' ~ T4 F 694.97 9 ^ e 6.7' 2 1-2918 3.06% 1-2917 28+50.19 28.60 895.02 L 926 2927,o 16'/. 1-2975 L29T4 ol, 05.40 440• -28.00 0524 0• N 25+53.80 \ 60.15 N 0.01% o .923 % LOWER MUSCATINE ROAD - 293 0.99% it = N L2985 2937 0.00 d1= Point Station Offset Elevation L2951 28+28.05 32.00 89&76 L2952 28+2&05 001. 695.67 L2953 25+3&00 28.60 695.41 L2954 L2925 28.60 695.34 1-2941 26+40.45 23.95 694.97 L2956 26+40.45 22.06 694.94 L2957 n .5 3.9' 3.3' ~ T4 F 694.97 9 ^ e 6.7' 695.28 L2969 28+50.19 28.60 895.02 L 926 2927,o 16'/. 1-2975 L29T4 ol, 05.40 440• -28.00 0524 0• N 25+53.80 \ 60.15 N 0.01% o .923 % L2964 1-2 293 0.99% L2978J-44 �9-38 L2985 2937 0.00 895.35 1-2930 26+811.80 3.2' S.8' L2967 28+94.69 .21.32 Point Station Offset Elevation L2951 28+28.05 32.00 89&76 L2952 28+2&05 2&00 695.67 L2953 25+3&00 28.60 695.41 L2954 26+4OA5 28.60 695.34 L2955 26+40.45 23.95 694.97 L2956 26+40.45 22.06 694.94 L2957 26+44.45 23.98 694.97 L2968 28+44.45 28.60 695.28 L2969 28+50.19 28.60 895.02 L29W 26+71.30 36.00 05.40 26+71.30 -28.00 0524 25+53.80 -28.00 60.15 L2983 25+44.45 -20.59 04.96 L2964 25+44.45 0.00 05.37 L2985 251 0.00 895.35 L2986 26+811.80 -28.00 695.33 L2967 28+94.69 .21.32 69525 L2968 26+94.89 -2OA9 695.21 L2969 26+94.64 0.00 695.62 L2970 26+88.84 0.00 695.64 L2971 26+98.89 -20A9 69523 L2972 26+98.79 20.51 1 69523 L2973 26+94.79 20.51 895.21 L2974 26+85.68 28.05 05.23 L2975 26+81.77 28.11 05.18 L2976 26+69.28 28.30 695.16 L2977 26+8928 32.30 695.20 L2978 26+81.77 3207 695.20 L2979 26+58.77 32.53 695.07 L290 28+56.76 28.0 695.05 L2981 26+53.12 28.55 695.03 L2982 1 26+44.45 20.0 694.98 L290 1 26+40.45 20.50 694.94 N o N N e � a LL p 0�EET 5� � F� PROJECT 60: ovom OESIOREo 6r, s. sovERs NO Dere By REvlslax oEslalPnox LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-37151837)-70.52 \ sHEe, `'" PROJECT 0.1TE: CHECKED BT: s. BOVER9 #Foth LOWER CAD DATE, 2721/2012 ❑36d1 PM aRevx sr: FROM KIRKWOOD AVENUE TO 1ST AVENUE L.29 CAD FILE, KACR\IE\2094\091023\CAO\Plan\091020_L29.At IOWA CITY. IOWA PEDESTRIAN RAMP LAYOUT Point Station Offset Elevation -3001 29+91.29 31.50 696.16 -3002 29+88.02 31.50 MAT -3003 29+81.51 31.50 696.88 L3004 29+75.51 31.50 698.75 L3006 29+63.51 31.50 696.89 L3006 29+6.9.51 25.50 696.77 L3007 29+75.51 25.50 696.66 L3008 29+81.51 25.50 696.57 L3009 29+88.01 25.50 696.05 O O M Point Station Offset Elevation L3010 30+46.38 31.50 695.89 L3011 30+49.65 31.50 695.90 L3012 30+56.15 31.50 696.39 L3013 30+62.15 31.50 696.48 L3014 30+74.15 31.50 696.33 L3015 30+74.15 25.50 696.16 L3016 30+62.15 25.50 696.39 L3017 30+56,15 25.50 696.30 L3018 30+49.65 25.50 695.78 L3019 30+48.38 25.50 696.77 1-3020 30+18.83 25.50 695.91 1-3021 29+9129 25.50 696.04 LM22 I 30+18.83 1 31.50 696.03 0 5 FEET PROJECT DAT 091023 OEfi1GK0 BY: S. SOYE85 NO GATE BY REVISION OESCa If' Foth STP -U-3715 637 --70-52 SHEET N0. PROJECT NO: DESIGNED e Y S. ROVERS _ V LOWER MUSCATINE ROAD IMPROVEMENTS CAD DAM 2/21/2012 1:36:22 PM OBA1m fir: - FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.30 CAD FILE: %:\CR\IE\2009\091023\CAD\Plsa\091023130.9M1t _ IOWA CITY. IOWA PEDESTRIAN RAMP LAYOUT 3.3'3.3' LOWER MUSCATINE ROAD 0.27'/. r 49'/. 0.49% -1 L3006 0.86'% L3007 00" i L302 L3020 1-019 15 0ry o 0 3O 300 3018 1-3017 o 0 o 0 o- m(N' O N O O O (.27% N N I - 1-3003 3011 1-3012 1- 3005 1.11% L3004 7.51' 0.49% L3022 0.49% .54% 1.50% 13013 1.25% L3014 1-3001 1-3010 12' 6' 6.5' 3.3' 27.5' 27.5' 3.3' 6.5' 6' 12' N r- fY� � 1 w -{% � p''� 9 � 1 1�7 CD J 0 5 FEET PROJECT DAT 091023 OEfi1GK0 BY: S. SOYE85 NO GATE BY REVISION OESCa If' Foth STP -U-3715 637 --70-52 SHEET N0. PROJECT NO: DESIGNED e Y S. ROVERS _ V LOWER MUSCATINE ROAD IMPROVEMENTS CAD DAM 2/21/2012 1:36:22 PM OBA1m fir: - FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.30 CAD FILE: %:\CR\IE\2009\091023\CAD\Plsa\091023130.9M1t _ IOWA CITY. IOWA PEDESTRIAN RAMP LAYOUT Point Station Offset Elevation L9101 3427 00 40.41 981.78 L3102 34+2.62 -100.41 591.84 L3103 34+11.62 -77.78 694.72 L3104 34+03.41 -64.05 691.65 L3105 33+97.24 53.75 594.60 L3106 33+93.83 -42.45 694.52 L3107 33+73.46 -40.51 694.68 L3108 33+69 48 -40.11 694.71 L3109 33+53.56 _ 58.52 898.05 L3110 33+54.35 -30.56 894.89 L3111 33+70.27 -215 1894.59 L3112 33+71 07 -24.19 1693.95 L3113 33+75.05 -24.59 693.92 L3114 33+7425 -255 894.58 L3115 33+93.71 -34A5 694.40 L3116 33+97.71 594.34 L3117 _-4.39 34+02.83 34.31 693.93 L3118 34+09.30 -4221 893.97 L3119 34+02.96 4231 694.05 L3120 33+97.83 -42.39 894.48 L3121 34+00.68 51.70 694.52 L3122 34+08.84 5200 694.67 L3123 34+15.06 -75.73 894.84 L3124 34+92.14 -90.49 695.88 L3125 _ 34+95.90 -89.10 1695.94 L3126 _ 34+84 41 53.04 694.50 '3127 34+81.98 -45.42 694.20 L3128 _ 34+80.90 -4203 694.15 L3129 35+00.37 41.00 694.30 L3130 34+99.71 33.03 694.14 L3131 34+80,70_ 34.03 694.03 L3132 34+80]0_ .28.26 693.57 L3133 34+80.70 -25.47 693.51 L3134 34+76.70 .28.26 693.54 L3135 34+76.70 -34.03 694.01 L3136 34+71.03 34.03 693.60 L3137 34+66.37 4203 693.66 L3138 34+71.03 -4203 693.72 L3139 34+74.67 4222 694.13 L3140 34+76.71 -4203 694.13 L3141 34+75.83 45.89 604.15 L3142 34+78.17 46.63 694.18 L3143 34+80.60 51,26 694.42 L3144 34+80.70 -24.92 693.51 L3145 34+80.70 -20.50 693.48 L3146 1 34+75.70 -20.50 693.50 L3147 34+76.70 -25.07 693.52 L3148 34+66.37 -34.03 893.62 L3149 34+35.32 34.04 693.83 L3150 34+32.36 34.04 693.85 L3151 34+08.18 34.21 693.84 152 34+32.36 4204 693.92 L3153 34+35.32 142.04 69292 Ulm 33+75.05 -24.02 093.93 L3155 33+75.05 -20.50 1 894.00 L3156 33+71.07 -20.50 1894.03 L31 2.16% L3I08 10.74% L3107 L3109 O O N N 0 L3111 0.74% L3114 L3110 1.91% 0 o m m m L 113 Iq 0 L3112 L3154 PROJECT NB, 091023 DESIGNED BY: S. SOI PROJECT DATE. CRECKEO BY, S. SOVERS CAO DATE. 2/21/2012 L35d3 N MANN BYE CAD FILEt Kt\CRVE\2009\091023\CAO\Plein\09IO23_L31. nt L3104 L3 121 rILO3117 O8 3123 L3102 1 L310 0.38% .8 L3150 5% L3149 23.7' 3' 0 5 FEET �L3125 2.001 � O N 7s n roman L3126 L3143 O Q P + N 6\ LO Y L3141 341• L3142 L3127 � O P• O h 4.7' o N 12.5- 2.5'3128 312 17 7. L 1 3138 0. 37. 39 L3140 I 0.7q% L3129 7. N V N N 0 O pp N N 0.66% 314g 0.48'. L3135 L3131 o0 L31360.607, 7 0. 5% L3130 31' y. 12.1' 0 0o w N L 132 L313 m ry 1'1 L3147 m ^' 0.45% L L314 o .n e o L3146 0 0 0.50% L3145 LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715iS37i-70.52 FROM KIRKWOODAVENUE TO 1STAVENUE LOWER MUSCATINE ROAD L.31 IOWA CITY, Iowa PEDESTRIAN RAMP LAYOUT o a 0 0 6 0 Offset Elevation 0 0 0 33+85,81 N N N L3214 33+80.08 O O 694.25 L3215 33+75.09 O 694.47 N N 33+71.09 34.50 694.51 0 33+55.29 32.49 694.96 L3218 33+56.09 26.60 694.84 L3219 33+71.09 28.50 694A2 L3220 33+71.06 25.09 694.14 L3221 33+71.01 23.10 694.08 L3222 33+76.06 ,L3 25 694.10 L3226 33+71.08 1-323 694.44 L3226 33+75.06 \ LOWER MUSCATINE ROAD 694.42 0.50% 33+75.06 20.50 694.01 L3228 33+85.65 1-3234 694.14 L3233 34+76.70 0.00 1 693.91 L3234 O 0.00 103.89 L3235 33+71.04 20.50 �7y CDS :1" R B1 s 1-3232 34+76.70 23.00 693.55 1-3236 e.. . a aLq 693,48 1-3237 34+76.70 20.50 693.50 In N N •�4 + C7 113235 _ _1 0.50% 17 Point Station Offset Elevation L3213 33+85,81 31.50 694.23 L3214 33+80.08 34.50 694.25 L3215 33+75.09 34.50 694.47 L3216 33+71.09 34.50 694.51 L3217 33+55.29 32.49 694.96 L3218 33+56.09 26.60 694.84 L3219 33+71.09 28.50 694A2 L3220 33+71.06 25.09 694.14 L3221 33+71.01 23.10 694.08 L3222 33+76.06 25.05 694.10 L3226 33+71.08 0.00 694.44 L3226 33+75.06 0.00 694.42 L3227 33+75.06 20.50 694.01 L3228 33+85.65 28.55 694.14 L3233 34+76.70 0.00 1 693.91 L3234 34+80.70 0.00 103.89 L3235 33+71.04 20.50 1 884.03 4.6 0.177. 1-8 _ - - - 0.53% -�> _ _ - - - - _ i �x v L3229 0.50% L3230� 0.50% v o u O. r 601 0 Lq N N 4.39%~ ^ 1-3 13 _ _ _ _ _ 0.53% 1-3231 _ _ _ _ _0.50%_ _1-3209 0. 0% 3.367. 0.50% 32L3 L3207 I 4 L3206L320E 5' S.7' 6' Point Station Offset Elevation L3201 34+80.70 23.00 693.53 L3202 34+60.70 23.49 693.54 L3203 34+80.70 28.50 693.94 L3204 34+80.70 34.50 694.03 L3205 34+76.70 34.50 694.05 L3206 34+69.28 34.50 694.30 L3207 34+63.28 34.50 693.82 L3208 34+56.11 34.50 693.88 1-3209 34+63.28 28.50 693.73 L3210 34+69.28 28.50 69421 L3211 34+76.70 28.50 693.96 L3212 34+76.70 23.49 693.58 1-3223 -33+75 08 28.50 694.38 1-3224 33+80,08 28.50 694.15 1-3229 34+19.14 28.81 693.95 1-3230 34+56.07 28.55 693.77 1-3231 34+19.09 34.76 694.07 1-3232 34+76.70 23.00 693.55 1-3236 34+80.70 20.50 693,48 1-3237 34+76.70 20.50 693.50 0 5 FEET PROJECT N0: 091063 DESIGNED Y: S. SOVERS PROJECT DATE: DESIGNCHEOCEO BY: S. SOVWIFERS CAD DATE: 212112012 1-36:24 PM DRAWN BY: CAO FILE. X:\CR\IE\2009\091023\CAD\Plans\091023132.Y t NO GATE BY REVISIM DESCRIPTION I Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA I I LOWER MUSCATINE LOWER M 5(637) NE ROAD ROAD PEDESTRIAN RAMP LAYOUT SHEET ND L.32 Point Station Offset Elevation L3301 40+43.85 -30.91 693.68 L3302 40+43.85 -32.87 693.71 L3303 40+43.85 37.65 694.08 L3304 40+24.81 31.99 694.31 L3305 40+24.02 39.94 694.47 L3306 40+41.10 43.88 694.18 0307 40+60.86 49.59 694.32 L3308 40+59.00 -57.42 694.20 L3309 40+68.78 -77.62 694.42 L3310 40+72.73 -78.97 694.34 L3311 40+63.15 -54.02 694.12 L3312 40+67.75 -53.42 693.75 L33i3 40+69.83 .53.15 693.72 L3314 40+67.24 49.45 693.75 L3315 40+62.64 .50.05 694.12 L3378 40+55.24 43.80 69421 L3377 40+47.85 .37.55 694.08 L3318 40+47.85 .32.87 693.71 L3319 40+47.86 .20.50 693.88 L3342 40+43.85 .20.50 693.83 m o / O 2.00% L3324 (D L3323 i F (]0+58 9 4.6' L3312 Elevation L3320 \ L33110 693.87 p p 41+32.14 O61 �. 693.93 L33 3o 41+36.36 45.17 694.27 o y�\. L3339 0 -77.37 694.26 L332 L3315 8• L3314 0 694.34 L3325 L3307 47.42 0.50%' L3338--- o L3340 - - _ _ 3 2. 36.18 694.56 - - 2.0 - -0/. 0 - / - - - •O L3328 7.5' -25.51 - -0 5320 321 L3329 41 22.5' L3337 o L3341 0, 09. i 41+48. -28.81 694.18 - 2.00;,0 '- - L3336 �. L3316 1 33ne . 694.16 L3332 22.5• - - i - -0.507. �5/. PROJECT 40: 091023 CESIONEC BY: S. SOVERS PROJECT OATS: CHECKED BY: S. SDVERS CAD DATE: 2/21/2012 1:36:25 PM DRAWN BY: CAO FILE: K:\CR\IE\2009\091023\CAD\Plana\091023-L33..Nt r- 0' 1 x ,I - N A L7 / 1.75% L3319 b - N L3416 0.5% L3415 • SEE SHEET L.34 NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD L Foth Point Station Offset Elevation L3320 41+28.98 46.00 693.87 21 41+32.14 45.64 693.93 2 41+36.36 45.17 694.27 STP -U-3715(637)-70-52 41+29.08 -77.37 694.26 L332 41+33.03 -76.76 694.34 L3325 41+39.57 47.42 694.33 L3328 41+51.13 36.18 694.56 L3327 1+72.63 -29.51 695.29 L3328 .54 -25.51 695.21 L3329 41 -32.83 694.50 L3330 41+48. -28.81 694.18 L3331 41+48.94 N, -26.42 694.16 L3332 41+44.94 -28.81 694.12 L3333 41+44.94 .83 894.44 L3334 41+35.92 694.27 L3335 41+31.69 41, 693.93 L3336 41+18.46 43.15 693.86 L3337 40+96.10 45.6594.31 L3338 40+74.63 48.E48 L3339 40+75.15 -52 fi93.8 L3340 40+96.55 49.62 694.27 L3%1 41+18.91 47.12 693.82 ry I L344 1.00% * SEE SHEET L.34 L3444 LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 FROM KIRKWOOD AVENU E TO 1 ST AVENU E LOWER MUSCATINE ROAD IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT N O 0O I I � LOWER MUSCATINE ROAD �/L344 .l I IIL34161 I I Y 1.nnz .0% L3417 \3414 I 0 I4 _I L341 Point Station Offset Elevation L3401 40+43.84 27.42 694.28 L3402 40+43.84 30.04 694.38 L3403 40+43.84 34.55 694.74 L3404 40+41.54 37.82 694.80 L3405 40+52.77 49.91 695.26 L3406 40+5620 47.86 69523 L3407 40+60.77 47.89 694.63 L3408 40+63.08 47.90 694.87 L3409 40+60.80 43.99 694.n L3410 40+5623 43.86 695.14 L3411 40+7.84 34.55 694.74 L3412 40+7.4 30.04 604.311 L3413 40+7.84 27A2 694.34 L3414 40+7.85 20.50 694.25 L3415 40+7.85 0.00 0.0000 L3418 40+3.85 0.00 0.0000 L3417 40+3.85 20.50 694.21 L3418 40+63.10 43.90 694.80 L3419 40+68.29 43.94 694.88 L3420 40+90.79 44.10 0.0000 L3421 40+90.76 4&10 0.0000 L3422 40+6826 147.94 694.95 71 13 12 62 f L34 2.3' Point Station Offset Elevation L3423 41+14.10 43.87 694.88 L3424 41.211.61 43.72 1 894.95 L3425 41+3028 43.N f 894.97 L3425 41+34.76 43.63 695.33 L3427 41+4.83 3721 895.21 L3428 41+4.93 32.52 694.83 L3429 41+4.93 30 695.25 L3430 41+4.94 694.63 L3431 41+8.81 Rb.5c 894.65 LU32 41+6.93 30.62 694.80 LU33 41+6.93 32.52 894.85 L3434 41+6.93 3721 69523 LU35 41+65AV 32.47 695A3 LU36 41AM 36.45 695.51 LU37 .89 40.81 69529 L A +37.71 50.38695.45 L3439 41+34.00 47.53 695.39 L3440 41+30.32 47.68 695.03 L 41+26.85 47.72 695.03 41+14.15 47.87 694.96 3 41+44.94 0.00 694.61 L3444 41+8.94 0.00 694.67 3.5' 4% v 03419 1.96% N 'L3420 1.96% - L3423 0.56% L3434 �' l,�\• :00% N 3418 10 L3421 2.09% N L3442 0.55% \ L3a .547. y L3422 _ .13'/. _ _ _ _ _ _ _ _ _ - / 8 L3441 L3440 ISO. 3.5' 4.5' 184+00 - un N A W `` 0.50''/. I\L3430 L3431 _ m e o I ? � Z FEET Q r PW3ECT 40: 0%023 0E511M Br: s. SOYERS No DATE By P ISION DIDNDRIPT1011 STP -U-3715(637)-70-52 ""' PRa43ECT DATE, CNECREO BY: 5. WEE. Fot h LOWER MUSCATINE ROAD IMPROVEMENTS CM DATE: 2/218012 1:3666 PN DRAWN 9Y: FROM KIRKWOOO AVENUE TO AVENUE LOWER MUSCATINE ROAD L.34 CAO FILE: M:\CR\IE\200%\091023\LA0\Plana\091023.L34.et IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT Li MIDAM/KIRKWOOD 1.30% 1 1.66% . L3507 Point Station Offset Elevation L3501 165+00.20 -31.03 690.89 L3502 165+04.20 -31.02 690.84 L3503 165+04.18 -25.09 690.64 L3504 165+05.17 -21.08 690.50 L3505 165+05.15 -15.08 690.02 L3506 165+05.15 -12.51 690.07 L3507 165'05.15 0.00 690.32 L3508 165+05.15 13.29 690.60 L3509 165'05.15 15.71 690.84 L3510 165+05.15 21.71 691.00 L3511 165+10.19 32.38 1 691.33 L3512 165+17.74 47.30 691.80 L3513 165+11.74 47.21 691.92 L3514 165+06.71 37.24 691.59 L3515 164+99.15 21.71 691.09 L3516 164+99.15 15.71 690.73 L3517 164+99.15 13.30 890.69 L3518 164+99.15 0.00 890.42 L3519 164+99.15 -12.50 690.17 L3620 164+99.15 -13.02 890.16 L3621 164+99.15 -15.10 690.10 L3522 164+99.17 -21.10 690.58 L3523 165+00.18 -25.10 690.59 c a 5 FEET 1.50% 3515 L3510 6, N L3511 o- R' \ / L3514 _ .l PROJECT x0: 09I@3 CHECKED Y: S. SOVERS I x0 0n1e ex REnslav OEscRlPn0x I Foth I LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3115(637)--70-52 CAD ECT DAT once, ORA" B BY: S. s0vERs LOWER MUSCATINE ROAD cAD DATE: zizvmlz 1ae:n PM ORA" 9r: FROM KIRKWOOD AVENUE TO 1ST AVENUE L.35 CAD PILE: x:\CR\IE\2009\091023\CAD\PiaM\MI023-L35.axu Iowa CITY, IOWA PEDESTRIAN RAMP LAYOUT N a 0 o a o N N N N e; 37 .mss 000 000 3508 p� 0 0 ! O J 1.50% 3515 L3510 6, N L3511 o- R' \ / L3514 _ .l PROJECT x0: 09I@3 CHECKED Y: S. SOVERS I x0 0n1e ex REnslav OEscRlPn0x I Foth I LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3115(637)--70-52 CAD ECT DAT once, ORA" B BY: S. s0vERs LOWER MUSCATINE ROAD cAD DATE: zizvmlz 1ae:n PM ORA" 9r: FROM KIRKWOOD AVENUE TO 1ST AVENUE L.35 CAD PILE: x:\CR\IE\2009\091023\CAD\PiaM\MI023-L35.axu Iowa CITY, IOWA PEDESTRIAN RAMP LAYOUT Point Station Offset 0 1.3627 A 125+49.01 -16.97 703.09 w m L3602 125+49.00 -18.40 703.14 L3625 2.00% 125+48,98 -74.98 703.67 702.38 L3604 1-3628 -28.98 103.73 L3632 L3805 126+48.91 -3323 a 125+88.98 L3606 125+49.04 33.72 o � N 125+5/.69 -56.33 704.59 703.13 1-31508 125+58.83 -56.42 704.47 L3637 L3W9 125+58.57 1_V 4• 12' L3610 125+52.92 -3275 7.4' 1 -24.00 L3611 125+52.94 L3629 703.89 703.13 EI 4.58% 1-3623 4.587.. -29.00 1.50% L3842 8. ' 125+62.05 -29.00 1-3624 " 0 1-36 W N 703.15 N O 3.51% mE3620 4.417 13619 � 33 7.05% 125+87.96 30.09 702.75 L3663 0.00% 125+88.12 -29.10 702.73 126+49.98 J m11 A W -29.10 70273 Point Station Offset Elevation 1.3627 L3601 125+49.01 -16.97 703.09 126-12.98 L3602 125+49.00 -18.40 703.14 -25.09 1-3603 125+48,98 -74.98 703.67 702.38 L3604 125+48.94 -28.98 103.73 L3632 L3805 126+48.91 -3323 703.94 125+88.98 L3606 125+49.04 33.72 703.94 -25.10 L3607 125+5/.69 -56.33 704.59 703.13 1-31508 125+58.83 -56.42 704.47 L3637 L3W9 125+58.57 -55.36 704.51 125+8238 L3610 125+52.92 -3275 703.88 1 -24.00 L3611 125+52.94 -29.00 703.89 703.13 EI L3612 125+60.19 -29.00 703.19 L3842 L3613 125+62.05 -29.00 703.14 125+88.45 L3614 125+62.34 30.01 703.15 3200 L3615 125+75.43 30.05 702.92 702.87 L3616 125+87.96 30.09 702.75 L3663 L3617 125+88.12 -29.10 702.73 126+49.98 L3618 125+UA3 -29.10 70273 24.00 L3619 126-98.915 -20.09 702.96 70223 L3620 125+98.87 41.09 703.49 L3668 L3621 125+96.83 45.00 703.83 125+98 1-3622 128+00.8345.08 L3670 703.78 24.00 L3623 126+00.87 41.08 703.57 702.25 702.57 L3824 128+00.98 1 -29.08 703.02 1-3875 L3625 128+12.98 1 -29.08 703.15 125+53.18119.31 L3626 128+16.98 1 -29.06 703.19 2.781 Point Station Offset Elevation 1.3627 126+16.98 -25.06 703.10 L3628 126-12.98 -25.07 703.07 1-3629 128+00.98 -25.09 702.98 1-3630 126+00.98 -17.73 702.38 L3831 126+00.98 -16.63 702.33 L3632 125+96.98 -17.73 702.45 L36M 125+88.98 -25.09 702.96 511 125+88.36 -25.10 702.65 1-3835 125+89,88 -24.10 703.13 063 Gi T- 25+8801 -24.09 702.72 L3637 125+75A7 -24.05 702.63 L3638 125+8238 -24.01 703.07 L3639 125+59.52 1 -24.00 703.63 L3640 1 125+60.19 -25.00 703.13 EI L3841 125+52.98 -25.00 7038) L3842 125+53.00 -18.42 170310 _ o ry A D UI 1.47% 1 1 L3637 �L361.3 w 1 - Lu Lu K 44 W¢QN S U T N 126+00 a /L `L3671 -3659' L364 0 Point Station Offset Elevation L3643 125+49.18 17.49 702.84 L3644 125+49.18 19.33 702.85 L3645 125+48.20 24.00 703.16 L3646 125+41.20 24.00 703.36 L3647 125+33.17 25.26 703.56 13848 125+33.18 29.15 703.60 L31I 125+41.23 3200 703.40 L36M 125+4823 3200 70320 L3651 125+49.26 40.00 70328 L3652 125+49.28 48.00 703.35 1-3853 125+53.26 48.00 703.24 L3964 125+5328 40.00 70320 L38156 125+53.29 3200 703.14 1-3658 125+58.57 3200 702.71 L3657 125+628.6 32.00 702.68 L3658 125+75.73 32.00 702.56 L3659 125+88.45 32.00 70221 L3560 125+91.77 3200 702.30 L3661 125+96.98 3200 702.87 L3662 128+00.98 3200 702.73 L3663 126+08.98 3200 702.78 1-3664 126+49.98 24.00 70231 L3665 126+00.98 24.00 702.61 L3666 126+00.98 10.27 70223 L3667 126-00.98 17.49 702.18 L3668 125+96,98 1927 702.17 L3669 125+98 24.00 702.55 L3670 1&111111111177 24.00 702.18 S7425 125+75.70 24.00 24.00 702.25 702.57 125+8245 24.00 702.84 1-3875 +58.67 125+53.20 24.00 24.00 702.88 703.10 1-3878 125+53.18119.31 702.78 06% O O u 0 -I C'7 040o% 3 CD p L3654 .3675 0.72% 0.58 % L3655 05 �.0% 0.97% 09% . • 1-3 g m0 AVEST NUE N D 5 FEET I PROJECT NO: 011023 DESIGNED BY: S. BOYERS NO DATE BY REVISION DESCRIPTION BEET NO. PROJECT DATE: CHECKED BY: S. MYER6 LOWER MUSCATINE ROAD IMPROVEMENTS STP-U$7151837i-70.52 CAD GATE: 212112012 1:36:28 PH DRAWN BY: F�h FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L,A76 CAD FRE: XI\CR\IE\2000\091023\CAD\PlA \091003_L36.e t IOWA CITY. IOWA PEDESTRIAN RAMP LAYOUT O O u -I C'7 CA1 3 CD v N D 5 FEET I PROJECT NO: 011023 DESIGNED BY: S. BOYERS NO DATE BY REVISION DESCRIPTION BEET NO. PROJECT DATE: CHECKED BY: S. MYER6 LOWER MUSCATINE ROAD IMPROVEMENTS STP-U$7151837i-70.52 CAD GATE: 212112012 1:36:28 PH DRAWN BY: F�h FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L,A76 CAD FRE: XI\CR\IE\2000\091023\CAD\PlA \091003_L36.e t IOWA CITY. IOWA PEDESTRIAN RAMP LAYOUT STA. 202+21.67. 123.18' RT FG ELEV. = 690.71 0 STA 202.08.61. 128.18' IT CENTER OF 5' RADIUS 1/2 FG ELEV. = 690.47 BTA. 202+16.07. 129.79' RT ® FG ELEV. = 689.8] m F�Et��Cf#b'r1z� ® STA202.03.61. 113.53' RT ,NO 25' RADIUS FG ELEV. = 690.53 ® STA. 201+78.61, 143.53' RT CENTER OF 25' RADIUS 1/4 FG ELEV. = 690.96 1/2 FG ELEV. = 690.77 3/4 FG ELEV. = 690.62 STA. 201.78.61. 168.53' RT BEGIN 25' RADIUS FG ELEV. = 691.18 ® STA. 200.92.64. 168.53' RT ENO 27' RADIUS FG ELEV. = 693.76 ® STA. 200+92.62. 141.54' RT CENTER OF 27' RADIUS 1/4 FG ELEV. = 694.42 1/2 FG ELEV. = 691.29 3/4 FG ELEV. = 694.06 STA200.65.61. 141.53' RT ® BEGIN 27' RADIUS FG ELEV. = 694.43 ® STA. 200.61.64. 131.53' RT CENTER OF 4' RADIUS FG ELEV. = 694.41 STA. 200.47.61. 127.53' RT ® FG ELEV. = 691.89 STA. 200.47.64. 36.53' RT © FG ELEV. = 694.47 STA. 200.64.54. 32.53' RT ® CENTER OF 4' RADIUS FG ELEV. = 693.93 ® A 0+68751' RT FGELEV. 691.21 ®STA. 201+23.54. 17.54' RT FG ELEV. = 692.54 STA. 201.27.55, 31.54' RT © CENTER OF 4' RADIUS FG ELEV. = 692.08 STA. 201+31.55, 27.06' RT ® END 15' RADIUS FG ELEY. = 691.89 ® STA. 201+16.56. 12.50' RT BEGIN 15' RADIUS FG ELEV. = 692.38 ® STA. 201+16.56, 27.50' RT CENTER OF 15' RADIUS 1/2 FG ELEV. = 692.11 STA. 201+70.73, 27.50' RT ® CENTER OF 15' RADIUS 1/2 FG ELEV. = 690.64 STA. 201+70.73, 12.50' RT ® END 15' RADIUS FG ELEV. = 690.28 STA. 201.55.75. 26.80' RT ® BEGIN 15' RADIUS FG ELEV. = 691.10 ® STA. 201+59.746 31.50' RT CENTER OF 4' RADIUS CENTER OF 4' RADIUS 1/2 FG ELEV. = 693.47 1/2 FG ELEV. = 640.99 \ ® STA. 201+63.74, 17.54' RT 85.03' RT FG ELEV. = 690.88 1 ® STA. 201.80.66. 17.51' RT I FGCEV. = 690.07 1/2 FG ELEV. = © STA. 202.00.74. 17.54' RT FG ELEV. = 689.66 RADIUS RT ®STA. 202+05.74, 32.18' RT CENTER OF92.5' CENTER OF 5'RADIUS 693.26 1/2 FG ELEV. = 689.99 ®STA. ©STA. ®STA. 202+21.67, 37.18' RT FG ELEV. = 643.76 201.21.06 37.15' RT FG ELEV. = 690.27 ® STA. 202+03.65, 39.68' RT FG ELEV. = 690.01 ® STA. 201+98.24, 37.15' RT FG ELEV. = 690.11 ®STA. 201.80.65. 37.15' RT FG ELEV. = 690.46 ® STA. 201+66.24, 37.15' RT FG ELEV. = 690.90 ®STA. 201.80.64, 55.54' BY FG ELEV. = 690.55 ®STA. 201+78.13, 61.04' RT CENTER OF 2.5' RADIUS 1/2 FG ELEV.= 690.65 201+78.13, 85.03' RT ®STA. CENTER OF 2.5' RADIUS 1/2 FG ELEV. = 690.79 ® STA. 201+80.62, 101.54' RT FG ELEV. = 690.78 ® STA. 202+03.61, 120.68' RT FG ELEV. = 690.42 ®STA. 201.76.61. 114.74' RT CENTER OF 4RADIUS 1/2 FG ELEV. = 690.95 \ ® STA. 201+76.61. 141.75' RT \ CENTER OF /' RADIUS �O 1/2 FG ELEV. = 691.13 \ ® STA. 201.80.60 118.25' RT \ FG ELEV. = 691.01 ® CENTERO OF 4'6 RADIUS 1/2 FG ELEV. = 693.66 00+GoZ 00+Zo ®4 STA. 200+92.63, 114.52' RT CENTER OF 4' RADIUS 1/2 FG ELEV. = 693.47 \ \ ® STA. 200+91.15, 85.03' RT \ 1 CENTER OF 2.5' RADIUS I 1/2 FG ELEV. = 693.40 STA. 20U+® RADIUS RT NG 00 CENTER OF92.5' 1/2 FG ELEV.= 693.26 ®STA. ©STA. 200.71.04. 37.15' RT 0 ^ CJ .t/ Co • ,.. FG ELEV. = 643.76 201.21.06 37.15' RT FG ELEV. = 692.25 LOWER MUSCATINE ROAD jj 1 I I I I PROJECT N0: 091023 DESIGNED BY: S. BOYERS PROJECT DATE: CHECKED BY: S. COVERS CAO DATE: 2/21/2012 1:36:31 PM DRAWN BY: CAD FILE: r:\CR\IE\2009\091023\CAD\Plana\09I023-L37.eM1 NG L---------) -VIS ON DESCRIPTION Foth DO X / O ( \\ 0 30 FEET 0 A� =� MIDAMERICAN LOOP C:) v aYARD` 00x \ _a +177 m BT -1 C w C 6' mumumumumummmmmm MM■■®■■■■■■ PCC I I I I I I I I 11 Qo+491 I I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA 11 I I 1 11 1 1 STP -U-3715(637)-70-52 MIDAMERICAN-PARKING JOINTING, GEOMETRIC & STAKING LAYOUT SHFET NO. L.37 2 3 5 6 7 6 NERAn, VERNON W ZABLER. SCOTT D BELL. CHESTER W O M A A K RKW 0 AVENUE F CHRIST II II II & LORIA F A I +O of I DECKER, LINDA L ®® III 0 II R/W 6 /WO w�i— ' I I 0* $ o11 - wau an _ Til asio— O R/W . +a_=osvN- — — G — - E N I - - wI KIRKWODU \ -- San. - _ _ r —_— -- _ I —__' " o C7 s o c 2 _ aY so 61 50 San — — c+ � San. — - — - — R/ 0 Jc�I�� � F� — � T1 — �R/W I Q Q I ' R/W 1 1 I_[• _ R/W m I ROTECT EXISTING I RETAINING WALL ® ©I ® I mZ ® ® FIXSEN, MICKEY 8 HENRY BRADFORD V M A A AGUILAR, MANUEL A I .mar & JEANINE M SOTELO-HENRY. RITA & KIMBERLY A & MARY C & DELORES J T R N �N j�20 �NOESHEETS REMOVAL a EET WATER MAININFORMATION _ f1��_ FEET P- - 7 a HOR17ONTAL REFER TO 1 SHEETS FOR REFER TO H SHEETS OR-,�{✓r/ ' + REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION I 14 _S:Sqj PRO OLEDGR DE-. _. oorEXISTI G GROU D @ � R ADWAY P-2.. -D - - 132 LP STRUCTURE -2.:SW510 INTAKE E @ 4.34. -- SIA. 1+42. 0. 15.50' RT -- P-3 I8" FORM GRADE ELEV.= 645.66 .RCP _ _ 5 4a 0.8 Ft. .OUT= P=2 ELEV 1682.70 262 L 1.35 92 BOTTOM WELL= 690.8 8"I IP - STRUCTURE S-3. -507 INTAKE NATE .MAIN STA; 3+ 4:00. -15. T. rRn :. FL.IN m 685.62 -2 FLL'.OUT. 685.52.-3S UCTURE -6, SW-5,,I W/SW 542 INTAKE BOTTOM. ELL= 685.02 4+30;0. 15.50' RT F MGRAGE ELEV.=6 8.97 FL-•.. _ -.F ..- .97 P+S FL. :OUT- 666 3.47'. P•6... OU 670 - BOTTOM MEL = 682:97 t'1 r O N Q N r n In t1 N O AO N I� N n N CO Cl P N O N Q m N Q Q n OJ Q O N OJ W t� <D N P O W]N PP OPD NIN ^ ^ OO 00 OP O'P 0'P PP O'P 00 O' O' C' O' O' O' C' C' C,T O' O 0]m wCD 00 DO DO hn n n n tO O O AD O IO t0 O O to O O O AO AO t0 tD tO O tO O 10 N AO AD IO O 1O AO -+00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 +50 +75 3+00 +25 +50 +75 4+00 +25 +50 +75 5+00 DESIGNEDS. SVERS PROJECT N0: 091023 CHECKED NO GATE BY REVISION DESCRIPTION STP-U-3715(637)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS SHEET M. BY: S. SINERSWyss PROJECT DATE: Y: vlsrzDlz *Foth FROM LOWER MUSCATINE ROAD M.01 CAD DATE: u:t]:ae AM DRAWN BY; J. OEOOWER STORM SEWER AND SUBDRAIN LAYOUT CAD FRE: X:\CR\IE\2009\091023\CAO\Plans\091023_MOl.aht IOWA CITY, IOWA U8 9 10 II Qp 13 14 1 THE HOUSING O GROUP C O TAKTAKISHVII ALAR O 0 M RENTA I O WEHRLE, MAHONEY, SARAH J MAJOR. CH-RISOPHER MICHEAL O FORAKER, THOMAS & AMY JO WILLIAMS, + FRANK �\ + + + + Go� O ..+-y-� X _ O W �o III LOWER MU ATIAC ROAD III \ San.- _ - Y V Y Y so' w A,Y I/W -: B� R/w R/W MHtI �H -_- - - M R/M \ \ N oz MODULAR BLOCK RETAINING WALL (REFER TO U SHEETS) r- BUSS. DARYL DEAN CROY, SUSAN MARIE ® 49 LAUTNER, CHAD W FIELD, HOWARD BLOUNT, ERICA M 'I 6 DARLENE M J MAX Y T TH A s r Ff KRON. RONALD & LINDA SUE R '' ro 46 SMALC. D000tA57W &&-GUYS O L• U 9 A V SANITARY SEW FORMATS FOR TION VAL NO WATER MAINE]IMF �KjiL,Z[J H F H SHEE S 0 / REMOVAL INFORMATION IGHT-OF-NAV INFORMATION 695 STRUCTURE S-52, SW -403. 96"x96' L 695 STA 6+64.00, 13,00' Lr. PROPOS D PROFIL GRADE RIM FL. FL. ELEV.= 6 IN = 679.4 OUT= 678 7.28 P-51 94 P-52 EX STING @ ROADW OUND Y 690 .BOT ON WELL 678 690 -0.38% .0. 0% 685 685 P-6 24" CP 26 LF 0.89% P -45F P ZO LF Y 0.40% P- 48" CP P:-49. 48" RC 145 LF C .43% 5 L 0. O'/. 680 680 STRUCTU 5-50. -541 W/ SW -542 1 TAKE 675 STA: 6+9 .00. I5. FORM GR OE ELEV. FL• IN = 681.14 FL. OUT- 680.74 RL 687.09 P 6 P 50 P-51 4 28 LF RCP a 1.00%RADEELEt., 8" EXIST SAN. FL= 677. 2 6FRU0 TA. 11,01.00. E 5-17 SM -511M D.1 M/ -542 SINTAKE 675 1 .50' LT. 670 UIJI IUM ItLL=680 . 24 STRUCTURE STA. FORM S-51. SW -541 00.1 W/ W-542 i TAKE STP TUBE. S- STA. 8-47.00, RIM LEV-=..68 FL. N = 680. FL. N = 682.E2 9, SW -40 72"x48' MANHOLE FL. FL. FL. OU BOTTO = 680.29 P-45 683.04 P-46 = 4 P-47 WE 9.77 670 12.83' L .83 7 P-47 P-48 -98.00. 5.50' LT, A V.= 687.(q FL. 1. 679.4 P-49 L. U= 680.05 P-4 FL. 1 = 680.5 P-50 BOTT M WELL= 679.55 FL. 0 IT= 679.3 P-51 BOTTOM WELL= 78.82 665 665 t0 TO N n N r U3O N mCD O , m mN V) W3 V O Q O Q <U1 00 a t0 O Ntp O r, U3 00 r Op I� 0'00 O O 0 O N ON CD O QO 1pP n I� U1 N D)N 0 O D` O 0' t7 NO U3 O^ CD CD l0 P O0 P tp 0p m t0 10 lD 00 O0 ID P w 00 CO CO CD tD tD 00 00 O V) C6 CD 10 1z CO m 0p IO O 1� O3 00 W V3 w I, DO Op O t0 n m (0 t0 C0 I� V) V0 0 O CO O n Op l0.� m n m 0p t0 m n O) N DO m 00 CD 00 Op ID t0 t0 t0 �O D7 00 w P m O' OD O' m m O3 00 CD w _ �0'�D _ t0 t0 +75 - 9+00 0 P 00 0 CD tO t0 t0 +25 +50 O' m t0 D1 0 ( �0 tD C' CD D) t0 O' m �O W O' P <O (O 0p tD t0 V) Q O w O' OD C' N O O' C0 w t0 O 0' t0 5+00 +25 +50 +75 6+00 +25 +50 +15 7+00 +25 *50 _ _ _ +75 8+00 +25 +50 +75 10+00 +25 +50 +75 11+00 PROJECT 0: 091023 PROJECT Dere: CAD DATE. 2116/2012 OESIONEO BY: S. SOYE6 CHECKED BY: S SOVERB w13.50 AM DRAWN BY: J. DEBDVER NO 0.17E BY REYISIOR DESCRIPTI011 r ` O`� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUEOWER Ts TP-U-3715(637)-70.52 MUSCATINE ROAD SET NO. M.02 CAD FILE: x:ACR\IE\2009\09I023\CAD\Pia=1091023 MO2.,nn V ■ IOWA CITY, IOWA TORM SEWER AND SUBDRAIN LAYOUT U6 I I8 (� '.+y-y--�� — 3HO F/W \ O sy \ 0 \ \ ST \ o'A r� V A SO V i� TVEDTE. DAWSON. BEVERLY J O THOMAS M 0 Pd O ---- air ---_ —tT A - - PUTNEY, KENNETH L & SARA JEAN -- - - - - - O 0 - R/W O 1 K U1 1 � N O MARTIN. RYAN A O I — — — — — — — — — Q -- R/W — 0 O — — — - — — O N $Ba3 os ps�o — — — — — — —en -1 —�-0� - SD=17 11111111117 LOWER MUSCATINE ROAD R/w S - - — R/W 'S \ R/W ��MM ID R/W � R/W p SMALL. DOUGLAS W & GUYLIA p A AN i GORDONLA 13+17.00. U R © TA LL Ab SANITARY SEWER. EFER TO 0 SHEETS FOR REMOVAL 0�� 2��0 ND WATER MAIN INFORMATION FEEEE�T� REFER H OR REFER 0 HEFTS FOR REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION <:.a C _ i STRUCTURE S-3 . SW-541I100.1 W/ W-542 INTAKE 0000 1�. STA. SEL STR TUBE S-4 SW-402, 72"x48" MANHOLE FORM ROE V.=5691.8 ni 12+07.00 12.90' Lr. STA. FL. It = 683.9 P-28 (YT'. _ 695 RIM I LEV.= 689.63 FL. It = 685.9 P-31 - Y BO7TC T WELL= 683.47 83.47 ~• PR FILE GR DE FL. 1 = 684. P-42 EX - @ ROADW FL. CUT=..681.0 P-43. BOfT M :WELL=. 681.00 lego P-32.. 2" RCP _. L @ -43 4 " RCP 90 LF @ 0.40% 41 - 41 106 LF @ 0.40' 4 •• RCp ,6 10 LF 0.50'/. STRU TURE :S-3 ;:SW-541 0 . SW.-542 1 ITAKE STA. 15+77:00, 15.50' L STRUCTUR 5-41:-6-541MOD.1 w/ SW- 42 INTAK FORM GRADE. EC V.' 691. 3l STA.'. 13+ 7.00;.15. 0' LT. STRUCTU E $-46. W-541M00 l W/ SW- 42 INTA E : FL. 14 = $83;5 P-32 STA. +13.00 1550' LT. FORM GRADEELEV.= 690:13 FL. 14 = 685.5 P-33 FORM GRADE ELEV.: FL. IN = 681.14 P 689.11 43 FL.TN= . -P- 4 FL.IN'-- 583.34 P-40 FL. CUT= 683.1i P-34 BOTTOM WELL= i82.66 FL.. IN = 683.64. P 44 FL:.: OUT=. 682.12 P-41 FL. OUT= 681.12.P 45 : BOTTOM: LL--: 681.62 BOTTOM WELL=, :680 62 LLl M ^ tD O O tp 0 N r O (7 W M N P N O 1p n N n Yl m aD O P 0' tp t7 ^ n 01 N m N GD 0' O f7 Q N N O W 1(1 M (0 O h O 10 W 0 n N W O' O) O P - O ^ O N N m (h V 0' DO (0 O CE l0 O' O tD O' l0 (0 C'O W l0 0'0 0' W lD N 0'0 C' 200' lO l0 UJ m COP VJ O UJ 00 0'P lD 00 P (O 0' l0 00 O' l0 0' l0 00 O C'0' PQ' DO (0 CO 0^ O'P (0 (0 (0 O 0'P w (0 O Or (0 0'P AO w (0 PP DO PD' O'P AO (0 (0 DO w O'P AO (0 ^— l0 ED (D l0 (O N N NN (D V) NN f0 N NN l0 l0 (0 11+00 +25 +50 +75 12+00 +25 +50 +75 13+00 +25 +50 +75 14+00 +25 +50 +75 15+00 +25 +50 +75 16+00 +25 +50 +75 17+00 PROJECT NO: 09ID23 DESIGNED BY: S. WVERS PNDJECT DATE: CHECXED BY: S. SOVERs DATE: 2/16/2012 11:13:52 AM DRAWN BY: J. DEBOWEBFROM CAD Hae xnCR\IE\2009\D9I023\CAD\Pian:\09I023 MO3..Bx NO DATE I BY MVISION DESCRIPTION +10 ��� LOWER MUSCATINE ROAD IMPROVEMENTS KIRKWOODAVENUETO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(637)-70-52 LOWER MUSCATINE ROADCAD STORM SEWER AND SUBDRAIN LAYOUT SHEET NO. M.03 9 21 C7 ROURKE, RESTER F \ 0 \ \ 0 o AM \ A N R Y • „4f KW __ ___ O O + OO \\ + - __ - i - -_ M NNI t'o,7q.q4 � T �� - /W R/W O R/W Hlwl r - - - — - — - - — - — – — –LOWER — L - — - - - — - a — – — _ — - - SCATINE R D \ '0 +091 S10 off\ +'e i+ - / �o-'•� • O - MODULAR BLOCK ETAIN WALL \ o \\\/// C Sl!' U S ETSI y IKr o o ' \ E% 5_ Q 6TYRDN. STEPHEN L ®� H CITY OF IOWA CITY 'F'R TO 0 SHEETS FOR REM/ 0 m NO WATER �� EEEE�T �� MAIN INFORMATIONOVAL F� REF HET / REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION .STRUCTURE 5-22. SW -401. 0" DIA. MANHOLE STA. 2 IM EL +31.00. 17.50' V.= 694.4 RT. - STfl TURE S- 7, SW -50 INTAKE 23+00.76 15.00' -9W T. - STRUCT E S-28. W -541M0 .2 W/ S -512 INTAKE STA. STA. 17 75 25 1 .85' LT. PROPOSEDFL IJ - 686.48 -22 V•= q5 FORM ADE ELEV = 692.41 PROFILE GRADE BOT WELL= 6E5.98 FL. UT= 691.6 P-67 FL. IN 684,63 -27 BOTI DM WELL= 690.76 Fl.. OUT 684.53 -ZB : 0.50% BOTTOM WELL=:68 .03 1.05% n +0..50% ;-Poo _E%STING GROUND— OUND ~.. :. Rqn- ROADW Y -Aqn - y .,7 P-22 36' RCP P- 4 36" RCP 78 LF 0 0.50'% 69 LF f .517.. _-q "681-F 078LF4a . 0% STRUC URE S-2?. SW -541 00.2 W/ ;W-542 IN AKE STRUCT RE S-24, SW -541M D.1 W/ 5 -542 INT KE v� STA: 7+75.25 15.85' RT. STA. -1 +FIT, Afln FORM 5RADE ELE V:= FORM G AOE ELE = 693.66 FL. D = 685.1 F-24 FL. IN m 686.13 -22 FL. .I = 685.9 P-26 FL. IN: : 689.32 -23 - FL. OUT= 684.7 P-27 FLS. OU :.686.03 P-24 675 9OTTOHl WELL= 84.24 BOTTOM WELL= 615,53 675 I m a e7 In m o In r. n m N - w r O tD m O m n v N m HA11: o t11Rn Q tD nm m-� m N v NN <� m nO mNN fPN n m OO n N Ul R!v tp C! C! O0 O maD LOn n tD ,Db rN NN NN NN NN rZm Nm mm m mm m m'F v v vv vv NN 0D 0n 10N too w Inn 00KEN on m m m m m m m m m m m P m m m m m P m P m P m P m m m P m P P O' P m mm m P P P m m m m m m P m P (O l0 t0 N t0 w AD ID w wtD w(O t0 AO wl0 t0 l0 (D (D ww (0 w tP ww w w w t0 b 0 t0 tD l0 tD tD tD w w tD t0 1D b t0 17+00 +25 +50 +75 18+00 +25 +50 +75 I9+00 +25 +50 +75 20+00 +25 +50 +75 21+00 +25 +50 +75 22+00 +25 +50 +75 23+00 PRWECT NO: 091023 OESIDNED BY, S. ROVERS MD DATE BY REVISION MSCR1PnON LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3716(637)-70-52 SHEET N0. PROJECT OAT. CAD DATE: 2116/20¢ uU3s4 CHECKED BY: S. SOWERS AM DRAWN BY, J. DEBOWER ��h FROM KIRKWOODAVENUETO1STAVENUE LOWER MUSCATINE ROAD M.�4 CAD FILE: X:\CR\IE\2009\091023\CAD\Plene\091023_M04.sht IOWA Cm,lowA STORM SEWER AND SUBDRAIN LAYOUT O O O O O + + + + a Lf) n DD (\I N r N N s Nww IXD oz ww W> —ibtT _ O 3. — - — _ _ - — - — - — St.S. 4 ° � — St � z --------------------------- - i - - - -� - - - P--------, --- SYCAMORE -- -� ---- ------- 1 STREET r --- - 3HO 3HC 3Ho 3HO —q ]HE AID — 3,M1 - _ - 3H0 Row R/4 R/w c ^� W I EFER TO D SHEETS FOR REMOVAL 0� m� NO WATER MAIN INFORMATION Z p1 EET EFERTO I SHEETS FOR R R H SHEETS FOR REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION ST UCTURE -13, SW- 10 INTAK k I27+75 D0, 16.5(' LT. EXISTING GROUND ST @ GAD FO M GRADE ELEV.= 7(0.04 705 FL IN = 69 .80 P-11 705 - FL IN = 695.70 P-12 FL OUT= 69 .70 P-13 _ BO.TOM WELI.m 694.20 700 — — — 700 IB" RCP ooe228 P-11 LF @ 1:25% 695 TRUCTUR S-10, S -211 COL AR 695 TA.: .125+ 7.00.:18 31' LT : STRUC URE 1 -.SW-510 INTAKE L. IN IELO VER FY EXIST NG STA. 125.39:.0 6.50' L - L. OUT 98.44 P-10 P-10 IB'RC FORM RADE 'EL -702: P-13 30' RGP 690 8 L @ i.li% FL. IN FL. IN = 698.65 = 648.05 P-. P-9- 225 L @ 0.78' 690 - FL. 0 T= 697.6 P-11 _.BOTTO WELL= 97-15 685 685 680 680 675 : 675 0' 17 rl M N O O N N N -' O O O O O O O O O O O O O O O O O O +50 +75 125+00 +25 +50 +75 126+00 +25 +50 +75 127+00 +25 +50 +75 128+00 PROJECT 09I@3 BY: S. SOVERS NO OaTE BY REVISION DESCflIPT10N LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)--70-52 sRPEr NO. CAT CHECKED PROJECT oaTE: CHECKED BY; S. SOVERs #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE SYCAMORE STREET M.05 CAD DATE: zns/zo¢ na3ss AM osauM BY: J. DsaovER STORM SEWER AND SUBDRAIN LAYOUT CAn 'ILE: %:\CR\IE\20C9\C9IO23\CAD\Plans\09I023_MO5.sht IOWA CITY, IOWA 4 A O + + + + + + + pl I / N N � p I r / O p O / W R/W A_ R/W R/ / LL// _ 9 - Y Y Y Y / S --u HE/IE 3Ho 3Ho _3H Ha 0 _ _ _ Y Y Y Y n It I 1 C 4l s. I 20 TY F I CITY Ia �\ MI R AN ERG i / / EFER TO D SHEI 0 20 ND WATER MAINZ F, I— E�� REF R TO I SHEETS OR EFER TO H H I REMOVAL INFORMATION RIGHT-OF-WAY IN l STRUCTU E 5-21, W-401.72" DIA. M NHOLEIE a 705 '": 05 A. 132-25.00. 3.50' T. I.=Sf FL. 1 _ 6ea.ei -ae PROPOSE r XV EX[STIN GROUND FL. I .690.87 -.20- __.. ROF.ILE GRADE A�. �— @ RO 0 FL. OU. 9.47 -21 700 BOTTOM L 68 .,97- �s7' - 10 —0 -- .92% 1 695 695 P-16 30' RCP 55 LF 4'. 1.03'/. P' 61 LF 690 TLf -2 - „ - 690 STRUCTURE S SW-510 INTAKE 84 LF Y 3.94'/, 130-0 16.50' STA LT. .FOR14 GRADE' LEV.= 69 .15 STRUCTURE S-18. Sw 51 INTAKE ELEV.- 86.18 685 FL. IN = 693 83 P 14 STA. 131+68.0 18.50' LT. WAT R AIR l = 685 FL. IN _ 693q83 P-15 FORM GRADE ELEV.= 696 99 FL. OUT= 692 83 P-I6 FL. IN = 691.3 P-16 BOT OM WELL -692.33 FL.. IN = .692.13 P-17 TUR - SW-4 1. 60" O A. MANHO E- FL. FL'. UT=. 69 L 13 P-18 9TA20 680 BOT OM WELL: 690.63 RIM x31:0 4 49 T 680 FL. IN = 686 58 P-21 FL. OUT= 686 48 P-22 BOT OM. WELL 685:98 675 - 675 R m < 0' to N7 m v 0 v N N O N 110 m N m r M illm. O O 0 O C' O' P P m m m m m m DO DOO O O 0 P P P P D' P 0' P O' P P P O' D' CT P O' C' V'P m m m m m m m m m m m m 128+00 +25 +50 +75 129+00 +25 +50 +75 130+00 +25 +50 +75 131+00 +25 +50 +75 132+00 +25 +50 +75 PROJECT N0: 091023 DESIGNED BY: 5. SOVERS NO DATE BY REVISION DESCRIPTION STP-U-3715(637)-70-52 SHEET NO. LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT DATE: CADOATE: 2116/2012 11:1358 CNECKFO BY: AM ORAWNBY: S. 90VER5 J.DEBOWEA Fot FROM KIRKWOOD AVENUE TO I ST AVENUE SYCAMORE STREET M.06 CAD FILE: K:\CR\IE\2009\091023\CAO\Plans\0910231AOfinNf IOWA CITY, IOWA STORM SEWER AND SUBDRAIN LAYOUT O l3 MAJOR. CHRISTOPHER L a i W INSTAALL i. V RAW, CLASS E�EULTW \ O O / O - C3 \ \\ O O I o 0 / N N M / 2 i \ a� WEHRLE, SARAH J MAHONEY.HONEY. M]CHEAL J r Nov i / E M RENTALS \ \ I D � II C"J \ - S - - - - - - - - - - - - - - - - - - - - — - - - - - - - - -- - - - - - - - - - - / J \ 0 o Amm _ CP -52) j U \ \ \ lo� - --- -I - �gpo \ \ d M RENTALS STRUCTURE S-55. SW -512. 24" DIA. INTAKE W/TYPE 38 CASTING EFER TO 0 SHEETS FOR REMOVAL 0 20 STA. 1001+22.50, 15.0' LT. ND WATER MAIN INFORMATION RIM ELEV.= 680.20 FL. IN = 677.80 P-55 BOTTOM WELL= 677.30 REFER TO I SHEETS FOR REF R 0 H SHEETS FOR REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION STRUCTUR S-57, Si -401. 103" DIA. M NHOLE STA. 100 +50.00. .00' RT. LOWERMUS✓�.`ATI E ROAD RIM ELEV =681.40 19 P 690 690 FL OUT= 676 7 BOTTOM LL= 675Z7 STR TORE S-56. (73"x45") x 15" TEE EExv GR UND STA. 1001+22.50, 0.00' RT: FI FL. N FL. EE =. 677: 9:- 6] :32 PR- -D GROUND 685 PI E685 P-57 7 0".45.0" 8 LF 0 0.317. 680 680 "x45.0" P-52 65.0"x40. " R -CAM 54 73. 1 LF 0.3D% CAP Q. -.53 1,0"x31.3' RCAP 1 6 LF 0 .507. 675 675 STRUCT RE 13-52, SW -403. 96"x96" MANHOLE STA. 6 64.00, { .00' LL 5 RUCTURE -53: SW- 03: 141" 48" MA OLE - RIM EL V.=. 687.28 5 RUCTURE S-54, SW 403.141'x108" MANHOLE SIA. FL. IN - 679.04 P-51' 1003+ 0.00. 0.0)'.. RT. 670 STR CTURE S- 8, 73'X4 " FLARE ENO SEC ION S A. 1101+ 8.74 1.87' RT. 684.80 678:94 P-52 1 670 SFA 1000-,19 57, 1.74' LT.: R M ELEV.- 681.80 F IN 677.32 P-52 W LL= 6 .44 FL. OUT= 676 04 F IN - 6 6.43- F-5 F OUT= 6 7.22 P-5: - -IENC OF APR ) F :. OUT= 6 16.3q P-51 EK TTOM WELL= 676.4 B TTOM WE L=675.6 665 665 660 660 v m ry n ^ m NO Me <O Ifln n Cl Pn N< N Y m n M ? 1p t7 O N l0 ('l NO N O NO NO NQ' N0' NO NO C4 t'1^ mN mm e N l0 n N CD W co, (O [O W LO lD CO LO n t4 n OO 03 W (9 l0 m (O OO (O LO 00 OD OJ CO W W N N 1p (O [D l0 tp O 1p UJ l0 (O N O t0 (O l0 (O l0 f0 w ID w u) l0 t0 lD lD t0 O3 LID l0 +25 +50 +75 1001+00 +25 +50 +75 1002+00 +25 +50 +15 1003+00 +25 +50 +75 1004+00 +25 +50 PROJECT NO: 091023 DESIGNED BY: s. sOVERs No DATE er REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SKET "a PROJECT DATE: cNECKED BY: s. SavERs 2/16/2012 DRAWN BY: J. DEBOVER Foth FROM KIRKWOOD AVENUE TOISTAVENUE I LOWER MUSCATINE ROAD STORM SEWER OUTLET M,07 CAD DATE, 11/24:00 AM �, STORM SEWER AND SUBDRAIN LAYOUT CAD PILE: x:\CR\IE\200a\DaID23\CAD\PIans\091023-MO7.sht IOWA CITY, IOWA 21 2 O 1 KIRKWOOD O KIRKWOOD I OI KIRKWOOD O O KIRKWOOD COMMUNITY COLLEGE O O COMMUNITY COLLEG COMMUNITY COLLEGE O COMMUNITY COLLEGE O O Cr Ni N F----- —n------ --- _ i716 R/Y11 all& �11 _ - D 0 — G— '� I-—_�—-—-_ — — — — - — —-— —-— — TI -—-—- -— —-—-— —— T1 ——-— ~ as. W W – LOWER MU SCATINE ROAD a i oHE �+ — P= a yI- - — _ — - — - 99E OFF OHE _ E T _ - - -S., - — — ..., _.., .. i of o L7 — — — — 0 a- _ / o �a / / I 0 11 F T R RO RT OHM E & JANICE K 6HMLTZ, ELL75 ROONEY SHULTZ, JAY D 1 � RARICK. NORMA J EFER TO D SHE FOR REMOVAL 0�I 2�I0 NO WATER MAIN INFORMATION E FEET REFER TO 1 SHEETS FOR H SHEETS FOR REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION _ cp - STRUC rURE S-67. SW -509 INTAKE STA. F A = 9 RADE FI V,= 6 , OUT= P-67 r - BO BOTTO WELL= = 90.76 ELL Il _ r9 000 TRUCTU -S-64. -401. 4E" DIA. MANHOLE 5 RUCTURE 5-68, SW 510 INTAKE 26-54.78. 1940' RT. s. T A +4 R V = 695.4 4 F RM GRAM ELEV.= 94.87 PR OSED FL. = 690.50 P 61 F . IN = 690,58 P-6 F .OUT= 6 0.48 P-6 PR ILE GR OE FL. 1 690.30 P 63'' FL. OUT: 9.90. P 64 _ :.B TTOM WE L= 689:9 BOTTOM:: = 689 40 0.50% EXISTING GROUND 90 ROA WAY f;qn-69 1 " RCP 137 LF a 0,91 ' P-67 IS" RCP ELEV.= 6 7:87 P-6, 1$" RCP 35 Lf 0 1:66% MAIN -1 P-64 24" RCP 55 F 0-0.51%_ WATERT 28 LF 0 0.50% S TURES 1. SW -54 INTAKE STRU TURE S- 9. SW -54 W/ SW -542 INTAKE STA 4.00 20.50' RT, REIS STA, 23+46.00 20.50' RT.: : S RUCTURE -70, SW - 541 W/.S -542. INTAKE : STR TURE. S-6 SW -541 W/ SW: -5 2 INTAKE : FOR GR E EV.= 645.30 FOR GRADE E Eg.= 694 5 6 FL. N=6 P-60 A. 24*87. 20.50 RT, STA. 6+23.00, 20.50' R FL. N 690.. -68 - FIRM , GRADE ELEV.::6 4.22 FORM . GRADE EL V.- 694. 5 FL. BOTT T=.690.. -61 69 = FL. UT- 690..-0=.R-69 :F IN 68q.00 :P-66 FL. I =:689.7 P-64 .WELL= F;AnF TIOTT WELL= 689A0 .. = IN = 684.50 P-69 FL: IN = 9 P- F. OUT= 688.90 8-7 FL: 0 T= 689.6 P-66 B 6 TiOM wELL=: 688.40 BOTT M WELL= 38q.16 P n < N R n v O N n O' N v n O' N P n Q N a h P N O Q N O N N ('l -. O' N f0 O r O' l0 0' O O' I� 1f1 O3 F. O V) �' r N r N O Oil O O N n O LO V O O I() N V m O W1 TD . Ifl U1 I[1 to I(1 N I!1 N v N e N V V < ? v e e v e e N v 1/1 v Wl v I[1 to W1 N I[1 10 I[1 N to N t0 N w 0 Ap 10 V) N l0 N O N O' O' O' P O' 0' O' P P P P lT O' D` O' P O' O' P O' O' O' V P R P P O' O' O' O' P P P P O' P P P P P 0' P l0 U) l0 l0 t0 (O AO O ID 0) O) 0J AO O l0 U3 VJ lO t0 (O U3 O UJ (0 O N l0 lD AO l0 l0 O AO (D U3 b O <D l0 Do l0 UJ O lD O l0 t0 (O l0 l0 23+00 +25 +50 +75 24+00 +25 +50 +75 25+00 +25 +50 +75 26+00 +25 +50 +75 27+00 +25 +50 +75 28+00 +25 +50 +75 29+00 PROJECT N0: 091023 DESIGNED BY: 5. SOVERS NO DATE BY REVISION DESCRIPTION STP -U-3715(637)-70.52 SHEET NO. LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT BATE: CAD BATE: CWCNEB BY: s. sCVERs znsrzolz uawz AM BRAUN er: J. OEBOPER F� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD M O$ CAO FILE: %:\CR\IE\2009\091023\CAO\Plws\091023 MO8.zht IOWACRY,IOWA STORM SEWER AND SUBDRAIN LAYOUT -.:® + 1 , Vu 1 x Op*18 �� O� / 1 + \ ,�y 3 -- 17 _ o Jv. S i • 9.94. 4101 4 LOWEUSCA R M TINE ROAq°� G EFER TO 0 SHEETS FOR REMOVAL r DN ND WATER MAIN INFORMATION � _ fEET � REFER TO I SHEETS FOR F R 0 H SH REMOVAL INFORMATION RIGHT-OF-WAY \_, INFORMATION 705 TRUCTUR 5-78. SI-401. 72'OIA. MA E EX GRGUN PROPO ED -- - TA. 165 9.06, 21 63' RT. 700 @ RONG D PROFI E GRAD - M V. 640.48 700 - L. IN = 86.58 P- 1 G. IN = 86.58 P-1 7 L. IN IELD VER FY EXISTING _ - G'. OUT= 486.18 Pc III 695 .50% BOTTOM W LL= 685.8 695 -74 15" 7 LF @ 0 RCP 81% 690 P-73 15"JCP 95 LF : @ 0.80% — 690 - 15„ -77 : 13" RCP 101 LF. @ 1.00: STRUCT RE S-73, SW-510 1 TAKE 685 STRUCT E S-74, W-504 IN AKE SYR CTURE S-75. SW-50q INTAKE 685 STA. 1 0-53,00,14,60' RT FORM GRADE ELE .= 695.41 STA: 961 67.40. 111.50' RT. STA 162+52: O. 18.50' RT. FL. IN 640.73 -72 FORM GRADE ELEV. 694.81 FOR GRADE ELEV.= 69 .31 FL. OUT =..69063 P-73 FL IN _ 689.87 P 73 FL. IN = 689.3 P-74 BOTTOM WELL=.6 0.13 FL. OUT: 689.77 P 74 FL. OUT= :689 I3 P-75 TRUCTURE S-77, SW-510 INTAKE 680 BOTTOM:. ELL= 689 27 BOT OM WELL 688:63 - 680 TA. 164.2 1.50 12.50' RT. ORM GRACE ELEV.= 92.23 L. P-75 88. I9 P:-. L OUT= 87.59P- 675 BOTTOM W. LL 687. 675 !7 r 1[1 m P Y N O' r V N t` N O O Rl N m Q' tD P C' N N h m O P P P N C' P m. m m N P Y O O^ ^ 17 W m N^ M m 17 N Lq W O < 0' C' O N . 111N Nm I/l UJ Rlm Ifl V Ill < 1(1 V NN mN I[1 D` R1 O' I/lP RlP P P P O t7O N^ - . O� OO . . O'O P 0' C' m 0' ? C' P C" P C' C' MCF` d P mm mm WC) C' N C' m P P C' C' P P C' P C' P O' Q' CDC' m mm l0m mm mm mm mm V)m mm mm mm mm mm mm mm mm mm mm mm mm mlC V)m 160+00 +25 +50 +15 161+00 +25 +50 +75 162+00 +25 +50 +75 163+00 +25 +50 +75 164+00 +25 +50 +75 165+00 +25 PROJECT W. NID23 DESIGNED BY: S. SOVERS NO DATE By 1 REVISION OESCRVTION STP-U-3715(637(-70-52 SHEET W. LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT DATE: CHECKED BY: S. SOVEn DEBOWER F� FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAM. ENERGY& KIRKWOOD CC ENTRANCE Ma09 CAD DATE: CAO FILE: 2/16/2012 11:14:4 AM DRAWN WI\CR\IE\2009\091023\CAO\Plam\0910231A4.aht BY: J. IOWA CITY IOWA STORM SEWER AND SUBDRAIN LAYOUT O O I O O Oo O O/ + + + + N I O N C7 tQ�� n / ----------------- i a r-I I r- r -I r-I r- I ' °�� -77�/H R/W R/W H/W R/t{' R/W .6 a- N - -�l�l�. _ - _ - - '�H� - - -SME- - - �Jn�- - - - "DME BH - -__- _ �N� oH� F_ �- �N� - - - TI t:5. _ - - - - - - - - - - - - - - - - - T1 - - - - - - - - - - s - . - - - - - - - - LOWEk MttjSCATINE ROAD - _ --------- - - � ., , O_ - --- - w - W - -----�-� w - - - - - - - -- - w -----y- I €` /- - t _ - - _ /- = - - - - - - - - - G - _. _ - - - - - SD - G - - - -� - 50 SO 7 50 - - - - - - - ® - - _ - �G - - SD - SO T - - -, - s .• R/W - e R/W / - R/W - L� fJ s® ° J yY -77 STRUCTURE/S-80. SW-507 INTAKE STRUCTURE S- , W- 07 INTAKE STRUCTURE S-84, W-507 I KE 1 STA. 29+75 00. 38.50' RT. FORM GRADE ELEV.= 696.00 STA. 31+49.00 35.70 RT. FORM GRADE E V.= 695.50 STA. 32+79.00, 35.60' RT. FORM GRADE ELEV.= 695.10®a 1 FL. OUT= 692.12 P-80 FL. IN - 691. P-81 FL. IN = 690.73 P�83 BOTTOM WELL691.62 FL. OUT= 691. 3 P-82 FL. OUT= 690.71 Pi 84 BOTTOM WELL= 690.73 BOTTOM WELL= 690.21 STRUCTURE S-81. SW-507 INTAKE STRUCTURE S-83, SW-507 INTAKE STRUCTURE S-85, SW-507 INTAKE UCTURE S-91. SW-401. 48" DIA. E EFER TO 0 SHEE S R MOVAL / 0 20 STA. 30+82.50, 35.80' RT. STA. 32+14.00. 35.60' RT. STA. 33+44.00. 35.50' RT. ST 4+79.00. 22.50' LT. NO WATER MAIN INFORMATION /��'/\ FI EET 1 FORM GRADE ELEV.= 695.80 FORM GRADE ELEV.= 695.50 FORM GRADE ELEV.- 694.80 RIM V.= 693.45 FL. IN = 691.70 P-80 FL. IN = 690.99 P-82 FL. IN = 690.47 P-84 FL. IN FIELD VERIFY RE T I SHEETS FOR / FL. OUT= 691.50 P-Bt FL. OUT= 690.97 P-83 FL. OUT= 690.45 P-85 FL. OUT= 9.45 P- REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION BOTTOM WELL= 691.00 BOTTOM WELL= 690.47 BOTTOM WELL= 689.95 BOTTOM W = 6 7 - 0000 PROPOSED 0000 EXISTING GROUND ._ 00 @ R ADWAY 7. - .50% CD 9 --P-87 I5" R P 22 LF a 0.50% 690 AO TAKE P-89 24" RC 235 F @ .SOY. 9 E STRUCTURE 589;- 1 - -6 RUOTURE -87, SW-510 INTA - A. 3.1+13 00. 20.5C' RT. STA.. 33 42.00,. 20.50- S 685 GRAD ELEV.= 695.31 FORM GRADE ELEV.I= 694.1 -FORM FI_ IN = 6 1.48 P-8 FL. IN - 690.37 -85 - B :OUT= 6 1.38 P-8 FL. IN = 690:27 -87 B TTOM. WELL= 690.8 FL.: IN.-..690:27: 88 FL,. OUT 690.17 89 690 BOTTOM WELL= 6811.67 675 7 t7 1(1 NN(0 [O I[1 P Y Q' N O' N T.. O' I� r t0 N n I[1 V Q m N N -� N O 0' O r O' U3 W 111h Y I� N t0 (0 O N P1(1 Ul N UJ to N Nl t0 111 (0 N 1(1N N ID Ifl I[1 Ifl 111 111 Nl 111 N I[1 N N N < N < ? < O Y Q < e O Y Q Q V V t 1 Q rf Q 0. C' Q P C' C" 0' P O' C, 0' 0' C' P P P 0' P P P C' O' 0' Q P P O' 0' 0' O' O' O' O' P O' O' 0' O' P a' Q' O' D' 0' P C, t0 N tp N (O U) UJ t0 c0 00 UJ t0 w 10 t0 t0 tD 10 l0 NO l0 w t0 w U) N U3 t0 U) t0 c0 10 t0 t0 l0 t0 t0 t0 t0 t0 lD t0 tO UJ 29+00 +25 +50 +75 30+00 +25 +50 +75 31+00 +25 +50 +75 32+00 +25 +50 +75 33+00 +25 +50 +75 34+00 +25 +50 +75 35+00 PROJECT NO: 091023 DESIGNED BY: S. MYERS Na DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(837)-70-52 SHEET NO. PROJECT DATE: CAD DATE: CHECKED BY: S. BOYERs 2/16/2012 11:14:06 AM DRAWN BY: #Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD M.10 J. DEBOWER STORM SEWER AND SUBDRAIN LAYOUT cno ED.E: x:ACRAIExzow�DalDz3xcnDAEi,":A3913z3 NUtsGx iowA CITY. IOWA 4 W / WEST OES MOINES BEGLEY COMPANY \ P R NT / PRISES STILES REAL ESTATE CORPORATION o/ v I, O / STATE BANK QO O / O A� 00' -------�� pL— --Jl /V0*7 _ - - _ - — - — _ — - — — - — OHE - OF - - - _ _ _ San. / _ 50 n InSD 90 a _ — ° W - — - — w LOWER MUSCrTINE ROAD TSR / \' (REFER TO SHEETS) . — G SO SO Y 10, CSD W — — _ R/W a, R/W - %I R/W O R/w _ — © — _ �/`,� — - © u i ❑ a b v\ 1 ` \ ODy \St \ oo Y S.— N / ot o•oo+o s-�oe !Od Li S. y. St CORE SYCAMORE TOWN CENTER T LLC s EFER TO D SHEETS FOR REMOVAL 0�� 2��0 NO WATER MAIN INFORMATION FEET F� REFER TO I SHEETS R / REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION RUCTURE S -95C: .S -. MOE. 48"0 M NHOLE A. 37-82.14. 21.3 ' LT. IM ELEV..w 694.30. F L.. IN.=.6 38.96 P-9 I 700 FL. OUTm 5114,76 P-9 I STALL 4' RISER AN) OFFSET CASTIRIW4 PROPO PROfI RAGE _ D scis @XI RI A0WAY0U i rJ. '� !_� P 89. 24" RCPScarl 2" LF ' p- 2 30 RCP p-94 15.. R _ t_`. 1 LF 0 1.852 '.-3 CAJ S S RUCTURE A. 38+83 S-94,SW- 50. 20.5(' SlOINTA LT. E STRUC URE :S-9 . SW -510 INTAKE $1 RUCTURE -92. SW -i10 INTAK STA. S TRUCTUR 5-958, W 211 CO LAR F F I GRA IN = 6(q.52 ELEV.= - P-9 93:03 5-85A0. 20.50' -RT A. 35+85 0. 20.5b LT. TA: 37+7 .84.'. 21. 6' LT. FORM RADE EL V.- 693.01 FIRM GRADE ELEV.= 6 3.01 T' , OUT= 61 9.42 P-9 FL. I _. 689.01 P 89'.. F IN = 6 .65 P-9 L. IN = 85.06 P- 2 B TTOM:.WE 688.q; Agn F T= 688.8 P-9 F IN = 9 P-9' L.OUT= 84.77 P- 5 GRIT BOTTOMWELL= 88.31 F OUT= 6 8.55 P-9 A79 B 1TOM WEL = 688.0 A75 (T r Y P to tp P Y lD O' O' N P h I7 IDN 1D— V P v m I[l t0 ION OON Q N On O' m Oc0 n10 of v0 <('l Nlll t0 mm O' P O^ Nf'l to n f7 V' I'I Q I`t Y !'1 1'I 1'1 l'I Ih (h f7 f7 M C4 vi ('l f") P] 1"1 ('1 ('1 Y V Y V V V O' P O' P D' O' O' P O' P ? ? P O' O' 0' P Q' {p {p ID lD (0 VO IO l0 (0 IO IO (D l0 tD (O lD l0 UJ l0 IO l0 l0 (D UO l0 (O N l0 0) lD lO IO tD IO tD l0 lD UJ l0 lO CO l0 UJ 35+00 +25 +50 +75 36+00 +25 +50 +75 37+00 +25 +50 +75 38+00 +25 +50 +75 39+00 +25 +50 +75 40+00 +25 +50 +75 41+00 PROJECT NO: 091023 DESIGNED BY: 5. SOVEPS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SHEET NO. PROJECT DATE, CHECKED BY: S. SOVERS #Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD M.11 CAD DATE: 2/16/2012 11,14:08 An oxavx er, J. DE604ER STORM SEWER AND SUBDRAIN LAYOUT CAD FILE: %,\CR\IE\2009\091023\CAD\Plans\091023-MII.aNt IOWA Cm, IOWA 0 Q9 3 BFLS PROPERTIES 2 LLC O O GROWTH IV LC O 0 i� PROCTOR & GAMBLE 0 0 I ® 11 LIBERTY / 3 HAIR CARE LLC 0 0 Lu s Ss� Y e N M 'w i In f0 n ~ — --------- a o r-Ii ° 0 q A�., �L y r-I ,� fl b �Cy-I C7 o'Y ogc R/W - /W R/W F/W - OHE00.�- — — — — — Sp Sp— LOWER MUSCATINE OAD / `'a DMe ' N _ — - — a G — - _ - - _ — - — - - - — _ — - - — - _ G — — - — - - - — - - — - _ - — - — J�p.,m OL -10 _ so SD - - -a J Rnr 1 O r_= = o O ei7c„ DJ� --4 .R7 .� . �� — — — — — — — — — — — — ) W �Cr "0 r o 3— ,�� I N � BJS ENTERPRISES LC � 5 CITY OF IOWA CITY - EFER TO D SHEETS FOR REMOVAL J'� 0� 2�0 ND WATER MAHEETS IN OFORAT ION ��(� FEET REFER TO I SH T FOR �(�( � REMOVAL INFORMATION RIGHT-DF-WAY INFORMATION —F 7m STRUCT RE 5-11 SW-510 INTAKE ST UCTU 06,. SW 508, INT KE TU STA. 4 +80.00. 0.50' LT. STk. 0. 20.50 LT. FORM G ADE ELE .= 696:6 F DE ELEV.=.6 6.2A - FL. IN = 689.88 P-106 PROPOSED 69 .68. P-10 EXl TING G OUND 700 F = 9 4 p-108PRO ILE'GR DE T= 6q FL. IN = 690.44 P-109 BOTTOM NEL = 690:08 ROADW FL. OU = 689.68 P-110 BOTTOM WELL= 6 9.18 +1.12% -gn P-10 16” RCP 2 6.LF D'. 0.501% Agn P-110 241 RC 1 0.50% P-106 181, mcp : 1 ST UCTURE -105. SW 541. INT KE ST UCTURE 5 103. SW- IO INTAK 45+48.53. 18.02'. RT.'. ST . 43-27,100, 20.50 RT. : : ST'. FO M GRAD 'V.= 6 16.24 FORM GRAD LEV:= 69 .03 TRUCTURE S-111, S-401,.72' DIA.. MA HOLE : -- - LIN = 69 .07 P-IO - - FL. IN = 692 25 P-102 FL IN = 69 ,OT P-10 FL. WT= 692.15 P-10 TA.: 184+117.74, I6. 1' RT. - FL : OUT= 69 .87 P-105 TOM. WELL 691.65 M ELEV.= :694110- BD :TOM WELL= 690.37 L. IN = SE19:32 P- 1 1 sgn L. IN = 6B9:22 P- 0 L. OUT 89.12 P- 11 DTTOM WELLZ 688. W 1[1 O' h O t1 t7 Q tD (D W n P W V Q Q O V Q O I(1 P Ifl Q N In l0 N tD N N N t° N AD N n N !D lD tD (O ,D l0 tp tD tD t° l0 t° t0 t0 t0 U) tD AD tD 0' R P P D' O' D' O' O' O' P Q' P O' OD l0 tD (O 10 lD t0 l0 lD l0 lD (° (O O (O U3 lD A° AD tD N O t0 (O V) lD O l0 N Ap N lD 1p t° b l0 !O O O b O l0 1p 41+00 +25 +50 +75 42+00 +25 +50 +75 43+00 +25 +50 +75 44+00 +25 +50 +75 45+00 +25 +50 +75 46+00 +25 +50 PROJECT NO: 091023 OESIGNEO BY: S. SOVERS NO DATE BY REVISION DESCRIPTION STP-U-3715(837)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS �I W. PROJECT DATE: CIECKEO BY: 2/16/2012 Una10 AM DRAWN BY: S. SOVERs O. OEBOWER +Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD M.12 CAD DATE: STORM SEWER AND SUBDRAIN LAYOUT CAO FILE: K:\CR\[E\2009\°91023\CAO\Plana\091023_MI2.sht IOWA CITY, IOWA 3IV o M TOWN T T / ) < I I I g STILES REAL ESTATE CORPORATIO N v\ c 1 I&, I I,, 0 ./ Do v I + / o o N o / CID OD Q -Cl R/W / i' R/W /W O O 6• 16' / Y m Y IST AVENUE / N c _ — ` tyy \ 4. Oso 1 I Ilk s I St. IIII 8F PROP RTI S��\\\ BJ i..l \ _ EFER TO 0 SHEETS FOR REMOVAL 0 20 NO WATER MAIN INFORMATION� Fj EET I SHEETS FOR H H \ REMOVAL INFORMATION RIGHT -DF -WAY INFORMATION - -_- O 705 _ — v 705 OU D —EQ1iT1 E OAD s� 700 — — — _ 700 _{ ' PROPOSED , _ 2 PROF LE GRA 695 695 P IOI 5" RCP 7111 690 118 LF @ 1.6 ' -•• _ _ 690 55 LF @ 1.007 EXIST 18'_ FR V 5 RUCTURE -101. SW -510 INTAKE S A. 183-610.00. 22.50' RT. 685 FORM GRA El V.= 1.34 P-1 0 7 STRUCTU E S-111. SW -4 2•• DIA.ANHOLE 685 F IN - 6 Fl- OUT= 6111.24 BOTTOM WELL= P -I1 690.70.7 STRUCTU S-112, W-211 COLLAR STA. 18,-87.74. 6.91' RT. RIM ELEV.- Gq4-I STA. 185-46.38. 21.88' RT. FL. IN a 689.32 101 FL. OUT= FIELD VERIFY EXIS 660 ELL. IN _ 689.22 P'0 . 680 FL. OUT 689:12 -111 BOTTOM OELL= 68 .62 675 675 m m NO O n t1 N ((1 O t0 N N O OD N N O n t0 O 0 W _ ID N -• IN OD m 1(1 !D O Q W O' tp t7 O O P (O n 1p e N P W n lD t0 t0 lO Itl 1<1 W9 1(1 Y < < < P < Q t7 O' O' P O' P @' O' P O' P O' a' d• 0' a' O' n n n n n n n n n n m In t0 eo � to t0 ro eo t0 e0 m AO c0 ao t0 IO IO � to t0 eD +25 +50 +15 181+00 +25 +50 +75 182+00 +25 +50 +75 183+00 +25 +50 +75 181+00 +25 +50 +75 185+00 +25 +50 +75 185+00 PROJECT NO: 091023 DESIGNED BY: S. BOYERS NO MTE BY PEVISIW OESCRIPiION STP -U-3715(637)-70.52 SHEET NO. MUSCATINE ROAD IMPROVEMENTS PROJECT DATE: CAD DATE: CHECKED BY: s. 50YERS 2/16/2012 11.14:12 AM DRAUN Br: J. DEBOWER FbthLOWER FROM KIRKWOOD AVENUE TO 1ST AVENUE FIRST AVENUE M,13 CAD FILE: %:\CR\IE\2009\09102]\CRO\Plum\091023-M ❑.aHt sown CITY, iowA STORM SEWER AND SUBDRAIN LAYOUT s I \\\ \ J 3 0 BEGLEYCOMPANY O '/ O O O \ + + + + [TIRE SYCAMORE TOWN CENTEW i I I r CD1 IF \ N / M V 111 O ', \ s O\ \ 3G�� / O \s 00 N \ (%j IV N \ \ \ ,. h s\ \ 10 L.S. _ _ C d 4 ___ _______ _____________ _ _ 4 _________________________ _._.___________________ 1Q STA. 2001+28 3L 0.99' O RT 2001 6 D 20 LUT RTTRAbV2003 A+'�E FEET TO STA. 2001+29.00, 7.00' LT A RIA R TO STA. 2N003R+28.000,, 8.00''I LT STRUCTUREIM %C. SW- 91 MOD. 48"0 MA ST). 37+82. 4,-21.34' LT.-- RI ELEV.=. 94.30.c STING 1C.5" N -� _ INS TALL 4' f ISER AND T C X SPIN1 GRO-- 9 PIR695 f 690 9 685 P-95 'X3' PCBC 311 LF 0.20% EX STING 7'X3' PCBC 420 LF 0 0.207. B NO P-958 5° HORIZONTAL SA, 2001+ 0.00. 0.0)' RT. STA. 20 3+53.00. 680 "ST CTURE S-95. SW-401 MOD.. 9 "x222" M NHOC 2000+40.57. LEV:c 69 1.68' .68 RT. STA. RIM 5T UCTURE S A58. SW 11 LOLL 37+78.6 21.86' LT-- :FL. N = 890: 1 EXIST. 30" ST 7 FL N = 690. 1 EXIST. 30" FL IN ``- 685 06 P-92 6751 FL N 1 X S I - FL. N = 690. I EXIST. 36" FL. N = 690: 1. EXIST. 24" :FIL UT=.684. 8:P-95. 7 BOi OM WELL= 683;88 '. 7 A- --FT i --FT7[ 2000+00 +25 +50 +75 2001+00 +25 +50 +15 2002+00 +25 +50 +75 2003+00 +25 +50 +75 2004+00 +25 +50 +75 2005+00 PROJECT NO: O9IO23 OESIGNED BY: S. BOYERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3716(637)-70.52 T PROJECT DATE, CAD DATE: 2/16/2012 CHECKED BY: 11:14:14 AM DRAWN BY: S. SOVERS *Foth FROM KIRKWOOD AVENUE TO I ST AVENUE LOWER MUSCATINE ROAD STORM SEWER OUTLET 2 M.14 STORM SEWER AND SUBDRAIN LAYOUT CAD FILE: X,\CR\IE\2009\091023\CAO\Plana\091023-MI4.Mt IOWA Cm, IOWA STORM SEWER OUTLET 1 0 0 0 0 0 O N ° ° P KIRKWOOD AVENUE O° 00* I L oti 00O OOr AO 0 OO.OL pO�W"O o�yOO0.0p0Ni+ OV�6°00N ON"p0 O ONO OD ON dO O� ON pp ODO ON O 0 000 W0. m /O O 0 0 0 0000+29 0Pp 002/';No OO.IB STORMSEWER OUTLET 2 00 00.OB 0+9b 00 p0 O 88;bks Oo OINTER AVENUE O -Ni Ci" 9 00+69 r / 00 00 6 rl y 00 00+88 �b f 9/ low-, MO Q O° co O o CO�A.L N SC�l �e 'IA` o0 AVENUE FRIENDLY !g n �O61 b 00*OZI A p 00'OB/ N N^• A y 00 020" PROJECT N0: 091023 DESIGNED Y: S. BOVER6 NO DATE BY gEVISiON DESCRIPTION ��� STP -U-3715(637)-70-52 sNEE- No. PROJECT DATE: DESIGNO BY: S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS ALIGNMENT INFORMATION CAD DATE: 2/16/2012 11:14:16 AM D6aWN BT: -- - FROM KIRKWOOD AVENUE TO 1ST AVENUE STORM SEWER LAYOUT M.15 CAO FILE. R:\LA\IE\2009\091023\CAO\Plana\091023_M15.ht IOWA CITY, IOWA STORM SEWER OUTLETS HORIZONTAL BASELINE INFORMATION Na SMlION NOI+frNNO BEMNO/DISTANCE DELTA A1401E ".C. TANDEM awIll E SWIRLS 1000.00.00 60]090.6]66 902 5 8] II' 06.61" W / 50.00001000-50.02 60]096.2212 1505 N 0- W' 34.2]" W / 99.38261021.49.38 60]141.3252 925 5 46. 01' 14.]3" W / 320.45341004469.& 606918.6031 99]0WTUET M21VIN.IM5N 2 2J00,02.02 604652.5000 3]61 N 62' 36' 55.66' / 110.000260003.0956 0494 N 6]° 36' 55.66° / ]01.2646M-11.26 6049]0.1518 029 STORM SEWER OUTLET 1 0 0 0 0 0 O N ° ° P KIRKWOOD AVENUE O° 00* I L oti 00O OOr AO 0 OO.OL pO�W"O o�yOO0.0p0Ni+ OV�6°00N ON"p0 O ONO OD ON dO O� ON pp ODO ON O 0 000 W0. m /O O 0 0 0 0000+29 0Pp 002/';No OO.IB STORMSEWER OUTLET 2 00 00.OB 0+9b 00 p0 O 88;bks Oo OINTER AVENUE O -Ni Ci" 9 00+69 r / 00 00 6 rl y 00 00+88 �b f 9/ low-, MO Q O° co O o CO�A.L N SC�l �e 'IA` o0 AVENUE FRIENDLY !g n �O61 b 00*OZI A p 00'OB/ N N^• A y 00 020" PROJECT N0: 091023 DESIGNED Y: S. BOVER6 NO DATE BY gEVISiON DESCRIPTION ��� STP -U-3715(637)-70-52 sNEE- No. PROJECT DATE: DESIGNO BY: S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS ALIGNMENT INFORMATION CAD DATE: 2/16/2012 11:14:16 AM D6aWN BT: -- - FROM KIRKWOOD AVENUE TO 1ST AVENUE STORM SEWER LAYOUT M.15 CAO FILE. R:\LA\IE\2009\091023\CAO\Plana\091023_M15.ht IOWA CITY, IOWA C7 rr /O psi/+ \ i0 \ ° + °"E •/� FW- G C3 K t / O4 °p14' /51,4, / pNE \ • i x Ln CD O 1 StS I °' I ... —D i 77) II I / A C 7' - hn Z m \wwY EFER TO 0 SHEETS FOR REMOVAL ° p p ND WATER MAIN INFORMATION F' ggT l7\GyjY�7/=)\ O REFER TO 1 SHEETS FOR REFER 0 H NETS FOR REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION + Iv 694. 6 _. _. 10. EX{. TING-F .. GFILE6q5 F OF ROA WAY. +2.007 ST . 202+c8.45 EL V. 687. 8— CONN CT. TO L11R EDGE OF PAVEMENT - 700+2G.CO ST.A. ELEV. 693:18 -0. 7/ PROP FAR P[ +35.0 Iv 688. 3 680 _. 16 675 en 50. ft 575 670 R3 N PO' Itl N 7riili NRI P] O' 1'Y N t7 ^ t'I N ? O t` m tD t7 M N N — N O^ P O W R' m to m Io O' Io P O'O' to Q' eo O' PP aD m to Op w O' Q)QI R) eo w Ao m W eo m co +25 +50 +75 201+00 +25 +50 +75 202+00 +25 +50 +75 203+00 +25 +50 PROJECT ND: 091023 DESIGNED BY: S. SCVENS DATE BY REVISION WSCRIPTIOX LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(837)-70.52 SHEET W. PROJECT DATE: CHECKED BY: S. SOYERs *Foth IFROM KIRKWOOD AVENUE TO 1ST AVENUE MID-AMERICAN NORTH ENTRANCE M.16 IN CAD DATE: 2nfi 2 uaAAM oRnwry By STORM SEWER PROFILE CPD FILE: X:\CR\FIE\2009\091023\CAO\Plans\091023_M I6sM1t IOWA ORV.IOWA 10 140 ] 0 120 1 0 1@0 70 60 0 40 30 20 10 10 20 30 40 50 60 70 80 co 100 1 0 1 0 ] 0 11 0' EX. R/W +. 6881.09 r- . : Tree. ,. zo�' NKUWA r - - ' p_48 I5. R p 50 LF II ELM: 682.32 0�r ER WIN : S RUCTURE 5-48, SW-510 INTA E ssn_ S A. 81-24 50 12.50' RT. 680 _ FL = 618.59 O-EXIST, e" F F RM GRA . OUT= 6114.45 ELEV.= P-411 88.56 - - - TRUCTURE 5-49, S -402. 72"K48" MAN OLE SAN..S WER__.. B TTOM WE L=. 683.9 . . 8+47 [PkELEV.:687.83 00.. 12.8' ' LT.' L. 1 - L OU .80.05 82.82 P- P- 0. 8 9 _ N pTTOM 679.5 EX,R 6+98.00 EX R/W '' a 89.7 0000, .. 4'RCP 'STI L ST UCTURE S-50. SW-541 W/ SW 542 INTA E 6+98.0 GRADE , 15:50'. ELEV- 6 T: 7.09 STRUC URE 'S-51 SW-541 00.1 W/ W-542 IN AKE STj, •.FOM +98- ': T STA. F N = 681.[4 P-6 675 FORM RADE EL V:= 687:0 OUT= 680.74 P-50 FL, IN _ 674.42 P-44 OM WELL= 680.24 FL. IN c :680.52 P-:50 FL;:O T=.:679.3 :P-51 BOTTOM:WELL= 78.82: 7nn EX. R/W 1 +92.00 . 6q9 -q7 EX. R/W 7no cqn I ' ® STRUCTURE S-1. SW-51 INTAKE J P-1 15' RCP STRUCTU E S-2..S .-510. INTAKE ST 31 LF a 1.00% . 1+92.0 , 15.50' 1 T. STA. 1-92.00. 15.50' RT. FOIN GRADE. ELEV.z 6q5.86 -- -FORM GRADE ELEV = 695.66. FL OUT= 69 .86 P-1 - FL. IN. 69L55 -I BO TOM -WEL = 69'1.36 FL. OUT 691.35 -2 BOTTOM LL- 690.85 1 0 1 0 1 0 1 0 1 0 10 0 0 0 5 0 0 3 0 20 10 10 0 60 080 qo 1 0 110 1 0 110 1 0 PROJECT N0: 091023 OESIGIEO BY: 5. SOVERS NO OAIE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS $TP-U-3715(637)-70-52 SHEET NO. PROJECT DATE: CNEOXNE fiY: 6. mvERs CAO OATS: 2/1612012 11,14:20 AN ORAVN fiY: J. oE6ouER CAO FILE: XACR\IE\2009\09IO23\CAO\Pla,N. tormSe.er_M V.aNt �� FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STORM SEWER PROFILE CROSS-SECTIONS M.17 l 0 l 0 ISO 1;!0 1 0 1 0 qO 7 0 60 50 4 20 20 10 1 10 20 20 40 5 0 60 70 80 C 0 100 1 0 120 130 1110 +'I _nrI EXII R/W EX. R/�qai 68c .42 X 92.0 --- r.. T-. .—. —1 btl9.8 w L �FL - 6 EXISi. 11 14 8" STRUCT E - •510 I TAKE e P-44 6 LF I8" RCP @ 1.00% STA. 9 .50' RT.San 679 STRUC STA. 11+13.00.: URE S-45 SW-541M .1 W/ W-542 IN AKE F . OUT BOTTOM OE ELEV 683.89:-44 WELL= 68 = 89.12 139:. - RA 5.50' LT — - 9: —FORM FL. IN FL. IN FL. OUT=::681.12 BOTTOM:WELL= a 681.14 ``= 683.64 6 P-43- P-44 P-45 .62 _A10000 0000p, I%, E:.:R/W EX. R/W. rqn 00011000 000"I"' EX.R/W 68E.36 — —1 ��689. W�L 06 _ ZUi '.. Agn- - II ' P-46 26 L 15" RCP 6 1=% - TRUCTUR S-46. SR, -510 INT KE TA r 675 - STRUCT RE S-47, SW-541M0 .l W/ SW-542 INT KE - o_ XL . SAN. ,: WER ORM GRADE L. OUT= 30TTOM W ELEV.= 83.29 P-46 LL=.682. 688.06 9 STA. q-31.00. FORM GIADE 1550' ELEV.= LT. 688.05 FL. IN FL. IN FL. OUT BOTTOM 680.29 683.04 680.27 WELL=67 -45 -46 -47 .77- 10 l0 10 10 10 10 10 0 a 0 0 100 2 0 0 10 0 o O E 1 0 0 0 10 10 10 10 1 10 PROJECT N0: 091023 BESIGIEO BY: s. SOVERS PROJECT BATE: cxEcxEO BY: s. sovERs CAD DATE: znsrzalz naa:zz An DRAXN BY: J. OEBOVER CAD FILE: %:\CR\IE\2009\091023\CAD\Plans\xa StormSerer_MlJsht NO DATE BY REVISIM BESDRIPTION �� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(637)--70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET W. M.18 150 140 130 1 0 1 0 ill 0 C 0 70 60 E 0 40 30 20 10 11 10 20 30 40 0 60 0 80 9 1110 1 0 120 1 0 140 EX. R/W �] 1 J-+ 7..0 _.. 83�lw EX. R/W f;qn91. _. _T i �- P la"'25 39 30" LF 00.27.. RCP '.. .. ' 25 LF 0.1.047. Y:•681.94 ER IM.san %IST. 8?:.2.. EL "M STRUC STA. FORM FL.'.1 F URE 5-41, SW-54140D.1 W/ W-542. INTAKE/ : STRUCTU E S-40.. AKE : . n -- -' --- -'" - r: fj 3«17.00. FADE 2 ELEV.= := 682.1 = 83 15.50' LT :690.1 P-34::: P-4 STA. 13 FORM :G FL UT= 19:- V.... 83.70-.P 683.60- ': RT. 890:14 -44 0 FL. O BOTTO T-W682.1 WELL- P-4I 81.62 ::... :i. -_- i r 010 12+07.00 EX R Ex. R/W EX. R/W F;gn_ _14 _ E 68c .89 A L4 I 692.2 I �_ - - - - - - ' � '. rqnl sAn ' 0_R '-"6 EX ST. S. SEWER 1:51 STRUCTU E S-42. W-510 INTAKE P-42 18" RCP 26 LF o 1.007 STA: 12 FORM GR F T 07 ". I DE ELEV. 84.46 .50' RT. 689.58 -4ran r7FiELEV.= ST STA. RI F UCTURE E -43. SW-4b2, 72'.4 " MANHOk E' BOTTOM OELL= 68-1.96 12+07,(0. N 12.40' 89.63 7 P-4 LT. _ -FL FL BO IN a 68 OUT= 68 TOM WELt .20 P-42 .50 P-43 = 689.00 ---- P io 1410 1 0 1 0 1 0 1 00 0 0 0 0 0 0 10 10 0 0 40 0 0 0 B!0 0 100 0 1 0 120 130 1 V0 PROJECT N0: 091023 OE6RVJE0 Y: S. BOYERS PROJECT DATE: CIECKEO BY: S. BOVERS CAO DATE: 2/16/2012 11.14:24 AM DRAWN Bri J. MOWER CAD FILE: X:\CR\IE\2009\091@3\CAD\Plain\x=_St*mSe.er.M17.sNt NO GATE BY REVISION DESCRIPTION ��� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(637)--70-52 STORM SEWER PROFILE CROSS-SECTIONS S1F-`T N0' M.19 Io 10 10 10 to 10 C 0 80 70 E 0 E 0 40 20 20 10 1 10 20 20 40 0 E 0 70 80 q 0 10 10 10 10 10 EX.R/W 16+E 692.18 4.5c EX RAIX. R/ 92J 2b'/ .oX - 92.4 -_ �_ - -- - - - --- - --- gqn WINP-30 '1 - 'I 15' 25 LF Q RCP .24% P-31 24" RCP 26 L 0 L00%CBS EL V., 695,42 E%IST. 8" SAN. SEYE --0 Y ER MAIN STRUCTURE URE S-31 SW-510 NTAKE 00 .- STRUG URE 9-32 SW-541 0.4 W/ W-542 IN AKE STA.. 16+66.50. 15.50' RT + 4 T gAn TA F RAGE EL V.= 69 . FORM RADE L Y.t 691.8 L. N = 686.84 P-30 FL. IN = 683.99 P-28 FL. -0 T= 686.2 FL. IN = 685.99 P-31 BOTT011 WEL - ..4 - -• " -�: FL OUT= 683.9 P-32 --'l BOTTOM WELL= 683.47' 7' _r C0 - 00 _ e 00000 Com. E - 1.5+74 69 .74 EX R/W rz '. � _ _ • X % / 2'G it rcin AOO OWE T TP 'Ltj -33 I 26 LF I8" RCP 0 1.007.. FL =8 . 1 L SAN. E SAN. SEW STRUCTUR 5-33. Si-510 INF KE STA. 15+ 9.00. 15- ' RT. FORM GRA E ELEV.= 691.44 STRU STA. TURE S- . SW-54.1 OD.1 W/ SW-542 I TAKE L. U = BOTTOM W 685.82 P-33 LL= 685.32 15+77.00 15.50' Lr. FORM GRADE ELEV.- 691.3 PL. I = 683. P-32 FL. FL. CUTz 683.6 P-34 BOTTOM WELL= 682.66 10 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 1 I 0 0 40 0 0 qo 100 1 0 14.10 1 0 10 MJECT R0: 091023 C.SCXED0 BY: 5. SOVERS PROdEci DATE. LHEL%EO BY: 5. SOVERS CAD DATE: 211612012 11.14:26 AM C.. NY: �. DE60YER NO GATE BY REY1610N DESCRIPTION #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP-U-3715(637)-70-62 STORM SEWER PROFILE SHEET W. Ma2� CAO FILE: %:\CR\IE\2009\091023\LA0\Plena\xa_StarmSerer MV.aM1t IOWA CITV,IOWA CROSS-SECTIONS 150 1 0 130 120 1 0 10 Co 70 60 50 40 30 20 10 11 1 20 20 40 0 60 70 E 0 90 1 0 I O 120 1 0 1110 700 EX R/W EX.w 694.07 — — — RQll 985 -- — STRUCTUR — 5-23, ABA N zF;qn SW -5O9 INT KE z.X, C r •. -- � - •• RCR- 6FF B- h ^{�?ran ) J STA. 19+ FORM GRADE FL. OUT- BOTTOM W 0.00. 20.50''LT...'..,^,. ELEV.= 89.68 P LL= 689.18 693.68 3 STRUCTURE 5-24, SW 541 O.1 W/ SII -542 INT KE I. d. STA. 1 FORM GRADE +58.00, ELE .50`. RT: .= 60'1 6 FL. IN. FILOU BOTTOM 689:33 =..686.03 WELL= 6E5.53 1-23 P-24 X /W 7on EX.R/W 17+75.25 692.73 EX R/ % R/W.'. gqn 93.0 rqn ILI 24'.: 28 RC 7.14::: I P-27 21LF 0 5 7 STRUCTUR 5-28. S -5411100. WT SW -542 INTAK J, w il TERMAIN " --- STA. 17+ FORM GRADE FL. IN = FL. OUT= BOTTOM WELL= 5.25, 15.35' ELEV.= 84.63 P-27 684.53 P-28 LT. 692:41 3 - - TRUCTUR S -5411100. W/SW- 2 INTAKE 675 TA. 17+7 ORM GRA L. IN N 5. E.= 8P- f14P- 5' RT. 692.41 4 6 L. OUT= OTTOM W 84.74 P-17 LL= 684.4 1 0 1 0 1 0 120 1 0 1 0 0 70 60 0 0 0 10 10 0 30 4.0 0 0 70 0 10 120 1 0 1 0 PROJECT N0: 091023 CESICNEO 1. 5. 60VER5 PROJECT DATE: cxECNEo er: s. soVERs CAO DATE: 2/16/2012 ll:u:27 AN OR Aux er. J. oERoxm CAO FILE: %:\CR\IE\2009\09IO23\CAO\Plana\vsSt .,.I...r_MIJ.Ibt NO GATE BY xEVI610N DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3716(637)-70-52 STORM SEWER PROFILE CROSS-SECTIONS 6XEET N0. M.21 P io 1110 130 120 l 10 100 0 80 70 E 0 c 0 40 30 10 20 10/^ 0 0 0 o a o 0 0 100 1 0 1 0 l 0 1 0 6 ] + J.O. E C.R/W 69 .26 ..ARAN rqn ON % P-65 5" RCP 7 LF a 0.41Agn TRUCTUR 5-65, 5 •510 INT WE STRUCT RE S-66. SW -541 ! SW -542 INTAKE W 1 -r r ; .�-. _.. _3 ORM GRA .OUT= OM 'WELL= E ELEV.= 90.44P- 68% 694.86 5 4 FORM GRADE FL IN FL. IN FL. OUT= BOTTOM ELE 689.76 690.29 689.66 WELL= .6 .= 694.85 -64' -65 P-66 9:16 - - -' - 24+67.00 E . R/W 2/ 611"61 _ L - gn - r,qn P-71 24" RC 184 LF a: P-70 1.00% P-70 STRUCT NTAKE STP 2 RE S-70, SW -541 / SW -542 INTAKE STRUC URE S-71 SW 505 .87.00 20.50' RT. STA. :2 FORM FL. IN FL. ou BOTTOM:WELL= -85.00: RADE {LE =-688.55 m 688.4 :6 0.50'' LT. .- 694:2 P-70 P-_71 7.95 0 FL IN FL. IN. : 6 FL, OU TTOM E ELEV.= 689.00 689.50 = 688,90 WELL= 6E8.40 694.22 :-66 -69 P-70 FRO 00000 7nn do EX. R/W 3'.+ 6.0 E . R/W 6T .26 rqn gaN P-68 5" RCP 7 LF 0.507: STRUCTURE S-4. SW -510 INTAKE STRUC _ A RE 5-69, SW -541 / SW -54 INTAKE + T - -- STA. FORM FL, 1 FL. CUT= BOTTOM 3*44.00. GRADE ELEV.= _ 690.5 690. WELL= 20.50' L 694. P-67 P-68 689.98 7 FORM GRADE' FL. IN - -FL.. our= BOTTO ELE = 690.30 690.20 WELL= .'6 = 694.8 P-68 P-69 9.70 rAn 1 0 10 1 0 1 0 1 0 10 0 0 0 5 0 0 0 0 110 1 10 0 0 40 0 60 710 ao 90 1 0 I O 1 0 10 1 1 10 PROJECT NO: 0,023 DESIGNED BY: S. BOVERS PROJECT DATE: cNECREO er: s. savERs caD DAT-: 2116/2012 11,14.29 AM ORAMN er: J. OI..ER CAO FILE: %:\CR\IE\2009\091023\CAO\Plana\n=_Sta.mSeve,-MV.snt NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U -3715(637F-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET NO. M.22 1 0 1 10 130 120 ] 0 100 q 0 0 70 E 0 50 40 0 20 10 11 10 0 0 40 50 60 70 e 0 qo 10 1 0 10 130 140 27+14.00 E . R/W 694.9 690 OWE T DUCT - STRUCTURE ST FOM S-60. SW-5)8 INTAKE—/37 P-60 IS LF RCP 1.00% —STRUCTURE 5.66 5W-541 I TAKE - . 27.14. GRADE 0. 20.50' LEV.= 695.30 LT. $TA..2 FORM GRADE •14;00, ELEV.- .50'', RT: 695:30 FL. OUT= 69 TOM WELL= .25 P-60 690.75 1 -1000 -.OU _BO. M -• =.690.78 WELL- 6 PIU1 P-61 0.28 0000-0 00000 7nn 0000 -E%tR/W 6+ 4.7 Rqr — — — — — — -- _ P-53 ZIE IB" Itcp LF 0 1.50% P ABA OWES DUCT STRUCTURE 5-64, W-401.. 8" DIA. MANHOLE ELEV.- 618.72 12•y WATER MAIN TRUCTUR 5-63. 5 -510 INT KE 3TA.. 15H ORM GRAI 17.00.. 1250' E ELEV.= LT. 695.17 TA RIM =65.04 FL. IN FL. IN FL. OUT BOTTOM 690.50 690.30 689.90 WELL= 684.40 -61 -63 -64 L. IN= L. DUT= 50TTOM W 9.92 P-2 90.72 P-163 LL= 690.22 1 0 ] 0 10 10 1 0 1 0 0 6 0 7 0 6 0 0 40 0 0 10 11 1 20 20 40 0 0 0 8 0 C 0 ] 0 1 1 10 l 10 ] Io 1 0 PROJECT N0: 091023 DESIGNED BY: 5. SOYERS GATE: CNECNEo ev: s. sovERs CAD DRTE: 2/16/2012 11:11:31 A ORRNN BY: J. DESONER CAD CPD FILE: %:\CH\IE\2009\091023\CRD\Plans\+a-Star'm5ercr_MIJ.aM1t No oRTE 6r REVISION DESCRIPTION #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP-U-3715(637)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET NO. M.23 P o 1110 Iii 0 120 110 1100 Co 0 70 60 Eo 40 30 20 10 10 20 30 40 0 60 70 eo CO 1 0 1 0 120 Ii io 1110 1 C% I! E 0 7m 7nq 7no.O EX. -. {. d STRUCTURE Sl F F -85, SW -507 INTA E A. 33+44 RM GRAD N = 00. 35.5 ELEV.= E94.80 .47 P-8 RT. 6`4F 6 OUT= 6110.45 TTOM WELL= P-8 689.9 ABA ON OVES 'DU : T , : L I.... I8"- R Ie 1.00'7 P - P- 15" RCP 41 LF 210.507 S TIA. RUCTURE -88, SW- ilO INTAK 33+42. 0.:21.28 LTL Gan FL. BOTTOM OUTz 6 MEL 0.48-P-8 = 689..98 : STRU STA,. FORM FL. 114: EL. 114 TURES 8 .:SW -510 INTAKE ssn 3+42.00, GRADE EL _: 890.3: _ 690.2 20.50' R'. V.:=. 694: P-85 P-87 7 000010 L.14 0iT lass, - 69U.2y 690J1 IN WELL=.: P-88 :P-89 89.67... 00000 op'" 00F, E%,I 1 ragq J.O.. 71 E .R/W 49 ML�rgr 2. z 2 0/ 4% 2'/. — — — _ — - o. ABA N ----- TRUCTUR S-86.5 -510 lNTj KE P-86 41 LF S' RCP 0.51% --- STRU STA. FORM URE S-87. SW -510 INTAKE TA. 31+1 ORM GRAGE L. OUT= .00. 20.50' ELEV.=. 591.69 P-36 LT. 695.31 1-13.00. GRADE EL 20.50' RT. rV.m 95: 0TTOM WIELL= -691.9 FL. IN FL. 0 BOTTOM = 691.1 T= 691.3 WELL= P-86 P-87 690.88 0 1 0 t io 130 120 1 0 1 0 Clo 0 0 0 0 0 0 20 10 10 0 0 0 0 0 0 100 1 0 1 0 1 0 l 0 PROJECT NO: 091023 1 Es10Ne0 BY: S. SOVERs PROJECT DATE: CHECKED Or: S. SOVERs CAD GATE: 2/16/2012 11:IAa3 AM ORAux Or: J. OE6OVER CAO FILE: %:\CR\IE\2009\091023\CA)\Flans\nzStmmS .... ...M1t x0 1 Dere BY REvlslox OEscRlRnox Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET NO. M.24 1 0 1 0 1 0 120 1 0 100 0 0 70 60 E 0 40 20 20 10 1 10 20 20 40 0 60 70 60 0 1100 t 10 10 1 0 1 10 692.44 EX, I1W '.. _.� ...F 1.00%Sqn S RUCTURE oW -94, SW -310 ST WET INTA E- 71;WA38+83.50,20.50' S-9 SW -510 INTAKE : '=� V'4 A. + T RI. FORM F F BOTTOM GRADE .IN -= 6 ..OUT=. 60A.42 WELL= ELEV.=6 9.52 P-9 P-9 688.9 3.03 FORM FL. 0 BOTT GRADE EL T= 689.9 M WELL=.. V.= 6 . P-93 89.43. - , -90 69 .. .43 EX. /W ABAP OWE rCT-A ARSSTR CTURE 5 90, SW -5 0 INTAKE 685 STRUCTURE STA. FORM F F -92, SW- 10 INTAK STA FORA - FL. FL. BOT 35-65.0), GRADEELEV.= IN = 689 OUT= 688 OM WELL 20.50' 693.01 01 P-89 81 P-90 688.31 T. rRn 35-85.30, GRADE . IN = 68 N = 20.50 ELEV.= 6 .65 P-90 .9 P-9 LT. 341 - FL. B OUT= 6E8.55 TTOM WEL P -9 = 688.05 0 30 4 1 0 1 0 1 0 10 1 0 1 0 0 110 0 0 0 0 0 0 10 10 2 0 t 10-40 0 0 0 0 1 0 110 10 1 0 1 0 PROJECT NO: 091023 OESIGWO BY: S. SOVERS PROJECT DATE. CIECKEO BY: S. MVERS CAD DATE: 2YI6/2012 11.14,35 AM DRAWN BY, J. OEBOWER CAO FILE: %:\CR\IE\2009\091023\CAO\Plana\n-St m4.ar_MI2.a FW -F GATE BY I REVISION DESCRIPTION �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWACRY, IOWA STP -U-3715'637'--70-52 STORM SEWER PROFILE CROSS-SECTIONS M.25 11 io 1 0 130 120 1 10 100 C 0 0 70 E 0 0 40 0 20 10 11 10 20 20 40 0 E0 0 0 C 0 100 10 10 1 0 1 10 IL - --- TRUCTUR - S-104,- W-508 IN tAKE`. TA. 43+ 7.00,.43. 0'. RT.. RM RA698.01 7ns L OUT= 92.75 P-104 EX. ai 4-n. 69 7.0 .65 X. Riw OTTOM W LL= 692.5 X .. 4%.. 4Y X -J- _ 69 SCID r<� F;qn P- 105 8" RCP 371E 0 .50'!. P-1 19 4 15" F 0 8.84. CP ST ST UCTURE 106',: SW 508-INTA E: :'STRUC TA - URE 5-1(5. SW -54 INTAK '' 43+27: 0. 20.50' LF: +2 7 .50' RT FL FL IN = 69 OUT :=. 69).56 - .68 P - :IC P-10 FORM FL. 1 FL. I ;RADE _ V:= 3 P-104 -- - 1 FRO BO TOM WEL - 690.08 : FL 90.8 4 WELL- 190.37 P-105 C� -o 1 -,_- 3 ,.. l SAN. SE ER - - - 4. i 00000 STRUCTURE S-10 SW -508 N AK RT. - - ft'-76:66.:51.46' ACEELEV.- 6q6.54 - 7 41+00.00 X. RAW BOT OM WELL -66. 1. 107 69t u I 00000 -L�169 Egn S rRUCTURE S-109, S -211 COL AR P -Ip 18" R P 45 LF @ 1.047. --- S F F A. 41-77.33. IN = FIELD OUT= 6 29.8 VERT 1.66 P-1 ' LT: Y EXIST. 9 - I P -107 21 LF - 15" RCP 0 3:29% 6-109 RCP Ags 6 LFO'20. 20. 3% STRUCTURE 5-108. W-509 l TAKE. STA. 41-10.00, 25.001 RT, -- STRUCTURE STA. FOM FL. 110: SW -510 INTA E FORM GR FL. IN = FL. OUT= BOTTOM 0E ELEV. 690.91 P 690.71 P ELL= 690 694:75 107 108 21 - 41+80.00, GRADE. IN 6 .20.50' ELEV.= 6q6.60 .88 P-10 LT. FLIN FL FL - 6 IN 69 OUTc 68..68 .24 P-10 ,44 P-10 P-11 %IST. 8. SAN. SEWE R ya 80 TOM WELL= 689.18 0 30 1 0 10 1 0 1 0 1 0 1 0CO 0 0 0 0 0 0 0 10 10 0 0 0 0 0 0 1 0 l 0 ] 0 l 0 l 0 PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CH­CXEDDESIGNS 6 Y S. SOVERS CAD DATE: 2/16/2012 11,14:36 AM ORAYN BY: J. OEBOWER CAD FILE: X,\CR\IE\2009\091023\CAO\Plane\aa-6ta:mSeror-Mi).aM1t NO GATE BY REVISION DESCRIPTION �0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)--70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET �' M.26 I L f I I 10 1 0 130 120 1 0 1100 C 0 70 E 0 E 0 40 20 20 10 1 10 20 20 40 0 E 0 70 E 0 C 0 1100 t 10 120 Ii 10 1 10 C, S.i 000000 000000 ooe —000000 00000 N 7nn '00000EK. R 45+4 69 8.50 .40 1 X. R/W 700 000, P-102 15" RCP 36 LF 0.50 STRUCTURE S-t02. W-StO IN AKE STRUC STA. FORM FL. IN URE 5-10 SN-51 INTAKE GRS TA.. 45- ORM GRADE L. OUT= BOTTOM='6ql.33 8.50. 17. E4EV.= 692.43P-1O2 9' LT. 696.03 5-48.50, GRADE EL = 692.25 '8.02' RT V.= 696,0 P-102 L BOTTOM WELL= 91.65 ^ FL YA—E%IS SAN. 677.25 101, iEWER 30 40 0 120 1 0 1 1 io l 0 10 1 0 1 0 1 0 Cio 0 0 E 0 5 0 4 2 0 10 10 20 1 0 0 0 0 0 1 0 1 0 PROJECT N0: 89!023 NESIGNEO BY: S. SPIER PROJECT NOTE: E.E. Br: s. sovERS CAB CATE: 2/16/2012 11:14:38 An DRAvn ex. J. CEeouER CAO FILE: %:\CR\IE\2809\091023\CAB\Plana\xa_StormSerer_MI].aM1t NO BATE BY REVISION DESCRIPTION F�h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA iJTY,OWN STP-U-3715(637)--70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET N0. M.2% 1 0 140 130 ] 0 1 0 1 0 q 0 80 70 60 0 40 30 20 10 11 10 20 30 40 50 E 0 70 a 0 q 0 1@0 1 0 1 0 130 1110 :EX. R/11 127+ 5.0 I X. R/W. ego _ S7RUCT rTA RE S-131 SW -510 1 TAKE P-12 15" RCP 33 LF 6 1.00% STRUC STA. 17+75.00, URE S-12 SW -510 INTAKE - '..N 7i7 - 16. ' i 16.50' R . RAS FORM G ' FL. FL.IN 'FL.'DU BOTTOM ADE 6g4.80 = 694.80 = 695.70 t 694.70 WELL= 6 700.04 p-1 h P-12 P 13 4.20 FL. OU BOTTOM = 696.0 WELL= 6.5.53. /=.r P-12 - -te e -' EX. R/ 25% em X. R/W III II '. ,: Loo 7on S RUCTURE -9, SW -512, 30" DIA. INTAKE7 3.. .. STRU TURE S-8 SW -510 INTAKE P-8 15" RCP 33 LF e 1. ' E;qn_ -- S R F B A. 125-41.00. M ELEV.= OUT- 6 TTOM WELL= 26. 702.10 8.10 P-9 697.6 LT. P- 5 24" RC F @ 1.00 STRUC URE S- -510 INTAKE TA.: M : p BUT 125.39.0 GRADE ELEV.= T= 698.q WELL= , 16.50' 702.8 8 P-8 698.48 T. - Agn STA. 0. 16.50' L FO REEL V. 702.9 IN = 689.65 P-8 FL. IN = 698.05 P-9 _ _ 00000 L. IN - 698.35 P-10 FL. GGLT= 697.6 P-11 BOTTOM WELL= E97.15 00000 696.0 - 0'.+ 8.'0 CK EX. I LX..R IW - - - - - - - 91.6 -5 4 L 18„ @ 721% CP STRUCTURE S S-6. SW -'41 W/ 5 -542 INT KE A. 4930. 0 RT. rRn ST STA. FOFM FL. UCTURE 5 4, SW-509.INTAKE P-4 1 „RCF 25.LF 1.00% STRUCTURE EIEv: 6 YATERIP S- 2Jo IK -0 , SW -51 INTAKE : F- F F B M GRAD IN =6 . IN = 6 OUT= 633.478P- TTOM WELL= ELEV.= 3.97 P-3 3.97 P-5 6 62.9 88.97 _ rRnl 70*68.0. GRADE -_ 12.50'' LEV.= 69 LT. .12 97� T BOTTOM WELL 685:99 I SFA FOR FL. FL. SOT 70.68.0. GRADE IN- - 686.23 OUT= 686,03 OM WELL 12.50' LEV.= 68 P-4 P-5 685.53 T. .93 971 1 0 1 0 1 110 10 1 0 1 0 90 0 40 0 2p 10 1 1 1 10 20 30 40 6 0 7 0 110 0 1 0 1 0 1 0 1 0 ] 0 ;.EE PROJECT NO: 091023 DESIGNED BY: 5. 50VER3 PROJECT DATE: CHECKED BY: s. 50YERS CAD DATE: 2/16/2012 11:14:41 AN DRAWN BY: J. DE6oWER CAD FILE: X:\CR\IE\2009\091023\CAO\Plans\cs_StarmSerer M28sM NO DATE BY REVISION DESCRIPTION F�h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, STP -U-3715(637)-70.52 STORM SEWER PROFILE CROSS-SECTIONS N0. M.28 ISO 10 1 0 120 1 0 DO q0 80 70 co 50 40 30 20 10 11 10 30 40 50 E 0 7 0 80 q 0 1110 1 0 120 130 1 0 \0 Ex. 31+ 69 8.0 .36 _. EX. /W EX.R/W. T 699 .. — — — —. — 98] II: _ P-17 15" RC 37 LF 1.00% Agr STRUCTURE 5-18. W-S.10 IN AKE UC FORM FL. 0 BOTTOM URE ':S-1 '.SW+510. INTAKE STA; 131+68.00. FORM GRADE FL. IN'.F FL. IN = 13.50' ELEV. 69 L23 P 692.13 P LT.STA. 696.99 I6 17 31468.00 RADE'.'EL T=:692.5 WELL=— '18.50'R V.".696:9 P-17 92:00 . Fl- OUT= BOTTOM 691.13 ELL= 690.63 -48 705 .—.000 00000 1 + EX. R/11 I X. R/W _r _ Agn --- STRUCTURE 5-15, W-211 C LLAR v 15" RCP a 1.00'7. ---- STRUC URE 5-14 SW-510 INTAKE P-14 33 LF STA: 13(+10.73. FL. IN 2 FIELD VERIFY .27' LT, EXIST. L U - P-15 B LF 18" RCI a 19.90' STRUCT STA, i FORM CRADE FL. IN F N RE 5-I6. SW-510 TAKE STA. 130+08.00, FORM --FL -0 BOTTO GRADE ELEV.= = 694.15 WELL= 16.50' R 698.1 P-14 3.65 0+08.00. ELE = 692.93 93.6 16.50' LT .= 698.1 P-13. P-14 - -_-- FL. IN FL. OU BOTTO 1693.83 = 692.83 WELL= 6. P-15 P-16 2.33 30 1 0 1 0 10 1 0 1 0 1 0 0 0 0 D 10 I 1 10 20 4 0 46, 0 0 0 1 0 1 0 1 0 1 0 ] 0 PROJECT N0: 091023 OE516NE0 BY: 5. SOVERS PROJECT DATE: CBECXE0 3r: s. savERs CAD DATE: 2/1612012 11:1442 AM DRAWN BY; J.OEBOYER CAO FILE: X:\CR\IE\2009\091023\CAO\Plans\x3 StormSeuer_F'Sshl ND GATE BY REVISION DESCRIPTION Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROMKIRKWOODAVENUETOISTAVENUE IOWA CITY, STP-U-3715(637)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SfEETNO' M.29 10 10 10 10 10 10 q 0 70 60 50 40 30 20 10 11 10 20 30 40 50 60 70 80 q 0 10 to 10 10 10 700 7nn .Ulj 692-15 EX: R/W EX. R/W EX. R/ _.. 6", 9 N-416-- 4%' 6 3.8 — rR9 - STR CTURE S-25, SW -51 INTAKE ELEV.- a P-26. 24' 28 LF 6 605.06 RCP 7.14% P-25 1 - RCP 25 LF 1:007- Rgn - -1. FO FL. BOT 120+45.(0.'12.50' ADE --688.44 88. ON L= EV.= 6q2.94 4-P-255 P -25S 688.44. LT'. - S F F RUCTURE TER -26, SW- IN 10 INTAK GRO AC 120+4 RM GRADE . IN = 680.6q .00. 12.5 ELEV.=.6 '.P-25 ' RT.- 2.96 FL. BOTTOM OUT= 6E7.q4. WEL - `= 687.44 F. 00000 71715 000000 7115 700 Ex. E /w R/W 126+25.00 69 .38 EX. R/W rqr ._ —T 699. 4% — T— 0:8' 11 .6 '.. STRUCTU E S-20. W-510 1 TAKE P-19 1 DRCP 33 LF 1.00% - STRUCTU E.S-l9. W-510 IN AKE STA. t2 FORM GRADE FL. IN= +25.00, ELEV. 01,64 6.50' LT. 697.05 -19 STA. 126+25.00, FORM GRADE Pi nurf= 1 ELEV.1 AqI .50' RT. 697.24 FL. OUT: BOTTOM 691.5/ WELL= 69 -20 .04 BOTTOM WELL= 691 47 I to 1 0 1 0 10 t 0 1 0 0 t 0 40 10 0 10 0 10 0 3 1 0 40 500 0 0 qO 10 1 0 1,0 1 0 1 0 PROJECT DA 09102) OF IG 1. 5. 6DVEfl6 PRoaecr DATE: EMS.ME RY: s. spvERs CAD DATE: vi6izD¢ u:I4:45 An DRANN Jr: J. DeepYER CAD FILE: X:\CF\IE\2009\09102]\CAO\Plans\as-StonnSever_M]DSM Np DATE 8Y REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(637)--70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET ND. M.30 1 o 1 0 130 120 1 0 DO q 0 70 so 5 0 40 30 20 10 10 a o 0 0 0 100 1 0 120 1 0 140 EX.R/1C'X R/W : (''� 00+ 0.0 EX R/W N:.. c� R/W CD gqn - 91: rqnl P-37 4" RCP tp _ , �� P-36 2 "RCP a ST CTURE 5 37, SW-5 0 INTAKE v% Fan ST UCTURE -36. SW- 10 INTAKE+q $T : IOQ+90 OO,. 12.5 ' LT. FOR GRADE ELEV.= 69 :67 FOM GRADE ELEV.=B 0.51 FL. IN = 684 68 P-36 _.. FL IN = 68 .90 P-35 -FL. OUT=. 684.58 P-37 FL OUT= 68 .BOP-.36 BOT OM WELL 684.08 BO TOM. WEL ='684.30 R/W 9+ 0.00 EX. g/AWR/W EX. R/% Fqn 91. 1.22 92 -r. rs�-37- 21" RCP -39 30" RCP - R Pp-l-" RCP„ L 6 C.50% 25 L 0.527. -�... L ... X. rAn STRUCTURE -38. SW- 10 INTAK ST Y_ 7� UL100,3q. SW- IO INTAKE STA. 8q.20.1)0, 12.50 LT. 89.20. 0. 12.50' RT. F M GRADE ELEV= 6 0.72 0 M GRADE ELEV,= 6 0.73 - FL IN - 68 .46 P-37 FL -IN -= 683.93 P-38 FL OUT= 68 :.O6:P-38 - OUT= 68 .83 P-39 B TOM: WELL: 683.56: B kLom'. WELi = 683.33 675 -- 2.11+ 50 EX. /W EX. R, W .. EX. /W 69 .37 -1 A -� IY Ll2 0.9X 47 2'4 3.3 - - - P-30 15"CP 2 LF o 4. 4% ELEV • 666.3) 6-6"� IP .ATE MAIN STRUCTURE STA. FORMGRADE.ELEV.= FL. FL. 'S 30. SW-5 6 lRTAKE P-29 15' RCP S 25 LF a 1.00% S --f-RM-GRADE F RUCTURE -29. SW- 10 INTAK 211+05. IN.= 688'60 OUT= 68 . 12.50 691.237 69 .P-29 .90 P-30 LT. .23: _. - A. 211+0!.00. . OUT- 6E8.25 TTOM WELL= 12.5 ELEV.= 6 P-2 687.7 ' RT. 2.25 8 M W LL 687.40 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 10 10 0 0 4 0 0 1 0 1 0 120 1 0 1 0 PROJECT NO: 09IO23 OESIM0 BY: 5 SOVERS DATE: cRECRED Br: s. sovERs ceD DATE: vlsimlz ua4:n AM DRANN Br: �. De6ouER CAD CAO FILE: %:\CR\IE\2009\091023\CAO\Pl.nsNs, to.mSewr.M31.=Rt NO GATE BY REVISION DESCRIPTION Foth LOWER RKWOOMUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY,IOWA STP-U-3715(637)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET N0. M.31 150 140 130 120 1 0 100 qO 80 70 E 0 50 40 30 20 10 10 20 20 40 50 60 70 80 90 100 1 0 1 0 1 0 1.10 r• AQF 7nnl 164+21.50 N'.' 692.48 - 6U1 DING rqn P V 4: / c. 693.3 rqn .1 _ P-76 15" RCP.. 25 LF 1.007. STRUCTURE BOTTOM S-76. SW 5G9 TAE I S SIA. F F RUCTURE. -77,: SW-510 ININ PI TA. 164.21.50.', RM GRAD . OUT= WE -12.. ELEY.- 8.44-P- L- 687.94 0'. :LT, : 692.23 164.21.50, RM. GRADE . 1 - = 68 1 . 9 P-75 .19 P-76 . ' 2:58 ,IIIII,.D=.bt -BOTTOM WELL= 7.59 F-7� 687.0 60+3.0 on Ole _.. _ rqn P-72 IS' RCP 3 LF o I. 4o STRUCTURE STA. FORM FL. 5-7 , SW-51 INTAKE - -TRUCTURE - 5-73. SW 510'INTA E 160*53.0. GRADE E UT=691. 24.50' EV.= 695.10 2 P-72 T. TA. 160-53.00. ORM '.GRAD 14.30- ELEV.= RT. 95.41SRr . _. L. IN = 690.73 L. OUT= OTTOM WELL= P-7 90:63 P-j3 690.13 -'- 0 30 1 0 l 0 1 0 1 0 1 0 10 0 0 0 0 0 0 1 10 40 0 0 0 0 100 1 0 1 0 1 0 1 0 PROJECT 40: 091023 OESfLNEO BY: S. SOVERS PROJECT DATE: CHECKED Br: S. E. CAD DATE: 2/16.2012 11:14:50 AM ORAWN Br. J. oEBouER CAD FILE: X:\CR\IE\2009\091023\CAO\Plana\xs_StormSewr'-MJ25M1t NO GATE BY REVISION DESCRIPTION F�h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOODAVENUETO1STAVENUE IOWA CITY, IOWA STP-U-3715(637)-70.52 STORM SEWER PROFILE CROSS-SECTIONS SKEET W. M.32 P o ilto 1 0 ] 0 l 0 100 q 0 070 60 5 D 40 30 20 Io 11 10 20 20 40 50 60 70 so0 1 0 ] 0 l 0 130 1.10 EX. /W 183+60.013w 69 .53 EX. /W ' _ry ...a.. 6q 4%Sq 7 _. ...�. .�� i sqn F;qn -100 15" RC 45 LF 1.0 STRICTURE STA. FO FL.'. BOT :S- 00. SW -5 0. INTAKE ---,V— : Nol� 5 SI FORM RUCTURE. -101. T. KE 685 183:60. GRADE:E UT= '.69:1:. OMWELL= , 22.50 EV:=. 696 9 P-100 fi91.29 Li. 17 A. 183- .5 LEV.o:6 P-1 ' RT: :15 0 BOTTOM OUT= 6 WELL= 1.24 P-101 GqO.7 7nn 000000 EX. /W 51 + l 7.013 EX. /W ---_ --- STRUCTURE 5T FORM 63. SW -510 INTAKE P-62 25 L 15"RCP 6 1.00% ST ST FOII UCTURE -62. SW -d10 INTAK - — - — - - . 151-17 GRADE 00. 12.5 ELEV.= ' LT. 7 . 151+17 M GRADE 00. 12.5(' ELEV.= RT. 5.29 FL FL 80. IN = 69 OUT= 690.72 TOM WELL .92 P-62 P-63 = 690.22 FL 80 OUT= TOM WELi = 690.67 0 1 0 1 0 1 0 I O 1 0 l 0 0 0 0 0 ]0 10 0 0 0 0 0 1 0 1 0 l 0 1 0 1 to PROJECT N0: 091023 DESIGNED BY: '.'OVER' PROJECT NAre: 0nSCREO RY: '.'OVERS CAD DATE: 2/1612012 11:14:52 AM DRAUR'Y: J.DESouER CAD FILE: %:\CR\IE\2009\091023\CAD\Plans\xsSt.rmSever-S,.,. NO DATE BY VISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM IOWA CITY, IOWA STP-U-3715(637�-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET W. M.33 V io Illo 130 1 0 1 10 100 0 70 60 50 40 20 10 11 10 20 30 40 5 D 6 D 70 so q 0 1110 1 10 120 130 1 0 15+E 69 1.65 9.3 NI SEPARA {ON - c X_ 0 t 92.6 _ _ �- C7 i) -t^ _. REFER S TO RUCEST TER MAI MEET E.03 EET (N) WATER FOR 8" TDP 1 WATER t OF PIPE AIN LEV=686. 5 _ - 1 -� 1 1 • a i;an STA 15 59.30. 3 .50' LT FL = 683 48" RCP STORM 1 ER ST 15+59. 36. 9.(0' T -^ - - - TOP OF PIPE ELE STA '.6" 0 TOP =685.85 15+59.30, 23.00' L STA. 6" 0 TOP TO 15+59_30, OF PIPE -3.00' LT ELEV=6B .00 - 22;5' M F PIPE VERTICA LEV=681. BEND 5 - 22.5° M Dr PIPE VERTICALBEND LEV=681.15 12+2 8•0 AINTA IN 1 PARATI rqn Gar ROTATE HORN BENDS ONTAL 0 TO ACHEI FLECTION E g" i NAT TOP OF PPE --R MAIN ELEV= %84%Ik4j, ggn+ REFER FOR PIE WATER 0 SHEET STREET(N) AIN E.03 -. FL = 681 FL RCP STORM 8 ER TA RT 6" / TOP OF 2.5a MJ PIPE E STA 12-:18.00. HORIZONT EV=684.1 23. L/VERTIC 0' LT L BEND TA 12-3800. 6" P 22 TOP OF 3.00' 5° MJ VERTICAL. IPE ELE LT BIND 684.50 TOP OF I IPE, ELEV 679.90 TOP. OF PI E ELEV=6 9.90 10 30 4 10 10 10 10 10 10 ILO 11 10 1 10 10 10 PROJECT 14(3: 091023 DESICINED BY, S. WYERS PROJECT DATE: CHECKED BY: S. SOVERs CAD DATE: 211612012 11,14:54 AM DRAWN BY: J. DEBOMEP CAD FILE: K:\CR\IE\2009\091023\CAO\Plans\v-Sto mSerer-M34.at NO DATE BY REVISION DESCRIPTIOx Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP•U-3715(637)--70-52 WATER MAIN CROSS-SECTIONS SHEET W. OA �7Y TRAFFIC SIGNAL PROJECT NOTES 1. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO SALVAGING ANY EXISTING TRAFFIC SIGNAL AND STREET LIGHTING EQUIPMENT I INCLUDING SIGNAL HEADS. POLES, MAST ARMS. CABLES. ETC.) FOR THE PURPOSE OF COORDINATING THE EQUIPMENT TO BE SALVAGED AND THE DESIRED PICK UP TIME. THE CITY WILL THEN PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE CONTRACTOR. 2. ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID FOR THIS PROJECT SHALL INCLUDE ALL LABOR. TOOLS. EQUIPMENT, AND MATERIALS NECESSARY TO PROVIDE COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATIONS. IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 3. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL PRIVATE AND PUBLIC UTILITIES PRIOR TO EXCAVATION ON THE PROJECT. DUE TO THE NUMBER AND LOCATION OF THE EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL BE PREPARED FOR A SIGNIFICANT AMOUNT OF UTILITY COORDINATION. IN ADDITION TO ALL EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL USE CARE NOT TO DAMAGE THE PROPOSED SUBDRAIN. 4. THE LOCATIONS OF ALL FOOTINGS. HANDHOLES, AND CONDUIT ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. HANDHOLES SHALL NOT BE PLACED IN DITCH BOTTOMS. 5. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 4 -CONDUCTOR CABLE SHALL BE USED FOR 3 -SECTION HEADS. A 7 -CONDUCTOR CABLE SHALL BE USED FOR EITHER A 4 OR 5 SECTION SIGNAL HEAD. AND A 9 -CONDUCTOR CABLE SHALL BE USED FOR THE PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS PER SIGNAL POLE 6. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 7:0 :30 AM. OR BETWEEN THE HOURS OF 4:00-6:00 PM. 7. ALL VEHICLE SIGNAL HEADS SHALL COME FURNISHED WITH BACK -PLATES. 8. FOR TRAFFIC SIGNAL APPLICATIONS. SCHEDULE 80 PVC MAY BE SUBSTITUT OR HDPE CONDUIT WHEN NECESSARY TO FACILITATE INSTALLATIONS IN TIGHT LOCATIONS. ALL PUSHED CONDUIT SHALL BE HDPE. 9. ALL STREETLIGHT LUMINAIRE ARMS MOUNTED ON THE TRAFFIC SIGNAL POLES SHALL OCATED AT 180 DEGREES TO THE POLE ACCESS HANDHOLE (PARALLEL WITH MAST -ARM) UNLESS OTHERWISE NOTED. LUMINAIRES MOUNTED ON THE TRA SIGNAL POLES SHALL HAVE A 30' MOUNTING HEIGHT. 10. FOR STREET LIGHTING POWER FEEDS, THE CONTRACTOR SHALL INSTALL FLOOD -SEAL IN -LIN WYE FUSED AND NON-FUSED KITS. 11. RUNS FOR VIDEO CAMERA POWER AND COAXIAL CABLE SHALL BE CONTINUOUS WITHOUT SPLICES FR E VIDEO CAMERA TO THE CONTROLLER. 12. TRAFFIC SIGNAL POLES SHALL BE GALVANIZED. 13. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE ITEMUNLESS OTHER NOTED. 14. A US A.W.G. BARE COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS THAT CARRY 120 VOLT SIGNAL C S. ALL POLES, PEDESTALS. AND THE CONTROLLER CABINET SHALL BE BONDED TO FORM A CONTINUOUS SYSTEM AND BE EFFECTIVELY GROUNDED. BONDI UMPERS SHALL BE NG A.W.G. BARE COPPER WIRE CONNECTED BY APPROVED CLAMPS. 15. TRAFFIC SIGNAL TIMINGS SHOWN ON THE PLANS ARE SUGGESTED TIMINGS ONLY. CONTRACTOR SHALL VERIFY SUGGESTED TIMI WITH CITY OF IOWA CITY ENGINEERING DEPARTMENT. 16. TRAFFIC SIGNAL MAST ARM LENGTHS SHOULD EXTEND PAST THE OUTER MOST SIGNAL HEAD BY TWO FEET TO ALLOW FOR ADJUSTMENTS THE FIELD. THE PLANS REFLECT THE ADDITIONAL TWO FEET. 17. THE CITY SHALL WIRE THE TRAFFIC SIGNAL CABINET AND CONFIGURE THE VIDEO DETECTION. 18. TRAFFIC SIGNAL CABINETS AND CONTROLLERS SHALL BE FIBER READY. 19. CONSTRUCTION STAGING REQUIRES THE REMOVAL OF THE EXISTING TRAFFIC SIGNALS AT THE MALL DRIVE AND FIRST AVENUE TIONS WITH LOWER MUSCATINE ROAD. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT AND MATERIALS NECESSARY TO CON OPERATE. AND MAINTAIN FULLY FUNCTIONAL TEMPORARY SPAN WIRE TRAFFIC SIGNALS DURING CONSTRUCTION. EQUIPMENT AND MAT NCLUDE. BUT ARE NOT LIMITED TO: WOOD POLES, LUMINAIRES. LUMINAIRE ARMS, GUY WIRE. SIDEWALK GUY ANCHORS. MESSENGER RAFFIC SIGNAL WIRE, TRAFFIC SIGNAL HEADS, PEDESTRIAN HEADS. PUSHBUTTONS. BRACKETS. AND HARDWARE. THE CONTRACTOR SHALL SALVAGE AND REUSE THE VIDEO DETECTION EQUIPMENT FROM TH NG TRAFFIC SIGNALS AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD FOR USE WITH THE TEMPO IC SIGNALS AND PROPOSED PERMANENT TRAFFIC SIGNALS LOCATED AT THE SAME TWO INTERSECTIONS. THE CONTRACTOR IS RESPONS THE REMOVAL AND REINSTALLATION OF THE VIDEO DETECTION EQUIPMENT AND ANY MISCELLANEOUS WIRING. HARDWARE. AND BRAC SSARY TO RENDER THE VIDEO DETECTION OPERATIONAL. AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD, THE CONTRACTOR SHALL INSTALL THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTINGS AND NEAREST PROPOSED HANDHOLES (HH 11 d HH 16) FOR USE WITH THE TEMPORARY TRAFFIC SIGNALS. THE PROPOSED PERMANENT CONDUIT SHALL ALSO BE INSTALLED BETWEEN EACH CABINET FOOTING AND NEAREST PROPOSED PERMANENT HANDHOLE (HH 11 6. HH 16). A TEMPORARY SECTION OF CONDUIT SHALL BE INSTALLED OVER TO TEMPORARY WOOD SIGNAL POLE #1 AT EACH OF THE TWO INTERSECTIONS. THE EXISTING MALL DRIVE SIGNAL CABINET. UPS CABINET/SYSTEM, AND CONTROLLER SHALL BE SALVAGED AND RELOCATED TO THE PROPOSED FOOTING AT MALL DRIVE WHERE IT SHALL BE USED TO RUN THE TEMPORARY TRAFFIC SIGNAL AND THE PROPOSED PERMANENT TRAFFIC SIGNAL. THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET AND CONTROLLER FOR FIRST AVENUE SHALL BE INSTALLED ON THE NEW CABINET FOOTING AND USED TO RUN THE TEMPORARY TRAFFIC SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL AT FIRST AVENUE. SEE J SHEETS FOR CONSTRUCTION STAGING AND TEMPORARY SPAN WIRE TRAFFIC SIGNAL PLANS. 20. THE CONTRACTOR SHALL COORDINATE SERVICE CONNECTIONS FOR THE PROPOSED PERMANENT AND TEMPORARY TRAFFIC SIGNALS WITH MIDAMERICAN ENERGY. 21. THE EXISTING FIBER OPTIC CONNECTION TO THE FIRE STATION CAN NOT BE LOST. THE PROPOSED STREET CONSTRUCTION IMPACTS THE EXISTING UNDER GROUND AND AERIAL FIBER OPTIC SYSTEM AT AND NEAR THE INTERSECTION OF LOWER MUSCATINE ROAD AND FIRST AVENUE. MAINTAINING THE FIBER OPTIC CONNECTION WILL IMPACT CONSTRUCTION STAGING. SEE SHEET N.16. 22. TRAFFIC SIGNAL SERVICE: 100 AMP SERVICE. 120 VOLT - 2 WIRE LIGHTING CIRCUIT FOR LIGHTING ON TRAFFIC SIGNAL POLES: 20 AMP CIRCUIT BREAKER EXISTING TRAFFIC SIGNAL POLE, FOOTING. AND IDENTIFYING NUMBER e4E EXISTING JUNCTION BOX AND IDENTIFYING NUMBER —TS— EXISTING SIGNAL CONDUIT SIGNAL LEGEND SIC SYMBOL/LABEL DESCRIPTION PED ❑ POWER SOURCE (MAY BE POLE OR PEDESTAL) SIGNAL CONTROLLER POWER CABLE ® CABINET, CONTROLLER, AND CONCRETE PAD GR OO1 TRAFFIC SIGNAL POLE, FOOTING. AND IDENTIFYING NUMBER TRACER WIRE 1c 10 ® p PEDESTAL POLE. FOOTING. AND IDENTIFYING NUMBER Y2 • (D TEMPORARY WOODEN SIGNAL POLE AND IDENTIFYING NUMBER C� qWM_l TRAFFIC SIGNAL HEAD AND IDENTIFYING NUMBER T -� 25 PEDESTRIAN HEAD AND IDENTIFYING NUMBER DHOLE VIDEO COAX. P/F ETECRON COAXIAL AND POWER/FOCUS CABLE ®1 PEDESTRIAN PUSHBUTTON IDENTIFYING NUMBER C-) -{ OC MAST ARM MOUNTED SIGN AND IDENTIFYING NUMBER �W ®3 VIDEO DETECTION CAMERA AND IDENTIFYING NUMBERCD 3 LUMINAIRE r 42 I I VIDEO DETECTION AREA AND IDENTIFYING NUMBER O/ 17x30" POLYMER CONCRETE STYLE (TYPE 1) HANDHOLE AND IDENTIFYING NUMBER Q�1 3(Tx48' POLYMER CONCRETE STYLE (TYPE 2) HANOHOLE AND ING NUMBER -------- TRAFFIC SIGNAL/INTERCONNECT CONDUIT LABELS WITH AN IDENTIFYING NUMBER - _ FOLLOWED BY THE LETTER "E REPRESENT EXISTING EQ EXISTING TRAFFIC SIGNAL POLE, FOOTING. AND IDENTIFYING NUMBER e4E EXISTING JUNCTION BOX AND IDENTIFYING NUMBER —TS— EXISTING SIGNAL CONDUIT JON L L1 JON L ER, P.E.– / iOATP�� RESLER L .m'.. 16911 16911 A MA'lgmnev &telA DECEMEIBR31,201& P or a6 VwvereE�6y mk .9a: MDJELT R0, 991023 DESIGNED B1: J. TESTER m BATE BY MIS" amst"m BHEET N]. PROJECT DATE, W/0D/MR clEc�o BY, J. REELER Pot LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, 01227/2012 9.50:31 AN omw BY: r` FROM KIRKWOOD AVENUE TO IST AVENUE TRAFFIC SIGNAL PROJECT NOTES I LEGEND N IL IV,01 CAD FILE:%:\CR\EE\2009W9I023\GO\vI�nW91021_tA1.Nt IOWA CITY, IOWA ABBREVIATIONS SIC SIGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL SIGNAL CONTROLLER POWER CABLE STLT STREET LIGHT POWER CABLE GR GROUND WIRE lc/6 TR TRACER WIRE 1c 10 PT Y1 PULL TAPE FUSED WYE CONNECTOR FOR STREET UGHTING Y2 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING Y3 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING qWM_l FUSED IN-LINE CONNECTOR FOR STREET LIGHTING Mk�NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HH DHOLE VIDEO COAX. P/F ETECRON COAXIAL AND POWER/FOCUS CABLE JON L L1 JON L ER, P.E.– / iOATP�� RESLER L .m'.. 16911 16911 A MA'lgmnev &telA DECEMEIBR31,201& P or a6 VwvereE�6y mk .9a: MDJELT R0, 991023 DESIGNED B1: J. TESTER m BATE BY MIS" amst"m BHEET N]. PROJECT DATE, W/0D/MR clEc�o BY, J. REELER Pot LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, 01227/2012 9.50:31 AN omw BY: r` FROM KIRKWOOD AVENUE TO IST AVENUE TRAFFIC SIGNAL PROJECT NOTES I LEGEND N IL IV,01 CAD FILE:%:\CR\EE\2009W9I023\GO\vI�nW91021_tA1.Nt IOWA CITY, IOWA TRAFFIC SIGNAL FACES TRAFFIC SIGNAGE (§ (e o STREET NAME SIGNS Om R 12 R F 12" Y 113 LER TURN YIELD N FLASHIN YELLOW r Y � I CD J QED Lower Muscatine Rd Sycamore 61 120'x18' 72"x18' N Y ONLY 52 Q N (2-REO(2-REO'D) GREEN BACKGROUND GREEN BACKGROUND F 12' G NO. 23,24, L— U W W/WHITE LETTERS W/WHITE LETTERS lVt' 5 ZLY43,44,63, 12" ry0. 21,22• 6483.84, RIO -SPECIAL (40REOD) R3 -5L 40 X367 (- U W Z Q INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING AND APPROXIMATE SIGN BLANK GENERAL DIMENSIONS. CE 41,42.61, r Q 0= I STREET NAME SIGNS SHALL BE SUPPLIED BY THE CITY AND 62.81,82 3 I Q H INSTALLED BY THE CONTRACTOR. NO. 11.31. (8-REO'D) C W 1^0 O 51,71 ALL INDICATIONS SHALL BE LED n O (4-REO'D) 401 / 02 I 10 H4 44 ,I 36R MAST ARM 2 602 L — — 1 - - - — - B O� 2011 A 4 - — I /W / \ // 24 D A V16 C 63 5 —�. --_ _ — — — — — — — — --- ————— —__ -- — -- S 61 62=- — _------ — �— Sc"3 c3 = =1� S -� — — G — — ---- -� 1 LOWER MUSCATINE ROAD — \A � 1 B — < — \ O 81 —O – HF OH 0 n –DHE– – DHE— O --- _ �y 22 I -. S� ------- SD — — ITE31 STATION, OFFSET / 23 C 1 21 A 51 D 164 caNT m (CENTER OF cxmimu t 2' 12 11 W 12" W SYCAMORE 20.71.5. 40.1' LT 82 POLd(CO(TEN OF FOOTING) 11 2 37.9 LT \` \Y- �/ — S , I 601 I I 2 .3. 21+53.5. 37.5• LT \ O4 2 42' M T 1 E1 1 83 3 0 _ - _ 3 21+65.5. 35.O RT 84 8 i 1 I pi _ o 41 2D+50.6. 352 RT — — — — — j JuNLToN mm (c aml OF Jumnm um � � 1 1 61 3 20+75.0, 430 LT 4 21N65. 43.0 LT 5 21+56.5, or LT PEDESTRIAN d' 6 21-53.3. XZ ITT PUSHBUTTON 7 z,+70.2. MY RT AND SIGNAL FACE MOUNTING e DEiErnox ZONES z0+53.2, 3A4•RT 1 O\ I' (LEADING EDOE,CLOSEST TO 111 1111011) 1 \ \ 7 v"]`A / 11 21 21+z1.3, 3ST FIT 21+05.5, 40.17 LT 4— -� C`� O ,1,A� l - - N 31 z 779.0.17a 41 5t 21.65.0.13.17 LT��(" 21+15.5140.0 LT 'y 4 JF t i / ` \ TRAFFIC SIGNAL POLE FOOTING >r2: ELEVATIO10 N = 696.14 TRAFFIC SIGNAL POLE FOOTING #I; ELEVATION 1 2D FEET 71 Tt 21+339, XT Ri 21+66.0,0.04 TRAFFIC SIGNAL POLE FOOTING #3: ELEVATION = 696.20 xx __. 1111.-; / O TRAFFIC SIGNAL POLE FOOTING #4: ELEVATION = 695.54 et 20+77.3. 13.0 RT PROJECT NO: 09I023 J. REAEA KED NO GATE BY REVI610N DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -"715(637)-70-52 SIEEi N0. PROJECT DATE, CAD DATE: 2/16/2012 CHE CHECKED BY: Y: 11.16,10 AM NAA BY: J. REELER Foth FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROADISYCAMORE STREET N.�2 ce0 PD.E: xAM\IE\2009\O91023\CAD\PIm.\091023.x02.aht IOWAC",IOWA TRAFFIC SIGNAL LAYOUT SUGGESTED TIMINGS AM PEAK (SECONDS) LOWER MUSCATINE ROAD AND SYCAMORE STREET PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 -17.0 18.0 8.0 22.0 8.0 27.0 8.0 22.0 MAXIMUM II 32_j 31 1 YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 13 13 13 15 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP SUGGESTED TIMINGS OFF PEAK (SECONDS) LOWER MUSCATINE ROAD AND SYCAMORE STREET PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0F2� 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 18.0 8.0 22.0 8.0 27.M2.42.4 8.0 22.0 MAXIMUM II 32_j 31 1 YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.4 2.4 2.4 2.4 2.4 2.4WALK 2.4 2.4 WALK 7 7 7PEDESTRIAN 7 PEDESTRIAN CLEARANCE 13 13 13 15 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP SUGGESTED TIMINGS PM PEAK (SECONDS) LOWER MUSCATINE ROAD AND SYCAMORE STREET PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 1 5.0 1 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 1 3.0 MAXIMUM 1 17.0 18.0 8.0 50.0 8.0 27.M2.42.4 MAXIMUM II 32_j 31 1 YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.4 2.4 2.4 2.4 2.4 2.4WALK 7 7 7PEDESTRIAN CLEARANCE 13 13 13 ADDED INITIAL R TIME EDUCE ME TO TIME BEFORE REDUCTION MINIMUM GAP 1-9c (PED) 1 1 -VIDEO COAX, P/F 2-1c#10 (STILT) 1-GR/1-TR/1-PT 2 AT10' EACH 4" HOPE 4-7c4 516- 4-4c (SIG) 3 4-9c (PEO) 4 -VIDEO COAX, P/F 6-1c#IO (STLT) ❑ ` 2-GR/2-TR/2-PTSTLT) 10' OF 2" HDPE 1 011 -I(CNTRL/STLT) - YELLOW BALL RED R/1 -PT R/1 WHITE 24 -- ----------lE BUCK W -SIDE ST 2 AT 9 CH 2" HDPE DW -SIDE ST HH 2 TO H - PED COMMON 1-TR/2-PT - PB -MAIN ST BLACK - � I WHITE BLACK PB COMMON BLUE SPARE N 32_j 31 1 - _ - M 4c SIGNAL WIRE COLOR CODE 7c SIGNAL WIRE COLOR CODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN - GREEN BALL BLACK - YELLOW BALL RED - RED BALL WHITE COMMON 9c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - W -MAIN ST RED - DW -MAIN ST GREEN BUCK W -SIDE ST RED BLACK DW -SIDE ST WHITE - PED COMMON ORANGE - PB -MAIN ST BLACK - PB -SIDE ST WHITE BLACK PB COMMON BLUE SPARE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - GREEN BALL ORANGE - YELLOW BALL RED - RED BALL BLUE - <-G(5- BLACK - FY EC) WHITE - MON WHITE BLACK COMMON SIGNAL & VIDEO CABLE DESIGNATION 1 2 3 TAPE = TAPES = TAPES = LEFT TURN SIGNALS THRU SIGNALS RIGHT TURN SIGNALS W TAPE COLOR INTERSECTION CORNER BLUE NE 0 ORANGE SE YELLOW SW C (T1 GREEN NW _ a 81 I 0 0 0 3 Y I I � 121 151 02 -L -LI 42 1_J P/F 36' MAST ARMS 602 SIG PED CNTRL STILT GR TR PT Y1 Y2 Y3 L1 L2 HH VIDEO COAX, P/F 4c -9c /F ABBREVIATIONS SIGNAL HEAD CABLE PEDESTRIAN HEAD AND PUSHBUTTON CABLE SIGNAL CONTROLLER POWER CABLE STREET LIGHT POWER CABLE GROUND WIRE 1c#6 TRACER WIRE 1c#10 PULL TAPE FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING FUSED IN-LINE CONNECTOR FOR STREET LIGHTING NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HANDHOLE VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE OAIW 1-1_2 35' OF 2" HOPE 3 AT 1205' EACH, 2" HOPE \ 1 -PT rHH ­STO HH 10 O A V7 © 63 - 3 -PT 1 -LI 1-L2 - - - - - - - - - - - - - -------- 11 61 62 ---- 1I LOWER MUSCATINE ROAD O - -2=Y3 ZMAS 84 ®O1 65'OF 3" HD1 7c (SIG) P/F 1-4c (SIG) 1 11 1-9c (PED) 1 1-VIOED COAX, P/F 2-Ic#IO (STLT) ` 1 1-GR/1-TR/1-PT QPROVIDE SINGLE PHOTOCELL ON OUTSIDE OF TRAFFIC SIGNAL CABINET TO CONTROL LUMINAIRES MOUNTED ON TRAFFIC SIGNAL POLES. SEE POWER SERVICE DETAIL ON SHEET N.23. 0001 X24 31 cN - 71 - li 72J 6' IN I, at I� I P/F 1 \ © 83 1 1 1 1 1 1 1 l ` 12\ ss� I d' W 3 AT 100' EACH 2" HOPE 1-TR/3-PT \I 0 I I � 121 151 02 -L -LI 42 1_J P/F 36' MAST ARMS 602 SIG PED CNTRL STILT GR TR PT Y1 Y2 Y3 L1 L2 HH VIDEO COAX, P/F 4c -9c /F ABBREVIATIONS SIGNAL HEAD CABLE PEDESTRIAN HEAD AND PUSHBUTTON CABLE SIGNAL CONTROLLER POWER CABLE STREET LIGHT POWER CABLE GROUND WIRE 1c#6 TRACER WIRE 1c#10 PULL TAPE FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING FUSED IN-LINE CONNECTOR FOR STREET LIGHTING NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HANDHOLE VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE OAIW 1-1_2 35' OF 2" HOPE 3 AT 1205' EACH, 2" HOPE \ 1 -PT rHH ­STO HH 10 O A V7 © 63 - 3 -PT 1 -LI 1-L2 - - - - - - - - - - - - - -------- 11 61 62 ---- 1I LOWER MUSCATINE ROAD O - -2=Y3 ZMAS 84 ®O1 65'OF 3" HD1 7c (SIG) P/F 1-4c (SIG) 1 11 1-9c (PED) 1 1-VIOED COAX, P/F 2-Ic#IO (STLT) ` 1 1-GR/1-TR/1-PT QPROVIDE SINGLE PHOTOCELL ON OUTSIDE OF TRAFFIC SIGNAL CABINET TO CONTROL LUMINAIRES MOUNTED ON TRAFFIC SIGNAL POLES. SEE POWER SERVICE DETAIL ON SHEET N.23. 0001 X24 31 cN - 71 - li 72J 6' IN I, at I� I P/F 1 \ © 83 1 1 1 1 1 1 1 l ` 12\ ss� I 601 3 AT 100' EACH 2" HOPE 1-TR/3-PT \I I I �❑ 3 AT 685' EACH 2" HOPE HH -7 TO HH 9 1-TR/3-PT PROJECT NO: 091023 DESIGNED BY: J. IEg NO DATE BY REVISION DESCRIPTION STP -U-3715(637)-70-52 SHEET N' PRaecr oerE: cxECKEo er: J. (ESLER LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: znsNzolz 11.16,12 AM DRAWN BY. F�h FROMKIRKWOODAVENUE TOIST AVENUE LOWER MUSCATINE ROADISYCAMORE STREET N.03 CAO FILE, X:XCRVE\209\WI IC23\OAW\041023.NO3ent _. _ IOWA CITY, IOWA WIRING DIAGRAM 0 rn C (T1 co PROJECT NO: 091023 DESIGNED BY: J. IEg NO DATE BY REVISION DESCRIPTION STP -U-3715(637)-70-52 SHEET N' PRaecr oerE: cxECKEo er: J. (ESLER LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: znsNzolz 11.16,12 AM DRAWN BY. F�h FROMKIRKWOODAVENUE TOIST AVENUE LOWER MUSCATINE ROADISYCAMORE STREET N.03 CAO FILE, X:XCRVE\209\WI IC23\OAW\041023.NO3ent _. _ IOWA CITY, IOWA WIRING DIAGRAM TRAFFIC SIGNAL POLE DATA 1Q® AND © LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ®ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. PROPOSED FLOW DI AM LOWER MUSCATINE ROAD AND SY ORE STREET +06 1 B1+05 1 C 21 M INDICATES FLOW PATH WITH ALL PHASES INDICATES OPTIONAL FLOW PATHS WHEN SOME ARE NOT DEMANDED AT THE SAME TIME OF RI 1 04+08 1 LOWER MUSCATINE RD AND SYCAMORE ST PHASE SEQUENCE NOT ALLOWED FROM TO b2+fd6 02+05, .O1+N6 .04+.08 A3+08, .04+27 DUAL ENTRY PHASES 02+06, 04+08 FLASHING OPERATION LOWER MUSCATINE RED TRANSFER SYCAMORE RED PEDESTRIAN DARK PROPOSED PHASE SEQU17%E CHART LOWER MUSCATINE ROAD AND SYL%MORE STREET DETECTOR SUMMARY ( TRAFFIC HEADS SIGNAL ON ARM © TRAFFIC SIGNS ON A ® VIDEO CAMERAS N AR ® LUMINARE ARM FOOTING M TOTAL LOCATION W LOCATION LOCATION EMENEEMENow"ll"MENan MU IN N6 ORIENTATION DIA. DEPTH POLE POLE N0. TYPE MAST ARM LENGTH MISCELLANEOUS QUANTITY DETECTOR (FT.) QTY. ON ARM QTY. ON ARM QTY. ON ARM QTY. SPREAD (FT.) HEIGHT (DEGREES) (FT.) (FT.) F w ® (FT.) a (FT.) N (FT.) r o (FT.) vvMoo�oo■�:c��vo■■�■■hiZno�■umoo 0 a i a a g o o z z _ 1 a e.+{� �0�00■■0000000■00■�:�©■■■000■■DOD��OW�000��0�■■■ ,.w• i COMBINATION 1 39• 2 36.0',23.5' 3 37.0',32.0', 1 28.0' 1 B. 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 21 VIDEO 6.0' 2 2 5.0 1 201,202 X 2 COMBINATION 36' 2 33.0',22.0' 3 34.0'. 1 25.0' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING VIDEO 3 3 10.01 10.0' 111 41 VIDEO 4 4 3 COMBINATION 36'2 --' 33.5',21.0' 3 34.0',29.5', 1 25.5' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 5,2 1 1 6.0' 52 VIDEO 5 5 1rn 4 COMBINATION 42' 2 36.5'.27.0' 3 40.0',32.5', 1 30.0' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 71 VIDEO 8.0' 4 7,4 1 72 VIDEO 7 7 1 81 VIDEO 8 8 1 1Q® AND © LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ®ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. PROPOSED FLOW DI AM LOWER MUSCATINE ROAD AND SY ORE STREET +06 1 B1+05 1 C 21 M INDICATES FLOW PATH WITH ALL PHASES INDICATES OPTIONAL FLOW PATHS WHEN SOME ARE NOT DEMANDED AT THE SAME TIME OF RI 1 04+08 1 LOWER MUSCATINE RD AND SYCAMORE ST PHASE SEQUENCE NOT ALLOWED FROM TO b2+fd6 02+05, .O1+N6 .04+.08 A3+08, .04+27 DUAL ENTRY PHASES 02+06, 04+08 FLASHING OPERATION LOWER MUSCATINE RED TRANSFER SYCAMORE RED PEDESTRIAN DARK PROPOSED PHASE SEQU17%E CHART LOWER MUSCATINE ROAD AND SYL%MORE STREET DETECTOR SUMMARY PROPOSED SIGNAL HEAD LOCATIONS CONTROLLER/BACK LOWER MUSCATINE ROAD AND SYCAMORE STREET PANEL DATA PHASES USED 8 EXPANSIBLE T0: 8 MINIMUM QUANTITY OF 16 BACK PANEL POSITIONS: o k W W EMENEEMENow"ll"MENan m z v 3w z3 DETECTOR N N a w x w 3 cI v: COMMENTS NUMBER w F w ® a a o N w r o u vvMoo�oo■�:c��vo■■�■■hiZno�■umoo 0 a i a a g o o z z _ 1 a e.+{� �0�00■■0000000■00■�:�©■■■000■■DOD��OW�000��0�■■■ ,.w• i 11 VIDEO 6 1,6 ■■■■■■■■■■■■■■�i�■■■■■■■■■■■■■■■■■■■■■■���■■■■■■ 1 '�©�m■■■mmmm■■mmmmmmmm` "•�' .✓ 12 VIDEO mmmmmm■■■ 1 1 1 21 VIDEO 2 2 5.0 1 201,202 X 2 �m'®'®'m■■©IIiW'®©(I'®'®'®'®'®'®'®©IiYI'®■■■'®'®'m'm■■'®'®'®'®'®m'®'®'®'®'®'®'®m'®�,'_ 31 VIDEO 8 3,8 1 _ 32 VIDEO 3 3 111 41 VIDEO 4 4 1 --' 401,402 X 4 •• 51 VIDEO 2 5,2 1 1 52 VIDEO 5 5 1rn 61 VIDEO 6 6 5.0 1 601,602 X 6 71 VIDEO 4 7,4 1 72 VIDEO 7 7 1 81 VIDEO 8 8 1 801,802 X 8 PROPOSED SIGNAL HEAD LOCATIONS CONTROLLER/BACK LOWER MUSCATINE ROAD AND SYCAMORE STREET PANEL DATA PHASES USED 8 EXPANSIBLE T0: 8 MINIMUM QUANTITY OF 16 BACK PANEL POSITIONS: r" LEGEND —D NON -ACTUATED VEHICULAR MOVEMENT — —► PARTIALLY RESTRICTED VEHICULAR MOVEMENT P ACTUATED PEDESTRIAN MOVEMENT — —B• NON -ACTUATED PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL 0 TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW RED LEfT ARROW G YELLOW LEFT ARROW E1� YELLOW PROW .6 GREEN LEFT ARF °H YELLOW RIGHT ARROW _. 8 GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK AO ALL OTHER PHASES PRI PREEMPT #1 I PROJECT NO: 091003 OESIGBED BY: J. HESLEN I NO GATE eY REYIsION DESCRIPTION I I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-3715(637140-52 `- PW ECT DATE: CHECKED BY: J. RESLEfl CAO GATE: 2/16/2012 11:16:13 AN DRAWN BY: *Foth FROM KIRKWOOD AVENUE TO 1 AVELOWER MUSCATINE ROADISYCAMORE STREET NUE N.04 CAD FILE: x:\CR\lE\20N\091023\CAD\P1znsAOgTCt3_NO4.shf IOWACm, IOWA SIGNALINFORMATION EMENEEMENow"ll"MENan ® oo■■■ ■o■■Mumma vvMoo�oo■�:c��vo■■�■■hiZno�■umoo .-=•K �o©o©■■©©©©vv000©o©v©�.■■©vvv■■0000©�vvvvvvv©©■■■ �0�00■■0000000■00■�:�©■■■000■■DOD��OW�000��0�■■■ • ®mmmm■■mmmmmm©�m©r ■■■■■■■■■■■■■■�i�■■■■■■■■■■■■■■■■■■■■■■���■■■■■■ '�©�m■■■mmmm■■mmmmmmmm` mmmmmm■■■ ©©©©■■vv■oo��©©©©©Doo■■■©©©©■■©©©©©©©©©©©©©W�■■■ • �m'®'®'m■■©IIiW'®©(I'®'®'®'®'®'®'®©IiYI'®■■■'®'®'m'm■■'®'®'®'®'®m'®'®'®'®'®'®'®m'®�,'_ EASTBOUND WESTBOUND • ®mmmm■■mmmmmmmmmmmmmmm■■■mmmm■■mmmmmm©�m©�m©�m■■■ r" LEGEND —D NON -ACTUATED VEHICULAR MOVEMENT — —► PARTIALLY RESTRICTED VEHICULAR MOVEMENT P ACTUATED PEDESTRIAN MOVEMENT — —B• NON -ACTUATED PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL 0 TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW RED LEfT ARROW G YELLOW LEFT ARROW E1� YELLOW PROW .6 GREEN LEFT ARF °H YELLOW RIGHT ARROW _. 8 GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK AO ALL OTHER PHASES PRI PREEMPT #1 I PROJECT NO: 091003 OESIGBED BY: J. HESLEN I NO GATE eY REYIsION DESCRIPTION I I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-3715(637140-52 `- PW ECT DATE: CHECKED BY: J. RESLEfl CAO GATE: 2/16/2012 11:16:13 AN DRAWN BY: *Foth FROM KIRKWOOD AVENUE TO 1 AVELOWER MUSCATINE ROADISYCAMORE STREET NUE N.04 CAD FILE: x:\CR\lE\20N\091023\CAD\P1znsAOgTCt3_NO4.shf IOWACm, IOWA SIGNALINFORMATION O O/ / / F ———————— ----------------- — R/W ' R/W �2 T1 (REMOVE) W — LOWER MUSCATINE ROAD 07 0 (REMOVE) / +k.,ell / o / — — — — 7__X ING — — — — — —' CABINET/CONTROLLER/FOOTING (REMOVE FOOTING) \ (SALVAGE. RELOCATE. REINSTALL CABINET/CONTROLLER) R/W ,Y v — CHE OHE OHE OH )OTING / / v / 1 — — — — — — — EXISTING — C7 — MAST ARM POLE/F G / (REMOVE) 1 ING / EXISTING 2E Q ANDHOLE MAST ARM POLE/FOOT (REMOVE) (REMOVE) R/W Fi�W 2 EXIS ING ((``-�� R �1V I E HANDHOLE D n_3 THE CONTRACTOR SHALL REMOVE THE EXISTING CONCRETE TRAFFIC SIGNAL POLE FOOTINGS TO A MI 0 3E / 1 O (REMOVE) 1 36" BELOW FINISHED GRADE AS WELL AS THE TRAFFIC SIGNAL CABINET FOOTING AND TRAFFIC L CONDUIT. _______ QTHE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 46 HOURS PRIOR TO SALVAGING XISTING TRAFFIC 3E 2E ta.. •�4 Z > .I SIGNAL AND STREET LIGHTING EQUIPMENT (INCLUDING TRAFFIC SIGNAL HEADS, PO MAST ARMS, CABLES. ETC.) TO COORDINATE THE EQUIPMENT TO BE SALVAGED AND THE DESIRED PI TIME. THE CITY WILL THEN EXISTING PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SH L BE DISPOSED OF BY THE_ HANOHOLE —I C-)_ CONTRACTOR. \ (REMOVE) \ r 1 1 QTHE CONTRACTOR SHALL SALVAGE AND REUSE THE EXISTING VIDEO DETECTION EQUIPMENT FROM THE MALL DRIVE I O 7:u -" j�q AND LOWER MUSCATINE ROAD TRAFFIC SIGNAL FOR USE WITH THE TEMPORARY TRAFFIC SIGNAL AND PROPOSED --- :Y -C- °>.� PERMANENT TRAFFIC SIGNAL LOCATED AT THE SAME INTERSECTION. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REINSTALLATION OF THE VIDEO DETECTION EQUIPMENT AND ANY MISCELLANEOUS WIRING, HARDWARE, AND BRACKETS NECESSARY TO RENDER THE VIDEO DETECTION OPERATIONAL. AN ADDITIONAL VIDEO CAMERA IS QUANTIFIED IN THE PLANS FOR THE CONTRACTOR TO SUPPLY AND INSTALL AS THE SALVAGED VIDEO DETECTION EQUIPMENT AT THE INTERSECTION ONLY INCLUDES 3 VIDEO CAMERAS AND 4 ARE REQUIRED. SEE N.06 FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUT AND THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. 2 -_ 5 QAT THE MALL DRIVE INTERSECTION WITH LOWER MUSCATINE ROAD, THE CONTRACTOR SHALL INSTALL THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTING AND NEAREST PROPOSED HANDHOLE (HH 11) FOR USE WITH THE TEMPORARY TRAFFIC SIGNAL. THE PROPOSED CONDUIT SHALL ALSO BE INSTALLED BETWEEN THE CABINET FOOTING AND HH 11. A TEMPORARY SECTION OF CONDUIT SHALL BE INSTALLED OVER TO TEMPORARY WOOD SIGNAL POLE #1. THE EXISTING MALL DRIVE TRAFFIC SIGNAL CABINET, UPS CABINET/SYSTEM, AND CONTROLLER SHALL BE 7 SALVAGED AND RELOCATED TO THE PROPOSED FOOTING AT MALL DRIVE WHERE IT SHALL BE USED TO RUN THE o IB TEMPORARY TRAFFIC SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL. THE CONTRACTOR SHALL STAGE THE F INSTALLATION OF THE TEMPORARY TRAFFIC SIGNAL TO MINIMIZE THE TIME THE EXISTING AND TEMPORARY TRAFFIC SIGNALS ARE NOT OPERATIONAL. SEE N.06 FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUT AND THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. PMJECT N0: 091023 DESIGNED BY: J. flESLER 1401 GATE 1 BY 1 REVISION DESCRIPTION Foth STP-U-3715�637�-70-52 SHEET NO. PROJECT OATE, CHECKED SY: J. WSLER LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 2/16/2012 11:16:15 AM OflAVN eY: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROADIMALL DRIVE N.05 CAO FILE: x:ACR\IEA2009\091023ACAD\Plans\09i023_Nosann IOWA CITY, IOWA TRAFFIC SIGNAL REMOVALS 0 TRAFFIC SIGNAL FACES TRAFFIC SIGNAGE 0/ 0 Q 0/ \ / R 1Y R LEFT TURN // /yam YIELD � `A ♦:k \ / Y 12• Y 13 N FLASHIN YELLOW /` J F x c NO. 23.24, 43,44,63, RIO -SPECIAL R3 -5L / 64,83,84, 30"X36" 30•X36 - 1Y NO 2122 (8-REO'D) (4-REO'D) (3 -REO -D) / — — — — — -- — F 41,42,61, / 62,81,82 N0. 11.31. (8-REO'D) 51.71 ALL INDICATIONS SHALL BE LE (4-REO'D) 2011 - 11 10 E 42 2 0 \ R/W - --- - — — T 1 1 tom. LOWER MUSCATINE ROAD 1< at I� V47 — ____� 1� O -81 1 IT STAMON, OFFSET CONIROLIHt (CENTER OF CANNEY) mvA 3 WH a, 43.1' LT .OL6s 4+99061 OF Fovnx6) 1 3 71.3.41.61LT 2 5' 33.8!.8. 43.LT 3 34+78]. O.T LT 41 34+791, 38.0 RT 51 33.75.4.38.0 RT JUNCTION BOM (CEMOt OF JIMCTKIN SOX) 10 30.58.2. 28.8 LT 11 33.86.1. 47.8 LT 12 34+78.4. 55.8 LT 13 IN61A. 37.8 RT 1 33A88JA T.1'RT 151 nNsts. 95.4' RT OE1tNTONEON® (1iA6NO610[CL0688T TD INT6Yt5CT016 11 3 4+7, 35R RT 21 NH9.2. ABA, LT 31 33.88.1, O.v CL 41 W95.7.13.9 LT 51 34+325, 48.5 LT All 34+39.7, 36S AT 71 A 7. O.0CL 81 34+86.3, 1A0 RT 35' MAST ------------- / I I ate. I STREET NAME SIGNS / O O Lower Muscatine RB Moll DY 120" X 18" 48"x 18" (2 -REO -D) (2-REO'0) GREEN BACKGROUND GREEN BACKGROUND W/WHITE LETTERS W/WHITE LETTERS INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING AND APPROXIMATE SIGN BLANK GENERAL DIMENSIONS. STREET NAME SIGNS SHALL BE SUPPLIED BY THE CITY AND INSTALLED BY THE CONTRACTOR. / 1 /52 / O �Q / 2� 51 / 12 44 50' MAST ARM 61 62 — SO OHL / ARM 11 I 1 61 PROJECT DW.AT 091023 CHECKED BY: J. RESLER N) OA7E BY REYI61O1 OESCRIP7ION Fot h PROJECT p47E: CHECKED BY: J. RESLER CAD DATE: 2/16/2012 IMMP AM DRAWN BY: CAO FILE: 7:\LR\IE\2009\091023\CAO\Pl.,\041023_NO6nht 1 1 L PEDESTRIAN PUSHBUTTON / AND SIGNAL FACE MOUNTING +co 3 iii Y . L .. „i• / r1T 5 f� / O 2 C y--- - ----------- 110 0 - --- � 7rJ6� ----------------- /�R/W --- — -- L' 64 16011 D 1 I Q TRAFFIC SIGNA FOOTING ><1: ELEVATION 61 4.70 TRAFFIC SIGNAL POL ING a2; ELEVATION = 694.52 1 TRAFFIC SIGNAL POLE F00 ELEVATION -6'4.16 TRAFFIC SIGNAL POLE FOOTING N ION = 694.04 TRAFFIC SIGNAL POLE FOOTING ><5: ELEVA 94.47 QTHE EXISTING SIGNAL CABINET, CONTROLLER, UPS CABINET/SYSTEM, AND VIDEO DETECTION EQUIPMENT FROM THE MALL DRIVE INTERSECTION SHALL BE SALVAGED AND REUSED AS PART OF THE TEMPORARY AND PROPOSED PERMANENT TRAFFIC SIGNALS. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REINSTALLATION OF THE EQUIPMENT AND ANY MISCELLANEOUS WIRING. ` HARDWARE. AND BRACKETS NECESSARY TO RENDER THE EQUIPMENT OPERATIONAL. THE CONTROLLER FOOTING, HANDHOLE 11, AND THE 4" HOPE BETWEEN THE CONTROLLER AND HANDHOLE II SHALL ALSO BE INSTALLED AS PART OF THE TEMPORARY SIGNAL AND REMAIN IN PLACE FOR THE O FI EET 10 PROPOSED PERMANENT TRAFFIC SIGNAL. SEE THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SHEET NG. FROM KIRKWOOD AVENUE TO I ST AVENUE LOWER MUSCATINE ROAD/MALL DRIVE N.Og IOWA CITY, IOWA TRAFFIC SIGNAL LAYOUT SUGGESTED TIMINGS AM PEAK (SECONDS) LOWER MUSCATINE ROAD AND MALL DRIVE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 17.0 1 8.0 22.0 8.0 26.0 8.0 22.0 MAXIMUM 11 YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.2 2.5 2.9 2.6 2.5 2.2 2.6 2.9 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 13 18 15 22 ADDED INITIAL TIME TO REDUCE 71ME BEFORE REDUCTION MINIMUM GAP SUGGESTED TIMINGS OFF PEAK (SECONDS) LOWER MUSCATINE ROAD AND MALL DRIVE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 17.0 8.0 22.0 8.0 26.0 8.0 22.0 MAXIMUM 11 YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.2 2.5 2.9 2.6 2.5 2.2 2.6 2.9 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 13 18 15 22 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP SUGGESTED TIMINGS PM PEAK (SECONDS) LOWER MUSCATINE ROAD AND MALL DRIVE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 17.0 8.0 22.0 8.0 26.0 8.0 22.0 MAXIMUM II YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.2 2.5 2.9 2.6 2.5 2.2 2.6 2.9 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 13 18 15 22 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP 4c SIGNAL WIRE COLOR CODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN GREEN BALL BLACK YELLOW BALL RED RED BALL WHITE COMMON 9c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - W -MAIN ST RED SE DW -MAIN ST GREEN BLACK W -SIDE ST RED BLACK DW -SIDE ST WHITE - PED COMMON ORANGE - PB -MAIN ST BLACK - PB -SIDE ST WHITE BLACK PB COMMON BLUE SPARE 7c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SGNAL INDICATION GREEN - GREEN BALL ORANGE SE YELLOW BALL RED GREEN REO BALL BLUE - <-G(5 BLACK - -SEC) WHITE - COMMON WHITE B COMMON 5-4c (PED) 4 -VIDEO COAX, P/F 11 6-lc#10 (STILT) 2-GR/2-TR/2-PT 10' OF 2" HDPE Q 01Z-1)� 10' OF " HOPJSTLT i-TR/1-PT IS' OF H P 10 I 24 I / I -PT \F I 3 1 OS' EACH 2" HOP SHPT HH 10 T 55' EACH 2" HDPE I I4 3 In 52 1-4c (SIG) 10' OF 3" HOPE 1-9c (PED) / 1 -VIDEO COAX, P/F 1-7c SIG 2-Ic*IO (STLT) 10' OF -3" HOP 1-4c (SIG) 1-GR/1-TR/1-PT 1- c 5 I -9c (RED) 1-4c (SIG) 2 -VIDEO (STLT)P/F 21 / / 51 / 12 01 1-9c (PED) I-GR/1-TR/1-PT 1 -VIDEO COAX, P/F _ -� 2- R/ 1- STILT) -44 1-GR/1-TR/1-PT. 50' MAST ARM J 0 N42 1-2 402 O I -L2 O FOH P 1 1 61 62 63 1-9c (PEO( 1-GR/1-TR/1-PT 8' �24' I� O LIr3 - 31 I} © 71 2o7C FS 4G H P 8 I I 2-4c (SIG) 2-9c (PED) r' 2 -VIDEO COAX, P/F 81 I I 1-GR/1T R/1 -PT SIGNAL & VIUReCABLE DESIGNATION 1 TAPt= 2 TAPES = 3 TAPES = LEFT TURN SIGNALS THRU SIGNALS RIGHT TURN SIGNALS TAPE COLOR INTERSECTION CORNER BLUE NE ORANGE SE YELLOW SW GREEN NW P/F 2-Ic# 1 -GR/ 3 -PT LOWER MUSCATINE ROAD 41 71 31 B ------ A J 81 y D A 35' MAST ARM F- I F 13 \ 9 F "HPE I I I Z�0' OF 3" HOPE c ((sly 1-9c (P ) 11 61 I t -9c (PED) I-VI2-IC�IO IS EO P/F I I 2-lc*E10 (STILT)P/F 1-GR/1-TR/I- I I I-GR/1-TR/1-PT l_J I_J QPROVIDE SINGLE PHOTOCELL ON OUTSIDE OF TRAFFIC SIGNAL CABINET TO CONTROL LUMINAIRES MOUNTED ON TRAFFIC SIGNAL POLES. SEE POWER SERVICE DETAIL ON SHEET N.23. SIG PED CNTRL r STLT 2 GR TR L- - PT Y1 Y2 Y3 L1 L2 HH VIDEO COAX, P/F O C7 ABBREVIATIONS SIGNAL HEAD CABLE PEDESTRIAN HEAD AND PUSHBUTTON CABLE SIGNAL CONTROLLER POWER CABLE STREET LIGHT POWER CABLE GROUND WIRE Ic 6 TRACER WIRE tc 10 PULL TAPE FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING FUSED IN-LINE CONNECTOR FOR STREET LIGHTING NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HANDHOLE VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE PROJECT W. 091023 PROJECT DATE: DESICWED BY: J. RESLER CHECKED BY: J. RESLER NO GATE BY REYISIRJ DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS V _N SHEET W. CAD DATE, 2/16/2012 5-0 I -L 1 -LZ n _ FROM KIRKWOOD AVENUE TO IS AVENUE ,rrn :2 N 0% CAD FILE:X:\CNYIEY2W9Y09m2rcAOYPMn.Y091D23M7.at - IOWACm, IOWA C7 ABBREVIATIONS SIGNAL HEAD CABLE PEDESTRIAN HEAD AND PUSHBUTTON CABLE SIGNAL CONTROLLER POWER CABLE STREET LIGHT POWER CABLE GROUND WIRE Ic 6 TRACER WIRE tc 10 PULL TAPE FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING FUSED IN-LINE CONNECTOR FOR STREET LIGHTING NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HANDHOLE VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE PROJECT W. 091023 PROJECT DATE: DESICWED BY: J. RESLER CHECKED BY: J. RESLER NO GATE BY REYISIRJ DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-7032 SHEET W. CAD DATE, 2/16/2012 11:16:18 AM DRAWN BY: *Foth FROM KIRKWOOD AVENUE TO IS AVENUE LOWER MUSCATINE ROAD/MALL DRIVE N 0% CAD FILE:X:\CNYIEY2W9Y09m2rcAOYPMn.Y091D23M7.at - IOWACm, IOWA WIRING DIAGRAM TRAFFIC SIGNAL POLE DATA 10.5' 51 1 (D TRAFFIC SIGNAL ® TRAFFIC SIGNS © VIDEO CAMERAS o LUMINARE ARM POLE POLEHFAns PEDESTAL POLE 3' ON M I IN ARM ON ARM 3' 10.5' LOCATION 1 LOCATION COMBINATION LOCATION 3 48.0'.32.0', MOUNT NO. TYPE MAST ARM LENGTH (FT') OTY. ON ARM I OTY. ON ARM OTY, ON ARM OTY. SPREAD HEIG COMBINATION 37' 2 34.5'.22.0' (FT.) 35.0',30.5', (FT.) 26.0' (FT.) o (FT.) (FT. 5.0' 5 COMBINATION 35' 3 33.D 1 COMBINATION SIGNAL /LIGHTING 43' 2 40.5',28.0' 3 41.0',36.5', 5 0. 1 32.0' 1 8' 30 APPROACH F %. ml =<ITI iA INDICATES FLOW PATH WITH ALL PHASES DED INDICATES OPTIONAL FLOW PATHS WHEN SOM ASE ARE NOT DEMANDED AT THE SAME TIME OF RIG F PROPOSED PHASE S �} LOWER MUSCATINE ROAD 03+07 B3+08 04+07 SIGNAL HEAD NO. 3 CLEAR TO 03 CLEAR TO B 3 CLEAR TO B z d, a Amt I rc z_ z_ ..e ASI Aft] NORTHBOUND 71 41,42 LOWER MUSCATINE 43,44 SOUTHBOUND 31 81,82 LOWER MUSCATINE 83,84 EASTBOUND 11 61,62 MALL DRIVE 63,64 WESTBOUND 10.5' 51 1 2' 21,22 MALL DRIVE 1 23,24 12.0' 2 PEDESTAL POLE 3' 10.5' GALVANIZED STEEL 1 3' 10.5' GALVANIZED STEEL 1 3 COMBINATION 50' 3 48.0'.32.0', 3 45.0',44.0', 1 38.0' SIGNAL/LIGHTING 210• 80' O. Wwy 4 COMBINATION 37' 2 34.5'.22.0' 3 35.0',30.5', 1 26.0' a o SIGNAL/LIGHTING 5.0' 5 COMBINATION 35' 3 33.D 2 29.0',8.0' 1 17.5' 1 SIGNAL/LIGHTING 12 VIDEO 10',2.5'1.5'. 1 1 1 21 VIDEO Q® AND ® LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POL URED OUTWARD TO ENO OF ARM. ® ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED F THE E OF THE MAST ARM. PROPOSED FLOW DIAGNCENTERLIN LOWER MUSCATINE ROAD ANDRIVE APPROACH F %. ml =<ITI iA INDICATES FLOW PATH WITH ALL PHASES DED INDICATES OPTIONAL FLOW PATHS WHEN SOM ASE ARE NOT DEMANDED AT THE SAME TIME OF RIG F PROPOSED PHASE S �} LOWER MUSCATINE ROAD 03+07 B3+08 04+07 SIGNAL HEAD NO. 3 CLEAR TO 03 CLEAR TO B 3 CLEAR TO B z d, a Amt I rc z_ z_ ..e ASI Aft] NORTHBOUND 71 41,42 LOWER MUSCATINE 43,44 SOUTHBOUND 31 81,82 LOWER MUSCATINE 83,84 EASTBOUND 11 61,62 MALL DRIVE 63,64 WESTBOUND 10.5' 51 1 2' 21,22 MALL DRIVE 1 23,24 8'1 30' 1 0 8' 30' 0 8' 1 30' 0 CIA. IFT.) MISCELLANEOUS TOTAL DIA. DEPTH OUANTITY 3' 10.5' GALVANIZED STEEL 1 2' 3.0' 10' PEDESTAL HEIGHT 1 3' 12.0' GALVANIZED STEEL 1 3' 10.5' GALVANIZED STEEL 1 3' 10.5' GALVANIZED STEEL 1 LOWER MUSCATINE ROAD AND MALL DRIVE TRANSFER NCE CHART D MALL DRIVE PHASE SEQUENCE NOT ALLOWED FROM TO H2+06 02+05. 04+BB B'3+88, H DUAL ENTRY PHASES 22+B6,04+.08 DETECTOR SUMMARY '04+08 B1 +B5 ' CLEAR TO 0 3 CLEAR TO B ¢ .. .� �mmm�� ��mmmmmm�mlal'JE9'.I �ali'l�tl'.Ilal'. <G 4r• <6 4Y� R I R I R I R DW DW DW DW B2+B5 B1+B6 Bti 01+06 02+05 02+06 CLEAR TO B 3 CLEAR TO H 3 CLEAR TO B � ea ea � Aa ea Z U FLASHING OP ON PANEL DATA LOWER MUSCAT] RED PHASES USED 8 MALL DRIVE RED EXPANSIBLE T0: 8 PEDESTWE I DARK MINIMUM QUANTITY OF 16 DO c O c U wN w Z DETECTOR DO j J W Q COMMENTS U w w O. Wwy ywy >- O w o i a a o i L5 11 VIDEO 6 1,6 1 ' 12 VIDEO 1 1 1 21 VIDEO 01,202 X 2 31 VIDEO 8 3,8 1 32 VIDEO 3 3 1 41 VIDEO 4 4 1 401,402 X 4 51 VIDEO 2 5,2 1 ' 52 VIDEO 5 5 1 61 VIDEO 6 6 5.0 1 601,602 % 6 71 VIDEO 4 7.4 1 72 VIDEO 7 7 1 81 VIDEO 8 8 1 801,802 1 X 8 '04+08 B1 +B5 ' CLEAR TO 0 3 CLEAR TO B ¢ .. .� �mmm�� ��mmmmmm�mlal'JE9'.I �ali'l�tl'.Ilal'. <G 4r• <6 4Y� R I R I R I R DW DW DW DW B2+B5 B1+B6 Bti 01+06 02+05 02+06 CLEAR TO B 3 CLEAR TO H 3 CLEAR TO B � ea ea � Aa ea CONTROLLER/BACK FLASHING OP ON PANEL DATA LOWER MUSCAT] RED PHASES USED 8 MALL DRIVE RED EXPANSIBLE T0: 8 PEDESTWE I DARK MINIMUM QUANTITY OF 16 .01 BACK PANEL POSITION$: '04+08 B1 +B5 ' CLEAR TO 0 3 CLEAR TO B ¢ .. .� �mmm�� ��mmmmmm�mlal'JE9'.I �ali'l�tl'.Ilal'. <G 4r• <6 4Y� R I R I R I R DW DW DW DW B2+B5 B1+B6 Bti 01+06 02+05 02+06 CLEAR TO B 3 CLEAR TO H 3 CLEAR TO B � ea ea � Aa ea PROPOSED SIGNAL HEAD LOCATIONS LOWER MUSCATINE ROAD AND MALL DRIVE LEGEND 0- ACTUATED VEHICULAR MOVEMENT —D NON -ACTUATED VEHICULAR MOVEMENT — —► PARTIALLY RESTRICTED VEHICULAR MOVEMENT ACTUATED PEDESTRIAN MOVEMENT — —Ba NON -ACTUATED PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL B TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW 4R RED LEFT ARROW 4Pt FLASHING YELLOW LEFT ARROW of YELLOW LEFT ARROW <G GREEN LEFT ARROW �+ YELLOW RIGHT ARROW 6>• GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK A8 ALL OTHER PHASES PR1 PREEMPT #1 PROJECT ND, 091023 DESIGNED BY, J. RESLER PROJECT DATE, ORAA B BY. J. RESLER CAD OATEN .%M\l a tL1W19 AN ORAXN BY, GO FILE, X�\CN\IE\2009\091023\CAp\Plena\091023_NOB.Mt *.�Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715I637r70-52 LOWER MUSCATINE ROADIMALL DRIVE SIGNAL INFORMATION SHEET N0, N.08 NO mmmmmme�me�me�o PROPOSED SIGNAL HEAD LOCATIONS LOWER MUSCATINE ROAD AND MALL DRIVE LEGEND 0- ACTUATED VEHICULAR MOVEMENT —D NON -ACTUATED VEHICULAR MOVEMENT — —► PARTIALLY RESTRICTED VEHICULAR MOVEMENT ACTUATED PEDESTRIAN MOVEMENT — —Ba NON -ACTUATED PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL B TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW 4R RED LEFT ARROW 4Pt FLASHING YELLOW LEFT ARROW of YELLOW LEFT ARROW <G GREEN LEFT ARROW �+ YELLOW RIGHT ARROW 6>• GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK A8 ALL OTHER PHASES PR1 PREEMPT #1 PROJECT ND, 091023 DESIGNED BY, J. RESLER PROJECT DATE, ORAA B BY. J. RESLER CAD OATEN .%M\l a tL1W19 AN ORAXN BY, GO FILE, X�\CN\IE\2009\091023\CAp\Plena\091023_NOB.Mt *.�Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715I637r70-52 LOWER MUSCATINE ROADIMALL DRIVE SIGNAL INFORMATION SHEET N0, N.08 NO GATE BY REYISIIXI DESCRIPTION 3 Q THE CONTRACTOR SHALL REMOVE THE EXISTING CONCRETE TRAFFIC SIGNAL POLE FOOTINGS TO A MINIMUM OF 36" ' BELOW FINISHED GRADE AS WELL AS THE TRAFFIC SIGNAL CABINET FOOTING AND TRAFFIC SIGNAL CONDUIT. O Q THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO SALVAGING ANY EXISTING TRAFFIC / I SIGNAL AND STREET LIGHTING EQUIPMENT (INCLUDING CONTROLLERS. CABINETS, TRAFFIC SIGNAL HEADS, POLES, MAST ARMS. CABLES, ETC.) TO COORDINATE THE EQUIPMENT TO BE SALVAGED AND THE DESIRED PICK UP TIME. LA1 THE CITY WILL THEN PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE CONTRACTOR. L4JAA,,�� /O DM/ I � THE/� AND LOWERACTOR MUSCATINELROADVAGE TRAFFID SIGNAL FOR USE REUSE THE EXISTING WITH VIDEO DETECTION TEMPORARY TRAFFICNT SIGNALLMANDEIST PROPOSEDNUE PERMANENT TRAFFIC SIGNAL LOCATED AT THE SAME INTERSECTION. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REINSTALLATION OF THE VIDEO DETECTION EQUIPMENT AND ANY MISCELLANEOUS WIRING, HARDWARE. — — AND BRACKETS NECESSARY TO RENDER THE VIDEO DETECTION OPERATIONAL. SEE N.10 FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUT AND THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. AT THE IST AVENUE INTERSECTION WITH LOWER MUSCATINE ROAD. THE CONTRACTOR SHALL INSTALL THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTING AND NEAREST PROPOSED HANDHOLE (HH 16) FOR USE WITH THE V2 TEMPORARY TRAFFIC SIGNAL. THE PROPOSED CONDUIT SHALL ALSO BE INSTALLED BETWEEN THE CABINET FOOTING AND HH 16. A TEMPORARY SECTION OF CONDUIT SHALL BE INSTALLED OVER TO TEMPORARY WOOD SIGNAL POLE #I. O O -+- J O THE NEW SIGNAL CABINET AND CONTROLLER SHALL BE INSTALLED AND USED TO RUN THE TEMPORARY TRAFFIC 2 SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL. THE CONTRACTOR SHALL STAGE THE INSTALLATION OF THE EXISTING 5'�V2 /TEMPOARY EXISTING / \ OPERATIONAL.R SEEIC SIGNAL TO MINIMIZE THE TIME N 10 FOR THE PROPOSED PERMANENTS EXISTING AND TRAFFIC SIGNALTLAYOUTRANDTRAFFIC CABINET/COTHEJ SHEETS FOR THE / NTROLLER/FOOTI / I (REMOVE FOOTING) MAST ARM POLE/ DOTING TEMPORARY TRAFFIC SIGNAL LAYOUT. (REMOVE cl; 2E 1E E%ISTING zE L--- -- -----1 ----� HANDHOLE r I(REMOVE) c/o co 2 St.s _ 4; 1 O c� OHE 8 OHE HE OH OHE OHE an. — — — — San. — — — EXIST NG — — —\ ban. — — — EXISTING LOWER MUSCAT INE ROAD MAST ARM POLE/FOOTING I I (REMOVE) (REMOVE) 0 — (REMOVE) O r* O cn � CP — — — — — —�— — —o G a — 2 G W— — —R4W EXISTING — — R / W V MAST ARM POLE/FOOTIN 3E 51 (REMOVE) y.\6 EXISTING O I EXISTING - _ 4E HANDHOLE HANDHOLE \ (REMOVE) (REMOVE) 3 vV2 EXISTING O MAST ARM POLE/FOOTIN _ — — — — — — (REMOVE) �tiV2 0 + V O \ --- — — — — --- ------ 2 i D e F� 3 � PROJECT N0: 091023 DESIGNED BY: J. BEELER NO DATE BY REVISION DESCRIPTION STP -U-3715(537)-70.52 SHEET NO. PROJECT DATE, CNECRED BY: J. RESLEB �0�� LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, 2/16/2012 11,16.21 AH DRAWN BY: TFROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINEROADNSTAVENUE N.09 CAD FILE: A:\CN\IE\2009\091023\CAD\Plana\091023_NO9.ht IOWA CITY, IOWA TRAFFIC SIGNAL REMOVALS WIN TRAFFIC SIGNAL FACES RR 1Y R 1Y Y 1Y G 9tY 0K71ff 13 NO. 23.24, 43.44,63. 12" F 0 Y 1 64,83,84, 1Y NO. 21.22. (8-REO'D) F G 41,42,61, 62,81,82 (8-REO'D) 41.421, 4&9 LT NO. 31.71 (2-REO'D) ALL INDICATIONS SHALL BE LED I TRAFFIC SIGNAGE O EFT TURN O YIELD + NYELLOWN O © ONLY RIO -SPECIAL R3 -51L 30"X36" 30'X36* (2-REO'D) (2 -REO -D) 00+5 OHF �' Cn LOWER MUSCATINE ROI D a I ° Dm / I 43 22 1 1 21 O 4 t' OHE — \an. — — — OINN llllk�L- 44W_ ` PC W18% FOOTINGTRAFFIC SIGNAL POLE R`��TRAFFIC SIGNAL POLE FOOTING #2, ELEVATION = 6q4.86 ITIFT621� TRAFFIC SIGNAL POLE FOOTING #3: ELEVATION 694.31 — — — — — ~ 84 PEDESTRIAN -• AND SIGNAL FACE MOUNTING 01 TRAFFIC SIGNAL POLE FOOTING #5: ELEVATION = 694.36 6� POLES (CENTER OF FOOTING) TRAFFIC SIGNAL POLE FOOTING #6: ELEVATION = 694.53 TRAFFIC SIGNAL POLE FOOTING #7: ELEVATION = 695.31 00+'v 0 Y 1 40.426. 3&9 Rr O 4 20.3. 42.9 LT 4 40.58.8, 5&9 LT QTHE CONTROLLER FOOTING. HANDHOLE 16. AND THE 4" HDPE BETWEEN THE CONTROLLER 41.421, 4&9 LT AND HANDHOLE 16 SHALL BE INSTALLED AS PART OF THE TEMPORARY TRAFFIC SIGNAL 41.50.0. XT LT AND REMAIN IN PLACE FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL. THE PROPOSED 41N&6.4arRr PERMANENT TRAFFIC SIGNAL CABINET, CONTROLLER, AND UPS CABINET/SYSTEM SHALL BE \ © O r PROPOSED PERMANENT TRAFFIC SIGNAL. SEE THE J SHEETS FOR THE TEMPORARY TRAFFIC 17 SIGNAL LAYOUT. /8 41+28.5.57.9 LT \ 3 QTHE CONTRACTOR SHALL INTERCEPT THE EXISTING FIBER OPTIC CONDUIT WITH HH IB. 3 SEE SHEETS N.11 AND 4.16 FOR ADDITIONAL INFORMATION. 2D 1 NO DATE 1 BY REVISIM MMRIPTIM 41 M7,47.7Rr PROJECT DATE! CHECKED BYE J. RESLER 21 0'4 22 CAD DATES 2/16/2012 11.16,22 AM ORAVN 3II 31 40+38.& 0.0 CL 41 CM FILET XACR\IE\2009\091023\CA0\Plan9\091023_NIO.aNt 81 40.97.7. 53.9 RT m 41.0&7. 53.9 RT mj�ib�+:11.F 41.54,Z 00 OL 91 40.3&6, 130 RT OINN llllk�L- 44W_ ` PC W18% FOOTINGTRAFFIC SIGNAL POLE R`��TRAFFIC SIGNAL POLE FOOTING #2, ELEVATION = 6q4.86 ITIFT621� TRAFFIC SIGNAL POLE FOOTING #3: ELEVATION 694.31 — — — — — ~ 84 TRAFFIC SIGNAL POLE FOOTING #4: ELEVATION 694.22\ 01 TRAFFIC SIGNAL POLE FOOTING #5: ELEVATION = 694.36 6� POLES (CENTER OF FOOTING) TRAFFIC SIGNAL POLE FOOTING #6: ELEVATION = 694.53 TRAFFIC SIGNAL POLE FOOTING #7: ELEVATION = 695.31 00+'v Y 1 40.426. 3&9 Rr TRAFFIC SIGNAL POLE FOOTING #B: ELEVATION - 695.43 4 20.3. 42.9 LT 4 40.58.8, 5&9 LT QTHE CONTROLLER FOOTING. HANDHOLE 16. AND THE 4" HDPE BETWEEN THE CONTROLLER 41.421, 4&9 LT AND HANDHOLE 16 SHALL BE INSTALLED AS PART OF THE TEMPORARY TRAFFIC SIGNAL 41.50.0. XT LT AND REMAIN IN PLACE FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL. THE PROPOSED 41N&6.4arRr PERMANENT TRAFFIC SIGNAL CABINET, CONTROLLER, AND UPS CABINET/SYSTEM SHALL BE \ INSTALLED TO OPERATE THE TEMPORARY TRAFFIC SIGNAL AND REMAIN IN PLACE FOR THE r PROPOSED PERMANENT TRAFFIC SIGNAL. SEE THE J SHEETS FOR THE TEMPORARY TRAFFIC 17 SIGNAL LAYOUT. /8 41+28.5.57.9 LT \ 3 QTHE CONTRACTOR SHALL INTERCEPT THE EXISTING FIBER OPTIC CONDUIT WITH HH IB. 3 SEE SHEETS N.11 AND 4.16 FOR ADDITIONAL INFORMATION. 2D PROJECT NO: 091023 OESIGNEO BYE J. RESLER NO DATE 1 BY REVISIM MMRIPTIM 41 M7,47.7Rr PROJECT DATE! CHECKED BYE J. RESLER 21 40.922 55.8 LT 22 CAD DATES 2/16/2012 11.16,22 AM ORAVN 3II 31 40+38.& 0.0 CL 41 CM FILET XACR\IE\2009\091023\CA0\Plan9\091023_NIO.aNt 81 40.97.7. 53.9 RT 62 41.0&7. 53.9 RT 71 41.54,Z 00 OL Foth mg Mel MTso, ft�bm Is05• ®o a �"i'�■L�iiii ITEM STA710K OFFSET CONTROLLER (CENTER OF CABINET) FMt 40.75.5.3&7 Rr POLES (CENTER OF FOOTING) 1 40+50.4, 48.0 Rr 2 40.426. 3&9 Rr 3 4 20.3. 42.9 LT 4 40.58.8, 5&9 LT 5 41.421, 4&9 LT 6 41.50.0. XT LT 7 41N&6.4arRr 8 41.39.8, 48.9 Rr JUNCTION BOXES (CENTER OF JUNCTION BOX) 18 40.37.3.".TRT 17 40.38.9.45.0 LT /8 41+28.5.57.9 LT 19 41.48.3. 43.9 LT 2D 41.6&23&9 RT 21 41 M7,47.7Rr DETECTION2DIES (LEADING EDGE,CLOSEST TO 1NTERSE(7110N) 21 40.922 55.8 LT 22 40.81.3. 56.9 LT 31 40+38.& 0.0 CL 41 41.54.213.0 LT 81 40.97.7. 53.9 RT 62 41.0&7. 53.9 RT 71 41.54,Z 00 OL 91 40.3&6, 130 RT STREET NAME SIGNS ZO O Lower Muscatine Rd First Av4 120"08" 48-X18" (2 R'O'D) (2—REO'0) G BACKGROUND GREEN BACKGROUND i W/W ERS W/WHITE LETTERS INTENTION Of SIGNINN LY TO SHOW SIGN WORDING o 10 AND APPROXIMATE SIGN BLANK GENERAL DIMENSIONS.FI--EET STREET NAME SIGNS SHALL BE SUPPLIED BY THE CITY AND INSTALLED BY THE CONTRACTOR. LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70-52""` N0 FROM KIRKWOOD AVENUE TO ISTAVENUE LOWER MUSCATINE ROADIIST AVENUE N.10 IOWA CITY, IOWA TRAFFIC SIGNAL LAYOUT SUGGESTED TIMINGS AM PEAK (SECONDS) LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 7.0 1 5.0 1 10.0 1 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 1 3.0 3.0 3.0 MAXIMUM 1 20.0 10.0 20.0 20.0 10.0 20.0 MAXIMUM II SPARE YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.9 2.8 2.8 2.6 2.8 2.8 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 18 19 18 19 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP SIG PED CNTRL STILT OR TR PT Y1 Y2 Y3 L1 L2 HH VIDEO COAX, P/F Q THE CONTRACTOR SHALL INTERCEPT THE EXISTING FIBER OPTIC CONDUIT WITH HH 18. 1 ABBREVIATIONS COORDINATE WITH CITY INFORMATION TECHNOLOGY DEPARTMENT. SEE SHEET N.I6 FOR 1 ADDITIONAL INFORMATION. SIGNAL HEAD CABLE PEDESTRIAN HEAD AND PUSHBUTTON CABLE 2 PROVIDE SINGLE PHOTOCELL ON OUTSIDE OF TRAFFIC SIGNAL CABINET SIGNAL CONTROLLER POWER CABLE TO CONTROL LUMINAIRES MOUNTED ON TRAFFIC SIGNAL POLES. STREET LIGHT POWER CABLE SEE POWER SERVICE DETAIL ON SHEET N.23. GROUND WIRE is 6 TRACER WIRE lc 10 PULL TAPE FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING FUSED IN-LINE CONNECTOR FOR STREET LIGHTING NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HANDHOLE VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE SUGGESTED TIMINGS OFF PEAK (SECONDS) 10' OF 3" HDPE ao a3 LOWER MUSCATINE ROAD AND FIRST AVENUE 1-7c (SIG) 1-4c (SIG) O PHASE 1 2 3 4 5 6 7 8 I -9C (PED) 4� MINIMUM GREEN 7.0 5.0 10.0 7.0 5.0 10.0 1-IIOEO ClAX, P/F PASSAGE 3.0 3.0 3.0 3.0 3.0 3,0 2-lc#]0 (STLT) 1-GR/l-TR/1-PT MAXIMUM 1 20.0 10.0 20.0 20.0 10.0 20.0 17 / MAXIMUM II 1-L / YELLOW CHANGE 3.0 3.0 3.0 3.0 3,0 3.0 I -L / RED CLEARANCE 2.9 2.8 2.8 2.6 2.8 2.8 O / 25' OF 2" HOPE WALK 7 7 7 7 O1 1-9c D PEDESTRIAN CLEARANCE 18 19 18 19 1-GR/1-TR/1-PT ADDED INITIAI OF TIME TO REDLUCE 24 1 TIME BEFORE REDUCTION MINIMUM GAP 1 SUGGESTED TIMINGS PM PEAK (SECONDS) 1 a2 / LOWER MUSCATINE ROAD AND FIRST AVENUE I PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 7.0 5.0 10.0 1 7.0 5.0 10.0 PASSAGE 3.0 3.0 3,0 3.0 3.0 3.0 MAXIMUM 1 20.0 10.0 20.0 20.0 10.0 20.0 MAXIMUM 11 SPARE YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.9 2.8 2.8 2.6 2.8 2.8 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 18 19 18 19 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP 4c SIGNAL WIRE COLOR CODE 7c SIGNAL WIRE COL INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN - GREEN BALL BLACK - YELLOW BALL RED RED BALL WHITE COMMON 9c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - W -MAIN ST RED - DW -MAIN ST GREEN BLACK W -SIDE ST RED BLACK DW -SIDE ST WHITE - PED COMMON ORANGE - PB -MAIN ST BLACK - PB -SIDE ST WHITE BUCK PB COMMON BLUE SPARE INSULATION COLOR STRIPE COLO SIGNAL INDICATION GREEN - GREEN BALL ORANGE C;' :-.I-- YELLOW BALL RED RED BALL BLUE - <-G(S-SEC) BLACK - FYA(4-SEC) WHITE - COMMON WHITE BLACK COMMON SIGNAL & VIDEO CABLE DESIGNATIO PROJECT NO: 091023 DESIGNED BY: J. RESLER PROJECT DATE. CHECKED BY: J. (ESLER CAO DATE: 2/16/2012 11,16:24 AM DRAWN BY: CAD FILE: x:\CR\IE\2009\091023\CAO\Plw.\091023-Nll.6t 1 TAPE = LER TURN SIGNALS 2 TAPES = THRU SIGNALS 3 TAPES = RIGHT TURN SIGNALS TAPE INTERSECTION COLOR CORNER BLUE NE ORANGE SE YELLOW SW GREEN NW 1 V4 71 _ v U r32 1 31 IL T - - 91DEC D OAX, P/F I 81 II 2 #10 (STLT) t_ - - - - - -1- 1-G -TR/1-PT 1 3 AT 820' EACH 2" HOPE ------ 1 23 15 TO HH 20 -- - -- - T - �. ---- O --- - - - L 1 I I � 1 -.I--EXI C;' :-.I-- EXISTING TNG 2" HDPE E xISTING FIBER OPTIC: rl p Y w 1 \1 1 OF 3" HOP 44 10' (SIG) 1-9c (PED) 41' MAST AR 1 -VIDEO COAX, P/F 2-lc#IO (STLT) \ 5 1-GR/1-TR/1-PT a 19 10' OF 2" HOPE 9c f ) O \ 401 1-GR/1-TR/1-PT 62 \\ 1-1,2 I 6 602 2 AT 105' EACH, 2" HDPE 2 -PT \ \� � LOWER MUSCATINE ROAD 1\ 41 1 95' OF 3" HDPE - I -4c SIG) ��` ///��� 2 -VI (PE \ H X24 al 1 -VIDEO COAX, P/F vl I 2-lc#10 (STLT)- - - - - 1-GR/1-TR/1-PT I�1 II Al l 2 021 10' OF HDPE 22 1-9c FED !-GR/1-TR/1-PT -------c N 2 AT I5EACH 4" HDPE ' \ O c SIG 36' MAST ARM g3 4-4c (SIG) 8-9c (PED)84 4 -VIDEO COAX, P/F 110' OF 4" HDPE \ 6-Ic#!O STILT) 1-1,2 O1 2-4c (SIG) I I 1F 2 2-GR/2-TR/2-PT F H P \ 4-9c (PED) I 1 I 1-4c SI 2 -VIDEO COAX, P/F c PE 1-9c (PEO) 2-lc#10 (STLT) 1 61 1 1 62 I 1- I -VIDEO COAX. P/F 1-GR/1-TR/1-PT 2-Ic#10 (STILT) i-GR/1-TR/1-PT 75' OF \ ON RL 0, M DAM SWITCHGEAR 1-TR##3 (CNTRL/STLT) J I_ J L Foth I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA 31 1 O 1 1 81 82 X 1 -PT 71 1 8' 1.1 1-72 ' 6, D\ 2: \� 3 AT ' EACH 2" HOP HH 20 TO HH 22 3 -PT � 20 i 7 601 25 OF 2" HDPE 1 -PT P/F _ftft� 0 e F� STP -U-3715(637)-70.52 LOWER MUSCATINE ROAD11ST AVENUE N.11 WIRING DIAGRAM TRAFFIC SIGNAL POLE DATA 10® AND ® LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD ND OF ARM. ® ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE 0 HE MAST ARM. PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE LOWER MUSCATINE ROAD AND FIRST AVENUE DETECTOR SUMMARY z TRAFFIC SIGNAL ® TRAFFIC SIGNS © VIDEO CAMERAS FOOTING HEADS N ARM ON ARMLUMINARE ARM .• :. . vz POLE POLE MAST ARM LENGTH MISCELLANEOUS TOTAL QUANTITY < LOCAT ON LOCATION U LOCATION NUMBER MOUNTING ORIENTATION DIA. DEPTH N0. TYPE (FT.) QTY. ON ARM QTY. ON ARM QTY. ON ARM QTY. SPREAD HEIGHT (DEGREES) IFT.I (FT.) 5 0x (FT.) (FT.) x a (FT.) 0 z (FT.) (FT.) VIDEO 2 2 EASTBOUNDFIRST 1 22 VIDEO 2 2 1 201,202 X 2 1 COMBINATION 36' 2 34.0',23.0' 1 10.0' 1 28.5' 1 B. 30' 0 3' 10.5' GALVANIZED STEEL 1 1 SIGNAL/LIGHTING 41 VIDEO 4 4 5.0 1 401,402 X 4 2 PEDESTAL POLE 61 VIDEO 6 6 1 62 VIDEO 2' 3.0' 10' PEDESTAL HEIGHT 1 - 1 COMBINATION46 601,602 41.5',28.5', 45.0',0' 37.0', 71 VIDEO 4 3 72 3 3 1 33.0' 1 8' 30' 0 3' 11.5' GALVANIZED STEEL 1 1 SIGNAL/LIGHTING 801-.62 16.5' 5. 4 PEDESTAL POLE 2' 3.0' 10' PEDESTAL HEIGHT 7 5 COMBINATION 41' 2 39.0'.28.0' 1 10.0' 1 33.0' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 6 PEDESTAL POLE - 2' 3.0' 10' PEDESTAL HEIGHT 1 7 COMBINATION 44' 3 41.;7209.0', 3 42.05',0 1 33.5' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 8 PEDESTAL POLE 2' 3.0' 10' PEDESTAL HEIGHT 1 10® AND ® LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD ND OF ARM. ® ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE 0 HE MAST ARM. PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE LOWER MUSCATINE ROAD AND FIRST AVENUE DETECTOR SUMMARY rR t JCwLIVLc IVVI NIIVYYCVLASHING OPERATION FROM TO A'4+08 .03+.08, .84+.07 LOWER MUSCATINE RED FIRST AVENUE RED DUAL ENTRY PHASES PEDESTRIAN DARK z In .• :. . vz DETECTOR w m < x 3 U ut COMMENTS NUMBER > w p w a w w y 0 w SOUTHBOUND 5 0x a a x a 0 0 z z 21 VIDEO 2 2 EASTBOUNDFIRST 1 22 VIDEO 2 2 1 201,202 X 2 WESTBOUND FIRST AVENUE 31 VIDEO 8 3.8 1 32 VIDEO 3 3 1 1 41 VIDEO 4 4 5.0 1 401,402 X 4 61 VIDEO 6 6 1 62 VIDEO 6 6 1 601,602 X 6 71 VIDEO 4 1 72 VIDEO gor 7 1 81 VIDE 8 8 5.0 1 801-.62 X 8 rR t JCwLIVLc IVVI NIIVYYCVLASHING OPERATION FROM TO A'4+08 .03+.08, .84+.07 LOWER MUSCATINE RED FIRST AVENUE RED DUAL ENTRY PHASES PEDESTRIAN DARK CONTROLLER/BACK PANEL DATA PHASES USED 8 EXPANSIBLE T0: 8 MINIMUM QUANTITY OF i6 BACK PANEL POSITIONS: PROPOSED FLOW DIAGRAM LOWER MUSCATINE ROAD AND FIRST AVENUE i� ON INDICATES FLOW PATH WITH ALL PHASES DEMANDED �...,� INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES {{17 W ARE NOT DEMANDED AT THE SAME TIME OF RIGHT-OF-WAY TRANSFER er LEGEND 10 ACTUATED VEHICULAR MOVEMENT PROPOSED SIGNAL HEAD LOCATIONS NOACTUATED VEHICULAR MOVEMENT PARTIALN- LY RESTRICTED VEHICULAR MOVEMENT LOWER MUSCATINE ROAD AND FIf2ST AVENUE ► ACTUATED PEDESTRIAN MOVEMENT N -ACTUATED PEDESTRIAN MOVEMENT R/W OF WAY INTERVAL 4 0 TRA PHASE R CIRCULA D 3 Y CIRCULAR W G CIRCULAR GREE S GREEN STRAIGHT A ARROW 1 ER RED LEFT ARROW EFY FLASHING YELLOW LEFT A= YELLOW LEFT ARROW i c6 GREEN LEFT ARROW *> YELLOW RIGHT ARROW IS> GREEN RIGHT ARROW 7 W WALK 2 DW DON'T WALK B FDW FLASHING DON'T WALK A0 ALL OTHER PHASES PR1 PREEMPT #1 PROJECT N0: 091023 OESIG O BY: J. RESER No BATE BY _ REVISI N DESCRIPTION �0�� LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(537)-70-52 PROJECT DATE: CHECKED BY. J. RESLER — - -- LOWER MUSCATINE ROAD11ST AVENUE CAD DATE: 2/16/2012 11:16:25 AN ORAr BY: - FROM KIRKWOOD AVENUE TO 1ST AVENUE N.12 CAD FILE: X:\CR\IE\2009\091023\CAO\Plana\091023.N12..t - - - - - -- IOWA CITY, IOWA SIGNAL INFORMATION .• :. . 000©■■©00000���/Q©WW©■■■©©©■■■ �0■00■■00000oD�a■0■■■■■■■000■■■ _ SOUTHBOUND EASTBOUNDFIRST AVENUE �mmmm■■mmmmmmmmmmmmmmm■■■©�m■■■ WESTBOUND FIRST AVENUE ®mmmm■■mmmmmmmmmmmmmmm■■■©�m■■■ CONTROLLER/BACK PANEL DATA PHASES USED 8 EXPANSIBLE T0: 8 MINIMUM QUANTITY OF i6 BACK PANEL POSITIONS: PROPOSED FLOW DIAGRAM LOWER MUSCATINE ROAD AND FIRST AVENUE i� ON INDICATES FLOW PATH WITH ALL PHASES DEMANDED �...,� INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES {{17 W ARE NOT DEMANDED AT THE SAME TIME OF RIGHT-OF-WAY TRANSFER er LEGEND 10 ACTUATED VEHICULAR MOVEMENT PROPOSED SIGNAL HEAD LOCATIONS NOACTUATED VEHICULAR MOVEMENT PARTIALN- LY RESTRICTED VEHICULAR MOVEMENT LOWER MUSCATINE ROAD AND FIf2ST AVENUE ► ACTUATED PEDESTRIAN MOVEMENT N -ACTUATED PEDESTRIAN MOVEMENT R/W OF WAY INTERVAL 4 0 TRA PHASE R CIRCULA D 3 Y CIRCULAR W G CIRCULAR GREE S GREEN STRAIGHT A ARROW 1 ER RED LEFT ARROW EFY FLASHING YELLOW LEFT A= YELLOW LEFT ARROW i c6 GREEN LEFT ARROW *> YELLOW RIGHT ARROW IS> GREEN RIGHT ARROW 7 W WALK 2 DW DON'T WALK B FDW FLASHING DON'T WALK A0 ALL OTHER PHASES PR1 PREEMPT #1 PROJECT N0: 091023 OESIG O BY: J. RESER No BATE BY _ REVISI N DESCRIPTION �0�� LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(537)-70-52 PROJECT DATE: CHECKED BY. J. RESLER — - -- LOWER MUSCATINE ROAD11ST AVENUE CAD DATE: 2/16/2012 11:16:25 AN ORAr BY: - FROM KIRKWOOD AVENUE TO 1ST AVENUE N.12 CAD FILE: X:\CR\IE\2009\091023\CAO\Plana\091023.N12..t - - - - - -- IOWA CITY, IOWA SIGNAL INFORMATION ya ITEM STATION, OFFSET p� ti Q 0 O \ O O O JUNCTION BOXES (CENTER OF JUNCTION BOX) \ O / 1 3N9.1 382 LT 2 AT 905' EACH 2" HDPE I I I Q STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH \ \ \ �� / ' IHTR/TO p7 H 2 u \ WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET P.08 FOR STREET CONDUIT DETAIL. D y it y E1 \ R/w R/W R/W IR/W Q THE NUMBER OF INTERCONNECT CONDUITS, TRACER WIRE. / 9 AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON a _ _ _ _ _ _ --_ EACH CONDUIT SECTION FOR INFORMATION. a ,�� w — MUSCAITINE ROAD / o 1 R/w w — � R/W P/W a 00 xe. o m FEET I + * O v N00 /O 2 AT 930' EACH 2" HDPE HH 2 TO HH 5 = ❑ �_, I-TR/2-PT R/w mm - - o T1 - - _ TI _ _ _ - T1 - _. - - - - _ - _\� - - - - - - -. - - - - - - - -. _ - - _ o - __ - _ _� _ Rilin MIL \ 3 LOWER MUSCATINE ROAD 0 \ c n. - � \ \- _ - - _ - � � — - _ _ _ SIX sb R w R/w R/w`' ` 5 � STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH :o \ 4p fJ ITEM STATION, OFFSET WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. ti SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET \ 8 \ \ JUNCTION BOXES (CENTER OF JUNCTION BOX) P.08 FOR STREET CONDUIT DETAIL. \ Fr \ 2 Iz.s7.9, m.r I.T \ Q THE NUMBER OF INTERCONNECT CONDUITS, TRACER WIRE, M••\9 \ �j7�J ° 20 \ AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON R/N\,\,cFp \ \\L7 7G.x Fl EEJ EACH CONDUIT SECTION FOR INFORMATION. \ \ PROJECT N°: 09IW3 CEE.D Y: J. RESLER NB ORE BY REVISION OES�IPi10H . ��� STP-U•3715(637�-7452 sl+EEi No. PROJECT DATNO: @ECREO BY: J. RESLER LOWER MUSCATINE ROAD IMPROVEMENTS CAO CATE: 2/16/2012 11:16:2/ AM OR AMN BY:ii FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD N.13 caO PIKE: x:AEeuExzowvOvoz3vcno\Pim,xa9iO23_N13.aAt IOWA CITY, IOWA IT I INTERCONNECT O Ap O o O O (O \ \ L # \ I EACH, 2" TOOHH ,`-....._-, HDPE \ _. o"� I SIE HH 5' \ \ w 1-TR/2-PT LAI O I ., .i R/u - �¢ — MENOMONIE - R/w — /W -T^a a �= LOWER MUSCATINE ROAD I I � o? 3 I It -7- - .. eVv17,- - F/W - O d > p I STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. FOR I sT9 `� O s SEE P SHEETS ADDITIONAL DETAILS AND SEE SHEET c * �\ /\ /^\ P.08 FOR STREET CONDUIT DETAIL. +FtWT °ya / 1 Q THE AND NUMBER OF INTERCONNECT CONDUITS, TRACER WIRE. PULL TAPES VARY QQ`� / \ - K > . \, O< r°' 20 Feel �- BY LOCATION. NOTE CALLOUTS ON EACH CONDUIT SECTION FOR INFORMATION. + I + + _� ' NY,I N N I39 3 120 ACH 2" HDPE < ¢ 35' OF 2" HDPE 5 TO HH HH 5 TO HH 4 (SIGNAL) 3-PT 2� 4 1-PT I p R/W J 0 / g Oy♦ e o 0 R/W R d6lop III-- T y sts. '�^ I - — TI LOWER MUSCATINE ROAD ---SD- - — — — 7 R—y .. W M— _ .. .. ... .. ♦. O W STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH g ° WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. - �d ITEM STATION, OFFSET SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET o rNN ,r P.08 FOR STREET CONDUIT DETAIL. g.\ JUNCTION BOXES (CARER OF JUNCTION BOX) s 5 21+69.5, 25. T LT Q THE NUMBER OF INTERCONNECT CONDUITS, TRACER 2 WIRE, -_. / ° F AND PULL TAPES _ x VARY BY LOCATION. NOTE CALLOUTS ON \ + EACH CONDUIT SECTION FOR INFORMATION. FRDJECT R0: 091°23 CESILNEC BY: ;. RESER NO GATE BY REY1510N CESCRIPTIM LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(6371-70-52 --- ` `= GRDJECT CARE: CHECKED BY: J. RESLER CAD CAD DAM 2/Ifir2012 11:16:29 AM DRAWN 6Y: _ -- F�h FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD N,14 CAD FILE: %:\LR\IE\2009\091023\CAD\Glans\09102J.NIAaM1t -- IOWA CITY, IOWA IT I INTERCONNECT O O O O O O O O O + + + + + + n Np O O N N N N M ch M / 6 3 AT 1205' EACH 2" HOPE;-� 1j p p o` HH 5 TO HH 10 3 -PT °y 05`� r—I R/WR/N R/w /W R/ R/w /W — — _ — — _7777Z` _ — _ _ — — _ _ _ _ — _ _ _ — _ _ _ — _ — _ — _ _ — __ — — _ — _ — _ — — — T1 — —T1 — Ir —W ------ I— — — _ — _ _ C. — W — _ — — — — — — — — _ — — — — W — _ _ _. — _ _ _. £ — a'tio-j---------- -t — _ _ _ — _ — N W —/ — s / —/' — — — SOWER -MUSCADINE ROAD - — — — — — — — c — — — :,,�... so So so So _ so so --.--.. Ig d D R/W O O O O 1 ci' 3 I F o I Q STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH to WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. I SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET g �- / ^ P.08 FOR STREET CONDUIT DETAIL. U. QTHE NUMBER OF INTERCONNECT CONDUITS, TRACER WIRE _ °I =rt 1 AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON r"7 �� / EACH CONDUIT SECTION FOR INFORMATION. 00 / / / O i O 15' OF 2" HDPE / / / M M �� M HH 10 TO CONTROLLER / .A / / 1 -PT r j °F/l P + 10 ° d10 R/ — — _Tj _ o tom._ _ _ _ _ _ E — — — — St.S. TI _ 3 AT 55' EACH 2" HDPE so So SO SO so So So _ _ HH 10 TO HH 15 _ _ — _ — — — _ — _ -� _ _ — W — _ — _ — _ — _ — " W _ — _ — _ _ _ W _ W 3 -PT W I LOWER MUSCATINE ROAD N G_ _ _ _ - _ I_ I SO SO T- so so So So -" O ' _ R/W R/W w R/W _ _ _ /-Ql r / © C7 b £7 0 � o ❑ L7 ? L7 � — a � / A 3 AT 820' EACH, 2" HDPE — \ HH 15 TO HH 20 Qj STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH �st.s. — - — 15 Sa° I 3 -PT WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. \ I o \ 1 ITEM STATION, OFFSET JUNCTION BOXES (CENTER OF JUNCTION SOX) To 33+50.Z 25.9 LT 151 33+01.8,25,W W SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET s{s \ P.08 FOR STREET CONDUIT DETAIL. ` \ \ Q THE NUMBER OF INTERCONNECT CONDUITS, TRACER WIRE. ° I FEET 20 F AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON \ EACH CONDUIT SECTION FOR INFORMATION. PROJECT NO: 091023 DESIGNED BV: 1. RESLER LOWER MUSCATINE ROAD IMPROVEMENTS -U-3715(537)-70.52 STP#Foth SHEET NO. NO DATE BY REVISION DESCRIPTION PROJECT DATE. CHE.E0 Dr: �. RESLER CAD DATE: 2/16/2012 11,16.300 AN ORAwN 8r: FROM KIRKWOOD AVENUE TO IST AVENUE I LOWER MUSCATINE ROAD N.15 CAO FILE: %:\CR\IE\2009\091023\CAD\Plain\0910 I IOWACITY,IOWA IT/ INTERCONNECT o/I ✓3 0 I 0 \ 0 0 �0 / / /9� + + S�� + + - 5�� + t at \� Y Y � EXISTING 2" HDPE �------------ - - - - -- _____ 18 EXISTING FIBER OPTIC \ I� ' p i p p Cy I p Cy ILY /M y --so — L It ..,_ swr 2 AT 105' EACH 2" HDPE — — — — — — — — — — T — — — — — G 2HP 18 TO HH 20 LOWER MUSCATINE ROA _ G — — _ — __ — — _ — s ZO a, SO _ epi — --- — —— a' v N am w + 3 AT 820' EACH 2" HDPE HH IS TO HH 20 25' OF 2" HDPE 3 AT 325' 2" HDPE I { 3 -PT TO HH 21 (SIGNAL) HH 20 T 22 ' 0 o4r i I 1 -PT 3 -PT i 21 I\ a � LL I I 1 \;^ � i❑ FIRE STATION 2 AT 115' EACH 2" HDPE HH 22 TO EXISTING UTILITY POLE I 2 -PT L 0 .f ITEM STATION, OFFSET Qj STREET LIGHTING CONDUIT IS TO SHARE THE T H LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD IT I INTERCONNECT SHEET N0. N.16 WITH THE INTERCONNECT CONDUIT IN MANY TIONS. JUNCTION BOXES (CENTER OF JUNCTION BOX) SEE P SHEETS FOR ADDITIONAL DETAILS SEE SHEET P.08 FOR STREET CONDUIT DETAIL. 18 41+25.5, 57.8' LT 20 41+8S.z.�05saT Q THE NUMBER OF INTERCONNECT DUITS. TRACER WIRE. 22 M•83.8, u.VRT AND PULL TAPES VARY BY TION. NOTE CALLOUTS ON EACH CONDUIT SECTION FO INFORMATION. C. ry QTHE EXISTING FIBER OPTIC CONNECTION TO THE FIRE STATION (STA. 45+00) RUNS UNDER GROUND AND SOUTH DOWN THE EAST SIDE OF FIRST AVENUE. IT FOLLOWS THE NE CURB RETURN AT LOWER MUSCATINE ROAD WHERE IT TURNS EAST ON LOWER MUSCATINE ROAD AND BECOMES AERIAL ALONG THE NORTH SIDE OF THE STREET TO to APPROXIMATELY STA. 45+00. AT STA. 45+00, THE FIBER REMAINS AERIAL AND TURNS SOUTH WHERE IT CROSSES c-') 1-- LOWER MUSCATINE ROAD AND FOLLOWS THE WEST PROPERTY LINE OF THE FIRE STATION TO A UTILITY POLE AT -,u� THE REAR OF THE BUILDING. FINALLY, THE FIBER RUNS OVERHEAD AND ENTERS THE BUILDING. THIS FIBER O =7 --- OPTIC CONNECTION CAN NOT BE LOST. THE PROPOSED STREET CONSTRUCTION IMPACTS THE EXISTING UNDER '='� � GROUND CONDUIT IN THE NE RETURN OF LOWER MUSCATINE ROAD AND ALONG THE STREET WHERE IT ALSO IMPACTS THE UTILITY POLES CARRYING THE AERIAL FIBER. BEFORE THE EXISTING CONDUIT AND UTILITY POLES CAN BE _ REMOVED FOR CONSTRUCTION, THE PROPOSED CONDUIT SYSTEM AND HANDHOLES MUST BE IN PLACE FROM HH IS TO HH 20 TO HH 22 TO THE EXISTING UTILITY POLE THAT REMAINS BEHIND THE FIRE STATION. THE EXISTING CONDUIT MUST BE LOCATED AND INTERCEPTED WITH PROPOSED HH 18. THE CITY WILL INSTALL THE NEW FIBER OPTIC CABLE IN THE PROPOSED CONDUIT AND MAKE THE NECESSARY FIBER OPTIC CONNECTIONS. COORDINATE WITH THE CITY INFORMATION TECHNOLOGY DEPARTMENT. PROJECT NOS 091023 OESIOIED BY. J. RESLER PROJECT DATE CHECKED M J. RESLER CAD DATE 2/16/2012 ILI6.32 AM ORAWN BYg CAO FILES %i\CR\[E\2009\09102]\CAO\Phos\09IO2iN16.,Ht NO DATE BY REY1610N OE6LRIPTIOX Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD IT I INTERCONNECT SHEET N0. N.16 TABULATION OF MAJOR SIGNAL EQUIPMENT TABULATION OF MAJOR SIGNAL EQUIPMENT LOCATION EQUIPMENT INTERSECTION Video Detection System Salvage and Reinstall Video Detection System Additional Additional Signal Pole No. i 1 4 Cameras, Cabinet Accessories, Hardware, Cameras, Cabinet Accessories, Hardware, Video Detection Cameras Cabinet Accessories, Hardware, 3.0' DiemeterX 10.5' Dee Footing Brackets, Camera Risers, and Misc. As Needed Brackets, Camera Risers, and Misc. for Use With To Complete Salvaged Brackets, Camara Risers, and Misc. As Needed INTERSECTION NEMA Solid State Both Temporary and Permanent Traffic Si nals Systems To Complete Salvaged Video Detection Systems Salvage, Relocate, and Reinstall 24' Cabinet Riser UPS Concrete Cabinet 3.0' DlemeterX 10.5' Dee Controller and Accessories w/ Meter Socket Existing Traffic Signal Controller, 1 System Footing and Pad Handhole No.3 1 LOWER MUSCATINE RD AND SYCAMORE ST 1 Handhole No. 4 1 1 LOWER MUSCATINE RD AND MALL DR 4 2 1 1 1 LOWER MUSCATINE RD AND FIRST AVE LOWER MUSCATINE RD AND SYCAMORE 1 1 1 TOTAL = 1 2 1 2 1 1 1 nT c� N 'y C) 1 CD hp r ;+ -- 1 LOWER MUSCATINE RD AND FIRST AVE 1 1 3.0' Diameter X 10.5' Dee 1 1 1 TOTAL = 2 2 1 3 2 3 Foofing Signal Polo No. 4 1 A[ Signal Pole No.1 3.0' D'ameter X 10.5' Dee Foofing Signal Pole No. 5 1 1 3.0' Diameter X 10.5' Dee Fooling Handhole No. 11 1 1 1 Handhole No. 12 1 L= 4 Handhole No. 13 4 PROJECT W, 091023 DESIG9ED BY: J. RESLER PROJECT OATS: CHECKED BY: J. RESLER CAD DATE: 2/16/2012 11:13:34 AM DRAWN BY: CAD FILE: X:\CR\IE\2009\091023\CAD\Plane\D9023_NIB.9Nt NO DATE BY REVISION DESCRIPTION F� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IS AVENUE IOWA CITY, IOWA STP-U-3715(637)--70-52 LOWER MUSCATINE ROAD TRAFFIC SIGNAL QUANTITIES SHE£T N]. 4.18 SUBTOTAL -1 5 4 Item / Loc aBon TABULATION OF MAJOR SIGNAL EQUIPMENT FOOTING AND WINDNOLE QUANTITIES Hendhok Type 1 17•z30' COMMENTS LOCATION Signal Pole No. i 1 EQUIPMENT 3.0' DiemeterX 10.5' Dee Footing Signal Pole No. 2 INTERSECTION NEMA Solid State NEMA Cabinet and Accessories Salvage, Relocate, and Reinstall 24' Cabinet Riser UPS Concrete Cabinet 3.0' DlemeterX 10.5' Dee Controller and Accessories w/ Meter Socket Existing Traffic Signal Controller, 1 System Footing and Pad Handhole No.3 1 LOWER MUSCATINE RD AND SYCAMORE ST 1 Handhole No. 4 1 1 LOWER MUSCATINE RD AND MALL DR 4 2 1 1 1 LOWER MUSCATINE RD AND FIRST AVE LOWER MUSCATINE RD AND SYCAMORE 1 1 1 TOTAL = 1 2 1 2 Item / Loc aBon TABULATION OF MAJOR SIGNAL EQUIPMENT FOOTING AND WINDNOLE QUANTITIES Hendhok Type 1 17•z30' COMMENTS LOCATION Signal Pole No. i 1 EQUIPMENT 3.0' DiemeterX 10.5' Dee Footing Signal Pole No. 2 INTERSECTION NEMA Solid State NEMA Cabinet and Accessories Salvage, Relocate, and Reinstall 24' Cabinet Riser UPS Concrete Cabinet 3.0' DlemeterX 10.5' Dee Controller and Accessories w/ Meter Socket Existing Traffic Signal Controller, 1 System Footing and Pad Handhole No.3 1 2 Breaker Disconnect Cabinet, Cabinet Accessories, 1 Handhole No. 4 1 1 4 4 2 and UPS System 1 LOWER MUSCATINE RD AND SYCAMORE 1 1 1 1 1 1 LOWER MUSCATINE RD AND MALL DR 4 1 1 1 At Sig Pole No. 4 1 LOWER MUSCATINE RD AND FIRST AVE 1 1 3.0' Diameter X 10.5' Dee 1 1 1 TOTAL = 2 2 1 3 2 3 Item / Loc aBon Concrete Footings FOOTING AND WINDNOLE QUANTITIES Hendhok Type 1 17•z30' COMMENTS LOWER MUSCATINE RD AND SYCAMORE ST Signal Pole No. i 1 L1 3.0' DiemeterX 10.5' Dee Footing Signal Pole No. 2 1 At Handhole No. 6 3.0' Diameter X 10.5' Dee Footl Signal Pole No.3 1 1 3.0' DlemeterX 10.5' Dee FOOE Signal Pole No.4 1 1 3.0' Diameter X 10.5' Dee Foolng Handhole No.3 1 1 At Signal Pole No.4 1 Handhole No. 4 1 1 4 4 2 Handhole No. 8 1 At Handhole No. 14 Handhole No. 8 2 1 Signal Pole No. 1 1 SUBTOTAL= 4 4 1 1 1 At Sig Pole No. 4 LOWER MUSCATINE RD AND MALL DR Signal Pole No. 1 1 At Signal No. S 3.0' Diameter X 10.5' Dee Foos Signal Pole No. 2 1 4 2.0' Diameter X 3.0' Dee Foos Signal Pole No. 3 1 3.0' Diameter X 12.0' Dee Foofing Signal Polo No. 4 1 A[ Signal Pole No.1 3.0' D'ameter X 10.5' Dee Foofing Signal Pole No. 5 1 1 3.0' Diameter X 10.5' Dee Fooling Handhole No. 11 1 1 1 Handhole No. 12 1 L= 4 Handhole No. 13 4 1 12 12 6 Handhole No. 14 1 SUBTOTAL -1 5 4 LOWER MUSCATINE RD IRST AVENUE Signal Pole No.1 1 3.0'DiameALK 10.5' Dee Footi Slow[ Pole No.2 1 2.0' D' ter X 3.0' Dee Foos Signal Pole No.3 1 3.0' DiemeterX 11 S' Dee Footi Signal Pole No.4 1 2.0' Diameter X 3.0' Dee _ Footing Signal Pole No. S 1 3.0' DiemeterX 10.5' Dee Footing Signal Pole No. B 1 2.0' Diameter X 3.0' Dee Foos Signal Pole No.7 1 3.0' DiemeterX 10.5' Dee Fool Signal Pole No.B 1 2.0' Diameter X 3.0' Dee Food Handhole No. 18 1 Handhole No. 17 1 Handhole No. 19 1 Flandhola No. 21 1 SUBTOTAL- 8 4 TOTAL- 17 12 LIGHT QUANTITIES WYE CONNECTORS LUMINAIRES LOC L1 L2 Y3 120 Voll LED COBRA HEAD Seine Used for Conidor Llghtlng LOWER MUSCATINE RD AND SYCAMORE ST At Handhole No. 6 2 At Signal Pale No. t 1 1 1 At Signal Pole No. 2 1 1 1 At Signal Pale No. 3 1 1 1 At Signal Pole No.4 1 1 1 SUBTOTAL= 4 4 2 4 LOWER MUSCATINE RD AND MALL OR At Handhole No. 14 2 Signal Pole No. 1 1 1 1 A 'nal Pole No. 3 1 1 1 At Sig Pole No. 4 1 1 1 At Signal No. S 1 1 1 SU TAL= 4 4 2 4 LOWER MUSCATINE RD AND FRET AVE At Handhole No. 21 2 A[ Signal Pole No.1 1 1 nal Pole No3 At SiML- 1 1 1 1 1 111 L= 4 4 4 12 12 6 12 I n CONDUIT QUANTITIES Foth TRAFFIC SIGNAL HEAD QUANTITIES From To 2' Dia HDPE WOW HDPE Pole No, SI9rW Head Number 34ect 12' RVG 4 -Sect 12' RYFYG Armwa F 12' Dual Unit vA Flashing Let[ Tum Arora Counkdom Hand / Men Pedestrian Pushbuttons Back Plate I Mounting' Controller FoH Side Controller LOWER MUSCATINE RD AND SYCAMORE ST 20 Handhole No. 3 1 71 10 1 Handhole No.3 1 1 70 1 41,42 2 2 1 1 1 24,43 2 2 10 2 2 11 1 1 1 2 61,82 2 SUBTOTAL- 10 2 1 1 2 44.63 2 2 Service 10 2 3 31 Handhols No. 11 1 Handhole No. 11 1 1 Handhole No. 11 3 1 81,82 2 Handhole No. 12 2 1 1 3 84,63 Signal Pole No. 3 10 2 2 Signal Pole No. 5 15 2 4 51 S' nal Pole No.4 20 1 1 1 265 4 21,22 2 2 1 1 4 23,54 2 IIIL 2 30 1 1 2 SUBTOTAL- 8 4 8 8 12 8 1 12 Handhole No. 16 Handhole No. 21 110 LOWER MUSCATINE RD AND MALL DR Signal Pole No. 3 10 Handhole No. 17 Signal Pole No. 4 25 1 71 Signal Pole No. 7 10 1 o. 21 NNo 1 1 1 e1Hendhob Ha b Se. 2 1 41,42 2 Signal Pole No. 5 10 2 1 1 1 24 130 1 1 EXTRA • TOTAL- 1 2 43 1 1 1 3 11 1 1 3 61,62 2 2 3 44,63 2 2 2 4 31 1 1 1 4 81,82 1 2 2 1 1 4 54,83 2 2 2 5 51 1 1 1 5 21,22 2 2 2 5 23.84 2 2 SUBTOTAL= B 4 8 8 12 10 LOWER MUSCATINE RD AND FIRST AVENUE 1 21,22 2 2 2 1 84 1 1 2 23 1 1 1 3 71 1 IF 1 1 3 41,42 2 2 2 3 24 1 1 1 4 43 1 1 1 5 61,62 2 2 2 5 44 1 1 1 6 83 1 1 1 7 31 1 1 1 7 81,82 2 2 2 7 64 1 1 1 8 83 1 1 1 SUBTOTAL• 8 2 8 8 10 10 8 TOTAL• 24 10 24 24 34 28 30 I n CONDUIT QUANTITIES Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWACITY. IOWA From To 2' Dia HDPE WOW HDPE 4' Dia HDPE J r' LOWER MUSCATINE RD AND SYCAMORE ST Controller Service 10 Controller Handhole No. 3 20 Handhole No. 3 Signal Pole No. 1 10 Handhole No.3 Handhole, No.4 70 Handhob No. 3 Hadhole No.8 65 Handhole No. 4 Signal Pole No. 2 10 Handhole No. 8 Signal Pole No. 4 10 Handhole No.8 Handhole No.6 65 Hendhob No. 6 Signal Pole No. 3 15 SUBTOTAL- 10 180 105 LOWER MUSCATINE RD AND ALL D Controller Service 10 Controller Handhols No. 11 20 Handhole No. 11 Signal P 10 Handhole No. 11 AWNWole No. 2 30 Handhob No. 11 Handhole No. Hand .12 Handhole No. 12 115 Hadhole No. 14 80 Signal Pole No. 3 10 hole No. 14 Hand Is No Signal Pole No. 5 15 Handhole No. 13 95 Handhole No. 13 S' nal Pole No.4 20 SUBTOTAL- 40 265 100 LOWER MUSCATINE RD AND FIRST AVE Controller Service 75 Controller Handhole No. 16 30 Handhole No. 16 Signal Pole No. 1 15 Handhole No. 16 Signal Pole No.2 10 Handhole No. 16 Handhole No. 17 96 Handhole No. 16 Handhole No. 21 110 Handhole No. 17 Signal Pole No. 3 10 Handhole No. 17 Signal Pole No. 4 25 Handhole No. 21 Signal Pole No. 7 10 o. 21 NNo Signal Pole No. 8 10 1 e1Hendhob Ha b Se. 2 No. 19 95 Flondh3ftjo. 19 Signal Pole No. 5 10 HaMhole Signal Pole No. B 10 SUBTOTAL- 130 235 140 EXTRA • TOTAL- 4 184 34 714 17 362 I n ND DATE BY REVISION CESfAIPTia Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWACITY. IOWA ,1h " 1 1 A _ J r' MNJECT NAT 091023 CE61DNE0 BY, J. REELER PROJECT DATE; CHECKED ESMAE BYE J. REELER CAD DATE, 2/16/2012 1106137 AM DRAWN BYj CAD FILES x:\m\1E\2DDa\Dv023\CADvims\aR1023_N19. Nt _ ND DATE BY REVISION CESfAIPTia Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWACITY. IOWA STP•U-3715(637-70.52 LOWER MUSCATINE ROAD TRAFFIC SIGNAL QUANTITIES sHEET NO. N.19 Pole No. Mast -Amt Le th TRAFFIC SIGNAL POLE QUANTITIES Ped Pole Remenks Coax/Power/Focus 1 Video Cable Ped 9dt14 4dt14 7dN4 Feet LEGEND LETTER SIGNTYPE SIZE MOUNTING LOCATION A Left Tum Yield On Flashing Yellow Arrow 30'x38'Ri05peckl Horizontal Ann 8 Left Tum Only 30'z38'R35L horizontal Amt C LOWER MUSCATINE RD 120'z18' Horizontal Arm INSTALL ONLY D SYCAMOREST 72'x18' Horizontal Ann INSTALL ONLY E MALL DR 48'x18' HodzontalAml INSTALL ONLY LOWER MUSCATINE RD AND SYCAMORE ST std ign Self sive Vertical INSTALL ONL 1 39 Include 8' single tapered style luminaire arm with 30'munfing height anchor base, galvanized 2 1 e single tapered style luminare am with 30' munti height anchor base, aNanizedIdBsin 2 38 le tapered style luminaire am with 30' munti het M, anhor base, galvanized3 4 42 1 Include S'sin le ta ered style luminaire arm with 30' mounting height, anchor base, galvanized Controller Signal Pok No.2 230 2 Signal Poo No. 4 1 1 1 Handhole No. 8 LOWER MUSCATINE RD AND MALL DR 2 SUBTOTAL= 1 43 1 1 1 Include 8' sin le tapered style lum'slaire arm with 30'munting height, anchor bees, galvanized 2 66 20 71 X Pedestal Pole for mounting pedestrian head sideof- ole mountand pmhbutton, l0' he' ht 3 50 Include e' single ta sleds le lumoai 2 2V30' moun8 het ht, anchor base, galvanized 4 37 Include 8' sin le ta reds k luminaire arm 30' mound het hL anchor base, aNanaed 5 35 Include 8'single tapered style luminaire arm *ft0'=untina het hL anchor base, galvanized Signal Poo No. 3 1 NL LOWER MUSCATINE RD AND MALL DR 2 Signal Pole No. 4 LOWER MUSCATINE RD AND FIRS E 1 1 1 36 Include 8'single tapered sle luminaire a n with 30' mo het hL anchor base, galvanized 2 8 X Pedestal ole for momti edestrian head sideof- ole and pwhbutton, l0' he' ht 3 46 Include S'single tapered s le luminaire am with 30' mounti anchor base, galvanized 4 40 X Pedestal olefor ounting pedestrian head sideof- ole mount a hbuttan, 10' he M 5 41 Include 8'singletapered style lunninaireamwitti30'rDounting height a7ftubase,galvanized 160 6 Si nal Pole No. 235 235 240 X Pedestal pole for mounting pedestrian head sideof- ole mount and pmhb%p, 10' he' hl 7 44 Include 8' single tapered style luminaire am with 30' mounting height, anchor IDIIIIIIpalvanized Pole No. 3 320 8 1 X Pedestal pole for ounting pedestrian head sideof- ole mountand pushbuthon, 1111111,height 1 ILI 0 From To SIGNAGE QUANTITIES Coax/Power/Focus 1 Video Cable Ped 9dt14 4dt14 7dN4 LOWER MUSCATINE RD AND SYCAMORE ST LEGEND LETTER SIGNTYPE SIZE MOUNTING LOCATION A Left Tum Yield On Flashing Yellow Arrow 30'x38'Ri05peckl Horizontal Ann 8 Left Tum Only 30'z38'R35L horizontal Amt C LOWER MUSCATINE RD 120'z18' Horizontal Arm INSTALL ONLY D SYCAMOREST 72'x18' Horizontal Ann INSTALL ONLY E MALL DR 48'x18' HodzontalAml INSTALL ONLY F FI RST AVE 48"x18' Ho' ren ALL Ot0_Y std ign Self sive Vertical INSTALL ONL LOWER MUSCATINE RD AND SYCAMORE ST Signal Poo No. 1 1 1 1 Controller Signal Pole No. t 200 40 40 40 2 Signal Poo No. 2 1 1 1 Controller Signal Pole No.3 205 205 205 2 Signal Poo No. 3 1 1 1 Controller Signal Pok No.2 230 2 Signal Poo No. 4 1 1 1 Handhole No. 8 Signal Pole No. 4 5o 2 SUBTOTAL= 4 4 2 2 0 0 8 At Signal Pole No. 396 66 20 71 LOWER MUSCATINE REA0E MALL DR At Signal Pole No.4 96 70 20 77 67 Signal Pole No. 1 1 1 1 SUBTOTAL= 1 Signal Poo No. 2 60 1418 759 1 Signal Poo No. 3 1 1 1 LOWER MUSCATINE RD AND MALL DR 2 Signal Pole No. 4 1 1 1 2 Signal Poo No. 5 1 1 8 2 SUBTOTAL= 4 3 2 0 2 0 8 Signal Pole No.1 200 40 40 40 40 LOWER MUSCATINE RD AND FIRST AVE Signal Pole No.2 60 Controller Signal Poo No. 1 160 Controller Si nal Pole No. 235 235 240 240 1 Signal Poo No. 2 135 ContmilerI Controller HandhoISA111lll al Pole No.1 At Signal Pole No. 2 Pole No. 3 320 1 Signal Pole No. 3 1 1 240 1 72 20 78 1 1 Signal Pole No. 4 At Signal Pole No. 3 96 78 20 113 78 At Signal Pole No. 4 1 Signal Poo No. 5 At Signal Pole No. 5 F1 1 83 Then hold 1 Signal Poo No. 6 SUBTOTAL= 460 460 450 1 Signal Poo No. 7 1 1 725'`_'931 1 1 Si nal Poo No. 8 LOWER MUSCATINE RD AND FIRST AVE C-' 1 SUBTOTAL= 2 2 2 0 0 2 8 TOTAL= 10 9 6 2 2 2 24 0 From To WIRE QUANTITIES IN FEET Pull 11c#1101#613aral 1C#3 1G#10 1 Tae Tracer Co er Servos Street L' M Coax/Power/Focus 1 Video Cable Ped 9dt14 4dt14 7dN4 LOWER MUSCATINE RD AND SYCAMORE ST SHEET rtt. N.ZO Service Controller 60 Controller Signal Pole No. t 200 40 40 40 40 Controller Signal Polls No.2 115 115 115 115 Controller Signal Pole No.3 205 205 205 205 Controller Signal Pole No.4 130 130 130 130 Controller Signal Pok No.2 230 Controller Signal Pok No.3 410 Handhole No. 8 Signal Pole No. 4 5o At Signal Pole No.1 240 1 88 20 1 74 66 At Signal Pole No. 2 96 65 20 72 63 At Signal Pole No. 396 66 20 71 64 At Signal Pole No.4 96 70 20 77 67 Throughout 345 345 335 SUBTOTAL= 345 345 335 60 1418 759 570 784 750 LOWER MUSCATINE RD AND MALL DR Service 0*00 Controller 8 Controller Signal Pole No.1 200 40 40 40 40 Controller Signal Pole No.2 60 Controller Signal Pole No.3 160 160 160 160 Controller Si nal Pole No. 235 235 240 240 Controller Si na .5 130 130 135 135 ContmilerI Controller HandhoISA111lll al Pole No.1 At Signal Pole No. 2 Pole No. 3 320 Signal Pole No.4 470 Signal Pole No.5 60 240 1 72 20 78 71 20 At Signal Pole No. 3 96 78 20 113 78 At Signal Pole No. 4 96 66 20 72 65 At Signal Pole No. 5 98 58 20 93 83 Then hold 460 460 450 SUBTOTAL= 460 460 450 60 1578 839 725'`_'931 852 LOWER MUSCATINE RD AND FIRST AVE C-' Service Controller 255 Controller Signal Pole No. 1 250 50 ''"� 50 ' S0 Controller Signal Pole No. 2 `.- 45 Controller Signal Pole No.3 145 — A45 145 145 Controller Signal Pole No.4 "1170 T' mroller C ler Signal Pole No.5 260 L, ':?.60 260 Signal Pole No. B = 260 Contro Controller Signal Pole No.7 160 180 60 160 Signal Pole No. B 1 180 Controller Si nal Pole No.3 290 Controller Si nal Pole No.5 520 Handhole No. 21 SI nal Pole No. 7 50 At Signal Pale No. 1 240 67 20 115 At Signal Pole No. 2 20 At Signal Pole No. 3 96 75 20 110 74 At Signal Pole No. 4 20 At Signal Pole No. 5 98 71 20 123 At Signal Pole No. 8 20 At Signal Pole No. 7 96 73 20 104 71 At Signal Pole No. 8 20 Throughout 585 585 SUBTOTAL- 585 585 510 1638 1 901 1410 1067 450 EXTRA- TOTAL- 28 1418 28 39 1418 1334 11 1 388 1 139 1 4773 1 75 2574 81 1 2788 83 1 2865 82 2114 PROJECT N0: 091023 DESIGNED BY: J. RESLER PROJECT 01TE: DRAA B BY, J. PESLEA c10 DATE: znsaolz ILI6A61M OR1aN BY: CAO PILE: x:\CIr\IE\2009\091023\CIA\Plena\091023.N20.at NO 017E BY IHVISION DESCRIPTION �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IS AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD TRAFFIC SIGNAL QUANTITIES SHEET rtt. N.ZO IT I INTERCONNECT HANDHOLE QUANTITIES Hendhob Type 2 30'x48' COMMENTS Tracer T I IMERCONNECT 1 13980 2845 SUBTOTAL• 13980 2845 EXTRA= 279 TOTAL = 14239 53 2888 Handhob No. 15 1 Handhob No. 78 1 Handhob No. 20 1 Hendhob No. 22 1 Herdhob No. 7 1 Handhob No.9 1 TOTAL= 10 G? 7 C-) (J i A,c-) 'Y IT/INTERCONNECT CONDUIT QUANTITIES Fmm 70 2" Dia i HDPE LOWER MUSCATINE RD R I INTERCONNECT Hendhob No.1 Handhob No.2 1810 Handhob No. 2 Handhob No. S 1880 Handhob No. 5 Handhob No.4 35 IT OUANTITIE9 IN FEET Handhob No.S Handhob No. 10 3815 Pull idt10 HaMhob No. 10 Contmlbr 15 To Tape Hardhob No. 10 Handhob No. 15 185 Handhob No. 15 Handhob No. 20 2480 Handhob No. 20 Handhob No. 21 25 HeMhob No. 20 Handhob No. 18 210 HaMhob No. 20 Handhob No. 22 975 Handhob No. 22 File Statbn U51' Pole 230 Handhob No. S Handhob No. 7 300 HaMhob No.7 Handhob No.9 11 2055 SUBTOTAL= 137 EXTRA = TOTAL /00or 14030 PROJECT NO: 091023 OESISNEDRESLER NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70.52 SHEET NO. IT PROJECT DATE: CHECKED BY: DATE: znsizolz AN DRAUN BY: J. RESLER #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD N.Z1 CAD 11:16:49 ITI INTERCONNECT QUANTITIES CAD FILE: A:\CR\IE\2009\091023\CAD\Plam\091023_N2LaM1tEal IOWA CITY, IOWA IT I INTERCONNECT HANDHOLE QUANTITIES Hendhob Type 2 30'x48' COMMENTS Tracer T I IMERCONNECT 1 13980 2845 SUBTOTAL• 13980 2845 EXTRA= 279 TOTAL = 14239 53 2888 IT I INTERCONNECT HANDHOLE QUANTITIES Hendhob Type 2 30'x48' COMMENTS Item/LOCa50n LOWER MUSCATINE RD IT / INTERCONNECT Handhob No. 1 1 Handhob No. 2 1 Handhob No. S 1 Handhob No. 10 1 Handhob No. 15 1 Handhob No. 78 1 Handhob No. 20 1 Hendhob No. 22 1 Herdhob No. 7 1 Handhob No.9 1 TOTAL= 10 Varies I 31 Signal Head centered on opposing lane q 3,-0" T Mounting Plate for Luminaire. J ,� Field drill bolt pattern. Position MountPlate to be 27't from emenl surface. Signal Head centered on opposing Traffic lane Street No Control Sign / Sign (Ty p ical) o 25.6' STEEL MAST ARM MOUNTINGS PEDESTRIAN SIGNAL • Maximum height dimensions to signal heads are measured to lop of signal housing. For signal heads less than 53' from the Stop bar, refer to the MUTCD for maximum signal head height. 2"0 Spare Conduit (Threaded and capped) Unpaved Area Finish Grade u N :9 10'-0" Normal 8'-6" Minimum 14'-6" Maximun E r 7 in o ` w Anchor nut covers as specified by pole manufacturer. Anchor boll projection as specified by pole manufacturer. Leveling nuts under pole base for raking pole. Metal strips for skirt. 1/2" expansion material. Paved Area Anchor bolts as specified Finish Grade by pole manufacturer 5/8" Copperweld ground rod. MAST ARM POLE FOOTING SCHEDULE IWwx FOOTING DIAMETER DEPTH (L) 1 "S" BARS PEDESTAL BASES 310-4 3•-0" NO STEEL REQUIRED NO STEEL REWIRED SIGN 3'-0" ea:rox Fav 8 - 17 BARS A 7'-0" P 22' - 28' 3'-0" 8'-6" TTON000 9 - 14 BARS 0 12"W o Q 3'-0" Gx 8 - /7 BARS N 10'-0" 11 - 04 BARS 0 12*W 46' - 48' 3'-0" 11'-6" 8 - j7 BARS A 11'-0.12 - /4 BIRS 0 12"W% 50' - 55' 3'-0" 12'-0" • Maximum height dimensions to signal heads are measured to lop of signal housing. For signal heads less than 53' from the Stop bar, refer to the MUTCD for maximum signal head height. 2"0 Spare Conduit (Threaded and capped) Unpaved Area Finish Grade u N :9 10'-0" Normal 8'-6" Minimum 14'-6" Maximun E r 7 in o ` w Anchor nut covers as specified by pole manufacturer. Anchor boll projection as specified by pole manufacturer. Leveling nuts under pole base for raking pole. Metal strips for skirt. 1/2" expansion material. Paved Area Anchor bolts as specified Finish Grade by pole manufacturer 5/8" Copperweld ground rod. MAST ARM POLE FOOTING SCHEDULE MAST ARM LENGTH FOOTING DIAMETER DEPTH (L) ^V" BARS "S" BARS PEDESTAL BASES 2'-0" 3•-0" NO STEEL REQUIRED NO STEEL REWIRED 0' OR LES 3'-0" 7'-6" 8 - 17 BARS A 7'-0" 6 - /4 BARS 0 12'M 22' - 28' 3'-0" 8'-6" 8 - 17 BARS x 8'-0" 9 - 14 BARS 0 12"W 30' - 44' 3'-0" 10'-6" 8 - /7 BARS N 10'-0" 11 - 04 BARS 0 12*W 46' - 48' 3'-0" 11'-6" 8 - j7 BARS A 11'-0.12 - /4 BIRS 0 12"W% 50' - 55' 3'-0" 12'-0" 8 - #7 BARS x 11'-6' 16 - /4 BARS 0 12'WX 56' - 60' 3'-0" 14'-0" 8 - ('7 BARS A IS -0" 16 - a4 BARS 0 121,UX 61' - 70' 3'-0" 16'-0" 8 - (!7 BARS x 15'-0" 16 - A94 BARS 0 12"WX MAST ARM POLE FOOTING SCHEDULE V" Bars C. 1. GROUNDING SHALL BE IN ACCORDANCE WITH SECTION 2523.04 AND ELECTRICAL TESTS PERFORMED IN ACCORDANCE WITH `} "�- c SECTION 2523.21 OF IOWA D.O.T. STANDARD SPECIFICATIONS e'E FOR HIGHWAY & BRIDGE CONSTRUCTION. 2. TOP AND BQTTOM "S" MAY BE WELDED TO V" BARS. REMAINING S" BARS SHALL BE WIRED TO V" BARS. 3. IN PAVED AREAS, TOP 6" OF FOOTINGS SHALL BE FORMED IN A 3 x 3' SQUARE. EXPANSION MATERIAL SHALL BE PLACED .5.EARS�..' BETWEEN FOOTING AND PAVED AREA. 4. SPARE CONDUIT IS SUBSIDARY TO THE POLE FOOTING. EARS N N yI� "+ .✓ �1 � � aeamir MAS M POLE FOOTING No. 6 BARE COPPER NO CONDUCTOR FROM INTER IF A 1/2- OR GREATER GROUNDING NUT TO CLAMP GAP EXISTS BETWEEN THE BASE OF THE POLE AND ON GROUND ROD FOOTING, THE CONTRACTOR ----- --- - SHALL INSTALL EXPANSION ' - --- - GROUT AND A WEEP HOLE PEDESTRIAN PUSHBUTTON SIGN 0 0 Top of Base flush with Surface i 9 PEDESTRIAN Paved Median/Isnd CaMFD ROD PUSHBUTTO lai n 4 ❑N IS 2' Varies- See Table See Plans GROUND ROD 5/8' x 8'-O' PEDESTAL POLE BASE S10E OF POLE MOUNTED SIGNAL HEADS SHALL BE SECURED TO POLE BY USING A MINIMUM 5/8" WIDE STAINLESS STEEL BANDING MATERIAL PEDESTAL POLE PROJECT N0: 091023 CAIEO J. RESLER 11110 GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52ERMUTINE SKEET N0. CiIE Y: PROJECT DATE: CHECXED BY: J. RESLER CAD DATE: 2/16/2012 11:16:50 AM DRAWN BY. CAD FILE: X:\CR\IE\2009\091023\CAO\Plane\091023_N22.d:tI I Fath 1 # FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA I LOWER M NE ROAD DETAILS I N.22 MAIN STREETSIDE 3' 1 I r—II _ See Note 4 � Outside Dimensions of 4" P.C. Concrete Sidewalk Controller Cabinet CONTROLLER CABINET PLAN 1.5" min. 3" max. 12 j=j I'1 I I I L 12" in. I L V I I I"I I 1FIII __�7°iJ � u , is" min. 4'-0" min. 32" of anchor manufacturer's Meter Power Supply NOTES: 1. METER C Service Disconnect. Provide 2 Single–Pole Circuit Breakers. One for Traffic Signals, One for Lighting. In NEMA 3R Enclosure. Controller Cabinet Intermatic K4121 Photocell, or Equal Meter 0 Junction Box NOTE: See plan for conduit sizes. 10. 3#14(Photocell). 1p10G. 1"C re Copper in Same �- Conduit as Supply Conductors. Connect to Neutral. Base loowo_ - 5/8"z10' Ground Rod i I Controller Base h DISCONNECT MOUNTED _ OF CABINET WITH NO PENETRATION THRU CABINET SIDEWALL FOR WIRE LEADS. LIGHTING CIRCUIT BREAKER ON THE I I OUTSIDE OF CONTROLLER CABINET 1 I I 1 30,• 48••i 120V 11 3/4" Stone Provide smooth firm subgratle 5/8' Copperweld Ground Rod (10° min.) CONTROLLER CABINET SECTION 11--t N0: 091023 DESIGNED BY: J. RESLElf NO DATE I BY I REVISION DESCRIPT'. EHUIECT GATE: CHECKED BY: J. RESLER CAD DATE. 1/16/1 11":S1 AM DRAWN BY: CAD FILE. X ,CR\IE\2009\091023\CAO\Plw»\D91023_1423.0t POWER SERVICE NEUT NOTES: 1. Unused stubs will be threaded and capped with threaded metal pipe cops. 2. All used stubs will have metal grounding bushing with /6 wire. 3. Minimum clearance between conduits will be 2". 4. Minimum clearance from sides will be 10". 5. Unused stubs will extend out beyond the base not less than 18". 6. All stubs extending up to the surface of the base shall not be less than 1.5" and not be more than 3" above the surface of the base. 7. Pipes and caps shall be held in place with an approved lie bar before the base is Poured. 8. Forms made of suitable material to maintain the dimensions of the base shall be used. 9. All stubs extending above and below the base shall hove the pipes capped before pouring the base, except where the pipe stub is to be used. Those stubs used shall be connected to the conduit network and copped on the ends extending up to the surface of the base before the base is poured. 10. Conduit connected to the conduit system shall be connected by o threaded coupling such as that supplied with conduit or an Erickson type connection or opproved equal. No set screw type connector will be allowed. PHOTOCELL ON OUTSIDE OF THE 6.5" to 8" III III V Q tj PE PHOTOCELL. See Note 4 I I 3" I I 3.. L L_ _J J 5/8" Copperweld _ _ r� _ _ a Ground Rad I I a Controller Location ,SON„ "AUTO" Station J a I 1 COX "LC" } I y W G3 a .4 I,I a I I , LIGHTING CONTACTOR. O I I II ° 4 W 4 d • I I � Outside Dimensions of 4" P.C. Concrete Sidewalk Controller Cabinet CONTROLLER CABINET PLAN 1.5" min. 3" max. 12 j=j I'1 I I I L 12" in. I L V I I I"I I 1FIII __�7°iJ � u , is" min. 4'-0" min. 32" of anchor manufacturer's Meter Power Supply NOTES: 1. METER C Service Disconnect. Provide 2 Single–Pole Circuit Breakers. One for Traffic Signals, One for Lighting. In NEMA 3R Enclosure. Controller Cabinet Intermatic K4121 Photocell, or Equal Meter 0 Junction Box NOTE: See plan for conduit sizes. 10. 3#14(Photocell). 1p10G. 1"C re Copper in Same �- Conduit as Supply Conductors. Connect to Neutral. Base loowo_ - 5/8"z10' Ground Rod i I Controller Base h DISCONNECT MOUNTED _ OF CABINET WITH NO PENETRATION THRU CABINET SIDEWALL FOR WIRE LEADS. LIGHTING CIRCUIT BREAKER ON THE I I OUTSIDE OF CONTROLLER CABINET 1 I I 1 30,• 48••i 120V 11 3/4" Stone Provide smooth firm subgratle 5/8' Copperweld Ground Rod (10° min.) CONTROLLER CABINET SECTION 11--t N0: 091023 DESIGNED BY: J. RESLElf NO DATE I BY I REVISION DESCRIPT'. EHUIECT GATE: CHECKED BY: J. RESLER CAD DATE. 1/16/1 11":S1 AM DRAWN BY: CAD FILE. X ,CR\IE\2009\091023\CAO\Plw»\D91023_1423.0t POWER SERVICE NEUT NOTES: 1. Unused stubs will be threaded and capped with threaded metal pipe cops. 2. All used stubs will have metal grounding bushing with /6 wire. 3. Minimum clearance between conduits will be 2". 4. Minimum clearance from sides will be 10". 5. Unused stubs will extend out beyond the base not less than 18". 6. All stubs extending up to the surface of the base shall not be less than 1.5" and not be more than 3" above the surface of the base. 7. Pipes and caps shall be held in place with an approved lie bar before the base is Poured. 8. Forms made of suitable material to maintain the dimensions of the base shall be used. 9. All stubs extending above and below the base shall hove the pipes capped before pouring the base, except where the pipe stub is to be used. Those stubs used shall be connected to the conduit network and copped on the ends extending up to the surface of the base before the base is poured. 10. Conduit connected to the conduit system shall be connected by o threaded coupling such as that supplied with conduit or an Erickson type connection or opproved equal. No set screw type connector will be allowed. PHOTOCELL ON OUTSIDE OF THE 5 AMP CONTROLLER CABINET PE PHOTOCELL. M1� N „OFF" ,SON„ "AUTO" COX "LC" r W G3 LC xoo LIGHTING CONTACTOR. O -K PROVIDE 4 TERMINALSy, I EACH WIRE NEUTRAL NOTES: 1. PROVIDE ENGRAVED LEGEND PLATES FOR DEVICES W 2. PROVIDE TERMINAL BLOCKS FOR LIGHTING CIRCUIT. TYPICAL LIGHT AS INDICATED IN QUOTES. TYPICAL LIGHTING CONTACTOR SCHEMATIC DIAGRAM NO SCALE MUSCATINE ROAD IMPROVEMEN Ar.FOth I FROMEKIRKWOODAV NUEATO I ST AVENUE WD STP-U-3715(637)-70-52 SHEET N0 LOWER MUSCATINE ROAD N Z3 DETAILS 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT W/ WASHER (2) 41 5/�,(n� r1s10 SKID RESISTANT SURFACE 2—SECTION COVER REQUIRED 4" (102 mm) X 4" (102 mm) MOUSEHOLES (2) — 4" (102 mm) X 4" (102 MOUSEHOLES (2) 49 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT W/ WASHER (2) 12 1 3. 1"01 1(2" (13 mm) X 4 (102 mm) PULL SLOT POLYMER TONGUE AND GROOVE BOX (445 (13 mm) X 02 mm) SLOT "o) s 3/4" (121 mm) X 4 3/4" (121 mm) KNOCKOUTS (8) 2" L (51 mm I TYPICAL CONCRETE POLYMER HANDHOLE 1 i✓ (712 10) 3/4 EXTEND HDPE DUCTS INTO HANDHOLE 8"-12" (MINIMUM). EXTEND DUCTS THROUGH OPEN BOTTOM. TYPICAL FOR ALL DUCTS ENTERING HANDHOLE. 1" (25 mm) HANDHOLE TYPE 2 EXTENSION `4 3/4" (121 mm) X 4 5/8" IT 17 mm) }T KNOCKOUTS 28' (]11 mm) /2" I L (1J mrnr2- HANDHOLE TYPE 1 1" (25 mm) INSTALL NEW GROUNDING BUSBAR. SUPPORT FROM HANDHOLE WALL WITH BOLT, NUT, FLAT WASHERS AND LOCK WASHER. ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL. CENTER BETWEEN WALLS. GEOTEXTILE WOVEN FABRIC. GEDTEXTILE 12" (MINIMUM) PERIMETER OF HANDHOLE. GRAVEL EXTEND FILL MINIMUM OF 6 OUTSIDE PERIMETER OF HANDHOLE ALL SIDES. PROJECT NO: 091@3 DESIGNED BY: J. RESLER /+ S CJ REVISION DESCRIPTION STP -U-3715(637)-7452 SHEET NO. PROJECT NO: 091@3 DESIGNED BY: J. RESLER NO DATE BY REVISION DESCRIPTION STP -U-3715(637)-7452 SHEET NO. LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT DATE: CHECKED BY: J. REBLER Foth FROM KIRKWOOO AVENUE TO IST AVENUE LOWER MUSCATINE ROAD N.24 CAD DATE: 2/1612012 11:16:52 AM ORAVN BY: DETAILS CAO FILE: XAM\IE\2009\091023\CAO\PMm\ORI023_N24eM1f IOWA CM, IOWA HIGHWAY LIGHTING DATA GENERAL I. LIGHTING INSTALLATION SHALL BE IN ACCORDANCE WITH IOWA DOT STANDARD SPECIFICATION SECTION 2523. HIGHWAY LIGHTING UNLESS OTHERWISE NOTED. 2. LIGHTING MATERIALS SHALL BE IN ACCORDANCE WITH IOWA DOT STANDARD SPECIFICATION 4185, HIGHWAY LIGHTING MATERIALS UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL COORDINATE ROUTING AND INSTALLATION OF CONDUIT SYSTEM WITH EXISTING AND PROPOSED UTILITIES. STRUCTURES AND EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN LOCATES ON ALL UNDERGROUND UTILITIES AND VERIFY CLEARANCES BEFORE BORING, TRENCHING OR EXCAVATION. 4• CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL LIGHTS, POLES AND BASEST AND COLOR CHIPS FOR ALL POWDER -COAT COLORS. 5. PROVIDE SUBMITTALS ON THE FOLLOWING MATERIALS/EQUIPMENT. A. LIGHTING CONTROLLER B. LUMINARIES C. POLES AND MASTARMS (INCLUDING WINO LOAD CALCULATIONS -ANC D. WIRE AND CABLE E. CONNECTORS F. CONDUIT G. ELECTRIC CIRCUIT HANOHOLES 6. WHEN INDICATED ON DRAWINGS, EOUIPMENT VENDORS ARE SOLE-SOURC PER IOWA CITY REQUIREMENTS. SUBSTITUTIONS WILL NOT BE ALLOM UNLESS OTHERWISE NOTED. 1. THE CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE INCLUDINC TRANSFORMER AND PAD LOCATIONS. ORIENTATIONS, AND ENERGIZATIC WITH THE MIDAMERICAN ENERGY. Z. THE INSTALLATION SHALL MEET ALL UTILITY AND NEC CODES AND REQUIREMENTS. 3. PROVIDE ELECTRICAL SERVICE TO EACH LIGHTING CONTROLLER. 4. PROVIDE ONLY ELECTRIC SERVICE TO THE TRAFFIC CONTROL STATION. INSTALLATION OF THE TRAFFIC CONTROL STATION, CONTROLS, AND LIGHT FIXTURES ON SIGNAL POLES ARE THE RESPONSIBILITY OF THE SIGNAL CONTRACTOR. UNDERGROUND CIRCUITS 1. INSTALL DUCTS 36" BELOW FINISHED GRADE AND PROVIDE PLASTIC ELECTRICAL WARNING TAPE IN TRENCH ABOVE ALL CONDUIT AT I'-6'• BELOW FINISHED GRADE. 2. WIRING INSTALLED IN CONDUIT SHALL BE SINGLE -CONDUCTOR COPPER TYPE USE -2 RHH/RHW-2 (PER DOT STANDARD SPECIFICATIONS) FOR PHASE. NEUTRAL, AND GROUND CONDUCTORS. 3. UNLESS OTHERWISE NOTED, CONDUIT SHALL BE 2" DIA. HDPE. 4. ALL ROAD CROSSING CONDUITS SHALL BE 2" DIA. HOPE UNLESS OTHERWISE NOTED, INSTALLATIONS SHALL BE IN ACCORDANCE WITH RM -3 S. ALL CONDUIT SHALL BE SOLID COLOR CODED BLACK. 6. COORDINATE CONDUIT ROUTING WITH LANDSCAPE PLANTINGS. DO NOT LOCATE CONDUIT BENEATH TREES. ALL CONDUIT RUNS SHALL STAY WITHIN RIGHT OF WAYS. ROADWAY LIGHTING d 1. ALL LIGHTING UNITS, JUNCTION BOXES, HANOHOLES OR ENCLOSURES SHALL BE CONNECTED TO THE GROUNDING SYSTEM, PROVIDE AND INSTALL GROUND RODS AND GROUNDING ELECTRODES CONDUCTORS AT ALL LIGHTING UNITS. LIGHTING CONTROLLERS, HANDHOLES, ETC, PER NEC AND ]DOT STANDARD SPECIFICATIONS. 2. TAP AND END -OF -CIRCUIT CONNECTORS SHALL BE MADE WITH RM -40 Y-1, L-1 CONNECTORS WITH 5 AMP FUSES INSIDE POLE SHAFT HANOHOLES. MANUFACTURER SHALL BE COOPER-BUSSMAN HEB SERIES. BREAKAWAY TYPE ALL COPPER CONDUCTOR CONSTRUCTION SET -SCREW CONDUCTOR FASTENING SYSTEM, SUITABLE FOR COPPER CONDUCTORS SCHEDULES, AND CONSTRUCTED TO ACCEPT 13/32" X 1-1/2" FORM FUSES. 3. ALL LIGHTING LOADS SHALL BE CONNECTED 240V "LINE -TO -LINE". 4, TOUCH UP ALL NICKS 6 SCRATCHES ON LIGHTING UNITS WITH FACTORY SUPPLIED TOUCH-UP PAINT. S. HAND14OLES SHALL BE ACCORDING TO RM -38 UNLESS NOTED OTHERWISE. SEE DETAIL ON SHEET P.08. DUATAUCTo, FIATA LIGHTING ASSEMBLY TYPE TALL POLE LUMINAIRE DESCRIPTION LED RA UR HER. CAT NO. GPLN-130M ED4K-1E4 FINISH CRAY PHOTOETR IC CURVE T26338(130WBLEDLE4). IES IES DISTRIBUTION LE4 IES SURFACE CLASSIFICATION R3 MOUNTING HEABOVE ROADWAY 30' ARM LENGTH 8' MOUNTING 8EH NO SIDEWALK 3' FIXTURE TILT TOTAL LIGHT LOSS FACTOR 0.801 LAID WATTAGE/TYPE 130W/LEO VOLTAGE 4 CORRELATED COLOR TEMP. 4 Rated Life (Hr. 110 Hr./ tart) 95 2. ly 1.33 1.81 2.88 1.53 1.11111 1.66 1.44 ROAD DESIGN CRITERIA LEGEND ________________________ UNDERGROUND CONDUIT, CIRCUIT DIAGRAM �HANDHOLE DESIGNATOR �M115 HANDHOLE - NOTE: USE POLE DESIGNATOR FOR HANDHOLES AT POLES FONTROLLER NUMBER C: y� �l XXA``-4 OLE NUMBER POLE DESIGNATOR / �CµJ WIRING BRANCH LETTER r O-* XX.A-4 STREET LIGHT -1 J p EXISTING LIGHTING CONTROLLER PANEL CABINET 8 PROPOSED LIGHTING CONTROLLER PANEL CAB INTERS ONS DESIGN CRITERIA ANALYSIS RESULTS LOCATION: R CATION AREA CLASS HORIZONTAL AVERAGE E(AVE) ILLUMINANCE UNIFORMITY E(AVE)/E(MIN) HORIZONTAL ILLUMINANCE (MAINTAINEDI AVERAGE MAXIMUM MINIMUM UNIFORMITY PAVE) E(MAX) E(MIN) E14VE1/E(MN) 1st 6 over Musc tine Mall 6 ver Muscat ne for at r Muscat ne I L ver Mu South r e 6 uscatt North r over M ca 1 Pin r Ph gr" ne r Mu11,t In Fra r ca Arterial/Arterial Local/Arterial Local/Arterial Collector/Arterial Local/Arterial Local/Arterial Local/Anter Lal Local/Arteirtai Laal/Anter Lal Intermed late Intermediate Intermediate Intermedlate Interned late Res )dent Lal Res )dent Lal Residential Residential 1.79 1.49 1.45 1.55 1.43 0.90 0.90 0.90 0.% 3 to I 3 to 1 3 to 1 3 to I 3 to 1 3 to 1 3 to I 3 to 1 3 to 1 I.% 1.5 .60 1.99 1.44 .22 1 3 .3 2.70 2.50 2.00 3. 2.00 1.70 •B .70 1.00 0.70 1.20 1.10 0.50 0.80 0.60 0.80 0•% 95 2. ly 1.33 1.81 2.88 1.53 1.11111 1.66 1.44 ROAD DESIGN CRITERIA ANALYSIS RESULTS LOCATION, ADWAY 0. KATION AREA CLASS HORIZONTAL ILLUMINANCE AVERAGE UNFORMITY E(AVE) E(AVEWE(MIN HORIZONTAL ILLUMINANCE (MAINTAINED) AVERAGE MAXIMUM MINIMUM UNIFORMITY E(AVE1 E(MAX) I E(MIN) E(AVE)/E(MIN) South EM to 1st 1st to Mall Mall to Deforest Deforest to Sycamore Svc amore to Spruce Arteria Arterial Arterial Arterial Ar ri I Intermed late Intermediate Intermediate Narmedialte In lata 0.80 .80 n.80 0.80 3 to 1 J to I 3 to 1 3 to 1 0.% 0.99 0.93 0.95 0.93 1.80 1.50 1.40 1.60 1.40 0.10 0.40 0.50 0.40 0.50 2.40 2.48 1.86 2.36 1.88 TABLE NOTES 1. PERFORMANCE REQUIREMENTS ARE FROM IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS MANUAL, CHAPTER 11, SECTION 2, TABLE 2.1 JASON L. FRERICKS 20095 I hereby cerafy that this angineedng document was prepared by me or under my direct pamonal suparrisroo and that 1 am a duly licensed Professional Ehmn.w under the laws of the State of Iowa, 1� 1/a7/7pi2 L FRER�ICK , P E I111E ben. 20096 My license Idateis DECEMBER 31, 2013, Page. or sheets by Ods seal: P.01-P.OB _ SLEET No. PAOJECT ND, 091023 DESIGNED BY; S. SUYERS NO DATE By rEYislml OESCRIMIms Foth LOWER MUSCATINE ROAD IMPROVEMENTS W:OJECT DATE, DO/W/ZMq CHECKED EY, S. WIFERS GENERAL NOTES/ LEGEND CAD DATE, 1126/ 012 944.47 AN MAIN BY, FROM KIRKWOOD AVENUE TO 1ST AVENUE P.O1 CSO FILE, Xr\OAIE\t0M\091023\CAO\el.ns\D91023-PO L.i•t IOWA CITY, IOWA �00 a -- LOWER MUSCATINE ROAD l ti 4 N_ CD :7n a Ci FEET 0 30 p p p p w .per L 80.0 LT O O O S O o� �j ! �N0 TA. .4 .0 �r\l� = m \ \ +O L —Z . 12.5 p STA. 35.5 +95. \ \ U \ + \\STA. I8• 0.0 / _ O TA. 0. —TA. L .13.0 6+7 — — — — — e _ 9\ LT W /. l OOAl2 LOWER MUSCAT INE ROAD Be ell� _ _ _ ,,�� _ 1 IOOAy -- STA. .'S7�—L—'- 35.8 RT ' O Xo ,. r 4 Fj a e�4,. T . RT 28.3 PFFr / • to \ PMWECT N0: 091M DESIMED BY: S. SOVEMS NO DATE BY r lslM OESIAIPIIOI � Fot h STP•U-3715 63 -70.52 S EET W. P ECT DATE. CHEMED BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD .Are: 2/18/2012 11:17:00 AM a WN 8Y: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD P OZ CAO .,A. %:\M\IE\21109\091023\CAO\Pla .\09IO23.P02.Nt IOWA CITY, IOWA ROADWAY LIGHTING I I I 00.191 LEC ICAL TA. 24+50.0 � (( I I I RAN RME 51.0 L I T 6+35.0 BY 0 ERS) ee S O SI .5 LT pQ p O I P C 0 - - - TA. 19 9 0 N • N N STA. 2 47.5' 28.0 N - STA. 28+0 8.5 LT STA. *65.0 - - - - - . - - TROLLE < e. L e l• 104¢ Si A. 26* .0 1 _ 5 20+55. r R t"CATINE ROAD 10087 WY _ STA. 6+49.3 - - - - - - 27+4.0 $ W s 340 L707 �a \J ROAD AV L T XTU I TRAFFIC SIGN -OL S N SHA LL > I CONTROLCABINET.TYPICAL OF 4. N 41 4 O SSL i - X 0 30 w / R A HT FI TURES ON TRAFFI G BE FED IR RA IGNAL .-{ --p / ELECTRI CONTROL CABINET. PVPICAL OF 4. O 0 0 TRAN ER p (B ERS) 8 r 0 H STA. 31+85.0 ^ F �� STA. 0 STA. 29+15.0 STA. 3T .0 38.5 LT STA. 30+95.0 38 STA. 33+49, 42.1 LT / 38.5 LT 38.5 LT 38.5_LT - - - - TA. 35+68.0 ---- - - - - - - - - - - - - - - - - - J + _ LT LT J 1 26.0 LT - - - - - -/ - O - - - - - - r r r (CONTROLLER • 200A1 - HMO - - - - - - _ _ _ _ _ _ _ _ _ LOWER MUSCATINE ROAD LOWER MUSCATINE ROAD I 20OB2 20083 v.� n.. a,. ----- _-- ---- T --vrr w. 4. ------- - STA. 35+68.0/ blA. Jb+60.0 STA. 37+53.0 27.5 RT 10( 0 30 FEET PR0.JECi N0: 091D23 DESIGNED BY: S. BUYERS NO DATE BY RENISIM DESCRIKIM LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SHEET W. MWECT DATE: DATE: LM\IE\2 CHECREO BY: S. SOVERS 11:3:32 AM 0023- Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD P•03 CAD ROADWAY LIGHTING CAO FILE: X:\LYi\IE\2009\091023\CAO\Plana\D9ID23_PpJ.aM. 3. IOWA CITY, IOWA I a00+Sef STA. 12 / 28. STA..; 20084 20085 m,,.I6 STA. 38+47.0 ♦ 40+1- R 24.5 \ a S S o / a a / STA. 4 +90.STA. 44+00.0 - - ST i 44,q5.. 32. L 34r LT L - - TA. 45+87.0 r % 25.0 LT ROAD Id - - - - - 2OW 17 Fl --- ---- ° 36.5' RT ROADWAY LIGHT FIXTURES ON TRAFFIC SIGNAL POLES SHALL BE FED FROM TRAFFIC SIGNAL CONTROL CABINET TYPICAL OF 4. ♦ O 30 FEET PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SDVERS CAO DATE: 2115/2012 11:11:33 AM RA er: CAD FGE: %:\COME\2009\091023\CAO\Plana\09I023_PO4aM1< NO LATE BY REVISION DESCRIPTION Foth 0 ti 5�T NO. P.04 F —p N PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SDVERS CAO DATE: 2115/2012 11:11:33 AM RA er: CAD FGE: %:\COME\2009\091023\CAO\Plana\09I023_PO4aM1< NO LATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE iowA aTv,iowA STP -U-3715(837)-70-52 LOWER MUSCATINE ROAD ROADWAY LIGHTING 5�T NO. P.04 200.48 200A5 200M LOWER MUSC POLE DESIGNATOR WEV 718 IB 7 POLE NUMBER MIRE BRANCH LETTER IL—L—CONTROLLER NUMBER NOTE - 1. EXCEPT AS NOTED OTHERWISE, ALL CONDUITS SHALL CONTAIN, 2-#8 (RED. BLUE LIGHTING CIRCUIT) 1 -*8 (GREEN GROUND) 2. ALL CONDUITS SHALL BE 2" DIA. HOPE CONDUIT IN TRENCH, UNLESS OTHERWISE SHOWN NO DATE BY IlEY1510N OESLRIPTION N rr`` �O`� •r' � LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA r. SHDET N0' p.05 0 90 100A10 \ a � CONTROLLER 1q100 W-_ T Hr5 ---'- \ �-' 2 �W HHB 1 10087 10044,15 10OA13 10OAl2 101 100" 101 101 101 101 10GA1 100B1 10082 10063 10084 1001 / I LOWER MUSCATINE ROAD 1 I LOWER MUSCATINE ROAD I I 1 HMT LA- - HHa y 100A5 1 I 100A74 \ I \ v �oDA1e A11 \ 0' OvtJJE FJ q P Pia �q m w W CP 200.48 200A5 200M LOWER MUSC POLE DESIGNATOR WEV 718 IB 7 POLE NUMBER MIRE BRANCH LETTER IL—L—CONTROLLER NUMBER NOTE - 1. EXCEPT AS NOTED OTHERWISE, ALL CONDUITS SHALL CONTAIN, 2-#8 (RED. BLUE LIGHTING CIRCUIT) 1 -*8 (GREEN GROUND) 2. ALL CONDUITS SHALL BE 2" DIA. HOPE CONDUIT IN TRENCH, UNLESS OTHERWISE SHOWN 11 200812 200813 1SCATINE ROAD PROJECT NO. 091023 DESIGNED BY: S. SOVEM PROJECT DATE: CHECI D BY: S. SOVERS CAD DATE: 2/16/2012 11:17:34 AN DRAWN BY: CAO FILE: X:\CR\[E\2009\091@3\CAO\Plana\09102iP05.aNt NO DATE BY IlEY1510N OESLRIPTION N rr`` �O`� •r' � LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA r. SHDET N0' p.05 11 200812 200813 1SCATINE ROAD PROJECT NO. 091023 DESIGNED BY: S. SOVEM PROJECT DATE: CHECI D BY: S. SOVERS CAD DATE: 2/16/2012 11:17:34 AN DRAWN BY: CAO FILE: X:\CR\[E\2009\091@3\CAO\Plana\09102iP05.aNt NO DATE BY IlEY1510N OESLRIPTION rr`` �O`� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)--70-52 LIGHTING CIRCUIT DIAGRAM SHDET N0' p.05 CJ A. FIBERGLASS TRANSFORMER PAD B. PRIMARY CONDUCTORS TO TRANSFORM PAO C. TRANSFORMER D. FINAL CONNECTION OF THE SECONDARY CONDUCTORS TO TRANSFORMER A. INSTALLATION OF FIBERGLASS TRANSFORMER PAD B. SECONDARY CONDUIT AND CONDUCTORS FROM LIGHTING CONTROLLER ROVIDE AN EXTRA 5 FEET OF SECONDARY CONDUCTORS -qftWNSFMMER PAD FOR UTILITY TO MAKE FINAL PROJECT W: 091023 DESIGNED BY: S. BOYERSNO OATS BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS LOWER / SHEET NO. PROJECT DATE. CHECKED BY: S. SCVERS Foth FROM KIRKWOOD AVENUE TO I ST AVENUE L52 I P,06 CAD DATE: 2/16/2012 11.17-37 AM DRAWN BY: CAO FILE: %:\CR\IE\2009\091023\CAD\PI.m\091023_PCfi.Mf 2-2" CONOUTIS IN TRENCH. 01 E WIT 0 SHALL CONy1N 2-=1, 1 -%IN. CA SPARE CONDUIT. 0 r -1 r0 I LIGHTING ONTRCLLER •10 ELECTRIC UTILITY TR SFORMER PAD. I CORDINATE LOCATION TH ORIENT CONTROLLER WITH D OPENING TOWARDS SIDEWALK3L R Q I Z MIDAMEPICAN ENERGY. 0 ---- ' CONTROLLE • /W — �W <C ' I 36 1a _ MAST — ROVIDE CONCRETE WORKPAD •100 1 43 TWEEN CONTROLLER AND _ WALK. INCIDENTAL TO L 1@IG CONTROLLER.R/ 2011 4 B R/ R/W 24 0 A V16 TI — — 4a------ 11 61 _ — SD 50 � — -- — — _ _— — San. _ — — — — _ — _ G — — — _ — 3"QVC IT __ an. TWEENrt NT LLLR ALSO d INCIDENT4L4 LI Hi CO Eft. LOWER MUSCATINE ROAD 1 41l CONTROLLER HAN%SP Wim. \ \ 30" K 17" K I8r" 0 P Y CONCRETE INCIDE67 L OO \ E— — T (1 — 10 — CIGNTTNG TCONTF4 R. 71 32 31 ROADWAY LIGHTING [��p� / 414 O�� 1��0 1 CONTROLLER •100 11lYC1 FEET � CJ A. FIBERGLASS TRANSFORMER PAD B. PRIMARY CONDUCTORS TO TRANSFORM PAO C. TRANSFORMER D. FINAL CONNECTION OF THE SECONDARY CONDUCTORS TO TRANSFORMER A. INSTALLATION OF FIBERGLASS TRANSFORMER PAD B. SECONDARY CONDUIT AND CONDUCTORS FROM LIGHTING CONTROLLER ROVIDE AN EXTRA 5 FEET OF SECONDARY CONDUCTORS -qftWNSFMMER PAD FOR UTILITY TO MAKE FINAL PROJECT W: 091023 DESIGNED BY: S. BOYERSNO OATS BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS LOWER SHEET NO. PROJECT DATE. CHECKED BY: S. SCVERS Foth FROM KIRKWOOD AVENUE TO I ST AVENUE LIGHTING CONTROLLER LOCATION PLAINVIEW P,06 CAD DATE: 2/16/2012 11.17-37 AM DRAWN BY: CAO FILE: %:\CR\IE\2009\091023\CAD\PI.m\091023_PCfi.Mf IOWA CITY. IOWA NEUT 120V 120V 20A 5 AMP 120V '--0^ 7 CONTROL POWER CIRCUIT BREAKER. "TSTAT" HEATING TYPE THERMOSTAT. OPENING ON RISING TEMP. "PANEL LIGHT" PHOTOCELL "RELAY PC" "OFF" "ON" -I —,'AUTO" Na, "LC" PC DOXX f 1 TYPICAL LIGHTING CONTROLLER SCHEMATIC DIAGRAM NO SCALE NOTES: 1. PROVIDE ENGRAVED LEGEND PLATES FOR DEVICES WITH WORDING AS INDICATED IN QUOTES. PANEL CIRCUIT BREAKERS LC SURGE PROTECTION DEVICE PHOTOCELL RELAY PC — DUPLEX RECEPTACLE AND LIGHT SWITCH. ENCLOSURE HEATER WITH THERMOSTAT. TYPICAL CONTROLLER INTERIOR LAYOUT 3 NO SCALE ENCLOSURE. FROM ENCLOSURE I I INTERIOR LIGHT. 240V. IOOA, 3 WIRE SINGLE THROW 100A FUSIBLE HEAVY-DUTY SERVICE DUPLEX RECEPTACLE FUSES DISCONNECT SWITCH NEMA 3R WITH GFCI TYPE. LOCK -ON PROVISIONS qp:7 G SHEET ENCLOSURE HEATER. PROVIDE TWO TERMINALS FOR EACH CIRCUIT PHASE PHOTOCELL. PHOTOCELL RELAY. 4PST. MD LC 30A" LIGHTING CIRCUIT A 0 O n STP -U -3715j637)-70-52 P ECT DATE: CHECKED BY: S. SOVERS CAD DATE. 2/16/2012 11:1708 AM DRAWN BY: a S^ ^..e. ` / Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE 30A cl W in LIGHTING CONTACTOR. 20A PANEL LIGHT & � RECEPTACLE T°-� GHTING CIRCUIT B i -G CAO FILE: X:\CR\IE\20W\091023\CAD\Pone\091023.07. Mt 20A 30A g` _O rPANEL HEATER T�� r� LIGHTING CONTACTOR COIL N 3 -POSITION SELECTOR SWITCH WITH LEGEND PLATE. PHOTOCELL AND BRACKET MOUNTED IN CABINET AT PEC WINDOW. INNER PANEL. ENCLOSURE NOT LESS THAN 46.30x18 LIGHTING CONTACTOR LIGHTING CIRCUIT BREAKERS RAIL MOUNTED TERMINAL BLOCKS FOR CONNECTION OF LIGHTING CIRCUIT CONDUCTORS. PROVIDE 2 TERMINAL BLOCKS PER CONTACTOR POLE WITH A JUMPER CONNECTING THEM. GROUND ENCLOSURE -MEI PANEL WITH #6 EQUIFRR GROUNDING CONDUCTOR. #8 EQUIPMENT GROUNDING CONDUCTOR FOR LIGHTING CIRCUITS. TYP. #6 ENCLOSURE GROUNDING CONDUCTOR. #6 BONDING JUMPER GROUNDING STUD WELDED TO ENCLOSURE. CONNECT #6 GROUNDING —___� CONDUCTOR TO GROUNDING STUD ON DOOR. #6 GROUNDING ELECTRODE CONDUCTOR. LIGHTING SYSTEM GROUNDING ELECTRODE INSIDE OF CONTROLLER ENCLOSURE. SPARE POWER DIAGRAM 2 NO SCALE CONTROLLER GROUNDING DETAIL 4 NO SCALE L CONTROLLER ENCLOSURE INNER PANEL. NIPPLE WITH GROUNDING BUSHING. BOND TO GROUND BUS WITH #6 CONDUCTOR. #1 SERVICE NEUTRAL CONDUCTOR. METER BASE ENCLOSURE ON BACK OF CABINET NEUTRAL LUG NEUTRAL FROM POWER COMPANY. 00 NOT USE CENTER KNOCKOUT FOR U.G. SERVICE CONDUIT. #6 SERVICE GROUNDING ELECTRODE CONDUCTOR. GROUND ROD AND SERVICE NEUTRAL GROUNDING PER POWER COMPANY REOUIRMENTS. PROJECT W. 091023 DESIGNED BY: S. SOVERS MD DATE BY REVISION DEBDPIPTXN STP -U -3715j637)-70-52 P ECT DATE: CHECKED BY: S. SOVERS CAD DATE. 2/16/2012 11:1708 AM DRAWN BY: ` / Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE LIGHTING CONTROLLER DETAILS P.1;7] - - CAO FILE: X:\CR\IE\20W\091023\CAD\Pone\091023.07. Mt T/ IOWA CITY, IOWA NOTE: 1, POLES AND TRUSS ARMS SHALL BE ALUMINUM ACCORDING TO SECTION 4185 HIGHWAY LIGHTING MATERIALS. POLE ARM SHALL BE TYPE B ACCORDING TO SECTION 4185. 2. THE DETAILED DESIGN AND FABRICATION OF THE POLE SHAFT, ARMS, TENONS AND ATTACHMENTS SHALL BE ACCORDING TO AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES AND TRAFFIC SIGNALS" CURRENT AT THE TIME OF CONSTRUCTION. LIGHT POLES SHALL BE DESIGNED FOR A 90 MPH WIND VELOCITY AND MINIMUM DESIGN LIFE OF 50 YEARS. POLES WITH ARMS SHALL BE DESIGNED AND MANUFACTURED TO WITHSTAND LOADINGS IMPOSED BY THE ARM, LUMINAIRE, BANNER ARM AND BANNERS. BANNERS SHALL BE WEATHER RESISTANT FABRIC WITH A FINISHED SIZE OF 30 -INCHED WIDE BY 64 -INCHES HIGH AND LOCATED WHERE SHOWN IN THE DETAILS. THE POLE SHALL HAVE A MINIMUM WALL THICKNESS THAT SATISFIES ALL DESIGN LOAD REQUIREMENTS. t. GROUND ROO SHALL BE INSTALLED IN UNDISTURBED EARTH. J. PROVIDE STRAP -ON STYLE BANNER ARM ACCORDING TO CITY REQUIREMENTS. BANNER ARMS SHALL BE INSTALLED ON POLE AS REQUIRED BY THE IOWA CITY BANNERS' PROGRAM GUIDELINES. PROVIDE BANNER FLEX III BF31) 31" BANNER ARM AND BRACKET BY SIERRA DISPLAY (800)388-5755. STRAP TO POLE WITH STAINLESS STEEL STRAPS 30" RISE I 6•-8" 30'-0" MOUNTING HEIGHT I6'-0" 5/8" X 10' COPPER CLAD GROUND ROD WITH R6 BARE COPPER WIRE IN 3/4" SCH 80 PVC THROUGH FOUNDATION. BOND GROUND WIRE TO GROUND ROD WITH SIDE -MOUNT CADWELD OR HYDRAULIC DIRECT -BURIAL COMPRESSION CONNECTION. GROUNDING SHALL BE INCIDENTAL TO LIGHT POLE FOUNDATION. I POLYMER CONCRETE FLARED WALL HANDHOLE 8' TRUSS ARM—�{ WITH COVER. COVERS SHALL READ RESTORE SURFACE TO "LIGHTING". MATCH SLOPE OF EXISTING MATCH EXISTING. GRADE. TOP SHALL BE FLUSH WITH FINISHED GRADE. COLOR SHALL BE GREEN. FINISHED GRADE 30" ROADWAY LUMINAIRE TRUSS ARM WITH 2" O.D. TENON � SEE NOTE 4 BY OTHERS IBRATION DAMPER. INTERNAL TO POLE. POLE SETBACKS TO CENTER OF POL FINAL POLE SET BACK SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER DURING CONSTRUCTION , / AOMDING TO RM -34B WIRING AGRAM. PROVIDE SLACK CONDUCTOR TO EXTEND 18" FROM HANOHOLE. FINISHED GRADE. SIDEWALK 8.000 UTILITY JOINT TRENCH 0 00 CONDUIT TO HANDHOLE OR NEXT POLE FOUNDATION. SEE PLAN SHEETS FOR QUANTITY OF CONDUITS AT EACH LOCATION. COMPACTED GRANULAR BACKFILL (CLASS A) FROM BOTTOM OF EXCAVATION TO BOTTOM OF HANDHOLE. MINIMUM 6 -IN. DEPTH. EXCAVATE TO UNDISTURBED EARTH. SWEEP CONDUIT AT 45 DEGREES. TYPICAL 2 NO SCAL000000* I GROUND ROD. ANCHOR BOLT. TYPICAL FOR 4. POLE FOUNDATION. TOPSOIL. 6" MIN, COMPACTED BACKFILL. TYPICAL CONDUIT TO NEXT HANDHOLE OR STREETLIGHT FOUNDATION. NOTES: 1. SEE PLAN SHEETS FOR ACTUAL CONDUITS REQUIRED AT EACH LOCATION. 2. POSITION CONDUIT ENDS NEAR CENTER OF BO*-MLL CONDUITS SHALL BE 4" ABOVE BOTTOM OF B0� 3. HANDHOLES DIMENSIONS SHALL BE IS417".127—, 0 .� E INSTALLATION �-4 W V -1 r C� D r�1 � 0 _ l IF, CONDUIT WITH LIGHTING CIRCUIT WIRES. TYPICAL FOR 2. NOTE: 1. INSTALL CONDUIT IN COMMON r A CONDUIT TO NEXT POLE TRENCH. I FOUNDATION OR HANDHOLE. TYPICAL FOR 2. CONDUITS IN COMMON TRENCH, TYPICAL. FACE OF CURB. PCC SIDEWALK NOTE: DEPTH WILL VARY DEPENDING ON UTILITY CONFLICTS. OTHER THAN 36" DEPTH, COORDINATE WITH ENGINEER. PLAN A CURB PAVEMENT. (3) 2" HDPE INNEROUCT CONDUITS - IT/SIGNAL (TYPICAL; (1) 2" DIA. HDPE CONDUIT - LIGHTING LIGHT POLE FOOTING. TYPE A ACCORDING TO RM -39. TYPICAL TALL LIGHT POLE INSTALLATION DETAIL SHARED LIGHTING/1T/SIGNAL CONDUIT TRENCH SECTION A -A 1 NO SCALE STREET CONDUIT DETAIL 3 NO SCALE PRO.IECT N0: 091023 DESIGNED BY: S. SOYERS P ECT GATE: ME.0 BY: S. sawn CAO GATE: 2/16/2012 11:1):38 AM BRAXN BY: NO MT BY BEVISIW � IPTION Fat h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(637)-70.52 LIGHTING DETAILS AEET W. P.08 CAO FILE: %:\C M\2009\091023\CAO\Plein\091023-M$.et �, IOWA CITY, IOWA 24 NEST AES MOINESY MPA Y ki STATE BANK 0 / C) - — 0/ +y d rA fl� /� (D ,W R/W of> _-011[ v- OnE _— _ _- s - - - - - - - - TI �-, - - - - - — - - - - - - OWER L4USCATJNE RQA� - - - - - - - - W- w - - - - - - - - - - - - - N - - - - - y- - - - - N - � / 1 0 PVC TRUSS I - — — — — — — _ — _ — _ — _ — _ _ g — — _ _ _ — _- SANITARY SEWER O _ p — O _._ H/W R/W 0 R/W ., r. - R/, t 00*0Gl _ - 1 / �.. -5�,5-� 54,5• y 3 � � � 3 i _ FEET SORE SYCAMORE TOWN CENTER T LLO CORE SYCAMORE TOWN CENTDr T LLC - VPI 37X0 0 -EIv 69.Z 700 000010 C� 36 a 700 t T NG D PROPOSED C - ( 4} ADWAYY P FILE GRADE W 695 t -Iri6q5. 0.50% 690ooe 688.72 690 -V SON SEWER 7 685 VPI 5+85.0 685 V. - SN -I EXISTI G 12" C AY Len 50.00ft . 680 FL. @ MANHOLE = 67 .36 +/- r 6801 (FIELD VERIFY FL. ELEVATION SN -3 12" P C TRUSS284 LF 4 0.17'/ 675 _ 675 TRU TU tE MH -1 - 48" MA HOL STRUC34 MH -00' 0 „ M N SW STRUCTUREMH-3 TA. 34.60.73, 1.68 L STA. 66.00.. -3 l 48" MA HOLE IM ELE.. = 693 8 E 693.96 .SW TA. 37+ 0.00. 0. 0 RT. 70 L. IN = 677.46 N-2 FLM N '6= SN -3 IM ELEV.= 694. 9. 67 L. IN = 683.36 DROP ELEV. _ (6 9:36) S-7 L. FL. OUT = 677.5 SN -2 OUT 677.98 SN -3 L. IN 688:.21 DROP E EV. _ (6 9.36) S -8 BOTTOM WELL 77.00 TTOM LL = 6 7.48 32+00 +25 +50 +75 33+00 +25 +50 +75 34+00 +25 +50 +75 35+00 +25 +50 +75 36+00 +25 +50 +75 37+00 +25 +50 +75 38+00 PROJECT N8, 09[023 BYE S. SOVERS CHEC6 NO GATE BY REYIBION OEBCBIPild1 LOWER MUSCATINE ROAD IMPROVEMENTS srn-ua�lNss�-pass SXEEi M. PROJECT DATE CAO DATE, 2/16/2012 D3 clErxE3 BY, s. sovERs 110844 AM ORAWN BY. Fot h FROM KIRKWOOD AVENUE TO IST AVENUE SANITARY SEWER S.01 CAO PILES %t\CR\IE\20W\091@3\CAD\Plana\091023-Mi.sht IOWA CITY, IOWA PLAN AND PROFILE LIBERTY GROWTH IV" STTI FS REAL STAT ORPORATION 3 BFLS PROPERTIES LLC Lu Q' /v J —_ — -- O _ - ,.1 O \ \ / �L71l _ — — — T1 O S - _ OSE OHE — OHE ° OHEO San. _ ®— — — HE _ _ — ` an. — — — _ — — a — — _ - n, — - ... �.. W —WER MUSCATINE R — — _ — — — — — — — I I I I 1 I vi I I I /I I 0 — G ASt.S. _ — L7 O - A ®® 1 L1 _ A V 3 \ �p A\ A CO 1 o 60 \ BJS ENTERPRISES LC \ \ IST NUE IPI 43+ 5.00 CONS ION Iv 697. 1 9 700 PROPOSED PROFILE GRADE = 62 - 700 ELEV. +1.12% 695 695 EXIS FING GR UND FL = 63q.74@ \ ROADWAY -_- P..' 690 15 RCTT ST T.[ON 40 69.94- 690 y P1 38+i5.00 :--1 Cil i - 685 685 V b4J.14 43 en 60.( Oft: 1 680 1 680 ' _. SN:- 1 d.: PVC TRUSS 77 LF:: 0.1.7'f.. 675 675 STRUCT RE :MH- SW -301 46" ANHOLE - STRUCTU E MH -5 :SW -301 48".M NHOLE STA. :4 +27,00, 0.00' R STA .:40 46.92,.. 9.66" LT. :: RIM -EL V. = 694.10 RIM:ELE I. = 693.88 670 FL. IN 676,4 SN -5 FL IN- 678.63 SN -6 - 670 FL. OU = 678.5 SN -4 .BOTTOM WELL .= 677.95 BOTTOM WELL 378.00 - 38+00 +25, +50 +75 39+00 +25 +50 +75 40+00 r25 +50 +75 41+00 +25- *50 - _+75 42+00 +25.. +50 +75 43+00 +25 +50 +75 44+00 PROJECT ND: 091023DESIGNED BY: 5. SOVER6 NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 BST W. PROJECT DATE: LYELKED fiY: S. SOVERS Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE SANITARY SEWER S,02 CAD DATE: 2/16/2012 11:18.46 AM awNN Bv: PLAN AND PROFILE CAO FILE: K:\CR\IE\2009\091023\CAD\PIam\09I023-502nM1A IOWA CITY, IOWA TABULATION -O IS I 1• 11 1• 11 1 ®®_ 1 1 ,® 1 ®■_■_■_■_■___ ®_ 1 ®_ 1' ®_■__��__■__. I® 1 t 1 111 110110 1111TRITI "I, 11 11ENEMA 1 MIS��®®��®----_ l III 1111����-_--- 1 11 1111 11 �Illffilll Man1 11 �����----- 11 11 �����----- ®��®®SS�-_,_-_ 11 ®��\_-- offriff,1 11���---_- 1 . 1 mm offism mil 1 11IIIEA����A----- tl 11����----- offman, mil ML=p, MET.1951 11_�__�_�_�_�___-_-_-_�_ II 111w�_---------� wramril 11 1 1 111 ►7os�s��i��i������ moror, 11® morms 1=0 11 11 ��®®�®®----- 11 11-----__---- EMIT Is 1=1 I off.1c mol in 1 11 11 1 1 11 -_------ --_-- 009 11 11 IIIIII-Mrs "I, 0111195T, "i, 1111 1 11 11 11 �����®®------_----------- mmpz.czl "i, W-1 mes 11 PROJECT 0: U91023 DESIGNED BY: S. SOVERS LOWER MUSCATINEI ROAD IMPROVEMENTS G 1 DRAWN BY. FROM KIRKWOOD AVENUE TO IST AVENUE GAO DATE: 2/16/2012 11219:16 AM 1 ' / CAD FIM: X:\M\IE\2009\041023\CAD\Pl�n,�91023.TDI.�t • • TABULATION OF TEMPLATE OUANTITIES AND ADJUSTMENTS 0729 L LI u ] hfm m Swda d Plm RL -IA and RL -IB TOPSOIL CLASS 10 TOTAL, TOPSOIL CLASS 10 TOTAL TOTAL CLASS 10 CLASS 10 ADJUSTED TOTAL SUITABLE FILL STATION TOTAL CLASS 10 CLASS 10 ADJUSTED TOTAL SUITABLE FILL STATION CUT SAVED SUITABLE CLASS 10 FILL + 30% WITH CUT SAVED SUITABLE CLASS 10 FILL + 30% WITH -C CUT TOTAL SHRINK SHRINK -C CUT TOTAL SHRINK SHRINK FRIENDLY 210+81.53 24 II 13 13 11 14 14 MIDAMERICAN ENTRANCE 211+00.00 19 8 11 11 8 IO 10 220+01.0912 q 211+25.00 2 2 2 00 48 3 45 45 2 3 3 211+35.00 220+50.00 43 2 41 41 2 3 3 +7 7 SPRUCE STREET NORTH 110+15.50 MIDAMERICAN/KIRKWOOD +� -"' r-� -= -" i 77 W C: - 70- %_O �...d 110+25.00 IB 5 13 13 6 8 8 160+20.50 9 3 6 6 110+50.00 26 8 18 IB 9 12 12 + 5'0 63 11 52 52 2 3 3 110+75.00 4 2 2 2 I I 1 160+5 61 3 58 58 4 5 5 110+79.81 1 +7 39 5 34 34 5 7 7 161+00.00 5 12 12 8 10 SPRUCE STREET SOUTH +17 21 4 5 6 21 21 120+22.54 3 2 1 1 1 1 1 + 2 2 31 40 40 120+25.00 30 11 19 19 10 13 I3 161+75.00 2 2 42 55 55 120+50.00 17 5 12 12 4 5 5 + 0' 7 8 73 95 95 120+75.00 5 5 5 00 9 9 130 169 169 121+00.00 162+50.00 8 8 169 220 220 +75.0 9 9 166 216 216 HIGHLAND 6 +00. 6 6 86 112 112 125+80.38 25 5 20 20 5 7 7 63+14. 4 5 58 75 75 126+00.00 44 6 38 38 5 7 7 163+25.0 9 9 145 189 189 126+25.00 62 9 53 53 7 9 9 163+50. 8 8 134 174 174--- 126+50.00 39 5 34 34 4 5 5 163+75.0 (•� 8 8 90 117 117164+25. 126+67.13 164+00.0 7 8 38 49 49 15 5 10 10 7 9 -^ SYCAMORE 164+50. 14 2 12 12 1 1 *- 130+83.53 17 6 II 11 6 8 8 164+64. 7 13 2 11 1t 1 I 131+00.00 31 12 19 19 13 17 17 164+75. 37 5 32 3 4 4 131+25.00 42 15 27 27 13 17 17 +0 22 2 20 2 3 3 131+50.00 55 15 40 40 10 13 13 +2 - 131+75.00 72 15 57 57 9 12 12 - 132+00.00 MIDAMERICAN NO 1017 17 83 83 8 10 10 FJ 132+25.00 122 24 98 98 8 10 1D a 3 3 3 132+50.00 98 23 75 75 8 10 10 50 26 24 24 5 7 7 132+70.00 + 75 44 31 31 12 16 16 +7 86 44 42 42 22 29 29 DEFOREST Ing47 62 62 23 30 30 150+48.65 2 2 + 42 81 81 13 17 17 150+50.00 24 6 18 18 4 5 5 .7 41 97 W 9 12 12 150+75.00 20 3 17 17 3 4 4 41 96 96 11 14 14 151+00.06- 34 11 23 23 8 10 10 74 74 7 9 9 151+25.00 26 8 18 18 5 7 7 00 64 44 44 4 5 5 151+49.50 + 37 12 25 5 7 7 +75 24 8 I6 5 7 7 MALL DRIVE +97 170+25.00 47 6 41 41 5 7 7 170+50.00 57 14 43 43 10 13 13 KIRKWOOD LEARNING - CENTER PARKING LOT 170+75.00 53 17 36 36 11 14 14 171+00.00 -35 II 24 24 6 8 8 4 257 171 171 171+18.91 FIRST Y PARKING LOT183+36.02 19 5 14 14 4 5 5 PEARL .0 359 239 239183+50.00 .7183+75.00 35 8 27 277 9 9184+00.00 45 8 37 37 6 8 8 40 5 35 35 2 3 3 ACKS184+25.00 LOT 9 9 9 184+50.170 38+10.0 69 56 56 184+75.00 46 8 38 38 7 9 9 MIDAM PARKING LOT 185+00.00 62 15 47 47 13 17 17 a 1627 1346 1346 9 12 12 185+25.00 45 12 33 33 11 14 14 PROJECT TOTALS ADJUSTED CLASS 10 CUT (ROADWAY) 9,924CY FILL WITH SHRINK (ROADWAY) 5,218CY TOPSOIL STRIPPING 3,584CY TOPSOIL SPREAD WITH SHRINK 3 605CY 185+50.00 B 2 6 6 2 3 3 185+54.37 PROJECT N0: 091023 DESIGNED BY: S. SOVERS NOi BATE BY REVISION OESCRIPTIWI LOWER MUSCATINE ROAD IMPROVEMENTS BATE: AN CNEMD BY: S. SOVERsCAD ORANN Br: #FothSTP-U-3715(837)-70-52PROJECT FROM KIRKWOOD AVENUE TO 1ST AVENUE T.02 BATE: 2/16/2012 11:19:17 EARTHWORK TABULATION SHEETS CAD FILE: %:\CR\EE\2009\091023\CAO\Plam\091023-i01.aM1t IOWA CITY. IOWA \ \ \ FORA&ERA.MYHOOMAS J o \ WILLIAMS FRANK C8\ \ \ O `\"f O 6, \ 0 / + O 6" TOPSOIL AND SEEDING CAP UNIT ADHERES TO TOP UNIT WITH CONCRETE 4 A. 1 ADHESIVE - - �j - - - - - £i - - - - - - - - ,�� o - Y� - - — - - MODULAR CONCRETE (' DRAINAGE - - _ 1 UNIT COMPACTED GRANULAR T1 - - - - - - - - - - - p BACKFILL - - - — - - - - B 2 all 111111 11111 11111 llll� a 3 M111111 U^ CAT7 ROAD 0 LOWER \ w oo SIOEWALKX - PCC �� C J COMPACTED OHF p POROUS \ ° o \ BACKFILL _'��< H6an. an. - - - - - - 6" PERFORATED - - - - - - - - i SUBDRAIN WRAPPED _ Y • odl A, 1 BLOCK 1'.,iOY IN FILTER FABRIC.lille�w R/M ,y BURIED 12" SLOPE DRAIN - WALL NO. I� W - -' _ R/W *are MINIMUM / (I/8" PER FT MIN.) E # - J 75,47WALL - - — - - - STA. 12t 13.88 p EGIN NO. STA. 9+83.43 1 MALL h ENO WALL N0. 3. UNREINFORCED CONCRETE WALL CORNER. 2 i OR GRANULAR y_ 6 EXTEND WALL 1.5'ENT ADJACENT m SUBDRAIN a LEVELING PAD SUBD N d TO \ PLUG el BE o" R A R ST 10+35.38 °\ \ & SUE WA L CORNER. 9,C 'aY 10+23.38 WALL CORNER. EX NO WALL 6.0' ADJACENT TO DRIVEWAY. S \ EXTEND WALL 6.0' ADJACENT TO DRIVEWAY. 0 46 �.A \ STA. 9+87.43�% t� i WALL CORNER. SMALL. DOUGLAS W & GUYLIA O - 0 20 FI TEND WALL 1.5' EET 1 QQ CENT TO STAIRS. / n 00000 TOP OF CAP-TOP 0 CAP Ohl ' OP OF CA ELEV = 91.14ELEV 691.14 ELEV = 69 .47 n'TFINISH GRADE @ FINISH GRADE 0 WALL . 1 FACE OF. ALL FACE OF WALL - WALL :NO. 2 VIAL NO. 2 AREA = 117 SF - WALL NO. 1AREA -297 SF 395 -- 0 OF CAP TC P OF CAP - EY EC= 691.14 ELEV = 691 81 Gqn FINI H GRADE 0 Gn WALL NO. 3... FAC OF WAIL . . W LC NO. 3-AREA = 4.86 3F t25 +SD +75 7+00 +25 +50 +75 8+00 +25 +50 +75 9+00 +25 +50 +15 10+00 +75 If+00 +25 +50 +75 I2+00 +25 +50 PROJECT W. 091023 DESIGNED BY: W. 5. SOVER6 NO DATE BY AEYI610H DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(537)-70-52 4O PROJECT ceECXEO BY: CAD DATE: 2/16/2012 11:19:49 AM ORAUN BY: s. s°vERs *Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD U.Q� LAB FRE, X:\CR\[E\2009\091023\CA°\Plans\091023_II°1sM1t IOWA CITY, IOWA RETAINING WALL DETAILS iw 19 '0 + �• A M] AM RIC ENERGY p K49, dW HESTER F \ 9® + O A O \ Q� +° \\ +CD z 6" TOPSOIL AND SEEDING \ y > o CAP UNIT ADHERES— TO TOP UNIT \ \ < oz�'o MAX. _ — _ _ _ _ _ tt WITH CONCRETE I- _ - _ �T — - - K ADHESIVE - r _ I - _ _ , I Riu Riu ] MODULAR l0 0 DRAINAGE — - Ti CONCRETE 1 COMPACTED - - — - — - - - - — — _ UNIT GRANULAR / BACKFILL San. - San. - _ - — - — - - — — �_ _ _ y — _ _ _ — _ a a - - — - _ G -S-- - > os I PCC 6o9 + 091 510 SIDEWALK �� J COMPACTED LOWER SCATINE ROAD / POROUS z BACKFILL o - — - ,��-0 6" PERFORATED - - - - \ — - — --� SUBDRAIN WRAPPED TE y ' - / _ 1 BLOCK IN FILTER FABRIC. " - Y Y BURIED MINIMUM - 12" mY SLOPE TO DRAIN (1/8" PER FT MINI R/w - - — -- 'S- M \ _ — . - �� - - - - -- - - NH10.-4# 440-.-4# _ _ _ _ _ _ _ — ## —##� / a UNREINFORCEO CONCRETE OR GRANULAR ° BEND O H STA. 18+200 —\ S.25 NO. 4 \� LEVELING PAD BEGIN WALL N0. 4 7 \O \ O I a OSUBDP UG +1 Sq aaV yb \ TVR N \A AR A Ad+ 0 20 FEET y 00,00 PI 71710 7nn,-- CIP �F TOP OF CAP OP 0 EV ELEVTOP 6 6.54 ELEV = G9S.20 III IlliIIIIIIIIHIHIIII, �FINI[S'HII 4 F E OF: M Agn WALL N0. 4. F;qn WALL NJ. 4 AR A 48 SF +75 16+00 +25 +50 +75 17+00 +25 +50 +75 18+00 +25 +50 +75 19+00 +25 +50 +75 20+00 +25 +50 +75 21.00 +25 PROJECT 0: 091023 CESIOMED BY: S. SOVERS MD DATE BY RI III DESCRIPT101 LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70.52 PROJECT DATE: CIECKED BY: S. SEVERS 2/16/2012 Foth FROM KIRKWOOD AVENUE TO I ST AVENUE LOWER MUSCATINE ROAD U.02 CAO DATE: 11:19.51 AM DRAWN BY: RETAINING WALL DETAILS CAO FILE: K:\CR\IE\2009\091023\CAD\Place\09I020_UI IOWA CITY, IOWA o O + N 8 FT SECURITY `, O O CHAIN LINK FENCE I # CAPSTONE (SEE NOTE 31 TOP OF WALL ELEVATION GUARDRAIL BLOCK I—II (SEE NOTE 2) \ I VARIES 3.0' 6.0' MIDAM - KIRKWOOD J — — —— — — — — — — — — — — — tO VARIES DRAINAGE �� COMPACTED \ GRANULAR RETAINING WALL ALIGNMENT Q BACKFILL '\ 8" PCC WITH 6" CURB MID AMERICAN ENTRANCE 3.6` MALL O� ': (REFER TO SHEET BAD FOR TYPICAL SECTION)or CONNECT BATTER\I :.- SUBDRAIN TOP FACE OF RETAINING WALL TO INTAK O yl 00 8 FT SECURITY CHAIN LINK 11Z11111111 — - FENCE. COORDINATE PLACEMENT�, - - — - - - - - - - - - - - - - - - - - `� - - MODULAR BLOCK RETAINING — — LOCATION W/ PROPERTY OWNER _ - O I WALL. HEAVY 00WO KIRKWOOD ENTRANCE I / 1 e F # 6" PERFORATED SUBDRAIN WRAPPED \ s. IN FILTER FABRIC. Sz SLOPE TO DRAIN (1/8" PER FT MIN.) liAll-% • ---�—• Kr s UNREINFORCED CONCRETE ¢ 0 ` OR GRANULAR SUBDRAIN PLUG +� I LEVELING PAD y1 NOTES Z I. CONTRACTOR REOUIRED TO SUBMIT SHOP DRAWINGS U FOR MODULAR BLOCK RETAINING MALL. BLOCK SHOP DRAWINGS MUST BE STAMPED BY A LICENSED ENGINEER. 2. GUARDRAIL BLOCK TO BE INSTALLED PER MANUFACTURER'S a SPECIFICATIONS. TOP TWO BLOCK OF THE WALL SHALL BE p 0 20 Fj EET GUARDRAIL BLOCKS.I E 3. PROVIDE HOLES IN CAPSTONE FOR FOR CHAIN LINK FENCE POSTS.;; I STA. 10 1+92.0 ..... TOPA WALL - 698:87- - STA: 1302-34.0 STA.. 100 +68.0 �> OP OF WA L = 697. 4�--STA 1002-76.86 -_- r,. TOP F WALL = 696.20 ? 695 - ' -J 6o -�-• 690$90 IS 4 i1 895 685 ® GUAR RAIL BLOCKS GRAVITY RETAINIG WAL DUANT. TY 2 57 SF -FT-1 --T TIA 1000+00 +25 +50 +75 1001+00 +25 +50 -L- +75 1002+00 +25 +50 PR DESIGNED PROJECT N0: a91az3 DED BY: S. SOWERS ESIGND Na DATE er REvislaN DESCRIPTION LOWERLOWER MUSCATINE ROAD IMPROVEMENTS g p+u75g7g5637 7a 5p CbyyER ry1U�Cp�IfJE ROAD PROJECT DATE: BY: S. SOWERS Coo DATE: 2116/2012 11.1954 AM DRAWN BY: FROM KIRKWOOD AVENUE TO IST AVENUE MIDAMERICAN- KIRKWOOD U.03 CAU FILE: %:\CR\IE\2009\091023\CAD\Plms\091023-BM.W:t �''"V"'/ IOWA CITY, IOWA RETAINING WALL DETAIL oK LOWER MUSCATINE ROAD LD 6" TOPSOIL AND SEEDING 0� CAP UNIT ADHERES TO TOP UNIT 4 MAX. WITH CONCRETE 1 ADHESIVE- �1- MODULAR o 'O DRAINAGE CONCRETE : COMPACTED UNIT GRANULAR - w N Y o0 BACKFILL 2 11 I II B 8 W I a a > 03: I w PCC o2 SIDEWALK , �l �1-7G-------------- - _-- 1 . I R/VV REMOVE EX ALL 2% �r 1 .° Z of PROTECT RETAINING WALL N ll���nIII BURIED EXISTING STEPS MINIMUM 12" --- — — — — — — — -- 3 I UNREINFORCED CONCRETE-1T OR GRANULAR I I� LEVELING PAD ....... .. ..... J MALL N0, I O CD -- — FACE OF USE RETAINING WALL FORD IVEWAY AT STATION 6+09 --ice W oe '... ..... _. C15 .695 .. _. __.. TOP OF CAP 10P OF CA ELEV = 681:43 - LEV. qp 690 FINIS GRADE4% - ..FACE. F .WALL 85 BOTTOM 0 ALL N0. WALL = 66q.10 .685 1*411111- ' - - BOTTOM OF WALL 668. WALLN0. 4 AREA: 8.8 SF PROJECT HO: 09[023 OESIWEV BY: S. SOVER6 W DATE BY REVISION OESCRIPTI[N LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(637)-70-52 SHEET W. PROJECT DATE: LHELIOiO BY: 5. SOVER6 CC DATE: 2/16/2012 11:19:56 AM DBArM eY: Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD Y U,04 CAD FILE: X:\GI\IE\2009\091023\CAD\Plena\091023_WLaM1t �, IOWA CITY, IOWA RETAINING WALL DETAILS 6 11 10 11 21 11 10 20 30 AID 50 60 6D 5D 40 3D 20 1 0 1D 2 30 4D 5D ED _.. EX. A/W .. 3+50.00 X. R/W -- EX. R/W &K. 16 _ %zX is _ 12' 2.A Agn rgn .6 94.3 1.7x X 2 PROP SED SIDE ALK EXIS IND BACK TO MA -BACK 0 F CH SIDEWALK _ 689.9 -- ----- 700 EX. R - - E%. R N 3+2 .00 EX. /N - i 6. �_ ♦ ] 4] 69 q .G% - - - 691.2 X - - 93.0TM: _.. -rte - r]Agn _ 69 695. X -X00" 9 _ s� ..Aq EX.R/W. 2+00.00 EX. R/W EX. R/W '3+O •0O 69 .44 'Xt R/W - J i -9]J 0.4% 2.0X POOP 510E SED BACK ALK TO MA CH Agn_ -Ago _ _ - EX. R/WEX. 1+815.q 69 .31 R/W �� E%. R/W . _ • 00 6 2 EX. R/W _ 695.E 6 7.6 1.0% 2.0'K IND tE SED BACK. ALK TO MA BACK CH SIDEWALK -... -Agn 2J%' _2 ' - _ _ _ _ u ---� T - -_-- - figo 50 5 4 3 2 1 1 2 3 4 5 6 60 4 3 2 1 1 2 3 4 5 6 PROJECT N0, 09I023 DESIWD BY: PROJECT DATE, CHECKED BY: 5. $OVERS CA0 OAT6 2/16/2012 11,29:49 AM DRAWN Bh CAO FILE: X.\CR\IE\2009\091023\CAD\Plme\v_LMF_VOLfHt IND I DATE I BY I REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SIEET M. W01 60 50 Q 3D 2D 1D 10 2D 3D 40 50 GD 5D 40 3D 2D 1 G 1D 20 3D Q 5D GD + EX R/W X. R/W EX. R/W 681.42 � EX.R/W 68 .54 LX rqxi 4+2 •00.. EX. W EX. W E%. R elof LX H/W 68c.63 +.. t 91.<�n rqnlc_Aqn EX. R/W 68E.76 ARr — 669.1 AlAr AAI; iARS 4+00.00 _ rqi F;qr R4.41 nn E% R/W r s 68c68 x.02 - -2 — — — —AQn \ .98 i _ 3+7 .00; Nk EX R/W AQr or — (— 689.3 - / 604.6 .0% - — - 50 510 40 3b 2b 10 6 1 2 3 4 5 6 60 4 30 2. 1. 1 2 3b 410 5 6 PROJECT DA. 091@3 CliECCEO 3Y: S. SOYERS PROJECT CATS: DRAWN B BY: S. SOYERS CAD Dae 2RB2C12 u:CM\P. -LMR-OY: CAD FILE: %:\CR\IE\2009\091C23\CAC\Pbnv\vlxfl_NOLMt FN -OT -Dore ex REvlslOx OEseRIPna" Ar �O L� T LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 'IST AVENUE IOWA CITU, IOWA STP -U-3715(637)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS - `- W.Q'2 5D 40 30 20 1 D 10 20 30 4 5 D 6 D 50 40 3 D 20 11 20 31 40 10 6 ACID j EX. R/W • 00 EX R/W : F;qn : Ago _ EX. R/W • - 68 .60 '', rlqn rAr 468;.60 xX A 89.6 ARC; r A rl - - 9. . R- __2. 2X r9c; _7 EX. R/W EX. R/W 7+00.00 68;.40 EX R/W! : ..._. ........ Ex. R/W 68E.35 SRI; 66,9,141 / -�- zX— 69.1 rills GAS ._. .._. 67-69. _ _ � zX Q : o :. 1.00 n. EX. R/W _... 6+5 •00: 68;.66 EX R/W EX. R/W + - 681.10 ro EX R/W' 5 EX. R/W + 6 .10 : : EX. R/W + 68 .85 rAl; AR5 AR.; ilk %I,, « rl 85 1 60 50 1 60 50 4D 20 1 6 lb 2 3b 4b So 60 4ND 30 20 10 6t 20 30 4 510 60 PROJECT DA 091023 DESIGWC BY: 5. BDYER6 PROJECT DATE: CHECVEO BY: 5. SBYERS CAD DATE: 2/16/2012 11:20,51 An DRAVN fir: CAD FILE: x:\CR\IE\2D09\091023\CAD\Plein\n1RR_VDLeAi 2/o BATE Br REVISION BE6p11PTIBN Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715637)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS W•03 50 40 3 D 20 1 D 1 D 2 D 3 D AID 51D 11 60 5 D 40 30 20 1 D 10 2 3 D 4 D 5 �.+ O EX R/W, _ EX. R/W 13 + O.O EX R/W X. R/W fign2X 68c �ry0 .6 n!rqn 692,0 C90 1. 9 X— �' 44 ] JFO _. -- EST DIICT _... + EX R/W. EX. R/W 13+ 0.0c EX. R/W \ 68 _.....u. .35 4 I 692.1 r 000, s- — c° « 2:B'X — —y D• •• _.-. J — ARS 69J NkL cat; o _ .EX R/W. - EX. 12+ 0.0 C-)rr tJ - _ EX. R/W _687c.10 .qr— oo�1 Ago ARS _ 9.2 Agr NIS j - EX R/W- 12+C0.0 EX R/W''. X. R/W EX. R/W _. 68 .BMJ - 691:1 �` - a c 2 X 692.2. ZaP<� -. _ - - _ _ _ 6 5 4 3 D 2 10 11 20 3 4 50 5 4 3 2 1 10 2 3 4 D 50 6 PROJECT N0: 09I023 OESIUED BY: 5. 30VER3 PROJECT DATE: CNECXED BY: 5. 30VEP5 CAD DATE: vlsizalz u:znsz AM DRAW BY, CAD FILE: X:\CR\IE\20W\091023\LAC\Pleur\v_LRR_YOl.lhI NO GATE BY IIEY1310N 0E6CRIPTION Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP.U-3715(537)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SNEEi W. W04 5D 4 D 3 D 2 D 10 10 20 30 40 50 6 D 60 50 4 D 3 D 2 D 10 11 1 D 2D 30 4 D 5 15+-O.p 69 96 *00 EX R/W: EX.R/W 17+ 6`92.60.. 0.0 _05� ACIn'_ — `y__. z• - - ........ ..._._ s93. zz 2.02 SOV Si IXICT clsry Gi EX. R/W 1GJ+ 691.35 0.0 EX R/W. EX. R/W 1 7 .492.35 0.0 l'. q,l ;qn rqn 2% - 2.OR. 2.0% '. CFOV SOV T DUCT ST DUCT EX. fl/W00000p,14 .+ 0. .0 EX R/W. EX. R/W I 1 "691- 69 0..0 .10 EX R/W _... X. R/W . 6 2, — . T. g.AJ 91.] ;1 \qn 692.]' 22. 92.6 rF;qn. f;qo _ _ ------- x - Ow OWE T DICT r.ST DUCT EX. R/W 14+ 05 EX R/W EX. R/W 16+ 69 1.85 0•:0 EX R/W -:.... Agn — _ ♦ 2x _. /'L--� 91.3 2.0% —A �0 IFIT DUCT 1 610 54 3 2 10 6 1 L 210 4 5 GO 60 50 410 30 2 1 1 20 3 4 5 PROJECT NO: 091023 DESIGNED BY: 5. SOVERS PROJECT DATE: CNEO(ED BY: S. WVERS CAO DATE: 2/16/2012 11:20:53 AN OF N 6Y: CAO FILE: N:\CR\IE\2009\091023\CAO\Plan\v_LMR_MOleht NO GATE BY REVISION DESCRIPTION �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET NO. W.05 50 40 30 20 10 0 1D 20 30 4D 5 510 4 3 210 7 1 26 3 4 5b L PROJECT NO: 091023 OESIDNEO BY: S. SOVERS NO OAiE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SHEET NO. PROJECT DATE. CI£CKED BY: S. SOVERS CAD DATE: 2/16/2012 II,M" AM DRAWN BY: Fot FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD IMPROVEMENTS W 06 CAD FILE: K:\CR\IE\2009\091023\CAONPI•m\m_LMR_WOI..e t IOWA CRY, IOWA CROSS-SECTIONS EX R/W. EX. R/WAgo 69 •-, .99 — Agn : ry 7nf) 1000 EX. R/W lomc . o0or69 .47L J: Ago . ;'1000 _ r _ 7001 + EX. R/W 69 .10 Ago Gqo + .. EX R/W: " 69 .85 1- -- --X — z. — ..z a : 693.1 _ Agn 510 4 3 210 7 1 26 3 4 5b L PROJECT NO: 091023 OESIDNEO BY: S. SOVERS NO OAiE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(637)-70.52 SHEET NO. PROJECT DATE. CI£CKED BY: S. SOVERS CAD DATE: 2/16/2012 II,M" AM DRAWN BY: Fot FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD IMPROVEMENTS W 06 CAD FILE: K:\CR\IE\2009\091023\CAONPI•m\m_LMR_WOI..e t IOWA CRY, IOWA CROSS-SECTIONS 240 230 220 2 0 200 190 ISO 1 0 160 150 1,10 130 120 1 0 100 90 S D 70 60 5 D 40 30 2 D 10 11 1 20 3D 4 D 5 EX.R/W _1,,.,F, 0...0 -. 2117 _.. OMEST DUCT �- r 700 2.1 z _. .ABANDON OWEST T 00000 700 _. 20+!E0.00 6 -. 44 az - 696.0- Gqo %L A8ANDDN OWEST OIIC /00 - -OFFSET; 5796 LEVI 695. _ 2 69 •51 696.] �— figli IEVE�668 125 A 690 AIDON 20 70 60 50 46 20 20 20 20 1 0 100 1 0 1$0 1$0 140 130 1 0 110 100 90 80 30 20 10 0 10 2 36 4 6 50 PROJECT NO: 091023 DESIGNED BY: S.SOVERS PROJECT DATE. CHECKED BY: S. BOYERS CAD DATE: 2/16/2012 11:20,55 AN DRAWN BY: CAD FILE: X,\CR\IE\2009\091023\CADVI.e \n_LNR_WOIeM NO DATE BY REVISION DESCRIPTION TT �O`� LOWER MUSCATINE ROAD IMPROVEMENTS TFROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U3715(637)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET NO. W.07 6 D 5D Q 3 D 2 D 1 D 1 D 2 D 3 D 4 D 5 D 60 6 D 50 40 3 D 2 D 1 D I 1 10 2 D 3 D 4 D 50 60 - ~ .._ EX. R/W 3+ O..O _ - R/W O •IO El. R/W ACIR— --- — –. ciu –. 69 .24 v 9I 9 x 2% \ - ADIS -7 .._ _.OMEST .T... OwEST DUCT. ...tom j:IRKWOOD PRRING LOT EX..R/W. _ 3'+ O..O R/W 00000,-0 5+ O.O R/W _? _ Mill __ —_ —2 2 694.65 _ — 1' oor _.. _OwEST. OwEST ULT EX.A/W 2.+ .. O.O _ X. R/W _ EX. R/W 24+E O.00 ...E .R/W 700 F;qr_ _ -- -- --- 2.% 2 �,000_ -- -- 14 2% _ 69 .74 S_ — — -- I I - ABANo �OwE6T T L. OwEST T '. 7nn it; EX. R/W 2.#... O.OC 7nn 70n E W 4 + O. O E . R/W rqq 4X. C; ABAND N �UMEST DUCT 1 60 50 50 4 30 2 1 1 2 4 5 6 40 30 20 1 1 2 3 4 5 6 O I PROJECT ND: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CNECKEG BY: S. SOVERS c.AO DATE: z]Is]zolz IIao:6s AN DRAWN Br. CAD FILE: X:\CR\IE\2009\091023\LAD\Plana\v-LHR w01.,ht A4) DATE BY REVISIW DESCRIPTION F0th LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CIN, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET W. W.U8 50 AID 3D 2D 10 10 2 31 AID 11 ID 50 40 30 20 10 G ID 2 3 4 5 60 inn EX. R/W 7+ 0.0 E .R/W EX: R/W 9+ 69 0.0 .54 E . R/Wt lion -..T rt. 2. 2X t 2. % 2 X P - YR : T;w AEMON 0 A T 4FOVES DUCT inn py p/Wl /:+ 0.0 E .R/W inn innw 9+ 69 0..0 .63700 E .R/W rqrl,TOP CON ECT TO F CURB 2X. 1\_ 2. 6q % — .64 2 q 96.6 — _ — — Agr 100- =DE2. /. 2 X t.. -.....—. —.._ — _, — 691.3 _ T DUCT — _ : : rqn '4000000 — 695.2 OMEST Ci �.. 011E - inn EX. R/W 26+50.00 _ .164 inn L inn EX. R/W 8'� 69 Oro .39 E . R/W 00 69 .39 c — — — --=j_ — -r g -�-- _ 95 — — : MANGO LOWEST T ...BOWES DUCT_. oelor 6+ 0 inninnEX.R/W 69 4 1 inn A.2X 1/ X I cr - _ 6 5.2 6%.3 _ - - - 695.1 COYEST DUCT BOWES DUCT. 10 20 30 50 4 3 D 2 1 1 2 3 4 D 69 1 60 50 40 30 20 1 40 50 6 PROJECT NO: 091023 DESIGNED BY: S. WY RE PROJECT DATE: OF NEO BY; S. sOVERs CTO DATE: 2/16/2012 ILCAD\ AM -LAWN BY: CM FILE: %:\CR\IE\2009\091023\LA0\Plan\xa1MR_VOIeNt NO GATE BY REVISION DESCRIPTION fO�� W LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CTY,OWA STP-U-3715 637)--70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS sNEEi "°' w,Q9 5D 43 3D 2D 10 10 2D 30 4D 50 GD 60 50 Q 3D 21 2 ID Q 11 10 7nn EX R/W 1+%. .O .. . ...... ....... EX. R/W I+ 694.54 - A OVE - BANOON WEST OULT T BOLT EX: R/W 1 + 0.00 E69 . R/W _ R/W 3+ 0 O E . R/W _ _7: 9Inn I rqc; —.. IX 4% _2. %....... .79 2 % 66 :— _ _.696.. -.0 eqn T 69 .79 �• 2% _ _ --- fig OF OWE Ago WEST &XI _. STDUCT ?nnE%: R/WE;q Off+ 0.00_32 EX. E . R/W7nn E%. R/W 0�0 E . R/W % — -- -- 5 69t U4 4 -- --T CIS; ..ABANDON AB �OW ... BWEST OUC NOON. ST WCT 7noEX. R/M O.+ 69 Oco .29 - E . R/W - 7onEX. W 2+ G O.0 E . R/W — T— —._ 2. % .29 9 __ __ _CQr -- �O 71=5T- ESSTT OUCT 4b 30 2 lb 0 IV 2b 3b 4 5 60 60 50 40 30 20 1 10 20 3P 4 5 PROJECT NO: 891823 DESIGNED BY: S. SOVERS PROJECT DATE. CHECKED BY: 5. SOVERS CAD DATE: vlsrzelz u:mse AM DRAWN BYEl CAB FILE: %:\CP\IE\2089\091023\CAD\Plain\n1MR_WDLaht NO I BATE BY REVISIIXI OESCAIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY. IOWA STP -U-3715(837)-70.52 LOWERMUSCATINEROAD IMPROVEMENTS CROSS-SECTIONS SHEET �' W,� 0 5 D AID 3 D 2 1 10 20 3 D 4 D 50 60 50 AID 3 D 20 1 D 1 D 5 69 •' .54 7 EX. /w X. Rfw 69 .19 EX. /W Aqn.OwEST J - -N"�a 644.7 OVEST M 2. — — ABA T CT 69 .79 x. R/w 69 .94 Ex. /w gqn i 7 OVEST 0JCT - 0 ABAIAIOIN \e000 moi. N?n n r1 r c 69 .04 E . R/w — X. R/w = 69 .69 Ex. /w —_ Ism L—_ - ABANpON X x 1.0.� —rl Aqn'44+C �0rqn EST T . - --7 6 69 .2 E . R/w 69 U.UL .45 Ex. F /w L- jFA OWES 7. oml 0 T 50 40 30 21D 110 0 ilo 210 31D AI 5 40 300 10 20 30 40 510 610 PROIEDT W. 891023 DESIGNED BY. S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAB DATE: 2/16/2012 11:20:59 AM DRAWN BY: CAA FILE: K:\CR\IE\2009\091023\CAD\Plein\AVLMfl Y01.At No DATE By 1 KEVISION DESCRIPTIDI */Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(837)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET NO. W.11 4D 3 D 2D 10 7 D 2 D 3 D 4 D 5 6D 5D 4 D 30 2D 7 D I 1 10 20 3D 4 TOR CT TO CURB Ex. R/w 69 .72 EX. R/W' L.„, 690 614.3 x --- T — �- t _ 69 .29 a £ _ X. R/W 69 .47 Ex. /w t :A x 2 ^ 1 89 r — — — — a 6q4.30 � ABANDON OWEST EUCT Gq% X. R/W 69 .57 E%. /W — _—_ T --c x. R/W 69 .21 Y -- — 69. 2x _ 2 6 '1 — ABANDON OWIEST MET go or 700_ 7 '.. X.R/W 69 .02 EXIST. RETAINING WALL\Tc T TO CURB E%.R/W 691-96 E R/W 690— — LT— L 2. X _ — 4.8 _ — — _ DwEsr T 5 D 4 3b 20 110 1 4 6b 50 4 30 2 1 0 10 2D 4 5 PROJECT N0, 091023 CHECKED Y: S. 50YER6 PRaJECT DATE. CMECKEO BY: 5. SOVER6 CAD DATE: 2/16/2012 11:21,00 AM DRAWN BY, CAD FILES XACN\1E\2009\091023\CAD\PlA \n-LMR-WOI.e t NO GATE 8Y pEYI6IR1 OERAIPTIOH Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS AEET N0. 00.12 50 AID 30 20 1 D 20 3 D 4 D 5 D 6 D 6 D 5 D 40 30 21 1 2 3 D 40 50e- � 60 0 7nnE%. R/ 43+CO.00 69 .35 I X. R/W s N CT TO OF PARKI EDGE' LOT �• 2.1 Oc 2 2X E%. R/ �j, 56 0.00 - X. R/W -73 c E%. R/ 2.j+ 0.0 70 X. R/W Ion % X >- - 4+ 69 0.0c .82 I X. R/W L - 2+ 0.00 1 X. R/W \7ml* figs T C or Or LOTD 2% A r< 00r, 19 EX. R/ 4 + 69 0.0 .02 X. R/W L -CON A000 ECT T CE PAW EDGE LOT 2.1 rA 2 2. P % _. 000010 69 .67 g _.-_- 69 0 O X. R/W _ CONNECT TC OF PAMKI EDGE LOT —T % 2 X A 2[ 4 2 10 11 1 4 5 5 4 310 2 1 1 2 310 410 W PROJECT NO: 091023 OESDG D BY. S. SOVE" PROJECT DATE: CHECKED BY: 5. SOVEPS CAD DATE: 2/18/2012 11:21,01 AM DRANN Br: CAD FILE: %:\CR\IE\2009\091@3\CADAPIam\xa.LMR-VOLANt NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP-U-3715(837 70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROS 4RT W. W.13 GD 5D 40 3D 2D 1D ID 20 3D 4 _ eatl 00000 C1 f . - LJ. X R/ 6+L.77 69 E.R/W CONNEC TO FRONT nn .000 —T %.6 2.0X •A— 696. — EX. R/ 6+L.958 69 X.R/W CONNEC TO FAONT 0 000 OFT 700 figs; 6%.6 rm oor EX..R/I I 5+ 69 O.O .40l X. R/W C TO FRONT r q— -—T %.2 XI T. SIDEW& — 4 2D 1 10 4 PROJECT N0, 091023 OESISNEO BY: S. BOYERS PROJECT DATE, cNECREo Br: s. sovERs CAD DATE: 2/16/20122/16/201211,21,02 AN DRAWN Bx. CAO FILE: %:\CR\fE\2009\091023\CAO\Plena\n.INR_Y04aM1t ND DATE BY REVISION DESCRIPTION ` F� v LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715�837�-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS 9EET 60' W ,14 60 50 40 3 D 2 D 10 1 2 3 4 5 5 4 3 2 1 1 2 3 4 5 D 60 EX. R/W FRA _ KLI + STREET A H T T —i--- .692. 68 .51 0 , 1 — — --- -- — All 7nn fiqc; - _ 0'+ 5.00 . Q 2 R w rqn ` - - EX. R/W 62 E rqn — 9 Ao 000000 EX. FAR 70+IE 69 0.0c -96 EX. R/W 1 '0000c 68E.05 rqn Aqn roz — _ — _6tI.7 EX. /W R/W 70+ 69 55..I9Agg; .00R/W EX. 68E.85 693. 11692. -- �'— — s— EX. /W 0+ 7.21 EX. /W > 68c.76 — _ 6q;.64 R/W -T 0.68 0.68 0.2•r. i 5 4 31D 20 1 10 3 4 510 6 50 40 3 2 7 1 2 3 4 60 PROJECT NO: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERs CAD DATE: 2/I6R012 11-22:19 AN DRAWN BY: CAO FILE: X:\CR\IE\2009\091023\CADWI.\.. S NO DAiE BY REVISION DESCRIPTION 77 Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637 -70-52 FRANKLIN STREETWSHSTREET CROSS-SECTIONS V0 X.01 5 4 D 30 20 1 1 2 3 4 5 5 4 3 2 1 1 2 3 4 5D 60 T T TH T T T 9+ 5.0 Agn EX. R/W EX.R/W 68. .50EX. R/W F - _ M1 688.8 2.0% 5R a'/. 2 Al 688.8r - co } 1(� fn Bq+IE 0.00 rqrF EX.R/W EX. R/ 68E.80 EX. RIW _ _ _ _ _ c 9Agn S 689.0 a .�% .5% a• 688. 9 5.0 fiq 45 +ADIS 91. 1.2% 1.18 91.- _ --Aq Ago i_ F / a _j 68c.45or - - EX.R/N... 9+C 0.0 691.24 EX.R/W 1 _ X. Riw figs 5'..+ 0.:0 1691. 691.]'..Agn r,qn 681:.73 X4 rqn '.L --. - _ - --_ --- 6 .2 rqq ..._ 5+ 0.0 EX. R/W _ EX. R/W 8.+ 6.9 69 .66 EX. VW _L gqn_ _- 68c.68ACIA a 2 - 7�5 - �, rqn - 692. 692.0 5b 40 zIu 1 1 2 D 3 4 510 6P 50 4 30 20 1 IQ 10 2 30 40 510 60 PROJECT im: 09[023 DESIGNED BY: S. BOYERS PROJECT CATS, 'NECKED BY: S. BOYERS CAD DATE: 2/16/2012 11,22Q0 AM DRAWN BY:N17 CAD FILE: %:\Ce\IE\2009\091023\CAD\Plain\,u_SIOEROA05_%OLaM1t NO DATE I BY I BErisim DESOR PTIOx Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROMKIRKWOODAVENUE TO"ISTAVENUE IOWA CRY,IOWA STP -U-3715(637 -70.52 PINE STREET NORTHIPINESTREET SOUTH CROSS-SECTIONS SHEET N . X.0.2 5 D 40 3 D 20 1 D 10 20 3 D 40 5 D 6D 6 D 50 4 D 30 2 1 10 2D 30 4 D 5 GIN1 ER AVENUE FRI NDL AV NU 01+10.0 Agn _fign _ _ CD _._ �r 71t _• ilk 101+00.0 ...j °1 AgO Age; + 50. 692.26 } '.. fi Ago EX.R W EX R/W _...00+ 5.0 Ex R/W. fign_ _ -. - - — 692. 692.4 _ -- -- 11+ 5.0 69 .29 AIRSt rqn V rqnl1040 kk EX R/W 00.+. 0.0 691.72 - E% R/W _ f%.R/W Ex: /W 11+ 0.01)EX. 69 .38 /W r--- - -- �. T— 692.1 1.9X... .3% 92.9. — �. �.— 69 A. 2% .5� 42 - L % 1.3X 4%- R3. '.. IIIIIIIIIIIIIIo 700 EX R/W - _00.+ 5.J 69 .85 EX R/W. _ figg; EX. 31W E . w 21 10+ 1 .5 692.45 — — — .SX.... ...179'4'- 1:3R_6 z•4 2.6 1.6 X , zX •` 69 .6 _ Agn 1 610 5b 4b 3b 20 10 0 10 20 3 4 5b 6b 60 5 40 30 20 1 112 3 4D 50 6 PROJECT NO: 091023 DESIGNED BY: S. SEVERS DATE. CHECKED BY: S. SEVERS CAD GATE: 2/16/2012 11:22:21 AM DRAWN BY: CAO FILE: X:\CR\IE\2009\091023\CAD\Plain\n_SIDEROADiKOl.a t NO DATE BY REVISION DESCRIPTION �0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-7052 GINTER AVENUEIFRIENDLY AVENUE CROSS-SECTIONS !HEE.PROJECT 6 D 5 D 40 30 20 10 1 10 20 3 D 4 D 5 D 6 D 6D 5D 4 D 30 20 1 7 D 2 31 4 D ID ID SPRUCE STREET NOF TH SPRUCE STREET SOLTH EX. R/W __.. p 10+79.81 1 EX.'. R/W figs ;;qr,g 121+130.00 69 . 15 '.. - L— .4 : _ --- - _r _ ioll '.. EX. R/W _.. 10+75.0 EX. R/W rqq figs 5.013 6q2.520 ��7= Ago —I_ OR 1.4X 2.0% X Ego e .OX L X - • - r x -+l , EX. /W : 12u 69.2..03. GqR EX. _10+ 0.0 EX. R/W : - 000 _ 2X 91. _ 4% 1.3X 1.5% _ f;qn _T fign 91.2 1.1Y. .6X 691. • 69 .64 EX. R/W : EX. R/W - 10+ 5.0 691.. 1 L6G -.)Z T — —- rqn — —:. — � --�— g r • 0.5'6 .SX . — —_ _ rqn ''. '. : : 10+ 15 69 .2 -J 69 .7o EX. R/W EX. R/ Aqn v c n � 691. 4 Y. Nz" L6X 0.6% - can 40 30 20 10 60 5 4 3iO 2 110 10 2 30 4 SO 6 6 50 1 20 30 4 5 PROJECT N0: 091023 OESIONEO BY: 5. SOVERS PROECT BATE: CHECKED BY: S. SOVFAS CCAO BITE: zAls/zolz Ilaz:zz An DRAWN Br: CAO FILE: X:\CR\IE\2009\091023\CAO\PI...\v_SIDEROAM-XCI. Ft NO DATE BY REVISION OESCRIWION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70.52 SPRUCE STREET NORTHISPRUCE STREET SOUTH CROSS-SECTIONS SYEET W. ,1 X.UY 66 5 4 3 20 10 1 2 3 40 50 60 70 80 130 100 1 0 120 1 io 140 iso PROJECT NO: 091023 CHECKED BY: S. 60VER3 Aw DATE ar nEvislox DEsrniPnox Foth LOWER MUSCATtNE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 CAD DArE: DRAWN ev: s. savERs MIDAMERICAN NORTH ENTRANCE CAO GATE: 2/16/2012 11:22a3 An DRAUR er: FROM KIRKWOOD AVENUE TO 1ST AVENUE X,Qrj CAO FILE. Xe%CR\IE\2009\091023\CAO\Plans\.zSIDEROAW_%OI. ht IOWA CITY, IOWA CROSS-SECTIONS 60 5 4 D 3 D 2 D 10 11 10 2 D 3 4 D 5 D 60 70 80 90 100 110 1 0 130 1110 150 700 4.01 +25.00 69....30 OFFSET, 139 9 _.... 69 •26 LEVE 69� 4.2J _ A1•_ _ __ "7D' 69 .82 F FSET: 12 .35 _ LES: 694.7�. :+ T 69 .76 _.__. OFFSET'?B';" % ELEVt 4rri — — 694. '..ppf u c Uli • 20 crQr 69 .19 66 5 4 3 20 10 1 2 3 40 50 60 70 80 130 100 1 0 120 1 io 140 iso PROJECT NO: 091023 CHECKED BY: S. 60VER3 Aw DATE ar nEvislox DEsrniPnox Foth LOWER MUSCATtNE ROAD IMPROVEMENTS STP -U-3715(637)-70-52 CAD DArE: DRAWN ev: s. savERs MIDAMERICAN NORTH ENTRANCE CAO GATE: 2/16/2012 11:22a3 An DRAUR er: FROM KIRKWOOD AVENUE TO 1ST AVENUE X,Qrj CAO FILE. Xe%CR\IE\2009\091023\CAO\Plans\.zSIDEROAW_%OI. ht IOWA CITY, IOWA CROSS-SECTIONS 60 54 40 310 2 i 1 2 3 4 5 60 7 8 9 1110 1110 120 1 0 1,10 ISO PRWECT n0: 091023 OESIO D BY: S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER ROAD IMPROVEMENTS STP-Ua715(637F40-52 SHEET NO. PROJECT DATE: CHECKED BY. S. SOVERS 11 4. Foth RKWOOMUSCATINE FROM KIRKWOOD AVENUE TO IST AVENUE NORTH ENTRANCE X. 06 CAD DATE: 2/16/2012 11:22:24 An DRAW BY: figs CROSS-SECTIMIDAMERICANONS CROSS-SECTIONS CAO FILE: X:\W\IE\0009\091023\LA0\Play\ua_SIDEROADS_XDLMt J IOWA CITY, IOWA 695 02+75.013 687.75 888.4 lz X + n 681.95 c - Agn _ 6 49 692. _ c fign_ I. + 68 .39 _ 0 E FT 95.9 EV: F;qr 01+75.00 figs _— SET: 97. 1rqn ''. f .02 2. X — — _lo _rqnl 4 0 + 04x0 691.33 _ _ _ 690. 4A 2.0% 50 40 310 2b 1 10 20 30 4 50 60 710 80 90 100 110 1 0 110 140 1 w PRWECT n0: 091023 OESIO D BY: S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER ROAD IMPROVEMENTS STP-Ua715(637F40-52 SHEET NO. PROJECT DATE: CHECKED BY. S. SOVERS 11 4. Foth RKWOOMUSCATINE FROM KIRKWOOD AVENUE TO IST AVENUE NORTH ENTRANCE X. 06 CAD DATE: 2/16/2012 11:22:24 An DRAW BY: CROSS-SECTIMIDAMERICANONS CROSS-SECTIONS CAO FILE: X:\W\IE\0009\091023\LA0\Play\ua_SIDEROADS_XDLMt J IOWA CITY, IOWA 5 D 4 D 30 2 D 1 D 1 10 2 11 4 56 D 5 D 40 30 2D 1 D 1 20 3 D 4 IG LAN AV NUE 26+67.13 6q6.28 E ffigs-- L. _ _ - - }X - - - J 26+1-000- 69 .63 EX. R/ 1 I 695 Ilk 7n% inr 14, 700 000000 26+ 5.0 EX.R/W -- -•rrn :.i '0100 000� IE%. F /W • EX. I /W • 4 r _— MI AMRICNNRT ENRANE ACIS fign 2.02+97.44 68;.59 - ------ 668.2 � 6 .4 — - _.. E%. ' ' 69 .45 EX.R/W 698.6 698.8 431D 20 1 111 1110 4 60 50 40 1 10 30 46 5 PMEC] ND: 091@3 CE61ONE0 BY; S. SOVERS PMECT DATE, cnRrxED er: S. s6vERs CAD DATE: 2/1612D12 ua2.25 AN DRAWN BY: CAD FILE: X:\M\IE\2 \nTO23\CAO\Plamb:v51DERCAD6_XOI.M1t No DArE 6r REnsIDN �uRlPnax Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(637)-70.52 MIDAMERICAN NORTH ENTRANCEIHIGHLAND AVENUE CROSS-SECTIONS sIEEr NO. X'07 PROJECT N0: 09[023 DESIGNED BY. S. SOVERS PROJECT DATE: CHECKED BY: S. SOYERS ce0 DATE: znfinolz 11:22:2) AM ORAVN BY: CAD FILE: X:\CR\IE\2009\091023\CAD\Plain\aaS10EROADS-XOI.9t 50 4 D 30 2 D 13 01 1 2 30 4 D 5 6 D 70 80 80 70 60 50 40 30 2 D 1 D 1 D 20 3 D 40 62+ 0.0 6 1 R 0.0 TAI�NG AM L Co X u; m 70f) rlQlZ Ar; 700 fig% .02 2.OY .OX 2.Aqr OX - - - - - - -_ i 7=== 17 Agn 60+ 5.0 161+75.0sg -- ---- —� 696.z r - - - 7n _. R 2.02 2.02 2.02 ml 7nn 60+ 00 110 -- - X696.. 696.6 61 +50.0 8 160+275.0 r 2.0g .02 -- -rt3 -4] - - - _ --- _ 60+0.5 7nn zoo 61+5.0 a Agr —� .0%_ - --- — - -- PROJECT N0: 09[023 DESIGNED BY. S. SOVERS PROJECT DATE: CHECKED BY: S. SOYERS ce0 DATE: znfinolz 11:22:2) AM ORAVN BY: CAD FILE: X:\CR\IE\2009\091023\CAD\Plain\aaS10EROADS-XOI.9t NO DATE BY I REVISION OESUIPTION Foth DOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 MIDAMERICANWIRKWOOD ENTRANCE CROSS-SECTIONS SNEEi NO. X.08 60 5 D 43 3 D 2 D 1 D 7 D 2 D 3 4 D 5 D 6 D 6 D 5 D 40 30 2 D 10 0 1 D 2 D 30 40 5 7 163+50-00FACE 0F 700 - 694.82 BUILDING -. SEE 5 ET U.03 FC q— — —. MIAINI MALL CA695 ETAIL u 690 62+ 5.0 I SEE SHEE U.03 FOR _.. RETAININ WALL CAPrg.; __ _..... '] DE 9 — 63+ 5.O 2.06 2A6 -- 7007001 - SEE SHE .O FOR 69t. 17c RET IN MAL CAP. — _ _ TAIL '�`'- — _ - T-_ _695 - _. - - - urqo 2.06 2.06 f690 rn 62+ 00 7QnNk : r , IRKWOOD P RKING LOT NTRANCE SEE SLEET RETAINiNG U.03 FOR CAP _.. 6 �] + J3 J "T 6 SEE SHEET L.1 DI 2 .06 2.02 -- — - • 7001 SEE MEET U.03 OR 29.4' - _...BETA NING'WALL :AP j DETAIL — —_ u -� 2.D6 .Df;qn6 - - - - .- s 7nn 162+';-15.01)' Ion E SHEET .03 FOR TAINING LL CAP--- A . '. DETAI z.Dz z.D6 1-2_ 700 1 63+ 0. 0... 700 SEES ET U.03 ETAI INSWALL P / DETAIL u -1 i 2.0% 2.02 ; — _ - - - - - 6951 nj ---- - IS 690 IS / 30 610 51D 40 3 2 110 110 20 30 50 1 16 50 40 2 1 10 2 3F410 5 6 PROJECT Ill: 091023 DE516NE0 Br: 5. MTLI NO GATE BY 140 REVISION DESCRIPTION LOWER MKWOO NE ROAD IMPROVEMENTS STP-U-3715(637)-70-52 SHEET W. PROJECT DATE: cxECXED Hr: s. sDYERs Roth FROM KIRKWOOD AVENUE TO 'IST AVENUE ENTRANCE X-09 CAO DATE: 2/16/2012 11:22:28 DRAWN BY; CROSS-SECTIONS CROSS-SECTIONS CAO FILE: X:\LR\IE\2009\091023\CAO\Plana\aa SIOEROA05%DLSNt w IOWA CITY, IOWA 5 D 4 D 3 D 2 D 1 D 1 10 2D 30 AID 50 6 D 60 50 40 30 2D 1 11 10 3 D 4 700., 700 64+ 0.01)- 69 .53 r 690 — --- - ---5 C3 _.._. 65W, 2 0. 115 6951 1 1 695 0010 7nn690 Ion Y sY _ — — 690 164+25.00— !EE SHEET t.03 FOR 692.35 pETAI J — *00 .aY 0.7Y 6933 165+100.00 Agn 695 ------ 690 9 < 690 BUILD] 69 .33 E S1EET U 03 FOR — _ — — — — TAINING Y LL CAP figs j 2.0% 1.7% a Nkk s;qn ;;qn 695 164+75.01) rqn qrt 695 �. _ _f fiqo — — A=. 2A/ 691 7 69 .20 BUILDI NORTHKIRNWOOID SE _._.... KING LOT ENTRANCE DRIVE + 64.07 RE SHEET U. AINING MAL DETAILfig% F011 CAP — — -- — — — — 695 TN9 4 6951 - 2. Y -�•� 691 50 40 30 20 10 5 43 D 20 110 1 40 16. 0 10 20 3 4 510 PROJECT N0: 091023 CESIGIEO BY: s. SOVERS NOT 1Ki DATE BY REVISION OE6CRIPiION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715�837�-70-52 PROJECT METED fir: s. sovERs CAD DATE: zns7zOJz uaza9 AN ORAYN BY: Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAMERICANIKIRKW00D ENTRANCE x.� 0 CAO FILE: X:\CRVE\2009\091023\CAO\Plwis\.s.Si0ER0A00_1O11.ti,L IOWA CITY, IOWA CROSS-SECTIONS 5 D 4 D 3D 2D 7 D 1 10 2 D 3 D 40 56 0 6 D 50 40 3 D 20 1 1 1 2 3 D 4 IDA ER CAN ENTRANCE S CAM RE STREET ER. R/ 131+0. 69 .70 X. R/w _ t o 695 5 681.63 5 Cl Xr MR r 705 . R/ j 69E.04 X. R/w 700 20+ 69 0.0 12 < 2x 95 8.3 SIin 100 EX. R/ a 'Uli 691.26 I X. R/W 694 71 9Ag X o2 2X pr wl 7n� NL 7nr I 220+0 1.09 TOO 7nn EX.R/11 'JuI 69 .38 X. R/W �I �t 3,3Z 131 x 5b 4b 3 2b lb Q lb 2b 3 D 4 D 5b 40 30 2 1 D 1 2 30 40 5 60 PROJECT NO: 091023 OESf(lE0 BY: S. BUYERS PROJECT DATE: CHECKED BY: 5. SUERS CAD DATE: 2nsi2012 11:22,30 AN DRAWN BY: CAD FILE: N:\CR\IE\2009\091023\CAO\Plans\v.SIDEROADS %OL. t NO GATE BY REVISION DESCRIPTION � Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY. IOWA STP -U-3715(837)-70-52 MIDAMERICAN ENTRANCE 1 SYCAMORE STREET CROSS-SECTIONS SHEET M. X.11 GD 5D 40 3D 20 1D 10 2D 3D 40 5D 6 5 4 30 20 10 11 2D 3D 4D 50 Go SYCAN ORE STREET 700. 32+ OaO EX. I I/W EX R/Y! L. Ggr 1.7% 0.32 D. 2 7.0 32+25.0 69E.27 EX: /W700 zoor r, — Shis n J.6.+. 0.0 69E.75 EX. R W 700 700 rqci 705, Id /0000 705 EX.R/W 31+75.0 5,0 9 E .R/W 132 +70.00 69'.41 698. _�. •' —].p•. Ar -dam 96:2 gqr 50 50 40 30 2 1 1 2 3 4 5 6 6 40 30 20 1 110 20 4 5 MWECT NO: 09ID23 DESIGNED BY: S.SDVERS PROJECT DATE. CFECKED BY: S. BOYERS cno DATE, 211612012 11.22,31 AN DRANK BY: CAO FILE: %:\M\IE\2009\091023\CAO\Plana\ SIDER0A05_FDI.nt NO DATE !BYI REVISION DESCRIPTION FO r` `h LOWER MUSCATINE ROAD IMPROVEMENTS FROM IOWA CITY, IOWA STP-U3715�637�-70-52 SYCAMORE STREET CROSS-SECTIONS SHEET N0. X.�2 ED 5D Q 3D 2D ID 11 10 20 3D Q 50 6D ED 50 40 30 2D 11 2 3D AID 5 6 DE -FOREST AVE UE E%7nn. /W 51 + 0.0 EX. /W is 700 696. X N EX. /W 50+ 75.00 EX. l/W _._...0000000 zoo -L -D EX. /W 150+150.01) EX. /W - 696. 2.2'X 151+49.513 rqrZe' 1000 0.5% .58 ^ —'_ ACIS /. L 6,33 EX. /W .50+ 8.6_ EX. /W. _. EX. /W 51 + 5.0 EX. /W Ion 7nn, PROJECT NO: 091023 DESIGWO BY: S. SOYERS PROJECT DATE: CHECKED BY: S. BOYERS CAO DATE: 2/16/2012 11:22:32 AM MAW BY: CAO FILE: X:\CR\tE\2009\091023\LA0\Pl—.\ SIMROADS_XOI.rtt NO DATE BY REYISIM DESCRIPTION Foth LOWER RKWOOMUSCATINE ROAD IMPROVEMENTS FR0MKIRKW00DAVE,IOWA ST AVENUE IOWACITY,IOWA STP -U-3715(637)-70.52 DEFOREST AVENUE CROSS-SECTIONS I SHEET MO. X.13 5 D 4 D 3 D 20 10 1 10 2 3 D Q 5 D 11 6 D 50 40 3 D 2 D 11 21 3 D 41 11 11 ALL DRIVE EX.R/W 700 FI ST AVE UE 69-93 -- 695 84+ 0:.0 '.. EX. /W _ A �. X96 — — 70 69 .02 Aq AgnEX. 69.1 LX 1.3. /W 83+ Cj E 50 13 IX X 2.0'/. .OX 2.03 A 6 _— 6 rqrl EX. R/W EX. R/W Tnnn -Agn P r — — 11 69 .07 osz 1. /00000 70n EX. /W 69 .88 IT -.,.. ..717101 _..Agn V. 2.]'/. '1.3'J.' GI% 2.6% 1%..f I,700 EX.IR/W : '.. — _ 2%' - 69 .96 _ Yrqrl _._ EX. /W 83+ 69 6.0 .28 EX. /W__.. _7M _... _.....7011 4X .5% .OX 1.13. 2.9X.. AX 7.6 - . -- �— 69 .76 Aqr 50 30 0 1 610 5 4 3 2 1 1 2 4 5 60 60 40 2. 10 2 3 4 5 60 PROJECT N0: 091023 BESIGNED BY: S. SOVERS DATE: cv�cNED er: s. s6vERs CAD GATE- 2/16/2012 11:22:33 AM DRANK fiY: CAD CAD FILE: k:\CR\IE\2009\091023\CAD\Plain\va_610EROA�XOLaM1t NO DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(637)-70-52 MALL DRIVEIFIRST AVENUE CROSS-SECTIONS SNEET W. X.14 MECT W. 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CWCKED BY: S. SOVERS CL0 GATE: 2/16/2012 11:22:35 AM oRArN BY: CAD FILE: X:\CR\1E\2009\091023\CAO\Plain\o.St0 OADS_XOl.dt NO GATE BY REVISION DESCRIPTION 5D Q 3 2D ID 10 20 30 Q 50 6 6D 50 4D 30 2D 10 ID 2D 3D 410 50 FIRST AVENUE -T EX. R/w 69 .33 EX. /W 69 .8 k 695 AJ 12 2.3' L12 1:12 2.42. AX 91J 184+75.06 7nn 690 694.57 7on EX. '(7 EX. /W 69 .85 84+ 0.0 6 Aq�l 700 694.80 0 — _ — 691. 1 1.32 1.32 .IX 1 91.6 8 � fi fi gqn - / 694.09 84+25.06 O 9Ago 777 MECT W. 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CWCKED BY: S. SOVERS CL0 GATE: 2/16/2012 11:22:35 AM oRArN BY: CAD FILE: X:\CR\1E\2009\091023\CAO\Plain\o.St0 OADS_XOl.dt NO GATE BY REVISION DESCRIPTION Fot h SOWER MUSCATINE ROAD IMPROVEMENTS FROM IOWA CITY IOWA STP -U-3715(637)-70.52 FIRST AVENUE CROSS-SECTIONS I STET N0. X.15 6D 5 40 3D 2D ID 1 10 20 3D 40 5D 60 60 5D Q 30 2D 10 11 10 20 3D 4D 50 6 o I SEE MICCOP .52.2' __.. 4 V SEE M NORT. LE IOFILE GR OE A_ 60098.55.. Ju u 68 .64 i- - rqn € MICAM L PROFILE P STA. 500450 AOE = 688'40' 68 .34 6 rqn -- - 5 41.6' 1 SE. MIN M NORTH 484' 41.6' SEE MI NORTX IOAM'.LOOP �- ROFILE GR ST 00P - 688.8 .54 . 68...58 . MIOAk Q f_PROFI LOOP STA. E GRACE . 500.34.66Ago 688.20 68E.33 - r X 2.OR^2.0% 2.0% .0x _.... _... 539•. 41.6' SEE MINN NORTH 42.6 oor 10AN LOOP OFILE GR STA. 500-0.54 OE = 688. 68...52 f: MICAM LOW PROFILE G STA, 500 ACE 688.rqn 23.13 68 .27 € _ _ .8X 00 iz rqr 538' 41.6' 1 SEE ._MI M NORTH 995 _Ft L I luNb - 68 .2268 IOFILE SEA= 688.51— _ .46 — _ 90 66 "54 3 2 10 210 310 4b SO 6D 60 50 4 340 20 1 D 20 3 40 5 PROJECT NO: 091023 OESIC4IED BY: S. SOVERS DATE: crA" B BY: S. savERs CAD GATE: 2/t6/2012 11:22:36 AM CRAVN BY: CAD DATE: CAD FILE. R:\CR\IE\2009\091023\CAD\Pl.—\—SIDEROA0iN01.aM NO DATE BY REVISION DESCRIPTION Foth LOWER MKWOO NE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(637)-70.52 MIDAMERICANYARD CRDSS-SECTIONS SHEET W. x.�s - - - - GD 5D 40 3D 20 10 10 20 3D 40 5D 6D 46 Agri 68 .94 — — Ci O 68E.90 — w 9J 2.04 2.fiX 689 6 .; SqS n i i r% mh r \qr rqn_ M.83 — -- sm 2.92 rqr 7 . MUM 4 NORTH zrq% w I� E PROFILE G OE A. GOV 3 p 68.]6. _... •77 - - 1 SEE MIN M NORTH gqn MIOAM L PROFILE STA. WiACE = 6 .95.9968 .9B .7 1 rqn 41 22 t 7 3 410 5 PROJECT W, 09ID23 DESIGNED BYE s. SOVERS NO DATE BY REYIsim 0Esa 1pnax _ STP-U-3715(637)-70-52 SXEET NO' PROJECT DATES CHEL%ED BYE s. 2, Rs I _ _ LOWER MUSCATINE ROAD IMPROVEMENTS CAO OATEi 2216/2012 IId2�3) AM OPAMN Bn - F�h FROM KIRKWOOD AVENUE TO IST AVENUE MIDAMERICAN YARD X .� % CAO FILE, %.\CII\IE\2009\091023\CAOVIarn\aa_6IOENOA05.%01. 1t I I- IOWA CITY, IOWA CROSS-SECTIONS 60 50 Q 3D 20 2 3 4 AI 3 1 1 4 50 60 j2+9j54 DRIVEWAY 0figs 692.2— —'•/' �i r n 68 .69 Y RIVE ENTR IL NCE DRIVEWAY a 2+78.70 6q2.10 — — — — OFF ALOM �- TS IEA WHEWED DIVE D 15.0 1.0. It. _� Z 22_ zr- — DRIVEWAY figs 2+7 .14 692.12 DRIVEWAY C b D 5 68c.10 [ _..... + ACE OF GARAGE _ 69 .60 _.. _.. L5. 1. / ACIr \rq 68c.14 2 o nEWAY c j %. 23.1 -... DRIVEWAY A 2+ 1 .0 DRIVEWAY F- 3+9 7.54 1-1 10.0 11.5 /slYAL \ 2.9 8.0 18.5 Im 60 50 40 30 20 5 4 7 9 10 20 4 50 6 10 0 10 2 3 4 50 6 P ECT Nm 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CNEc%ED BY: s. sovERs CAD DATE: vCR\l l2 11:CAD\ AM DRAWN BY: CAD FILE: %:\CR\IE\20D9\091023\LAO\Plfnf\n_diVY_YDLWa NO DATE BY K ]SIM DEMPTIM Fot hl IT LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-UIO-52 LOWER MUSCATINE ROAD -DRIVEWAY CROSS-SECTIONS Y.01 60 so 4 D 3 D 2 D 10 10 20 30 40 51 60 so 40 30 20 1 1 D 2 3D 4 E 6+7 .84 68 .44 7. ORIVI WAY N 4.0 37.0 u ORI WAY S 12+ 3.91 c) w AQn di1VEWA „ .5 6+68.00 68 .51 y L 11.0 8.0�. —2 q rQnI T %.B B.B .5 AM f ELEV. • 6811.05—, gArl DRIVEWAY FCE6 68 .00 3" DROFMO '' D 3.8 7. DRIY WAY L OF ouAgo 689.3 I74DRIVE AY 0 TYPE - LASS CGOOIm tO5 Vqn 8.0 .5 68 .26 _�Cqn 99f) 67 TB.0 ..0111 AY P + .87 Aqn . 0.0 I .5 11 J DRIVEWA IB e.D .s 68 .56 &I B.o .5 7+28.77 68 .50 1 T— a 4 2 1 1 4 6 5 4 3 2 1 1 2 3 4 5 P ECT NO: 091023 DESIGNED BY: 5. SDVERS PROJECT OATS: CHECKED BY: S. SOVERS CAO DATE: 2/16/2012 11:23:21 AN BRAWN BY:I CAO FILE: K:\CR\IE\2009\091023\CAO\Pbm\n.DRWY_YOI.e t ND DATE BY REVISIOV DESCRIPTION Fot h N7/ LOWER MUSCATINE ROAD IMPROVEMENTS FROMKIRKWOODAVENUE TO1ST AVENUE IOWA CITY, IOWA STP -U-3715(837)-70-52 LOWER MUSCATINE ROAD• DRIVEWAY CROSS-SECTIONS t 4 D 30 2 D 1 D 1 D 20 3 4 6 D Go 5 D 40 3 D 2 I 7 D 20 311 4 25+2 1.9 22+15.2210.01 ORI EVAY V 69 .75 26.7 V: ° 7.3 31.6clQrl — -- =i 4.+ 2.35 DI EWAY Z C'> . ` - Wil EWA Y V .sGgS 17+ 692.4q 6.2 rar 69 .73 7.5 . 0.0 ,-) 11.2 6.0 _ A ' Y WlYEl AY D 1.5.+ 69 7..4I .84 oo\lr 7nn 23+13.24 ............. . rqn _- __ 2 92. 22 1 Da Inn _ 15+ s9 8.7E .50 7.17 3+ 9.9 eDRIVTrqq 7.3 . I0.3 60 50 40 5 436 26 lb j 1 410 5b GID 1 30 2 110 10 26 30 4 5 PROJECT DA: W1023 DESIGNED Y: S. SOVERS PROJECT DATE: DESIRED BY: 5. SOVERS CAO DATE: 2116/2012 11.23.25 AM ORAVN BY. CAD FILE: R:\CRMI 2009\091023\CAD%Plws\xs_DzM Y01.eFt NO GATE 8Y REVISION DESCRIPi1R1 Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715�837�-70.52 LOWER MUSCATINE ROAD -DRIVEWAY CROSS-SECTIONS SHEET N0. Y.03 60 5D 40 3 D 2 1 10 2 D i 41 6 D 5 D 40 3 D 20 10 11 1 D 3 D 4 D 5 0 a `DRIP WAY EE 2 Q 8.0 20.0 6.0 1.5 69t.UU• A 2A A ].S 691-60 1 ' - — 2 . A 6 �_1 - 18.821 69 8.8 20 IVEWAY IE -1 7nn 7nn O�XEWE RIVE NILE — 4 2.% — _ % -- _ 6.0 15.11 It OFFSETS &OW SIOE1 69 ASDREo ED DRIVE • .93 — — — _ _ _ — _ _ - — — AqR - — _IfL or- 7nnV ORII EWAYCC..... 8+ 69 1.99 .50 SKEWED NT O.E A rqr 25.512.5' 646.2 OFFSETS 6q3.71 EASLWEO _ Y — 2. % 2 % 76q -- r YEWAY » 6+ 1,.30 7nn 363 6.O 7.5 z c 6q4.20 11.0 _..21-1 OC 510 40— 30 20 3P 40 5jO 6 4 1 1 20 3 4 1 1 20 PROJECT x0: 091023 oEslcrgo fir: s. soVERs PROJECT DATE: CIECKEO BY: 5. 1.1E. CAD DATE: 2/16/2012 11:23:26 AM BRA WNfiY: CAD FILE: K:\CR\Di\2009\091023\CAO\Plw \n_DRWY_YDI.lt No DATE fir RErisla oExRlPnax �O� LOWER MUSCATINE ROAD IMPROVEMENTS FROMKIRKWOODAVENUE TOISTAVENUE IOWA CITY, IOWA STP -U-3715(637)-70.52 LOWER MUSCATINE ROAD -DRIVEWAY CROSS-SECTIONS SI T ND+ Y.04 60 5 40 3 D 2 i D 1 D 2 D 3 D 4 D 5 D 6 EFO EST 700 E%. /W 50+ 7.4 DRIV WAY LLL 700 695 �s s9s. • X 110.0 1.0 695 .100 - i DRIVEWAY PE .. CLASS1.8 5} 69 0.:5 .43 - - 700 _..... DRIVEWA KKK + 50 9.4 EX. /W 700 -- "- - - 6.3 : 695 oor -.- _ - --- 9Y 695 - - --- OF 7nn-- 5-+ 69 0.9 .51 DRIVEWAY NN. rv_ c> �, 8.5 •1 rqr Z 0% j \rw i rn : u TOO-69 DRIVEWAY 44+46.44 .. .83 RIVEWAY M 705 _. A YCA OR. : 705 1, '1. - SE SHEE .1 - X:2. % 7DD 1. IWEWAY E 69. .34 :. L0700 '. 1 695 1 L : _- 3.1X 3.1X 28 I J 698.1 1 695 : DRIYEWA JJ '2+ rrr���f / 7 DRI WAY KK SEE SH Et L.13 2. M.2 X PINE ORT 68 .37 MIWEW 1.5 1: RR Gas --- - 5 4 3 20 10 10 2 30 4 5D 6D 6D 50 4 3. 20 10 1 20 3 4 SO 60 PROJECT N0: 091023 DESIMEO BY: S. SOVERS PRDJD❑T DATE: DRAWNE❑ BY: S. SDVERs c.o DATE: 2nsizmz u:za:n An DRAWN BY: CAO FILE: %:\CR\IE\2009\091023\CAO\Plain\v_DRWY_YOI. :t NO 1 DATE BY REVISIM DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(637)-70.52 LOWER MUSCATINE ROAD-DRIVEWAY CROSS-SECTIONS - N0. Y.05 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO 1ST AVE.) [STP -U-3715(637)--70-52], IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract, special provisions and estimate of cost for the construction of the Lower Muscatine Road Reconstruction Project (Kirkwood Ave. to 1t` Ave.) [STP -U-3715(637)--70-52] in said city at 7:00 p.m. on the 3rd day of April, 2012, said meeting to be held in the Emma J. Harvat Hall in City Hall, 410 E. Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract, special provisions and estimate of cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., loera City, IA 52240,(319)356-5410 RESOLUTION NO. 12-116 RESOLUTION SETTING A PUBLIC HEARING ON APRIL 3, 2012 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO 1ST AVE.), DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. WHEREAS, funds for this project are available in the Lower Muscatine - Kirkwood to First Avenue account # 3803. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 3rd day of April, 2012, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 20th day of ATTEST: ,�. A�l CITY CLERK pwerylreslsetpM.muu recomtr .doc 2012. u�'g _11� MAYOR Prot m Approved by CI V0✓c(I"WU9 it`B2k City Attorney's Office M1(Z Resolution No. 12-116 Page 2 It was moved by Champion and seconded by Dobync the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5410 RESOLUTION NO. 17-t4i RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVENUE TO 1sT AVENUE) [STP -U- 3715(637)-70-52], ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, AND DIRECTING CITY CLERK TO PUBLISH ADVERTISEMENT FOR BIDS AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, this project will be bid by the Iowa Department of Transportation (IaDOT); and WHEREAS, bids will be accepted on April 17, 2012 at 10:00 a.m. by the IaDOT in Ames, IA; and WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and WHEREAS, funds for this project are available in the Lower Muscatine - Kirkwood to First Avenue account #3803. NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above-named project shall be in the form and amount prescribed in the bidding proposal. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids by the IaDOT for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. 4. Bids for the above-named project are to be received by the IaDOT in Ames, Iowa, (800 Lincoln Way, Ames, IA 50010) before 10:00 a.m. on the 17'" day of April, 2012. Thereafter the bids will be opened and announced by the IaDOT, and thereupon referred to the Council of the City of Iowa City, Iowa, for action upon said bids at its regular meeting, to be held at Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 1 x day of May, 2012, or at the first meeting held thereafter. Passed and approved this 3rd day of April , 20_jl_. MAYOR Approved by ATTEST: CITY �— City Attorneys Office Resolution No. —12- 7 41 Page 2_ It was moved by Dobyns and seconded by Resolution be adopted, and upon roll call there were: the AYES: NAYS: ABSENT: x Champion _x-_ Dickens x Dobyns x Hayek X Mims X Payne x Throgmorton Printer's Fee $ d a • �� CERTIFICATE OF PUBLICATION OFFICIAL PUBLICATION NoncE OF PUSUC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL STATE OF IOWA, PROVISIONS AND ESTIMATE OF COST FOR THE LOWER JOHNSON COUNTY, SS: MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO IST AVE.) THE IOWA CITY PRESS-CITIZEN [STP-U-3715(637)--70-521, IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO FED.ID#42-0330670 OTHER INTERESTED TED PERSONS: Public notice is hereby given that n the Gley Council of the City of Iowa City, Iowa, will conduct a public I, hearing on plans, specifications, form of contract, special provisions being duly sworn, say that I am and estimate of cost for the con- struction of the Lower Muscatine the legal clerk of the IOWA CITY Kirkwood ad . toReconstructionI at Ave.) [STP U- •PRESS-CITIZEN, a newspaper 3715(637)--70-521 in said city at 7:00 p.m. on the 3rd day of April, published in said county, and e held in the Em1ma J. Harvet Hallbin City Hall, that a notice, a printed copy ofHStreet In said , or it saidE.lmeteting is cancelled, which is hereto attached, was atnext rtas posted by tthe in said paper �_ city clerk. published Said plans, specifications, form time(s), on the following date(s): contrrt d estimateoleos am provisions onsfile in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested Per- • sons. .Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments con- cerning said plans, specifications, Legal .rk contract or the cost of making said improvement. This notice is given by order of the Subscribed and sworn to City Council of the City of Iowa before me this _1g:tlday Of City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK — � A.D. 201 • rccwowuse March 26, 2012 Notary Public LINDA KROTZ �. Covitna onNumber732618 M9I Co1nln>sasla! Ewplres T��; J 27, 2014 * Printer's Fee CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 being duly sworn; say that I am the legal clerk of the IOWA CITY PRESS-CITIZEN,a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper I time(s), on the following date(s): Subscribed pnd sworn to bef a me this Q _W— day of � A.D. 2200_. 3 Notary Public OFFICIAL PUBLICATION The contracting authority will issue Work Type: NOTICE TO BIDDERS an exemption certificate for the PCC PAVEMENT - GRADE & STATE OF IOWA -Sealed bids will Purchase or use of building mates- als, supplies, and equipment that REPLACE Guarantee: be received on April 17, 2012 by will be used In the performance of I $375,000.00 the Iowa Department of the construction contract, as pro- Project: Transportation at the Office of vided by Iowa Code Sections STP -U-3715(637)--70-52 Contracts in Ames, Iowa for vari- 423.3 (80). ous items of construction and/oroule: maintenance work. Failure to execute a contract and LOWER MUSCATINE ROAD Plans, specifications and proposal file an acceptable Performance IN THE CITY OF IOWA CITY forms for the work may be seen Bond and Certificate of Insurance KIRKWOOD AVENUE TO FIRST and securer] at the Office of within 30 days of the date of the AVENUE Contracts, Iowa Department of approval for awarding the con - April 9, 2012 Transportation, 800 Lincoln Way, tract, as herein provided, will be Ames, Iowa until noon on the day just and sufficient cause for the previous to the letting. denial of the award and the forfei- Mailed bids are to be sent to the ture of the proposal guarantee. Iowa Department of Transportation, The Iowa Department of Office of Contracts, 800 Lincoln Transportation (or other approved Way, Ames, Iowa 50010. Staff will contracting authority) hereby noti- be available at the Office of fees all bidders that h willeffirma- Contracts the day previous to the tively ensure that in any contract letting and the day of the letting for entered into pursuant to this the dropping off of bids during advertisement, disadvantaged regular business hours 7:30 a.m. business enterprises will be afford - to 4:30 p.m. ed full opportunity to submit bids The Iowa Department of in response to this invitation and Transportation (DOT) uses the Bid will not be discriminated against Express website (www bidx com) on the grounds of race, color, or as an official depository for elec- national origin in consideration for tronic bid submittal. The Iowa DOT an award. will ensure that this electronic bid On Federal Aid projects, where depository is available for a two- disadvantaged business enter - hour period prior to the deadline prise goals have been established, for submission of bids. In the case the bidder is required to complete of disruption of national communi- and submit form 102115 with the cations or loss of services by bid documents. Ori all projects - www.bidx.com during this two- without goals, the contractor must hour period, the Iowa DOT will show that affirmative actions have - delay the deadline for bid submis- been made to seek out and con- sions to ensure the ability of sider disadvantaged business potential bidders to submit bids. enterprises as potential sub -con - Instructions will be communicated tractors. to potential bidders. Some of the projects may be listed Opening and reading of the bids In multiple proposals (as an indi- will be performed at the Iowa vidual project or as part of a com- Department of Transportation, bined package of projects). The Ames, Iowa after 10:00 A.M. on Contracting Authority will deter - the same date such bids are mine which combination of pro - scheduled to be received, unless posals produce the lowest bid for otherwise specified by the Iowa these projects. Department of Transportation. The listing of projects, and details All proposals must be filed on the of the project, for which bids are to forms furnished by the Iowa be taken will be available to poten- Department of Transportation, tial bidders and suppliers three (3) Contracts Office, sealed and plain- weeks prior to the letting dates at ly marked. Proposals containing the following locations: any reservations not provided for • Posted on the Internet at in the forms furnished will be www.la.bidx.com rejected. The Iowa Department of • Available by calling the Office Transportation reserves the right to of Contracts of the Iowa waive technicalities and to reject Department of Transportation any or all bids. at 515-239-1414. A Proposal Guarantee not less Minimum wage rates for all Federal than the amount as set forth in the Aid projects have been predeter- proposal form shall be fled with mined by the Secretary of Labor each proposal. The Proposal and are set forth in the specifica- Guarantee shall be In the form of a tions. However, this does not apply certified check or credit union cer- to projects off the Federal -Ad tified share draft, cashier's check, System. money order or bank draft drawn All Federal Aid projects are subject on a solvent bank or credit union. to the Work Hours Act of 1962, P. Certified checks or credit union L. 87-581 and Implementing regu- certified share drafts shall bear an lations. endorsement signed by a respon- By virtue of statutory authority, a sible official of such bank or credit preference will be given to prod - union as to the amount certified. ucts and provisions grown and Cashier's checks, money orders or coal produced within the State of bank drafts shall be made payable Iowa, and also, a resident bidder either to the Contracting Authority shall be allowed a preference as or to the bidder and, where made against a non-resident bidder from payable to the bidder, shall contain a state or foreign country which an unqualified endorsement to the gives or requires a preference to Contracting Authority signed by bidders from that state or foreign the bidder or the bidder's autho- country both on projects In which rized agent. A properly completed there are no Federal Funds Contractor's Bid Bond (Form No. involved. 650001), or a property completed IOWA DEPARTMENT OF Contractor's Annual Bid Bond TRANSPORTATION (Form No. 650043), both available OFFICE OF CONTRACTS from the Iowa Department of TELEPHONE: Transportation, Office of Contracts, ' 515-239-1414 - may be used in lieu of that speci- Bid Order: fled above. 109 DBE Goal: 2.5°% Prepared by: Jason Havel, Engineering, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5410 RESOLUTION NO. 12-225 RESOLUTION REJECTING BIDS RECEIVED ON APRIL 17, 2012 FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVENUE TO 1sT AVENUE) [STP -U-3715(37)--70-52]. WHEREAS, two bids were received on April 17, 2012, for the Lower Muscatine Road Reconstruction Project (Kirkwood Avenue to 1st Avenue), and the bids exceeded the Engineer's Estimate by 35%; and WHEREAS, the Department of Public Works recommends that the Council reject all bids. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT all bids received on April 17, 2012 for the Lower Muscatine Road Reconstruction Project (Kirkwood Avenue to 1 st Avenue) are rejected. Passed and approved this 1st day of �VMAMWAN uUwe] : 2012 Approved by ATTEST: -727,7"".)- e/W�/tsv/IraAUl� FYI iNQ / CITY CLERK City Attorney's Office q�zs/ 7Z It was moved by Dobvns and seconded by Champion the Resolution be adopted, and upon roll call there were: AYES: x X x x X X X p nglreslrelect- Mmusc reconstruct. doe NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton 20 Prepared by: Jason Havel, Engineering, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5410 RESOLUTION NO. 12-225 RESOLUTION REJECTING BIDS RECEIVED ON APRIL 17, 2012 FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVENUE TO 1sT AVENUE) [STP -U-3715(37)--70-52]. WHEREAS, two bids were received on April 17, 2012, for the Lower Muscatine Road Reconstruction Project (Kirkwood Avenue to 1st Avenue), and the bids exceeded the Engineer's Estimate by 35%; and WHEREAS, the Department of Public Works recommends that the Council reject all bids. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT all bids received on April 17, 2012 for the Lower Muscatine Road Reconstruction Project (Kirkwood Avenue to 1 st Avenue) are rejected. Passed and approved this 1st day of �VMAMWAN uUwe] : 2012 Approved by ATTEST: -727,7"".)- e/W�/tsv/IraAUl� FYI iNQ / CITY CLERK City Attorney's Office q�zs/ 7Z It was moved by Dobvns and seconded by Champion the Resolution be adopted, and upon roll call there were: AYES: x X x x X X X p nglreslrelect- Mmusc reconstruct. doe NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton trJ __C5-15 MEMMMEW Prepared by: Sara Greenwood Hektoen, Asst. City Attorney, 410 E. Washington Street, Iowa City, IA 52240; 319-356-5230 RESOLUTION N0. 12-241 RESOLUTION OF INTENT TO CONSIDER THE PROPOSED CONVEYANCE OF UTILITY EASEMENTS ON AND OVER PORTIONS OF 1807 AND 2001 LOWER MUSCATINE ROAD AND SETTING A PUBLIC HEARING ON SAID PROPOSAL FOR JUNE 5, 2012. WHEREAS, MidAmerican Energy Company has requested that the City grant to it an electrical and gas easement across the property at 1807 Lower Muscatine Road, as well as grant a utility easement across the property at 2001 Lower Muscatine Road to it and other utility companies ; and WHEREAS, MidAmerican is making this request to facilitate its utility relocation and undergrounding work in preparation for the City's Lower Muscatine Road Reconstruction Project (Kirkwood Avenue to 1St Avenue).; and WHEREAS, the MidAmerican Energy Company has requested that the City convey these easements in consideration for MidAm granting certain property rights to the City pursuant to the Lower Muscatine Road Reconstruction Project (Kirkwood Avenue to 1St Avenue). NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The City Council does hereby declare its intent to consider the conveyance of two utility easements over City -owned property locally known as 1807 Lower Muscatine Road and 2001 Lower Muscatine Road, Iowa City, Iowa in consideration for MidAm's conveyance of certain property rights to the City pursuant to the Lower Muscatine Road Reconstruction Project (Kirkwood Avenue to 1St Avenue). 2. A public hearing on said proposal should be and is hereby set for June 5, 2012, at 7 p.m. in Emma J. Harvat Hall at City Hall, 410 E. Washington St., Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. The City Clerk is hereby directed to cause Notice of Public Hearing to be published as provided by law. Passed and approved this 15th day of May 2012. 6A A MAYOR Approved by ATTEST:/Tk!�J CITY CLERK City Attorney's Office Resolution No. 12-241 Page 2 It was moved by Mims and seconded by champion the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x x Champion Dickens Dobyns Hayek Mims Payne Throgmorton Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5410 RESOLUTION NO. 12-327 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AMENDMENT #3 TO THE NOVEMBER 2, 2009 AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND FOTH INFRASTRUCTURE AND ENVIRONMENT, LLC TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO IST AVE). WHEREAS, the City of Iowa City entered into a contract on November 2, 2009 for consulting services with Fath Infrastructure and Environment, LLC of Cedar Rapids, Iowa, to provide design services for the Lower Muscatine Road Reconstruction Project (Kirkwood Ave. to 1a Ave.); and WHEREAS, the City of Iowa City desires to revise the pavement requirements for the project, revise the project staging and traffic control phasing, update the project plans to meet current Iowa Department of Transportation requirements and reflect the revised bid date; and WHEREAS, the City desires the services of Foth Infrastructure and Environment, LLC to prepare preliminary and final design plans and specifications for said facilities; and WHEREAS, the City of Iowa City has negotiated Amendment #3 to the November 2, 2009 Agreement for said consulting services with Foth Infrastructure and Environment, LLC of Cedar Rapids, Iowa, to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Foth Infrastructure and Environment, LLC; and WHEREAS, funds for this project are available in the Lower Muscatine -Kirkwood to First Avenue account #3803. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The Consultant's Agreement Amendment attached hereto is in the public interest, and is approved as to form and content. 2. The Mayor and City Clerk are hereby authorized and directed to execute the attached Consultant's Agreement Amendment in duplicate. Passed and approved this 10th day of July 2012. �Apj"_ _y ATTEST: _(�p�j�e - 7�1/�f n� 2 J� CI�EERK City Attorney's Office PxengtmsA+ use reconstruct-amc3Aoc Resolution No. 12-327 Page 2 It was moved by Mims and seconded by Payne the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton CONSULTANT AGREEMENT LOWER MUSCATINE ROAD IMPROVEMENTS AMENDMENT NO.3 THIS AMENDMENT to the November 2, 2009, CONSULTANT AGREEMENT for the Lower Muscatine Road Improvements Project, by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Foth Infrastructure and Environment, LLC of Cedar Rapids, hereinafter referred to as the Consultant, is made and entered into this loth Of July 2012. WHEREAS, the City desires to broaden the scope of services to be performed by the Consultant to provide additional design development and plan revisions, as detailed below, in order to rebid the project; and WHEREAS, Consultant is willing to perform these additional services for an increase in their fee and extension of the schedule for completion. NOW THEREFORE, it is agreed by and between the parties hereto that the parties do now agree to the following amendments to the November 2, 2009 Consultant Agreement, as amended: Attachment "A"- Scope of Services: a. Add: Task H — Rebidding Services The work to be performed by the Consultant shall encompass and include all detail work, services, materials, equipment and supplies necessary for the project development. This scope of services for this task is based on the following project scope of service assumptions: • The additional revisions to the contract documents for rebidding of the project. • The revised bid date for the project rebidding shall be October 16, 2012 and shall be based on the Iowa Department of Transportation (DOT) letting schedule. • The project plans will be updated to include an alternate bid for full -depth HMA pavements on Lower Muscatine Road. The scope of services to be performed by the Consultant shall be completed in accordance with generally accepted standards of practice and shall include the services to complete the following tasks: 1.0 — Additional Design Development The Consultant shall perform additional project coordination and development associated with the extended project schedule, revisions to the construction documents and rebidding of the project. Specific items to be completed shall include: 1.1 Rebidding - This task includes additional design development communications and correspondence with the City and Iowa DOT on the street improvements, including discussions on construction cost, construction sequencing, design detailing and other miscellaneous plan development related tasks. This task also includes additional bid period services associated with the rebidding of the project. 1.2 Plan Revisions - This task includes updating the construction plans and Iowa DOT project development documentation with regard to the revised bid information, including project schedule dates, plan schedules, plan notes and updated construction cost estimate. a.) Review Plans for compliance with current DOT Specifications. This task consists of review and updating of the previously finalized construction documents with regard to any recent changes to the Iowa DOT Construction Specifications. The work to be performed shall include responding to comments resulting from the Iowa DOT Final Plan review (Office of Local Systems and Office of Contracts) and incorporation of these updates into the construction documents. The review and updates are specifically with regard to tabulated bid items, estimate reference information, special provisions and other general reference notes. This item does not include work related to accessible curb ramp design, which is included in section d below. This task does not include changes to previously detailed construction plan improvements, other than those included above. b.) Revise Construction Staging Notes. This task consists of review and revising of the previously finalized Construction Staging Notes with regard to the new schedule and key milestone dates. Also includes project staging note revisions allowing the contractor greater flexibility in construction of the project. A meeting will be held with City engineering staff to collaboratively develop a revised construction staging plan, which allows an appropriate level of property access per the City's requirements for the project, as well as incorporating the plan into the project documents. Includes revision of temporary pavement bid item to allow for either PCC or HMA pavement types. This task does not include changes to the previously detailed construction staging plan layout sheets (included in the F -sheets and J -sheets). c.) Plan Revisions for Removal of PCBC. This task consists of completing PCBC culvert plan revisions to match the proposed work completed as part of the 1 st Avenue Storm Sewer Improvements Project — Phase 1. The work to be performed shall include removal of sheet M.14 (requires renumbering of M sheets), removal of Jimmy Jacks parking lot pavement replacement (update sheet L.13), review/update estimate reference notes, update quantities (box culvert, HMA parking lot pavement, reinforced concrete pavement, PCC 2.5 ft, curb and gutter and pavement markings). d.) Accessible Curb Ramp Design Detailing. This task consists of additional plan development to bring the plans in accordance with the current Iowa DOT Design Standards and Plan Preparation Requirements for accessible sidewalks and curb ramps. The plan preparation shall follow the requirements of the Iowa DOT Design Manual, Chapter 12A-2 issued on 4/17/12. The specific tasks to be performed shall include: (1) completion of the new sidewalk compliance tabulation for the 75 pedestrian curb ramps and (2) preparation of the Documented Design Decision regarding the geometric intersection crossings for Pine Street/Ginter Avenue and Spruce Street/Friendly Avenue, as requested by the Iowa DOT. This task does not require development of special work zone accessibility design plan preparation, construction staking per Article 2511.03 or construction verification required by the project engineer, per the Iowa DOT requirements. This task also does not include modifications to the pedestrian ramps as previously designed. 2.0 — Alternate Bid The Consultant shall perform additional design plan modifications and detailing to accommodate for an alternative bid of full -depth HMA on Lower Muscatine Road. The plan modifications shall include tabulation of quantities, additional typical sections and other standard details, construction notes and revisions to the project manual. This task includes an HMA pavement design to be completed by Terracon The alternative pavement bid will only be for Lower Muscatine Road and does not include parking lots, driveways or side -street connections. Attachment "B°- SCHEDULE: The Project Schedule has been amended as follows: Consultant Contract Amendment Approval July 10, 2012 Project Development Meeting (City & Foth) Week of July 9, 2012 Final Plans (DOT Submittal) July 24, 2012 Project Letting (DOT) October 16, 2012 III. Section IV. COMPENSATION FOR SERVICES In consideration for the above-described change in the Scope of Services, Consultant's total hourly not -to -exceed fee for performance of the Scope of Services, as amended, is $431,893.00, including any authorized reimbursable expenses, pursuant to the Schedule of Fees set forth in Attachment C to the November 2, 2009 Agreement. This additional $25,600.00 in fees is summarized below: Task 1.0 -Additional Design Development 1.1 Rebidding $6,500.00 1.2 Plan Revisions: a) Review Plan Compliance $2,900.00 b) Revise Construction Staging Notes $2,800,00 c) PCBC Plan Revisions $900.00 d) Accessible Curb Ramp Design Detailing $6,100.00 Task 2.0 - Revisions for Alternate Bid $6,400.00 IV. All other provisions of the November 2, 2009, Consultant Agreement and Amendments No.1 and No.2, not specifically amended herein shall remain in full force and effect. FOR THE CITY �Q FOR THE CONSULTANT Iq By. att ew aye c � , By:�•/i� Title: Mayor Title: -reci4,AQ�u" o , jt- Ec Tu.t Date: July 10. 2012 ' / Date: co 1249 t �2 ATTEST: 2)167,f�!GLcc� �C� City t-lerk Approved by: City Attorney's Office Date � r CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX ENGINEER'S ESTIMATE www.icgov.org September 18, 2012 City Clerk City of Iowa City, Iowa Re: Lower Muscatine Road Reconstruction Project (Kirkwood Ave. to 1st Ave.) Dear City Clerk: The estimate for this project is $7,193,000. Sincerely, Jason R. Havel, P.E. Civil Engineer SP -126004 (NEW) Iowa Department of Transportation SPECIAL PROVISIONS 7;Me z MODULAR BLOCK WALL (HEAVY) JOHNSON COUNTY Project No. STP -U-3715(654)--70-52 N ^� SJ f� - � CO --J Effective Date: October 16, 2012 THE STANDARD SPECIFICATIONS, SERIES OF 2012, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP -126004 Page 2 of 6 PART 1 -GENERAL 1.01 DESCRIPTION: A. This work includes furnishing and installing a gravity type modular retaining wall, wall fill, and granular backfill to the lines and grades shown on the plans. Gravity type modular retaining walls are defined as system that typically uses larger precast units without requiring mesh or straps behind the block within the backfill. 1.02 DESIGN: A. WALL DESIGN ENGINEER. The wall design shall be performed by a Professional Engineer licensed in the State of Iowa that prepares and seals the design submittals as defined in this Special Provision. B. MINIMUM DESIGN REQUIREMENTS. Retaining walls shall be designed in accordance with ASTM C 90 or ASTM C1372 and applicable recommendations of the National Concrete Masonry Association (NCMA) Design Manual for Segmental Retaining Walls. The following table summarizes the minimum design criteria and is based upon the structure being critical: External Stability Sliding, Fssi Overturning, Fs, Bearing Capacity, Fso Local Stability Fssi (Maximum Unreinforced Height) Fs,, (Maximum Unreinforced Height) Shear Facing Units, Fs. Facing Connecting Strength, Fscs Global Stability Minimum Factor of Safety 1.5 2.0 2.0 Minimum Factor of Safety N o 1.5 c cn _71 2.0 1.5 M b M 1.5 1.5 0 _. C. SUBMITTALS Prior to the beginning of wall construction, the Contractor shall, in accordance with Article 1105.03 of the Standard Specifications, submit for review detailed design calculations including soil bearing pressure, construction drawings, and shop drawings prepared and sealed by the Wall Design Engineer: PART 2 — MATERIALS The wall source and system shall be in accordance with the Iowa DOT Materials IM 445.05 Appendix A and B respectively. SP -126004 Page 3 of 6 2.01 CONCRETE UNITS Compressive Strength Requirements Concrete segmental units and cap blocks shall have a minimum 28 -day compressive strength of 6000 psi for any one individual unit. A minimum compressive strength of 3500 psi shall be achieved before blocks may be moved and/or transferred to a storage site. Air content in the fresh concrete shall be 7%, minus 1 % plus 1.5%. Sampling and Testing A) Specimens shall be representative of the whole lot of units. Note: the term "lot' refers to any number of concrete units of any configuration or dimensions manufactured by the producer using the same materials, concrete mix design, manufacturing process and curing method. B) The minimum required sampling rate for mix design approval is as follows: 1) One sample per mix design, per product type, per year. 2) Sample size shall be a minimum of three sets of three cylinders cast using the mix design. Three cylinders will be broken at 7, 14, and 28 days. 3) Air content, slump and water cement ration shall be recorded at the time the cylinders are cast C) A minimum of three full-size units shall be measured for width, height and length. Use average measurement to determine the minimum face shell thickness. Overall dimensions for width, height and total length shall not differ by more than +/- 1/8 inch 3.2 mm) from the specified minimum dimensions. D) Compression Testing — A minimum of one set of three cylinders will be made per week of production and tested to determine compliance with the specified strength. At the Engineer's discretion cores may be taken from finished units to evaluate specification requirements. E) Air content and slump shall be tested and recorded at least once per day during production. All units shall be sound and free of cracks and other defects that would interfere with the proper placing, physical appearance and/or impair the strength or long-range performance of the units. 2.02 LEVELING PAD: The type of materials used for the leveling pad shall be as recommended by the supplier/manufacturer. If granular material is recommended for the leveling pad, it shall be specific backfill meeting the requirements of Section 4132 of the Standard Specifications:'If unreinforced concrete is recommended for the leveling pad, it shall be Class C concrete meeting the requirements of the Materials I.M. 529 and Section 2403 of the Standard Specifications. 2.03 UNIT FILL: f Y� If required by the construction drawings, fill of concrete units in place shall be Porous 966kfill meeting the requirements of Section 4131 of the Standard Specifications. SP -126004 Page 4 of 6 2.04 SUBDRAINS: The subdrains shall be a minimum of 6 inches (100 mm) in diameter and meet the requirements of Article 4143.01, B, of the Standard Specifications. Standard Road Plan RF -19C "INTAKE OUTLET" shall be provided and fitted with a Standard Road Plan RF -19E rodent guard "REMOVABLE GRATE". 2.05 BACKFILL: The fill soil material behind the wall shall be Granular Backfill meeting the requirements of Section 4133 of the Standard Specifications. 2.06 CERTIFICATIONS: Contractor shall submit to the Engineer a notarized manufacturer's certification, at least 14 days prior to the preconstruction conference, stating that the modular units meet the requirements of this Special Provision. PART 3 - CONSTRUCTION 3.01 CONSTRUCTION SUPERVISION: The modular units supplier shall provide a qualified and experienced representative on site at beginning of wall construction for up to 3 days at no additional cost to the Contracting Authority. The Contractor's field construction supervisor shall have demonstrated experience and be qualified to direct all work at the site. 3.02 EXCAVATION: Contractor shall excavate to the lines and grades shown as the reinforced earth zone on the construction drawings. Contractor shall take precautions to minimize over -excavation. Excavation support, if required, shall be designed and at no additional cost to the Contracting Authority. 3.03 FOUNDATION SOIL PREPARATION. Foundation soil shall be excavated as required for base course leveling pad dimensions and limits of reinforced earth zone as shown on the construction drawings. Foundation soil shall be examined by the Engineer to assure that the actual foundatiort soil strength meets or exceeds the assumed design bearing strength. Soils not meeting required strength shall be removed and replaced with soil meeting the design criteria. The earth foundation shall have a density equal to or greater than 90 percent Standard -Proctor Density. The earth foundation shall be stepped at the required intervals to keep it a minimum 2 foot (600 mm) below the finished grade. SP -126004 Page 5 of 6 3.04 LEVELING PAD: The Contractor shall place the leveling pad a minimum of 9 inches (230 mm) in thickness. The Contractor shall construct the leveling pad to insure complete contact of the retaining wall unit with the leveling pad. Gaps shall not be allowed between the retaining wall unit and the leveling pad. 3.05 UNIT INSTALLATION. Materials shall be installed at the proper elevation and orientation shown in the plans. The concrete segmental units shall be installed in general accordance with the approved submittals in Article 1.02. C above. It is intended that the top of the retaining wall serve as a guardrail system for the abutting driveway. Special care must be taken to ensure that the wall is constructed according to the manufacturer's, and the wall design engineer's specifications in order to incorporate the Guard Rail System. 3.06 SUBDRAINS: Subdrains shall be installed as shown in the construction drawings to maintain gravity flow of water to outside of the reinforced earth zone. The subdrains shall outlet into a storm sewer access or along a slope at an elevation lower than the lowest point of the pipe within the wall. Porous backfill, in accordance with Article 2.05 above shall be placed around the subdrain to a minimum cover of 3 inches (75 mm). 3.07 BACKFILL PLACEMENT: The granular backfill shall be compacted in accordance with Article 2107.03, H of the Standard Specifications. The granular backfill shall be placed as shown on the construction drawings in maximum 8 inch (200 mm) lifts and compacted to a minimum 95% of standard Proctor density (ASTM D 698). The moisture limits shall be between 3% under optimum moisture to not more than the optimum moisture content. Only hand -operated compaction equipment shall be allowed within 3 feet (1 m) of the front of the wall face. 11 N PART 4— MEASUREMENT AND PAYMENT y �� 4.01 — METHOD OF MEASUREMENT. —i c-� = `r— A. Modular Block Wall (Heavy) The Engineer will measure the area of Modular Block Wall (Heavy) in square feet, from measurements of the front face of the wall in place. The height will be measured 6m the top of the leveling pad to the top of the wall, including guard rail system, coping or block. SP -126004 Page 6 of 6 B. Granular Backfill Material The quantity of granular backfill material hauled and placed will not be measured. C. Excavation Excavation for preparing the reinforced earth zone for construction of the wall will be classed according to Section 2102 of the Standard Specifications. The quantity will not be measured. 4.02 — BASIS OF PAYMENT A. Modular Block Wall (Heavy) For the quantity of Modular Block Wall (Heavy) constructed, the Contractor will be paid the contract unit price per square foot This payment shall be full compensation for furnishing all materials, tools, and labor for the performance of all work necessary to construct the wall, in accordance with the contract documents, including the design, excavation, foundation preparation, leveling pad, all backfill, porous backfill, finished grade shaping, and furnishing and placing drainage pipe subdrains. B. Granular Backfill Material. For Contractor furnished granular backfill material for the reinforced earth zone, the Contractor will not be paid for the quantity of material furnished. This will be included in the payment for Modular Block Wall (Heavy). C. Excavation. For the quantity of each class of excavation for preparing the reinforced earth zone for construction of the wall, the Contractor will be not be paid for the quantity removed. This will be included in the payment for Modular Block Wall (Heavy). N O N "�_ C/) u Iowa Department of Transportation SPECIAL PROVISIONS MV TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS Johnson County STP -U-3715(637)--70-52 Effective Date October 16, 2012 SP -096039 (NEW) THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS N f� Al M A C s� CO THE STANDARD SPECIFICATIONS, SERIES OF 2009, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS SP -096039 Page 2 of 7 CITY OF IOWA CITY TRAFFIC SIGNAL INTERCONNECT AND IT BACKBONE PART 1 GENERAL. 1.01 - Section Includes A. HDPE duct B. HDPE mechanical coupling C. Duct plug D. Pull tape E. Handhole and cover F. Ground bar and termination hardware G. Geotextile materials H. Locate / tracer wire 1.02 – Description of Work A. The work shall include the installation of HDPE duct, handholes, pull tape, tracer wire, and related equipment connecting the traffic signals and creating the Iowa City information technology infrastructure backbone running between the traffic signals, fire station, and out to the project limits. 1.03 - Code Compliance A. All work and materials shall comply with the most recent rules, codes, and regulations, including but not limited to the following: 1. Occupational Safety and Health Act Standards (OSHA) 2. NFPA 70 - National Electrical Code (NEC) 3. ANSVIEEE C-2,1997 National Electrical Safety Code 4. All other applicable Federal, State, and local laws and regulations 1.04 - Submittals A. Submit product data for each of the following: 1. HDPE duct 2. HDPE mechanical coupling 3. Duct plug 4. Pull tape 5. Handhole and cover 7 6. Ground bar and termination hardware -; _TJ c 7. Geotextile materialsLO 8. Locate / tracer wire m n. CO _ 1r SP -096039 Page 3 of 7 B. Submittal Procedures 1. Within five working days after receipt of the Contract and prior to the pre -construction conference or any payments, the Contractor shall submit to the Owner for timely review a schedule of submittals listing each required submittal as identified in Paragraph 1.03-A. 2. Submit the following information for approval prior to ordering and installation into the project. a. Manufacturer name b. Manufacturer part number c. All relevant specification and description information necessary for the Owner to validate that the material submitted is in fact the material specified. 3. Transmit each submittal with transmittal letter indicating: date, project title, and contractor's name and address. 4. Apply Contractor's stamp. Sign or initialed submittal certifying that review, verification of products required, and dimensions are in accordance with the requirements of the work and Contract Documents. 5. Submit the number of copies that the Contractor requires, plus three (3) copies that will be retained by the Owner. Mail or deliver submittals to: City of Iowa City Attn: Jason Havel, P.E. 410 East Washington Street Iowa City, IA 52240 6. Submittals will be reviewed by the Owner and Design Professional and returned to the Contractor either approved as submitted, approved with comments, or rejected with comments. If rejected, Contractor shall correct and resubmit as required, identifying all changes made since previous submittal. 7. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.05 - Manufacturer's Instructions A. When specified in specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, adjusting, and finishing, in quantities specified for Shop Drawings and materials brochures. B. Unless otherwise stated, where installation requirements identified in the Standards conflict with the manufacturer's recommendations, the more restrictive shall be applied. C. Notify Engineer of conflicts between manufacturers' instructions and Contract Documents. 1.06 - Quality Assurance A. Full compliance with engineered design and specifications is required. Performance criteria included in the references shall be met. Test data shall verify system performange, N C-) .1M '---,. 9 1 t �J SP -096039 Page 4 of 7 PART PRODUCTS 2.01 - Materials A. HDPE Duct 1. Acceptable Manufactures: Endot, Amco, Carlon, Dura -line, or approved equal. 2. Product Description: High Density Polyethylene (HDPE), ASTM D 3035, SDR 11. UL Listed, smooth interior and exterior wall. Non -plenum rated. 3. Nominal Size: 2" (nominal) controlled outside diameter, for underground installations. 4. Color: orange; solid color. 5. Fittings and Duct Bodies: Manufacturer's recommended fittings and components to make the system work. B. HDPE Mechanical Coupling 1. NOTE: Ducts may also be field joined using approved fusion methods. 2. Acceptable Manufactures: ETCO 3. Product Description: Mechanical coupling, double E -Loc coupling for HDPE -to -HDPE connections in restrained and unrestrained installation locations. Threaded end caps with nylon compression bushing. 4. Nominal Size: Sized for 2" HDPE, SDR 11. C. Duct Plugs 1. Product Description: Expandable blank duct plug for 2" HDPE, SDR 11. Solid, elastomeric-gasket with pull -rope loop. D. Pull Tape 1. Composition: Woven polyester. a. Pulling Strength: minimum of 1250 lbs. b. Pull tape shall have permanent sequential footage markings. E. Handholes 1. Acceptable Manufactures: Hubbell Quazite or approved equal. 2. Product Description: a. Handhole box: polymer -concrete, ANSI Tier 22, open bottom, with 4" mouse -hole on two ends. b. Handhole cover: polymer concrete, ANSI Tier 15, heavy duty, two-piece, two bolts, logo to read "Fiber Optics". Cover bolts shall be 3/8" stainless steel, penta-head with washers. 3. Nominal Size: Nominal handhole size shall be 30" wide x 48" long x 36" deep. 4. Color: gray. F. Ground Bar and Termination Hardware 1. Product Description: Copper ground bars with dimensions measuring 1/4" x°1'" x 9" shall be furnished and installed with telecommunication handholes. The ground bars shall have 5 1/4 — 20 tapped holes with insulators and panhead torx screws. m� SP -096039 Page 5 of 7 G. Geotextile Materials 1. Product Description: Woven geotextile, polypropylene resin fiber material shall be furnished and installed with telecommunication handholes. Minimum Average Roll Values (MARV) shall be as follows: H. Locate / Tracer Wire 1. Product Description: Copper conductor, 45 MIL thick HDPE jacket, 12 AWG (or 10 AWG) solid copper conductor, designed for direct bury, orange in color. U O MARV PROPERTY TEST METHOD ENGLISH MECHANICAL Tensile Strength (Grab) ASTM D-4632 200 lbs Elongation ASTM D-4632 12% Puncture ASTM D-4833 90 lbs CBR Puncture ASTM D-6241 700 lbs Mullen Burst ASTM D-3786 400 psi Trapezoidal Tear ASTM D-4533 75 lbs ENDURANCE UV Resistance (% Retained at 500 hrs) ASTM D-4533 70% HYDRAULIC Apparent Opening Size (AOS)3ASTM D-4751 40 US Std. Sieve Permittivity ASTM D-4491 0.05 sec Water Flow Rate ASTM D-4491 4 gpm/fe H. Locate / Tracer Wire 1. Product Description: Copper conductor, 45 MIL thick HDPE jacket, 12 AWG (or 10 AWG) solid copper conductor, designed for direct bury, orange in color. U O (71 -_ per, Y� C) fT1 M p' rn �l SP -096039 Page 6 of 7 PART 3 EXECUTION 3.01- HDPE Duct Installation A. HDPE duct shall be installed at a depth of 36" to 42" of cover below grade. Minimum cover shall be 36" unless otherwise noted. Crossings of known and identified utilities and obstructions require variance to maximum and minimum depths specified. When a depth of 36" to 42" cannot be maintained notify the Owner's representative to determine maximum allowable depth. Provide additional cover as required by State, City, other utilities and authorities having jurisdiction where applicable or as necessary to traverse other utilities. B. Maintain a minimum 12" horizontal separation between other communication utilities and piped fluids. Maintain a minimum 3" horizontal separation from power and foreign conduits. Maintain a minimum 60" horizontal separation from water mains. At crossings provide a minimum vertical separation of 6" from conduits, ducts, cable and piped fluids. Notify Owner's representative for variances. C. Contractor is required to maintain positive drainage along the route throughout the duration of the project. All necessary dewatering shall be provided at no additional cost to the Owner. D. Provide pull tape in each HDPE duct in each segment of the route. Secure pull tape to duct plug at each end. E. HDPE duct shall extend into handholes and turn up. See detailed drawings for handhole installation. F. HDPE duct shall be installed using the industry standard installation equipment and methods. G. A site survey of the installation of the duct shall be made by the Contractor prior to beginning work. H. Cut duct square using a saw or pipe cutter, de -burr cut ends. I. Duct shall be field joined by either fusion methods or mechanical couplings. Use only those mechanical couplings specified. As -built markups shall reflect the station number of coupled joints. J. Plug both ends of unused duct using approved duct plugs. Protect installed duct against entrance of dirt and moisture before and after installation. K. Manufacturer's recommended installation tension shall not be violated. L. Damaged HDPE duct shall be replaced with new. M. Test each segment of new HDPE duct for excessive deflection and collapse using a test mandrel no smaller than 80% of inside diameter of the duct. The test shall be conducted after the trench has been backfilled and compacted to the required finished grade according to project specifications. 3.02 - Handhole Installation A. Refer to the detailed drawings for handhole installation details. B. Unless otherwise noted, handholes shall be installed level with grade, flush and parallel to streets and sidewalks. If necessary, slope the area around the handhole, within a few feet, to direct drainage away from the handhole. Provide fill around handhole and compact near to 90% modified standard proctor density using a vibrating rammer compaction machine with appropriate sized foot and compacting around handholes in 8" to 12" lifts C. All dirt, debris, trash, packaging, tape, etc., resulting from work associated with the project shall be cleaned from handholes prior to acceptance of the project work. The rim -of the handhole shall be cleaned and the cover bolted down when work is complete. Aiff bolts shall be accounted for. D. Open handholes shall be sufficiently barricaded. SP -096039 Page 7 of 7 PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 - Method of Measurement Measurement for Telecommunications Outside Plant Equipment and Materials will be as follows: A. IT / Interconnect HDPE duct, 2 inch diameter Linear feet (LF) shown in the contract documents. B. IT / Interconnect pull tape for HDPE duct Linear feet (LF) shown in the contract documents. C. IT / Interconnect handhole, 30"x 48" By count (EA). D. IT / Interconnect tracer wire for HDPE duct Linear feet (LF) shown in the contract documents. 4.02 - Basis of Payment Payment for Telecommunications Outside Plant Equipment and Materials will be as follows: A. IT / Interconnect HDPE duct, 2 inch diameter (LF) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of conduit of the given type and diameter. The unit price shall also include trenching or pushing, backfilling, compacting, surface restoration, HDPE duct, HDPE mechanical couplings, and duct plugs. B. IT / Interconnect pull tape for HDPE duct (LF) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of pull tape of the given type. C. IT/ Interconnect handhole, 30"x 48" (EA) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of handholes and covers of the given size and type. The unit price shall also include excavation, backfilling, compacting, surface restoration, polymer concrete handhole box and cover, stainless steel cover bolts, geotextile woven fabric, granular base, and ground bar and termination hardware. D. IT / Interconnect tracer wire for HDPE duct (LF) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of tracer wire of the given size and type. END OF SPECIAL PROVISION N O E N s ri <rn M a c� Cn J CYC l'. grIowa Department of Transportation SPECIAL PROVISIONS FOR TRAFFIC SIGNALIZATION Johnson County STP -U-3715(637)--70-52 Effective Date October 16, 2012 THE STANDARD SPECIFICATIONS, SERIES OF 2009, MODIFICATIONS. THESE ARE SPECIAL PROVISIONS PUBLISHED IN THE STANDARD SPECIFICATIONS SP -096041 (NEW) ARE AMENDED BY THE FOLLOWING AND SHALL PREVAIL OVER THOSE N 6 _ L� N Fn LJ ARE AMENDED BY THE FOLLOWING AND SHALL PREVAIL OVER THOSE SP -096041 Page 2 of 42 CITY OF IOWA CITY TRAFFIC SIGNALIZATION PART GENERAL 1.01- Section Includes A. Electrical B. Conduit C. Concrete Bases and Handholes D. Poles E. Signals F. Mast Arms G. Controller H. Fiber Optic Cable I. Video Traffic Detection System 1.02 - Description of Work A. Electrical This item includes furnishing and installing all electrical components in accordance with the Contract Documents. B. Conduit This item includes furnishing and installing conduit fittings associated with traffic signals in accordance with the Contract Documents. C. Concrete Bases and Handholes This item includes furnishing and installing bases and handholes associated with traffic signals in accordance with the Contract Documents. D. Poles This item includes furnishing and installing the poles associated with traffic signals in accordance with the Contract Documents. E. Signals This item includes furnishing and installing the signals in accordance with the Contract Documents. F. Mast Arms This item includes furnishing and installing the Mast Arms in accordance withahe Contract Documents. < a G. Controller This item includes furnishing and installing controllers in accordan2-*ith-the C;i act Documents. " v H. Fiber Optic Cable This item includes installation, termination, and testing fibers. V SP -096041 Page 3 of 42 I. Video Traffic Detection System This work shall consist of furnishing and installing a system that detects vehicles on a roadway using only video images of vehicle traffic and includes all hardware, software, equipment, labor, and materials necessary to complete the fully functioning system in place. 1.03 - Submittals A. Submit test results as set forth in the Contract Documents. B. Submit certificate of compliance indicating the materials incorporated into the Work comply with the Contract Documents. C. The substitution of materials is allowed as set forth in General Conditions. D. Supplier shall submit five (5) copies of Shop Drawings of Signal Poles and Mast Arms to the ENGINEER for review prior to manufacture of the mast arm assemblies. Manufacture shall not begin until the Shop Drawings have been approved by the ENGINEER. The intent of the ENGINEER's review and approval is to assist the supplier in interpreting the Specifications. Shop Drawing approval shall not relieve the supplier of the responsibility for errors in the Shop Drawing or the requirements of the Specifications. E. Complete and forward to the City three (3) copies of a list of unit costs for each item listed on the Schedule of Unit Prices by the preconstruction meeting. The Schedule of Unit Prices will be provided to the Contractor. The sum of the costs for each item shall equal the total Contract Lump Sum price for the traffic signal installation(s). The unit costs will be used to prepare progress payments to the Contractor. The unit costs will also be used to establish the total cost for any Extra Work Orders related to the traffic signal installation work items unless otherwise negotiated. F. Submit catalog cuts of each component incorporated into the project, showing the selected equipment meets the specifications. 1.04 - Delivery, Storage and Handling A. Deliver only materials that fully conform to these Specifications, or for which substitution has been approved as set forth in General Conditions. 1. The Bidder awarded the Contract shall complete the equipment list by writing in the name of the equipment manufacturer and catalog number of each item listed which he proposes to install. Before beginning Work on the Project, the CONTRACTOR shall submit three copies of the equipment list, and three copies of catalog cuts for all materials supplied by the CONTRACTOR. 2. Prior to ordering any materials the CONTRACTOR shall provide certification from the manufacturers of all electrical equipment, conduit, and cable stating said material complies with the Specifications. B. Store material in accordance with the manufacturers' recommendations and in locations which will minimize the interference with operations, minimize environmental damage, and protect adjacent areas. C. Remove and dispose of unacceptable materials from the site in accordance with the Contract Documents. 1.05 - Scheduling and Conflicts A. Schedule Work to minimize disruption of public streets and facilities. B. Discontinue Work which will be affected by any conflicts discovered 'or arty c4ngeslnQed to accommodate unknown or changed conditions and notify the ENGINEER. - 1.06 - Special Requirements A. The use of explosives is not permitted unless provided for in the special provisions of the Contract Documents. SP -096041 Page 4 of 42 B. All work and materials incorporated into this Project shall conform to all applicable local, state, and Federal requirements. C. The CONTRACTOR shall be prepared to furnish, upon request from the ENGINEER, a sample for evaluation, of any item or material which he proposes to furnish for this Project. D. Any modifications of the installation are subject to the approval of the ENGINEER. E. Unless otherwise specified in the Contract Documents, the installation of all signal equipment shall be in accordance with the Traffic Signal Manual of the International Municipal Signal Association (IMSA). F. The painted surface of any equipment damaged in shipping or installation shall be retouched or repainted in a manner satisfactory to the ENGINEER. o - w A SP -096041 Page 5 of 42 PART2 PRODUCTS 2.01 - Electrical A. Service Conductor (Power Cable) shall be 600 volt, single conductor cable, shall comply with 4185.12 of the Standard Specifications and shall be U.L. listed for type "USE." The sheath shall be black for the positive cable and white for the negative cables. B. Signal cable shall be solid and conform to the requirements of IMSA 19-1 or 20-1, or latest revision thereof. The number and size of conductors shall be as specified on the plans. C. Loop detector lead-in cable shall conform to the requirements of IMSA 50-2, latest revision thereof. D. Detector loop wire shall conform to the requirements of IMSA 51-5, latest revision thereof. The encasing tube shall be polyvinyl chloride. Detector loop sealant in pavement saw cuts and holes shall be a flexible embedding sealer. E. Connectors shall be either insulated spring steel connectors or insulated set screw connectors. The spring shall have sharp edges, round edges will not be approved. Connectors shall be approved by the ENGINEER prior to incorporation in the Work. F. Communication and Interconnect Cable (For Underground Installation) 1. Fiber Optic Cable shall be 1 hybrid cable with 6 strands of Multi -mode/ 6 strands of single -mode 2. Jacket. The overall jacket shall be made of virgin, black, low density, high molecular weight polyethylene. G. Self -Supporting (Figure 8) Communication Cable 1. Self -Supporting (Figure 8) communication cable shall meet all requirements of Paragraph 2.0117 for communication and interconnect cable except that the cable assembly is not required to be packed with petroleum jelly. 2. Self -Supporting (Figure 8) communication cable shall contain a messenger cable made of extra high strength, '/4 inch, 7 strand, Class A galvanized, steel of 6600 pound breaking strength. H. Tracer wire shall be a #10 AWG wire single conductor, stranded copper, Type THHN, with UL approval and orange jacket. I. Pull rope shall be a flat polyester pull -tape with a minimum pulling strength of 1250 lbs. and permanent sequential footage markings. J. Ground rods shall be high strength steel rods with chemically bonded copper coverings to provide high conductivity and to prevent electrolytic action. Rods shall be full length as shown on the plans and shall have a nominal diameter of five-eighths inch unless otherwise specified. Ground rods shall conform to the requirements of IMSA specification No. 62- 1956. K. All ground wires shall be #6 AWG, bare, solid annealed copper wire unless otherwise specified on the plans. L. All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA). All Work shall conform to the, TequirMents of the National Electrical Code. All miscellaneous electrical equipment shall approved. -i M. Circuit breakers shall conform to manufacturer's requirements. 1 N. Video Traffic Detection System: Iteris system is preferable ic- 1-0 .; r- 1. Cameras shall have color video. i 2. As an option, programming the system shall be available with the computer. Using a RS -232 communication link, the following capabilities shall be available as a minimum: SP -096041 Page 6 of 42 a. Continuous or single video snapshots. The user shall be able to select both the resolution and quality of the image. b. Remote detection zone setup. c. Detector File upload/download d. Ability to store the snapshot image. e. Security Protection to Prevent Unauthorized Remote Access. 3. The system shall detect vehicles in real time as they travel across each detector zone. 4. The system shall have an RS -232 port for communications with an external computer. 5. The system shall accept new detector patterns from an external computer through the RS -232 port when that computer uses the correct communications protocol for downloading detector patterns. 6. The system shall send its detector patterns to an external computer through the RS -232 port when requested when that computer uses the correct communications protocol for uploading detector patterns. 7. Up to 144 detection zones shall be supported and each detection zone can be sized to suit the site and the desired vehicle detection region. 8. Detection zones may be ANDed or ORed together to indicate vehicle presence on a single detector output channel. 9. When a vehicle is detected crossing a detection zone, the detection zone will flash a symbol on the video overlay display to confirm the detection of the vehicle. 10. Detection shall be at least 99% accurate in good weather conditions, with slight degradation possible under adverse weather conditions (eg. rain, snow, or fog) which reduce visibility. Detection accuracy is dependent upon camera placement, camera quality and detection zone location, and these accuracy levels do not include allowances for occlusion or poor video due to camera location or quality. 11. The system shall provide 32 channels of detection through either a NEMA TS I port or a NEMA TS2 port. 12. The system shall provide dynamic zone reconfiguration (DZR) to enable normal director operation of existing zones except the one being added or modified during the setup process. The system shall output a constant call on any detection channel corresponding to a zone being modified. 13. Detection zones shall be directional to reduce false detections from objects traveling in directions other than the desired direction of travel in the detection area. 14. The system shall process the video input from each camera at 30 frames per second. 15. The system shall output a constant call for each enabled detector output channel if a loss of video signal occurs. The system shall output a constant call during the background learning period. 16. The system shall operate satisfactorily in a temperate range from —34 C to +74 C and a humidity range from 0%RH to 95%RH, non -condensing as. set forth in NEMA specifications. 17. The system shall include an RS -232 port or serial communications wAh a re" to computer. This port shall be a 9 pin female "D" subminiature connector oo the front of the system. 18. The system shall include ports for transmitting TSI and TS2 detections to F �ffic controller. The TSI port shall be a 37 pin female "D" connector on the front the system. The TS2 port shall be a 15 pin female "D" connector on the front ofthe system. 19. The video inputs to the system shall include transient voltage suppression and isolation. Amplification that shall assure the 1 volt peak to peak video signal integrity is SP -096041 Page 7 of 42 maintained despite cabling losses and externally induced transients. The amplifier shall have a minimum common mode rejection at 60 Hz of 90 dB. 20. The system enclosure shall be bonded to a good earth ground. 21. The front face of the system shall contain indications to enable the user to view real time detections for up to 8 detector output channels at a time. 22. The video cameras used for traffic detection shall be furnished by the system supplier and shall be qualified by the supplier to ensure proper video detection system operation. 23. The camera shall produce a useable video image of the bodies of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range from night time to day time, but not less than the range 0.1 lux to 10,000 lux. 24. The camera shall include auto -iris control based upon average scene luminance and shall be equipped with an auto -iris lens. 25. The camera shall include a variable focal length lens with variable focus that can be adjusted, without opening up the camera housing, to suit the site geometry. 26. The camera electronics shall include AGC to produce a satisfactory image at night. 27. The camera shall be housed in an environmentally sealed enclosure pressurized with dry gas to minimize the formation of condensate and extend the life of the camera and lens. The housing shall be field rotatable to allow proper alignment between the camera and the traveled road surface. 28. The camera enclosure shall be equipped with a sun shield. The sunshield shall include a provision for water diversion to prevent water from flowing in the cameras field of view. The camera enclosure with sunshield shall be less than 6" diameter, less than 26" long, and shall weigh less than 12 pounds when the camera and lens are mounted inside the enclosure. 29. The camera enclosure shall include a thermostatically controlled heater to assure proper operation of the lens iris at low temperatures and prevent moisture condensation on the optical faceplate of the enclosure. 30. When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a temperate range from —34/C to +55/C and a humidity range from 0% RH to 100% RH. 2.02 - Conduit A. Galvanized rigid steel conduit (RS) shall meet the requirements of ANSI Standard Specification C 80.1, latest revision. The number and size of conduits shall be as called for on the plans. Conduit shall be of standard length with each length bearing the UL approved label. B. High-density polyethylene (HDPE) conduit for traffic signal applications shall be red in color with an SDR of 13.5. The number and size of conduits shall be as called for on the plans. HDPE duct plugs shall be blank expandable duct plugs with elastomerics-gaskets and rope loops. C. Polyvinyl Chloride (PVC) conduit shall be Schedule 80. The number:-and'size,of conduits shall be as called for on the plans. Conduit shall be of standard length with -each length bearing the UL approved label. For traffic signal applications, schedule 80 PVC may, be substituted for HDPE conduit when necessary to facilitate installations in tight iodations: D. Conduit fittings shall conform to the requirements of ANSI Standard Specification 0.80.4, latest revision. All fittings used with rigid steel conduit shall be galvanized steel. Fittings of aluminum or zinc alloys are not acceptable. Bell end fittings shall be installed on the exposed ends of PVC or HDPE conduit. SP -096041 Page 8 of 42 E. Conduit couplers shall be threaded -type for RS conduit. Conduit couplers for HDPE to HDPE connections shall be double a-loc couplers. 2.03 - Concrete Bases and Handholes A. Concrete for bases shall be Class "C" structural concrete, C-4 mix. B. Reinforcement for bases shall meet the requirements of Section 2404 of the IDOT Standard Specifications for Highway and Bridge Construction, Current Series. C. Precast concrete handholes shall be placed on course aggregate base, Iowa DOT Specification 4109, Gradation No. 5. D. Lids for precast concrete handholes shall be cast-iron. Covers shall be Type `C' (checkered top), with minimum weight 165 pounds. Manufacturer's name and "TRAFFIC SIGNAL" lettering shall be cast on top of the cover E. Precast concrete pipe used in constructing handholes shall be Type 2000-D. F. Handhole cable hooks shall be galvanized according to ASTM A 153. G. Plastic loop handholes shall be Pencell PE -10, FiberProTek FC1800, Strongwell (Quazite) PT/LT, or an approved equal. H. TYPE 1 Handholes shall be stackable precast polymer concrete with dimensions measuring 17 inch x 30 inch x 30 inch deep minimum. The handhole shall have a one-piece cover with the legend "Traffic Signal" on the cover. If cover bolts are supplied, they shall not be installed but provided to the City. The handhole shall have an open bottom, be gray in color, include 4" mouse holes on two sides, and have an ANSI Tier 22 rating. The handhole cover shall be gray in color with an ANSI Tier 15 rating. 2.04 - Pole and Mast Arm Assembly A. General The mast arms, support poles, and luminaire arms shall be continuous tapered, round or octagon steel poles of the anchor base type. The poles and mast arms shall be a minimum of 7 gauge fabricated from one length of steel sheet with one continuous arc welded vertical seam, unless otherwise approved by the ENGINEER. The poles and mast arms shall be fabricated from corrosion resistant steel meeting requirements of ASTM A595, Grade C, and A606, Type 4 sheets (with minimum chemical requirements of A588, Grade D), and the base and flange plates shall be fabricated from A588 structural steel. After manufacture, poles and mast arms shall have a minimum yield strength of 48,000 p.s.i. The base plate shall be attached to the lower end of the shaft by a continuous arc weld on both the inside and outside of the shaft. It may be permissible to fabricate poles and mast arms by welding two sections together. The method used for connecting the sections shall result in a smooth joint and shall be factory welded as follows: a. All longitudinal butt welds, except within one foot of a transverse butt -welded joint, shall have a minimum 60 percent penetration for plates 3/8 inch and less in thickness, and a minimum of 80 percent penetration for plates over 3/8 inch thickness. b. All longitudinal butt welds on poles and arms within one foot of a tr4verse butt - welded joint shall have 100 percent penetration. c. All transverse butt welds for connecting sections shall have 10.0 perce% penetration achieved by back-up ring or bar. d. All transverse butt welds and all specified 100 -percent -penetration longitudinal butt welds on poles and mast arms shall be examined 100 percent by ultrasogic inspection according to the requirements of AWS D1-1.80. Welding, fabrication, and inspection shall conform to the Iowa Department of Transportation Supplemental Specification for Structural Steel, a separate Specification. SP -096041 Page 9 of 42 Personnel performing nondestructive testing shall be qualified in accordance with the American Society for Nondestructive Testing Recommended Practice No. SNT-TC-1A and applicable Supplements B (Magnetic Paricle) and C (Ultrasonic). Evidence shall be presented for approval of the ENGINEER, concerning their qualifications. A report shall be required showing that welds have been inspected and either found satisfactory or found unsatisfactory but repaired and reinspected and found satisfactory. The cost of all nondestructive testing shall be paid by the supplier and will be considered incidental. 2. Pole manufacturers shall certify that only certified welding operators in accordance with Iowa Department of Transportation Supplemental Specification for Structural Steel were used. The welding consumables used shall be in accordance with the approved list famished by the Iowa Department of Transportation. B. Mast Arms 1. The mast arms shall be designed in accordance with the AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals and designed to support traffic signals and/or signs as shown on the attached tabulation. They shall be certified by the Fabricator that the mast arms are capable of withstanding winds up to 100 miles per hour without failure. The length of the mast arms shall be as specified on the Schedule of Prices. 2. When loaded with the signals and signs the mast arms shall have a slight rise. Unloaded the maximum angle between the mast arm and horizontal shall be 4 degrees, unless approved by the ENGINEER. C. Poles 1. The pole shall be designed to support the mast arm so when it is equipped with the traffic signals and/or signs it will provide a minimum of 15.0 feet and a maximum of 19.0 feet clearance from the street surface to the bottom of the signal heads or signs. 2. The pole shall be equipped with two reinforced handholes with covers (4"x6-1/2" minimum). One handhole shall be located 18 inches above the base and 180 degrees with respect to the mast arm. The second handhole shall be located directly opposite the traffic signal mast arm. Securing the cover to the pole shall be done with the use of simple tools. 3. A lug shall be provided in the pole base near the handhole to permit connection of a #6 AWG grounding wire. D. Signal Pole and Mast Arm Loading 1. Traffic signal poles and mast arms shall be fabricated according to the standard Specifications assuming the following signal head and signing loads: a. Maximum Loading for Arms 36 to 47 Feet Long 5 -section head on end, 24"00" sign centered 2 ft. inboard, 3 -section head 12 ft. inboard, 3 -section head 24 ft. inboard, 18"x60" metro sign centered 28 ft. inboard, 2 3 -section pole mounted heads, 2 2 -section pole mounted pedestrian head§ juminaire, 6" backplates on all signal heads. b. Maximum Loading for Arms greater than 47 Feet Long s 5 -section head on end, 24"00" sign centered 2 ft. inboard, 3 -section head 12. inboard, 24"00" sign centered 14 ft. inboard, 3 -section head 24 ft: inboa3d—, 3- section head 36 ft. inboard, 18"x60" metro sign centered 28 ft: inboard,; 3-seetn pole mounted heads, 2 2 -section pole mounted pedestrian heads, luininam " backplates on all signal heads. 5'? E. Pole and Mast Arm Mounted Signs The CONTRACTOR shall furnish and install all mast arm mounted and pole mounted signs shown on the traffic signal plans except street name signs. Street name signs shall SP -096041 Page 10 of 42 be furnished by the City and installed by the CONTRACTOR. All signs shall conform to the Manual on Uniform Traffic Control Devices. 2. Sign mounting may be either a manufactured mounting bracket from a vendor or support bracketry assembled by the CONTRACTOR. All steel support bracketry shall be galvanized and the banding shall be stainless steel. Either method shall hold the sign firmly in place in winds up to 100 mph. The above Work shall include furnishing and installing all necessary signs, mounting brackets, stainless steel banding, and miscellaneous hardware to complete the sign installation in place. 3. A J -hook wire support shall be provided 6" to 12" above and 90 degrees with respect to the opening for each mast arm and luminaire arm. The J -hook shall be a curved 3/8" diameter steel bar. F. Finish 1. Where called for on the plans, the poles and mast arms shall be weathering steel. 2. Where called for on the plans, the poles and mast arms shall be galvanized steel per the following: a. Surface Preparation Steel plates shall be blast cleaned as necessary to remove rolled -in mill scale, impurities, and non-metallic foreign materials. After assembly, all weld flux shall be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by immersion in sulfuric acid, and rinsed clean from any residual effects of the caustic or acid solutions by immersion in a fresh water bath. Final preparation shall be done by immersion in a concentrated zinc ammonium chloride flux solution with an acidity maintained between 4.5-5.0 pH. The assembly shall then be air dried to remove any moisture remaining in the flux coat and/or trapped within the product. b. Zinc Coating The assemblies shall be hot -dipped galvanized to the requirements of either ASTM A123 (fabricated products) or ASTM A153 (hardware items) by immersion in a molten bath of prime western grade zinc maintained between 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.0 1 % and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free coating. 3. Where called for on the plans, the poles and mast arms shall be powder coated over galvanized per the following: a. Surface Preparation Steel plates shall be blast cleaned as necessary to remove rolled -in mill scale, impurities, and non-metallic foreign materials. After assembly, all weld flux shall be removed. The iron or steel shall be degreased by immersion in caustic solution, pickled by immersion in sulfuric acid, and rinsed clean from any residuakeffects of the caustic or acid solutions by immersion in a fresh water bath. Final Preparation shall be done by immersion in a concentrated zinc ammonium chloride flu; solgton with an acidity maintained between 4.5-5.0 pH. The assembly shall then :bj air dried to remove any moisture remaining in the flux coat and/or trapped within the product; b. Zinc Coating The assemblies shall be hot -dipped galvanized to the requirements of either ASTM A123 (fabricated products) or ASTM A153 (hardware items) by immersion iW a molten bath of prime western grade zinc maintained between 810-850 degrees Fahrenheit. Maximum aluminum content of the path shall be controlled to 0.0 1 % and Flux ash shall be skimmed from the bath surface prior to immersion and extraction of the assemblies to assure a debris free coating. SP -096041 Page 11 of 42 c. Top Coat All galvanized exterior surfaces visually exposed shall be coated with a Urethane or Triglycidyl Isocyanurate Polyester Powder to minimum film thickness of 2.0 mils. The coating is to be electrostatically applied and cured in an oven by heating the steel substrate to between 350 and 400 degrees Fahrenheit. d. Color The finished color shall be a Green closely matching other poles in use in the City which are Valmont's Green pitts 74-gf/5. e. Packaging All parts shall be packaged, wrapped, or cradled in a manner which will insure arrival at the destination without damage to the surface. G. Hardware 1. The mast arms and poles shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. 2. The anchor bolts shall meet the requirements of ASTM A36 or approved equal. 3. Bolts attaching the arms to the pole shall meet the requirements of ASTM A325 or approved equal. 4. The anchor bolts shall be hot dip galvanized for a minimum of 12 inches on the threaded end. The anchor bolts shall be threaded a minimum of 6 inches at one end and have a 4 inch long 90 degree bend at the other end. The Fabricator shall submit drawings for the anchor bolts and base plate design. All hardware shall be steel, hot dipped galvanized meeting the requirements of ASTM A153, Class D, or shall have an electrodeposited coating of the same coating thickness, and so designed for this purpose. 5. Anchor bolt covers, pole top covers, and mast arm end covers shall be gray cast iron castings conforming to ASTM Designation: A48 Class 30. Items supplied with weathering steel poles shall be painted to match the weathering steel poles. Items supplied with powder coated galvanized poles shall be powder coated to match the poles. H. Luminaire Extension I. All mast arm assemblies will require luminaire extensions as noted in the plans. The pole for the luminaire extension shall provide a continuous shaft as required for the mast arm. 2. The pole for the luminaire extension shall be vertical, unless approved by the ENGINEER. Luminaire arm shall be a single curved arm, unless otherwise noted on the plans. 3. The end of the luminaire arm shall provide a 30 -ft. luminaire mounting height, unless otherwise noted on the plans. a 2.05 - Signals A. General 1. The signal heads shall be complete with all fittings and brackets fog'=$ complete installation. Each signal shall consist of a main body assembly, optical units, necessary screws, wing nuts, eyebolts, etc., and shall be delivered completely assembled. All hardware including hinge pins, wing nuts, eye bolts or latch bolts ,shall be made' of a solid non -corrosive metallic material to prevent seizure or corrosion by ;the elements. Each signal shall be smooth both inside and outside and shall contain no sharp fins or projections of any kind. The doors and visors shall be flat black. All metal parts shall be painted with one coat of primer and two coats of high grade Federal Black enamel. All parts of the vehicle signals shall be in compliance with the last ITE Report on Adjustable Face Vehicle Traffic Control Signal Heads. 2. The electrical and optical system of the signal head shall be designed to operate on 115 volt, single phase, 60 Hertz alternating current. SP -096041 Page 12 of 42 3. All exterior surfaces shall be black. 4. Main Body Assembly of the signal unit shall consist of one or more polycarbonate sections have integral cast serrations so when assembled with the proper brackets they may be adjusted in increments and locked securely to prevent moving. The sections shall be designed so that when assembled they interlock with one another. All joints between sections shall be waterproof. The sections shall be held firmly together by lockouts or other means approved by the ENGINEER. Any open end on an assembled signal face housing shall be plugged with an ornament cap and gasket. 5. Doors and Optical Units a. The doors shall be made of polycarbonate. Each door shall be of the hinged type and shall be held closed by a wing nut or other approved means. The hinge pins shall be designed so that the doors may be easily removed and reinstalled without the use of special tools. Each door shall have a polycarbonate visor designed to shield each lens. The inside of each visor shall be flat black. b. The optical system shall be so designed as to prevent any objectionable reflection of sunrays even at times of the day when the sun may shine directly into the lens. When the door of the optical unit is closed, all joints in the assembly between the interior and exterior of the reflector shall be closed against suitable gaskets in order that the units may be dust tight. Between the door and the lens, there shall be a neoprene gasket securely fastened around the outer surface of the lens. Said gasket to be engaged by the rim of the reflector holder when the door is closed to render the union between the reflector holder and the door assembly dust tight. c. The reflector shall be parabolic in design and made of specular Alzak aluminum. d. The reflector holder shall be of non-ferrous or rust proofed metal and designed to separately support the reflector and socket in proper relation to the lens. The reflector holder shall be hinged to the left-hand side of the signal body when viewed from the front. On the right-hand side, the reflector holder shall be held in place by a spring catch or other quickly releasable means. e. Both the hinge device and the spring catch or equivalent shall be of a flexible nature which will permit the reflector holder to be pushed inwardly for at least one - sixteenth of an inch and to align itself correctly with the lens when the door of the optical unit is closed and pressed against the rim of the reflector holder. By such means, the joint between the reflector holder and the lens shall be rendered dust - tight. It shall not be necessary to remove any screws or nuts in order to swing the reflector holder out of the body section to obtain access to the light socket. f The socket shall be arranged with a lamp grip so it will be impossible for the lamp to beloosened by vibration. 6. The wire entrance fitting shall be made of malleable iron or other approved material equipped with a standard 1-1/2" pipe fitting for attachment to the signal head. It shall be provided with weatherproofing means so that when it is attached to the top Rf the signal a weatherproof assembly results. Positive locking means shall be. provided' so that the signal cannot loosen from the fitting. The fitting shall be provided with an insulation bushing at the point where wires enter. The fitting shall be provided with self-14ctng features to prevent the signal head from turning out of directional Wustmm. in q strong wind. It shall be painted in color to match that of the signal. B. Vehicle Signals o 1. In addition to meeting the requirements of Section A., Vehicle Signals §Nall meet the following requirements: a. All signal indications shall use Light Emitting Diode (LED) Vehicle Signal Modules. All lenses shall be prismatic and long range. The lenses shall be 12 inches in diameter. All lenses shall be made of vandal resistant polycarbonate or acrylic plastic SP -096041 Page 13 of 42 free from bubbles and flaws. The lenses shall meet the light transmittivity and chromaticity standards established by the ITE Standard for Adjustable Face Vehicle Traffic Control Signal Heads. b. Visors shall be of the tunnel type not less than eight inches in length and shall be designed in a manner such that the visor may be easily installed or removed from the signal head. c. A terminal block shall be mounted in the back of the second section of the signal head. The terminal blocks shall be secured at both ends. d. Signals shall be shipped completely assembled with tunnel visors attached to the signal door. C. Pedestrian Signals 1. In addition to meeting the requirements of Section A., Pedestrian Signals shall meet the following requirements: a. Pedestrian signals shall consist of two signal sections with rectangular lenses and mounting attachments. The upper section shall display a "Hand" symbol and shall display a "Walking Person" symbol. The lower section shall be a count down timer. The two sections shall be of such design and construction as to fit rigidly and securely together with or without a spacer. No spacer shall be more than %z inch thick. The signals shall operate with LED. b. The lenses shall be either sanded or prismatic lenses. The lenses shall be made of vandal resistant polycarbonate or acrylic plastic. The symbols on these lenses shall be at least 9 inches high and shall be designed to produce a maximum visibility both day and night. The Walk symbol shall be White LED modules and the Don't Walk symbol shall be Portland Orange LED. Both messages shall be screened on the lenses with a material which will not crack or peel. The background or field around both messages shall be black. c. Each signal lens shall be equipped with a visor not less than seven inches in length, which encloses the top and both sides of the lens. D. Optically Limiting Signal Heads 1. Optically limiting signal heads shall meet all of the applicable requirements of Section A through Section B except as hereafter provided: a. Optically limiting signal heads shall permit the visibility zone of the indication to be determined optically. The field of light coverage vertically, laterally, and longitudinally shall be controllable within one degree of any axis, without the use of tunnel visors or louvers. The projected signal indication shall be visible or selectively veiled anywhere within 15 degrees of the optical axis. b. The signal section shall be provided with a rigid connection that permits tilting from at least nine degrees above to nine degrees below the horizontal while maintaining a common vertical line through couplers and conduit. Head assemblies shall be adaptable for mounting on conventional mounting fixtures or in comb'ation with conventional signal sections. The signal section shall be capable of mounting and servicing with ordinary tools. c. The optical system shall include 120 volts, 150 watt, three prong sealed beam lamp with an average rated life of 6,000 hours with an integral_ reflectdra, and opfical limiter -diffuser, an objective lens, and optical masking tape. - i. The optical limiter -diffuser combination shall provide an imagigg surface, at focus on the optical axis for objects 900 to 1,200 feet distance,;bnd permit an effective veiling system to be selectively applied as determined by the desired visibility zone. The optical limiter shall be composed of heat resistant glass and provided with positive indexing means. SP -096041 Page 14 of 42 ii. The objective lens shall be a high resolution, planar incremental lens hermetically sealed with a flat laminate of weather resistant acrylic plastic. The visible signal indication shall be at least 10-3/4 inches in diameter for circular indications, and the visible arrow indication shall conform to the requirements of the Institute of Transportation Engineer's Standards. d. A voltage reducer shall be supplied to provide dimming of all the optically limiting signal lamps as the ambient light intensity drops below approximately three-foot candles. e. Each signal housing shall be constructed of die-cast aluminum conforming to the Institute of Transportation Engineer's alloy and tensile requirements and shall have a chromate preparatory treatment. The exterior of the signal -housing, lamp housing and mounting flange shall be finished with a high quality baked enamel prime and finished painted flat black. The lens holder and interior of the signal housing shall be optically flat black. f. Each signal lens shall be equipped with a visor, which encloses the top and both sides of the lens. The interior and exterior color shall be optical black. E. Mounting Assemblies 1. Mounting assemblies shall consist of 1-1/2 inch standard pipe and fittings. All members shall be so fabricated such that they provide plumb, symmetrical arrangement, and securely fabricated assemblies. Construction shall be such that all conductors are concealed within assemblies. Cable guides shall be used to support and protect conductors entering assembly through poles. All threads shall be coated with rust preventive paint during assembly. 2. Support brackets, trunnions, and fittings shall be made of cast aluminum, steel, or cast iron. Bracket parts except for stainless steel parts shall be given one prime coat of metal primer and two coats of high quality Black exterior enamel. 3. Mounting assemblies shall be watertight and all open segments of the fittings shall be plugged with an ornamental plug and a gasket. 4. Mast arm mounting brackets shall be furnished with a completely adjustable stainless steel strap around arm, malleable clamp casting, vertical support tube, top and bottom signal head support with set screws, bolts, hole with rubber grommet in mast arm, and all incidentals necessary for complete installation. 5. Brackets for mounting the signal head on top of a pedestal shall provide support for both the top and bottom of the signal head. F. Each signal shall be packed or crated separate and complete by itself. The outside of each package or crate shall clearly show the manufacturer, type, catalog number, Purchaser purchase order number and project. Mounting attachments may be shipped separate from the signals, but the boxes or crates shall be marked clearly with the same information as the signals. Mounting attachments of different types shall not be mixed in one box or crate. 2.06 - Traffic Signal LEDs' A. LED Vehicle Signal Module 1. LED Vehicle Traffic Signal Modules shall comply with the latest revision of the "Equipment and Material Standards of the Institute of Transportation Engineers: Chapter 2a: VTCSH Part 2: Light Emitting Diode (LED) Vehicle Signal Modules (Interim)" Note the following: a. "Section 5.5 Dimming (Optional)" is not required. b. "Section 5.8 Failed State Impedance (Optional)" is required. c. Compliance with all other sections of this standard is required. SP -096041 Page 15 of 42 2.07 - Backplates A. Backplates shall be 0.125 inch thick thermoplastic and provide a minimum of a 5 inch black field around the assembly. Corners of the backplates shall be rounded with a 2%2 -inch radius. B. Backplates shall be supplied with attaching bolts or screws in sufficient quantity to securely hold the backplates to the signal heads. 2.08 - Aluminum Traffic Signal Pedestal A. The pedestal shaft shall be fabricated of aluminum tubing with a wall thickness of not less than 0.125 inches. Shaft shall have a brushed aluminum finish. B. The shaft shall be attached to a square cast -aluminum base with a handhole. The size of the handhole shall be at least 8%2 inches by 8%2 inches and equipped with a cover, which can be securely fastened to the base with the use of simple tools. A lug shall be provided near the handhole to permit connection of a #6 AWG grounding wire. C. The length of the pedestal, from the bottom of the base to the top of the shaft, shall be 10 feet. The top of the shaft shall have an outer diameter of 4%2 inches and shall be designed to receive a pole top mounting bracket to a traffic signal. Pedestrian heads shall be side -0f -pole mounted. D. Pedestals shall be equipped with all necessary hardware, shims and anchor bolts to provide for a complete installation without additional parts. E. The pedestal base shall be designed to mount on four '/,-inch anchor bolts spaced evenly around a 12% -inch diameter bolt circle. 2.09 - Pedestrian Push Button Detectors A. Pedestrian push button detectors shall be of the direct push contact type without levers, handles or toggle switches. Each detector shall consist of a pressure activated non-moving button mounted in a durable case. The button shall have a two tone audible and visible momentary LED light. The button shall be entirely insulated from the case and operating button with terminals for making connections. The case shall have one outlet for 1/2 inch pipe. The operating button shall be made of brass or other non -rusting metal alloy and shall be of sturdy design. This button shall be weatherproof. The entire assembly shall be weathertight, secure against electrical shock and of such construction as to withstand continuous hard usage. The contacts shall be normally open and no current flowing except at the moment of actuation. B. A saddle shall be provided if necessary to secure a rigid installation and neat fit. C. Push button detectors shall be given one prime coat of metal primer and two coats of high quality black exterior enamel. 2.10 - Controllers A. General Design Requirements 1. Purpose. It is the purpose of Section A of these specifications to set forth minimum design and functional requirements for all actuated controllers -included in this specification.to: 2. Electrical Requirement a. Power i. Nominal Voltage and Current. The controller shall be designed to operate r m a nominal 120 volt alternating current, 60 hertz power source. v;> ii. Voltage and Current Ranges. The controller shall operate satisfactorily within a voltage range of 95 to 135 volts alternating current and a frequency range of 57 to 63 hertz. b. Controller Connections. NEMA Connection Requirement. The controller shall contain a circular twist lock type connector meeting the requirements of Part 3, SP -096041 Page 16 of 42 Section TS 1-3.05 "Pin Connections", paragraph A. NEMA Traffic Control Systems Standard TSI -1983. c. Overcurrent Protection. The controller shall contain a front panel mounted AC power input fuse of suitable size to provide over -current protection. d. Automatic Reorientation. In the event of a power interruption, the controller shall be capable of automatic reorientation upon power resumption and shall require no manual initiation or switching. 3. Consistency of Intervals. Minimum Requirements. The length of any interval or timing setting shall not change by more than +400 milliseconds from its set value, so long as the voltage and frequency of the power supply and the ambient temperature inside the controller cabinet remain within the tolerances specified in these specifications. 4. Interval Sequence a. General. The controller shall provide the proper intervals and interval sequence as required in the following section of these specifications. b. Required Interval Sequence. The phase and interval sequence shall be programmable to provide from two through eight phase dual ring operation with 4 overlaps as described in the latest revision of the NEMA Standards for traffic control systems. c. Skipping of Actuated Phases. If, prior to the end of the green interval of the terminating phase, neither vehicle nor pedestrian memory indicates a need for the next traffic phase, the intervals which comprise that phase shall be omitted from the interval sequence. However, once the green interval has been terminated, the phase causing the termination may not be omitted. This does not, however, preclude the use of recall switches which when in the "on" position, shall cause the phase to be displayed even though no detector actuations have been received. 5. Interval Setting and Functions a. Provision for Setting. The controller shall provide for the setting of each interval, portion of interval, or function by means of a positive setting on a keyboard. i. Keyboard entry shall have a user friendly interface such that in every case the meaning of a number being displayed shall be clearly evident without reference to the sequence of key strokes preceding the display and without reference to a manual or instruction sheet. The method of finding current data and of changing data shall be intuitive to the extent that little or no training is required and keystroke sequences do not need to be memorized except for security access codes. b. Location of Controls. The interval and function controls shall be located on the front of the controller and shall be properly designated as to the function each control performs. c. Required Intervals/Functions and Ranges. The required intervals, portions of intervals, and functions for each phase of operation are listed in Table 1. d. Interval and Function Indication i. Indication. Long life light emitting diode indications or approved tijual shall be provided and appropriately labeled on the controlW- _, (o ilitate. _the determination of operation and termination of the inieiirfits i5d fun&ibns contained therein. Indication shall include but not necessgltyy,be-limited=the following: `D Phase(s) next Dwell Phase(s) in service Walk ' Initial interval Ped clear: Vehicle interval Force off SP -096041 Page 17 of 42 Yellow change interval Hold Maximum termination Red clearance Gap termination ii. Call Indication. Indication shall be provided on the controller to display presence of vehicle call including memory and detector actuations and presence of a pedestrian call when pedestrian timing functions are included. TABLE 1 Functions and Timing to be Provided On Each Phase of Operation e. Vehicle Recall Switch(s). A recall switch shall be provided for each actuated vehicle phase which, when asserted, shall cause the automatic return of the right-of-way to that phase in accordance with the specified interval sequence. f. Maximum Recall Switch(s). The recall switch(s) shall provide a maximum recall position which when asserted for a phase, shall cause the automatic return of the right-of-way to that phase for the duration of the maximum green interval in accordance with the specified interval sequence. g. Vehicle Detector Non -Lock Memory Switch(s). A switch shall be provided for each actuated vehicle phase which, when placed in the non -lock position, shall cause the vehicle detector memory circuit for that phase to be disabled. h. Pedestrian Recall Switch(s). A recall switch shall be provided for each actuated phase that includes pedestrian interval timing function, which When asserted, shall cause the automatic return of the controller to that phase and related pedestrian interval(s). i. Flashing of Pedestrian Clearance Interval Functions. Means shall be provided to control the flashing of pedestrian signals during the pedestrian clearance intervals). 6. Signal Circuits. - a. General. The controller shall be provided with suitable load switches, external to the controller, for closing and opening signal light circuits. Such shall b& -sufficient in quantity to provide the interval sequence as described in Subsection A.4.b, Section Minimum Ranee (Sec.) Increment (Sec.) Minimum Initial 1-99 1.0 Maximum Initial * 0-99 1.0 Added Initial Per Actuation 0-9 0.1 Passage Time 0-9 0.1 Minimum Gap 0-9 0.1 Time To Reduce to Minimum Gap 0-9 0.1 Time Before Reduction 0-99 1.0 Maximum 1 1-99 1.0 Maximum 2 1-99 1.0 Yellow Change 0-9 0.1 Red Clearance 0-9 0.1 Walk 0-99 1.0 Pedestrian Clearance 0-99 1.0 Red Revert (One Per Controller) 3-9 1.0 * Maximum Initial may have fixed value of 30 Sec. e. Vehicle Recall Switch(s). A recall switch shall be provided for each actuated vehicle phase which, when asserted, shall cause the automatic return of the right-of-way to that phase in accordance with the specified interval sequence. f. Maximum Recall Switch(s). The recall switch(s) shall provide a maximum recall position which when asserted for a phase, shall cause the automatic return of the right-of-way to that phase for the duration of the maximum green interval in accordance with the specified interval sequence. g. Vehicle Detector Non -Lock Memory Switch(s). A switch shall be provided for each actuated vehicle phase which, when placed in the non -lock position, shall cause the vehicle detector memory circuit for that phase to be disabled. h. Pedestrian Recall Switch(s). A recall switch shall be provided for each actuated phase that includes pedestrian interval timing function, which When asserted, shall cause the automatic return of the controller to that phase and related pedestrian interval(s). i. Flashing of Pedestrian Clearance Interval Functions. Means shall be provided to control the flashing of pedestrian signals during the pedestrian clearance intervals). 6. Signal Circuits. - a. General. The controller shall be provided with suitable load switches, external to the controller, for closing and opening signal light circuits. Such shall b& -sufficient in quantity to provide the interval sequence as described in Subsection A.4.b, Section SP -096041 Page 18 of 42 2.10 of this specification. Solid state load switches will be required for solid state controllers. b. Closing and Opening of Circuits/Minimum Capacity. The closing or opening of signal circuits shall be positive without objectionable dark intervals, flickering of lights, or conflicting signal indications. Each switch shall have a capacity of not less than 10 amperes of incandescent lamp load at 120 volts AC. c. NEMA Triple Signal Load Switch(s). External jack mounted load switches shall be provided in accordance with Part 5, "Solid -State Load Switches", Sec. TS 1-5.01, NEMA Traffic Control Systems Standards, TSI -1983. 7. Conflict Monitor Minimum Requirements. For actuated controllers of solid state design and construction or actuated controllers utilizing solid state load switches, a separate external signal monitoring device shall be provided to monitor the occurrence of conflicting Green or Walk indications and shall cause the signals to go into flashing operation should such conflicts be sensed. This shall conform to Part 6, NEMA TS1- 1983. The monitor shall have an LCD Screen. 8. Flashing of Signals. a. Minimum Requirements. Means external to the controller shall be provided to permit the substitution of flashing signal indications for the normal specified interval sequence. The indications to be flashed shall be as specified here or in the included interval sequence chart on the plans. All signals shall flash red. i. Flashing Rate. Flashing shall be at the rate of not less than 50 nor more than 60 flashes per minute with approximately 50% on and 50% off periods. Flashing rate shall not vary so long as the power source remains within the specified limits. ii. Capacity. The operation of the flashing circuit shall be accomplished in such a manner as to avoid undue pitting or burning or other damage to load switches at 10 amperes of tungsten lamp load at 120 volts, 60 hertz AC for 50 million times. b. Control of Flasher Mode. i. Police panel switch. Operation of flash mode from police panel shall put operation of controller into Stop Time Mode. ii. Inside switch. An "auto -off -flash" mode switch shall be provided inside cabinet. c. Flashing of Vehicular Signals. Flashing of vehicular signal indications shall be obtained from one or more flashers, each of which is a self-contained device designed to plug into a panel in the controller cabinet. If the flashing is provided by two flashers, they shall be wired to assure that the flashing of all lenses on the same approach is simultaneous. d. Flashing of Pedestrian Signals (Pedestrian Clearance). When pedestrian interval timing functions are included, means shall be provided to permit flashing of the DONT WALK pedestrian signals during the pedestrian clearance interval. e. Solid State Flasher. A solid state flasher with no contact points or moviugparts shall be provided. The solid state flasher shall utilize zero point gwitching�This shall conform to Part 8, NEMA Traffic Control Systems Standards, TIi7.-983" --a 9. Manual Control. a. Manual Control Enable. When specified, manual commands shall placeiehicle calls and pedestrian calls (when pedestrian timing is included in the controllees sequeice of operation) on all phases, stop controller timing in all intervals exoept vehicle clearances, and inhibit the operation of the external advance input during vehicle clearance. b. Operation Without Pedestrian Timing. When concurrent pedestrian timing is not provided, one actuation of the interval advance input shall advance the controller to SP -096041 Page 19 of 42 Green rest, from which it will immediately select a phase next and advance to the Yellow Vehicle Clearance, subject to the constraints of concurrent timing c. Operation With Pedestrian Timing. When concurrent pedestrian service is provided, two sequential activations of the interval advance input shall be required to advance through a Green interval, the first actuation shall terminate the WALK interval, and the second shall terminate the GREEN interval including the Pedestrian Clearance Interval. d. Automatic Timing of Vehicle Change/Clearance Intervals. All Vehicle Change/Clearance Intervals shall be timed internally by the controller. Actuations of the interval advance input during Vehicle Change/Clearance intervals shall have no effect on the controller. 10. Stop Timing. a. Suitable input from auxiliary equipment or other external sources, shall cause cessation of controller timing during assertion of such input. Upon removal of such input assertion, the interrupted interval, which was timing, shall resume normal timing. Provisions shall be made to insure that there is no conflict between the various inputs to this function which would result in a stop time signal for one ring affecting the condition of the other ring. 11. Coordination a. Minimum Requirements. Means shall be provided within the controller to permit its interconnection into a coordinated traffic signal system when coordinating devices are added. As a minimum, this should include the provision of Yield circuit or Hold circuit, accessible to interruption by commands external to the controller. b. Hold Feature. The controller shall contain a Hold Feature which when asserted for a particular phase shall hold that phase in a rest condition. Upon release from the Hold, the phase shall immediately advance into the appropriate clearance interval or other unexpired portion of the green, provided there is an actuation on an opposing phase. c. Force -Off Feature. The controller shall contain a Force -off Feature which, when asserted shall cause termination of the current phase provided that phase is in the extension portion. In no case shall assertion of force -off cause termination in a clearance interval or during a minimum green for vehicles or pedestrians. d. NEMA Coordination Requirements. In addition to the minimum coordination requirements specified above, the controller shall contain the coordination features for the applicable configuration included in NEMA Traffic Control Systems Standard TS1-1983. e. Closed loop Compatibility. The controller shall be fully compatible with an -Eagle Signal Company computer controlled signal system. It shall allow full use of all optional functions of that computer system. t.: a 12. Environmental and Testing. a. Minimum Requirements. i. General. The controller shall maintain all of its programmed 1' Ctions and timing intervals when the ambient temperature and humidity are, within the specified limits of this specification. ii. Ambient Temperature. The operating ambient temperature range shall be from -30 degrees to +165 degrees F. iii. Cooling/Heating Devices. No heating or cooling devices other than standard vent fan(s) shall be required for proper operation of the controller. iv. Humidity. The controller shall be designed to operate properly within a relative humidity range of 0 to 95% up to 110 degrees F. SP -096041 Page 20 of 42 b. NEMA Requirements. i. Environmental and Operating. The controller shall fulfill the environmental and operating requirements as described in Part 2, Section 1, "Environmental and Operating Standards", NEMA Standards TSI -1983. ii. Testing. The controller shall fulfill the testing requirements as described in Part 2, Section 3, "Test Procedures", NEMA Traffic Control Systems Standard TS1- 1983. 13. Cabinet. a. Basic Construction. The controller and all associated equipment shall be provided in weatherproof metal cabinet of clean-cut design and appearance. The controller cabinet must be large enough to accommodate a future master control unit (under separate contract, unless specified in the plans). The cabinet must be fiber ready. i. Construction Material. The cabinet shall be constructed of sheet or cast aluminum. ii. Door. A hinged door shall be provided permitting complete access to the interior of cabinet. When closed, the door shall fit closely to gasketing material, making the cabinet weather and dust resistant. The door shall be provided with a strong lock and key. The door shall be designed to be opened only with the standard controller cabinet key currently used by the City of Iowa City. A sample key will be made available to the successful bidder. iii. Auxiliary Door. A small, hinged and gasketed "door -in -door" shall be included on the outside of the main controller door. The auxiliary door shall not allow access to the controller, its associated equipment, or exposed electrical terminals but shall allow access to a small switch panel and compartment containing a signal shutdown switch, a flash control switch, and other specified functions. The auxiliary door lock shall be equipped with a strong lock utilizing keys of a different design from those provided for the main cabinet door. The auxiliary door lock shall be designed to be opened only with the standard auxiliary door key used by the City of Iowa City. A sample key will be made available to the successful bidder. iv. Door Stop. The controller cabinet door shall be provided with a stop and catch arrangement to hold the door open at angles of both 90 degrees and 180 degrees, t 10 degrees. v. Mounting Shelves. The cabinet shall contain strong mounting table(s) or sliding way(s) to accommodate the mounting of the controller and all included auxiliary equipment. The mounting facilities shall permit the controller and/or auxiliary equipment to be withdrawn from the cabinet for inspection or, maintenance without breaking any electrical connections or interrupting operation of the controller. - I . , vi. Mounting Screws. Screws used for mounting shelves or other mounting puj dks shall not protrude beyond the outside wall of the cabinet. 2 1 vii. Outlet and Lamp. An electrical outlet shall be furnished and located in?an accessible place near the front of the cabinet and each cabinet shall -be provided with LED cabinet lighting mounted in the cabinet in a manno.f.which will provide adequate light to service all parts of the cabinet interior during nighttime hours. SP -096041 Page 21 of 42 viii.Size. The cabinet shall be of such size to adequately house the controller, all associated electrical devices and hardware, and other auxiliary equipment herein specified. ix. Mounting. The cabinet shall be arranged and equipped for concrete base mounting. Base should be flush with the ground and a riser installed. Sufficient galvanized anchor bolts, clamps, nuts, hardware, etc., as required for the specified mounting type shall be furnished with each cabinet. b. Ventilation. Two thermostatically controlled duct fan units with a minimum rating of 100 CFM in free air shall be installed in the cabinet to provide forced air ventilation through the cabinet. The fan unit shall be mounted to the inside top of the cabinet and shall be easily removed and replaced without having to dismantle any part of the cabinet or exhaust duct system. The thermostat controlling the fans shall be manually adjustable to tum on between 90 degrees F and 150 degrees F with a differential of not more than 10 degrees F between automatic turn -on and turnoff. The fans shall intake air through filtered vents located near the bottom of the cabinet or cabinet door and exhaust it through a weather-proof, screened duct located near the top of the cabinet. Fiberglass type dry filters shall be used to cover the air intakes into the cabinet. These filters shall be easily removed and replaced and be of standard dimensions commercially available. The filters shall be provided with positive retainment on all sides to prevent warpage and entry of foreign matter around the edges. c. Connecting Cables, Wiring and Panels. i. Connecting cables. Electrical connections from the controller (and auxiliary devices when included) to outgoing and incoming circuits shall be made in such a manner that the controller (or auxiliary device) can be replaced with a similar unit, without the necessity of disconnecting and reconnecting the individual wires leading therefrom. This can be accomplished by means of a multiple plug, a spring -connected mounting or approved equivalent arrangement. Correlation shall be made with connecting cable plug and controller jack as described in Subsection A.2.b., Section 2.10 of this specification. In addition to the above, a mating plug/cable assembly shall be provided for all connectors on the controller (or auxiliary device). ii. Panels and Wiring. Each cabinet shall be furnished with suitable, easily accessible wiring panel(s). All panel wiring shall be neatly arranged and firm. a) Wiring Terminals. Terminals shall be provided, as a minimum, for the following: Terminal with N.E.C. cartridge fuse receptacle, fuse, power line switch or magnetic circuit breaker, with integral power line switch, for the incoming power line. Terminal, unfused, for the neutral side of the incoming power line-' Terminals and bases for signal load switches, and outgoing signA field circuits. - Terminals and bases for signal flasher and outgoing signahfield eircuits: -- Terminals for detector cables. Terminals for all required auxiliary equipment. Terminals for all conflict monitor inputs and outputs. Terminals for all NEMA defined inputs and outputs Terminals for all inputs and outputs defined by the controller manufacturer which may be in addition to the NEMA defined inputs and outputs. b) Clearance Between Terminals. Adequate electrical clearance shall be provided between terminals. The controller, auxiliary equipment, panel(s), SP -096041 Page 22 of 42 terminals and other accessories shall be so arranged within the cabinet that they will facilitate the entrance and connection of incoming conductors. c) Signal Circuit Polarity. The outgoing signal circuits shall be of the same polarity as the line side of the power service; the common return of the same polarity as the grounded side of the power service. d) Grounding Conductor Bus. An equipment grounding conductor bus shall be provided in each cabinet. The bus shall be grounded to the cabinet in an approved manner. d. Fusing and Surge Protection. i. Incoming AC Line. Suitable overcurrent protection, utilizing one of the methods described in Subsection A.I3.c.ii, Section 2. 10, shall be provided. ii. Branch AC Circuits. Suitable overcurrent protection devices shall be provided for each of the following AC power line input circuits: a) Controller mechanism b) Cabinet fan c) Conflict monitor d) Detector amplifiers e) Flash transfer iii. Light & Outlet Fuse. A 15 ampere fuse and indicating type of fuse holder, wired in advance of the main circuit breaker for protection of the AC power input circuits to the cabinet light and the convenience duplex receptacle shall be provided. The Cabinet light shall be a goose neck type. iv. Surge Protection. High energy transient surge protection shall be provided on the incoming AC power lines in order to minimize potential controller damage. This shall be a gas discharge lightning arrestor - 200-400 volts. A second such device shall be provided on the AC power line to the controller unit. e. Painting. The cabinet shall be natural, unfinished aluminum. All mounting attachments shall be natural, unfinished aluminum or finished with two coats of high grade aluminum colored paint. f Plastic Envelope. A heavy-duty clear plastic envelope shall be securely attached to the inside wall of the cabinet door. Minimum dimensions shall be 11 inches wide x 14 inches deep. g. Cabinet shall have a battery back system with an automatic transfer switch. The unit shall run or flash the signals. Batteries and UPS shall be mounted in a small side mount cabinet. 14. Guarantee. The equipment furnished shall be new, of the latest model fabricated in a first-class workmanlike manner from good quality material. The manufacturer shall replace free of charge to the purchaser any part that fails in any manner by reason of defective material or workmanship within a period of 18 months from date of shipment from the supplier's factory, but not to exceed one year from the date that the equipment was placed in operation after installation. 15. Wiring Diagrams and Documentation r One documentation package shall be supplied in each controller cabinet and three additional copies will be supplied for office use. Each package will consist of tte following list of items for the cabinet and load facility and for each model of cdntroller; conflict monitor, load switch, and flasher. a. Complete schematic diagram, accurate and current for unit supplied. j b. Complete physical description of unit. r� c. Complete installation procedure for unit. d. Specifications and assembly procedure for any attached or associated -,equipment SP -096041 Page 23 of 42 required for operation. e. Complete maintenance and troubleshooting procedures. f. Warranty and guarantee on unit, if any. g. Complete performance specifications (both electrical and mechanical) on unit. h. Complete parts list - listing full names of vendors and parts not identified by universal part numbers such as JEDEC, RETMA, or EIA. i. Pictorial of components layout on chassis or circuit boards. j. Complete stage -by -stage explanation of circuit theory and operation. B. Multi -Phase Traffic Actuated Controllers 1. Purpose. It is the purpose of this section of the specifications to set forth minimum design and operating requirements for multi -phase (two through eight phase) traffic actuated traffic signal controllers. 2. General Design Requirements. The General Design Requirements of this specification shall apply in addition to certain design, operational and functional requirements hereinafter described. a. NEMA Design Requirements. The controller shall be designed in accordance with the applicable requirements, included in NEMA Traffic Control System Standard TSI -1983. b. Controller Interchangeability. Interchangeability of controllers famished under this specification shall be achieved by connector plug interchangeability as designated in Part 3, NEMA Traffic Control Systems Standard TS1-1983. c. Maximum Controller Dimensions. The controller shall be no more than 19 inches wide, 13 inches high and 1 I inches deep. 3. Operational Requirements. a. Mode of Operation. The controller shall provide the multi -phase operation described in Subsections 1 and 2 of this section of the specification and shall be fully actuated with means of receiving actuations on all phases. The traffic signal controller shall be capable of Volume Density operation. The controller shall have variable initial and time waiting gap reduction features. The controller shall also have dual maximum extension capability. b. The controller shall also permit a non -actuated mode of operation on any of its phases by assertion of the vehicle recall function (or pedestrian recall function when such function is present) on the desired phase. c. Call to Non -Actuated Mode. The controller shall feature an input which, when asserted, shall permit the selection of non -actuated mode of operation on any of its phases. d. Operation With Auxiliary Functions/Devices. The controller shall be capable of having its basic operation expanded or augmented by the addition pf auxiliary functions or devices. - e. Minimum Green i. Actuated Phase. The minimum green shall consist of an inihM portien OnikZU a separately set Minimum Green function. If pedestrian functians are'liovidd and a pedestrian actuation is received, the Minimum Green shall consistof a )UALK interval plus a Pedestrian Clearance interval. ii. Non -Actuated Phase. In the non -actuated mode of operation, the Minimum Green on the non -actuated phase shall be equal to the values described for Actuated Phases in the preceding paragraphs or shall be equal to a separately set Minimum Green function. f. Unit Extension. The actuation of a vehicle detector during the extendible portion of an actuated traffic phase having the right-of-way shall cause the retention of right-of- SP -096041 Page 24 of 42 way by that traffic phase for one Unit Extension portion from the end of the actuation but subject to the Maximum (extension limit). g. Maximum (Extension Limit). The Maximum or extension limit shall determine the maximum duration of time the right-of-way can be extended for a phase having successive detector actuations spaced less than a Unit Extension portion apart. h. Initiation of Maximum (Extension Limit). The timing of the Maximum or extension limit shall commence (1) with the first actuation or other demand for right-of-way on a traffic phase not having the right-of-way or (2) at the beginning of the Green interval if an actuation or other demand for right-of-way has been previously registered on a traffic phase not having the right-of-way or, alternatively, the Maximum may commence at the end of the initial portion of the Green interval if an actuation or other demand has been previously registered on a traffic phase not having the right -0f -way. i. Transfer of Right -of -Way. The actuation of any detector on a traffic phase not having the right-of-way shall cause the transfer of the right-of-way to that traffic phase at the next opportunity in the normal phase sequence provided that there has been an expiration of a Unit Extension portion with no continuing actuation or an expiration of the Maximum (extension limit) timing on the preceding phase having the right -of- way. j. Change Clearance Interval(s) Prior to Transfer. The transfer of right-of-way to any conflicting phase shall occur only after the display of the appropriate change clearance interval(s). k. Rest in Absence of Actuation. i. Minimum Rest. In the absence of detector actuation or assertion of recall switch(s), the right-of-way indication shall remain (rest) on the traffic phase on which the last actuation occurred. ii. Rest in All -Red. In the absence of detector actuation or assertion of recall switch(s), the controller, after display of the appropriate clearance interval(s) on the last phase having the right-of-way, shall rest in Red (and associated Pedestrian DONT WALK indications) on all phases until detector actuations are received. 1. Memory Feature. Unless precluded by the operation of non -memory feature, the following memory retention shall be provided in the controller. i. Memory Change During Clearance Interval(s). An actuation received during a change clearance interval for a traffic phase shall cause the right-of-way to return to that phase at the next opportunity in the normal phase sequence. ii. Memory If Phase Terminated by Maximum (Extension Limit). If the right-of- way is transferred by the operation of the Maximum or extensich limit, the traffic phase losing the right-of-way shall again receive it without further actuation at the next opportunity in the normal phase sequence.. in. Pedestrian Timing Operation. When pedestrian timing functions are spCclfied in the General Design Requirements of this specification, the following pedestrian function operation shall be provided. i. Pedestrian Timing With Non -Actuated Phase. In the non -actuated mode of operation, a WALK interval shall be provided simultaneous]) :with the associated Minimum Green interval of the non -actuated phase. A flashing DONT WALK Pedestrian Clearance Interval shall follow the WALK interval, during which the Green traffic phase continues to be displayed. ii. Pedestrian Timing With Actuated Phase. When pedestrian actuation is received, a WALK interval shall be provided concurrently with the associated Green SP -096041 Page 25 of 42 traffic phase interval. A flashing DONT WALK Pedestrian Clearance interval shall follow the WALK interval during which the Green traffic phase continues to be displayed. iii. Condition in Absence of Pedestrian Call. In absence of pedestrian actuation or assertion of pedestrian recall function, pedestrian signals shall remain in a DONT WALK condition. iv. Recycle of Pedestrian Functions. In the absence of opposing phase demand, it shall be possible to recycle the pedestrian interval functions to succeeding pedestrian actuations without change in vehicle indications. v. Pedestrian Actuation Memory. Pedestrian actuations received by a phase during steady or flashing DONT WALK indications of that phase shall be remembered and shall cause the controller to provide pedestrian timing functions for that phase at the next opportunity in the normal phase sequence. vi. Non -extension of Pedestrian Intervals. Successive pedestrian actuations shall not cause extension of the pedestrian intervals. n. Advanced Operational Features. When certain advanced operational features are specified in the General Design Requirements of this specification, the controller shall provide the following operation. i. Volume Density Operation. a) Variable Initial. Utilizing the specified mode selected to provide this function, the controller shall enable an increase in timing of the Initial portion of the Green interval of a phase based upon the number of traffic actuations stored on that phase during its YELLOW and RED interval. b) Time Waiting Gap Reduction. Utilizing the functions specified, the controller shall enable a reduction in the Extension portion of the Green interval of the phase having the right -0f --way in proportion to the time elapsed from the registration of an actuation on an opposing phase or from the beginning of the Green interval, whichever occurs later. ii. Dual Maximum (Extension Limit) Operation. Assertion by external command for the operation of a Maximum II function for a phase shall cause the controller to'provide the timing value for that function in lieu of the normal maximum value. o. NEMA Operational Requirements. In addition to the basic operational requirements specified above, the controller shall provide the operational features for the applicable configuration included in the NEMA Traffic Control Systems Standard TSI- 1983. 4. Functional Requirements. a. Basic Functional Requirements. Functional requirements for the multi -phase traffic actuated controller shall be as specified in the General Design Requirements of these specifications. b. NEMA Functional Requirements. In addition to the basic functional requirements specified above, the controller shall provide the functional features for the applicable configuration, included in the NEMA Traffic Control Systems Standard TSI -1983. c. Overlaps. When required by the interval sequence chart in the -Geiietal Design Requirements of these specifications, overlap(s) shall be provided by the contioIIer and may be implemented via internal or external logic. 5. Enhanced operation. a. Preemption. A minimum of two preemption inputs shall be provided. These shall be designed for railroad or emergency vehicle preemption and shall provide the ability to set the delay before start of preempt sequence and the duration of the preempt SP -096041 Page 26 of 42 sequence. It shall also be possible to define the status of each phase as red, green, flashing yellow, or flashing red during the preemption period and to provide an orderly transition into and out of the preemption period. b. Coordination. The controller shall be capable of emulating a 3 dial/3 split/3 offset pretimed controller coordinated with a 9 wire interconnect system. c. Time Base Functions. The controller shall have the capability to provide internal time based coordination. In addition it must provide a minimum of two auxiliary outputs controlled by the time base coordination which can be fully programmed on a time basis to control external devices on a cycle by cycle, time of day, day of week, and/or holiday schedule on an annual basis. 6. Remote Flash. A remote flash input is required which will provide for the remote implementation of flashing operation consistent with the requirements of the MUTCD. This shall include a means of programming a "Flash Entry Phase" and a "Flash Exit Phase." 2.11 - Inductive Loop Vehicle Detector A. Design Requirements 1. Operation a. General The detectors shall be designed to operate with loop and lead-in wire combinations having a wide variation in electrical characteristics. The electrical characteristics are a function of the length and width of the loop, the length and type of lead-in wires, and other factors. The detector shall operate with the usual configurations of loops and lead-in wires, standard with the Department, which have a 40 to 700 microhenry total inductance. The detector shall provide reliable detection and maintain an output indication for a period of not less than three (3) minutes for a vehicle that causes a 0.02% change in the total inductance of the loop and lead-in system as measured at the detector loop input terminals. The detector shall provide operation as above with a loop system having any or all of the following characteristics: i. A shunting resistance of 10,000 ohms or greater to a common or circuit ground bus. ii. A loop system quality factor (Q) of not less than 5.0, when connected to the detector being tested. Q is defined as the ratio of the resonant operating frequency over the half -power bandwidth. iii. A total or equivalent inductance within the range of 40 to 700 microhenries at the detector loop input terminals. A sensitivity adjustment or selector shall be provided to allow selection of a high, medium or low sensitivity adjustment. b. Loop Energizing and Detector Sensing Circuits. The detector shall provide reliable detection of licensed motor vehicles. The detector shall provide an input (switch closure) only when vehicles are passing or stopped over the loop and shall detect all vehicles passing over the loop at speeds up to 80 miles per hour. i. Tum on. When first turned on, while tuning or being tuned, the detector shall provide a continuous output pulse (switch closure), plus a -visual Vindication, in both the presence and pulse modes of operation. On power failure, or loop failure that would cause the inductance to exceed the tuning -range, -the detector must place a continuous call. u " ii. Frequency. To prevent mutual interference 'crosstalk", the detectgrs shall be provided with a three position frequency mode switch on the front panel. iii. Automatic Tuning. The detector shall be designed to be.- initially tuned to'the loop and provide for automatic drift compensation. SP -096041 Page 27 of 42 iv. Weather. The operation of the detector shall not be affected by changes in the inductance of the loop caused by environmental changes, such as rain, hail, snow, temperature humidity, nor shall the sensitivity be markedly affected. c. Accuracy. The detector shall be able to detect all licensed vehicles, including motorcycles, accurately. 2. Detector Output. The detector output (switch closure) to the associated traffic control equipment shall be provided by means of a relay. The relay shall have a mechanical life of at least 1,000,000 operations. The contacts shall have a rating of at least 1.0 ampere at 120 volts AC or DC. 3. Power Supply. The detector shall be designed to operate on a 110 commercial 60 -hertz power line over a voltage range of 100-125 volts. The primary of the power supply transformer shall be fused with a 1/4 inch diameter, 1 1/4 inches long, 250 volt fuse of suitable current rating. An extractor -post fuse -holder shall be provided. The fuse rating shall be marked by the fuse -holder. 4. Visual Indicator. A long life light emitting diode shall be used to provide a visual indication of each vehicle detection. Lamps shall be easily replaceable without the use of tools. The indication must be readily visible in the direct sunlight. All indicator lights shall have a minimum design life of 20,000 hours at rated voltage unless an ON-OFF switch is provided to control the lights. If an ON-OFF switch is provided, the design of the lights need be only 1,000 hours at rated voltage. 5. Dielectric Strength. The detector shall withstand a dielectric strength test of 1,250 volts, 60 hertz per second, AC applied between the 120 VAC line -supply circuit and the terminals for the external loop for a period of one minute 6. Interchangeability and Design Life. All modules and components of the same type shall be interchangeable. The design life of all components, under conditions of normal operation, shall not be less than five years. 7. Delay Call. The detector, when specified on the bid form, to have a 'Delayed Call" feature, shall be capable of ignoring a vehicle actuation unless it persists for more than a predetermined period of time. The predetermined time shall be adjustable from 0 to 25 second minimum on the front panel. The 'Delayed Call" feature shall be inoperative during the green interval for the phase related to the amplifier. B. Enclosure 1. General. A dustproof, metal enclosure shall be provided to enclose all electrical parts of the detector. The enclosure shall be designed for placement on a shelf in a weatherproof field cabinet. The detector shall not be position sensitive. 2. Detector Units. Detector units shall be designed for use with loop combinations (two to four loops) in series or parallel or series -parallel). The detector model shall have a visual indication of a call and will not require external equipment for tuning or adjustment. 3. Size. A small size enclosure and the ability to stack the enclosures, one on tWof another, is desirable. Single detector units shall not be larger than 6 inches by 3 -inches by 8 inches deep. J 4. Marking. Each detector shall be marked with the manufacturer's name,mod4 catalog;;or type number, and serial number. The electrical input rating (vol€age, frequency, and wattage) shall be included in the marking. _ C. Input/Output Receptacle '77 1. Function Assignment. Input and output connections for the detector, shall be made to a type MS-3102-A184P box receptacle with 10 male contacts. A plastic cbder shall be provided on the receptacle. The pin positions of the input/output connector shall be assigned as follows: SP -096041 Page 28 of 42 Pin No. A B C D E F G H Function 120 VAC (-) Output Relay Common 120 VAC (+) Input from Loop Input from Loop Output Relay N.O. Output Relay N.C. Chassis Ground I Spare J Spare 2. Plug and Cable. A plug, type MS -3108-B with type 18 -IS insert, with 10 female contacts shall be famished, wired, leads of #18 AWG stranded, color -coded wire with 300 volt insulation. A type MS -3057-10 cable clamp and boot shall be provided for strain relief. The leads shall be 5' 0" in length, the first 16 inches of leads, from the plug, shall be enclosed in cotton braiding. No terminals are required on the leads. D. Components 1. Inductors and Transformers. All inductors and transformers shall have their windings insulated and shall be impregnated to exclude moisture. All wire leads shall be color coded. 2. Resistors and Capacitors. All resistors and capacitors shall be insulated and shall be marked with their resistance or capacitance value. Resistance and capacitance values may be indicated by the Radio Electronics Television Manufacturer's Association (RETMA) color codes. All electrolytic capacitors shall be marked to indicate polarity and voltage. 3. Printed -Circuit boards. All printed -circuit boards shall be at least 1/16 inch thick and shall be made of glass -cloth silicone. National Electric Manufacturer's Association (NEMA) type G-10 glass epoxy or equivalent. The conductor material shall be copper, 0.0027 inch thick, having a weight of 2.0 ounces per square foot, with a protective solder coating. All printed -circuit board connectors (male and female) shall be gold plated over the copper base. The printed circuit -boards shall be securely mounted in such a way as to prevent flexing or bending of the boards, and shall be easily removable for servicing or replacement. _ 4. Wiring. All interconnecting wire shall be insulated #22 AWG or lam, suitable fex-480 degrees F operation. 5. Solid State Circuitry — a. Components. Transistors, integrated circuits, or semi -conductor Aiodes shall be used for all amplifying, detecting, rectifying, counting logic, and regulator circuits. No vacuum or gas tubes shall be used except for pilot lights. Transistorx, integrated circuits, and diodes shall be marked with their type number and shall lie,types listed by the Radio Electronics Television Manufacturer's Association (RETMA). No electromechanical timers, synchronous motors, or relays shall be employed, except as specified in Section 1-B. b. Proprietary parts. All electronic and electrical components must be of standard manufacture and available from a source other than the manufacturer of the loop detector unit. SP -096041 Page 29 of 42 6. Temperature. The temperature of components shall not cause any appreciable reduction in component life when the detector is operated in an ambient temperature from 20 degrees to 180 degrees F. E. Workmanship 1. The enclosure and all modules shall be fabricated, assembled, and wired in a workmanlike manner. F. Documentation 1. Contents. A documentation package shall be supplied in each controller cabinet for the inductive loop vehicle detectors which shall consist of the following: a. Complete schematic diagram, accurate and current for unit supplied. b. Complete physical description of unit. c. Complete installation procedure for unit. d. Loop specifications and loop assembly procedure. e. Complete maintenance and troubleshooting procedures. f. Warranty and guarantee on unit, if any. g. Complete performance specifications (both electrical and mechanical) on unit. h. Complete parts list - listing full names of vendors and parts not identified by universal part numbers such as JEDEC, RETMA, or EIA. i. Pictorial of components layout on chassis or circuit boards. j. Complete stage -by -stage explanation of circuit theory and operation. 2. Number of copies. At least three full documentation packages for each detector sensing unit model shall be supplied to the ENGINEER. 2.12 - Equipment And Materials A. Equipment and materials shall be of new stock unless the plans provide for the use of existing equipment, or equipment furnished by others. New equipment and materials shall be the product of reputable manufacturers of electrical equipment and shall meet the approval of the ENGINEER. '`. ni ei — u 47) C_ ? CJ �✓ ✓ . QD SP -096041 Page 30 of 42 PART 3 EXECUTION 3.01 - General A. The CONTRACTOR shall furnish and install all equipment and materials necessary for a complete and operative signal installation as shown on the plans and described in the Contract Documents. B. The CONTRACTOR shall be a licensed electrical contractor in accordance with City Ordinance and adherence to local Building Code shall be met. C. CONTRACTOR Qualifications Trained and experienced personnel shall supervise the fiber optic cable installation. Qualified technicians shall make the cable terminations and splices. The CONTRACTOR upon request of the ENGINEER shall provide documentation of qualifications and experience for fiber optic equipment installations. The ENGINEER shall determine if the CONTRACTOR is qualified to perform this work. The CONTRACTOR shall have attended a certified fiber optic training class mandated by the specifications prior to starting work. D. The CONTRACTOR will be responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. All waste material and debris shall be disposed of at a sanitary landfill at the CONTRACTOR's expense. E. All incidental parts which are not shown on the plans or specified herein, and which are necessary to complete the traffic signal, or electrical systems, shall be furnished and installed as though such parts were shown on the plans or specified herein. All systems shall be complete and in operation to the satisfaction of the OWNER at the time of completion of the work. F. The CONTRACTOR shall perform all work required and furnish all labor, materials, equipment, tools, transportation and supplies necessary to complete the work in accordance with the Contract Documents. The ENGINEER or his representative shall have full freedom to observe all phases of the work performed by the CONTRACTOR and to discuss all matters dealing with the quality and progress of the work. G. The Standard Specifications for Highway and Bridge Construction, current Series, Iowa Department of Transportation, as modified by these contract documents shall apply to this Special Provision. The above specifications are referred to as the Standard Specifications. Part 1 of the Standard Specifications shall not apply to this section. 1. The following Iowa Department of Transportation Supplemental Specifications shall also be considered a part of these Special Provisions. a. Specification 5025 b. Supplemental Specification for Traffic Controls for Street and Highway Construction and Maintenance Operations, March 26, 1991. c. Specification 5040 _ d. General Supplemental Specification for Construction Projects, January 7; T992. H. The installation of the signals and signs shall be in conformance with -the Vanual• of Uniform Traffic Control Devices for Streets and Highways", 2009 editiorcilatest rwisiod. I. The video detection system shall be installed as recommended by the, supplier mid as documented in installation materials provided by the supplier. -" J. Miscellaneous Equipment The CONTRACTOR shall furnish and install all necessary miscellaneous conndctors and equipment to make a complete and operating installation in accordance with the plans, standard sheets, standard specifications, special provisions, and accepted good practice of the industry. SP -096041 Page 31 of 42 3.02 - Qualifications, Service Calls, and Warranty A. CONTRACTOR's personnel are required to be knowledgeable of the traffic signal controller operation and wiring. Controller manuals and wiring schematics will be provided to the CONTRACTOR for his use on the project. These documents must be returned undamaged at the end of the project. B. The Traffic Engineering Department will provide part-time observation of the CONTRACTOR's work. The Department's representative will be available during normal working hours (7:00 A.M:3:30 P.M.) to review the CONTRACTOR's work. CONTRACTOR shall provide four hours advance notice to the Department for review of the work. Any service calls or review of the CONTRACTOR's work outside of the Department's normal working hours will be billed to the CONTRACTOR. C. The Traffic Engineering Department will continue to provide service call maintenance during the project. If it is determined that the malfunction was caused by the CONTRACTOR's work, then the CONTRACTOR will be billed for the materials, labor, and equipment required to correct the malfunction and/or damage. D. The CONTRACTOR shall guarantee all his work against defects due to poor workmanship or materials as specified in the Contract Documents. 3.03 - Concrete Bases For Poles And Controller A. Concrete bases for poles and controllers shall conform to the plans and Section 2403 of the Iowa DOT Standard Specifications. B. Excavations for bases shall be made in a neat and workmanlike manner. Whenever the excavation is irregular, forms shall be used to provide the proper dimensions of the foundations below grade. Construction of the bases may require hand excavation to verify location of utilities. C. The material for the forms shall be of sufficient thickness to prevent warping or other deflections from the specified pattern. The forms shall be set level and means shall be provided for holding them rigidly in place while the concrete is being placed. When located in a continuous sidewalk area, the top of the pole bases shall be set flush with the sidewalk or pavement surface. D. All reinforcing bars, conduits, ground rods, and anchor bolts shall be installed rigidly in place before concrete is placed in the forms. Cap and protect conduit ends before placing concrete. E. Anchor bolts for the signal poles or the controller shall be set in place by means of a template constructed to space the anchor bolts in accordance with the manufacturer's requirements. The top of the bolts shall not vary more than 1/4 inch. The center of the template and the center of the concrete base shall coincide unless the ENGINEER directs otherwise. F. The top of the base shall be finished level and the top edges shall be rounded with an edger having a radius of 1/2 inch. The exposed surface of the base shall have a wood floated surface finish. Exposed concrete surfaces shall be cured using white -pigmented curing compound or plastic film meeting the requirements of Article 4106.02 of the Iowa DOT Standard Specifications. G. The bottom of the foundations and bases shall rest securely on firm undisturbed grodhA. Where the foundation or base cannot be constructed as shown on the plafs because of an obstruction, the CONTRACTOR shall use other effective methods of supporting the pole qs may be designated by the ENGINEER. 1 H. After the concrete is placed in the form, it shall be vibrated with a high-frequencyyibratoAo eliminate all voids. 1. After the foundation or base has been poured, absolutely no modification of any sort may be made. If the anchor bolts, conduit, or any part of the foundation or base is installed in an incorrect manner as determined by the ENGINEER, the entire foundation or base shall be SP -096041 Page 32 of 42 removed and a new foundation or base installed. The CONTRACTOR shall bear all costs of replacing work deemed unsatisfactory by the ENGINEER. J. Unless otherwise specified, anchor bolts for poles where arms are to be perpendicular to the centerline of the street shall be installed so that a line through the center of one anchor bolt farthest from the curb and extended through the center of the adjacent anchor bolt closest to the curb will be perpendicular to the centerline of the street to within two degrees of arc unless otherwise specified. K. Prior to setting poles, the anchor bolts shall be covered in such a manner as to protect them against damage and to protect the public from possible injury. L. Each base location shall be approved by the ENGINEER prior to construction. Base dimensions shown on the plans are minimum dimensions and based on stable soil conditions. Should extremely loose or sandy soil be encountered, the CONTRACTOR shall contact the ENGINEER for necessary base alterations. M. Where shown on the plans, the CONTRACTOR shall remove the top of existing mast arm footings, anchor bolts, and conduits to 36" below the existing top of curb or edge of pavement elevation. Waste materials shall be removed from the site and disposed in accordance with local regulations. Backfilling for the removal shall be performed with mechanical compaction equipment meeting the requirements for backfilling conduit. The upper 6" of the removal area, if outside the proposed pavement, shall be backfilled with black dirt. 3.04 - Handholes A. Handholes shall be either built in place in an excavation made in a neat workmanlike manner or shall be a precast unit conforming to the requirements of the plans. B. When the use of forms is required, they shall be set level and of sufficient thickness to prevent warping or other deflections from the specified pattern. A means shall be provided for holding them rigidly in place while the concrete is being placed. C. The ends of all conduit leading into round 24" concrete handholes shall fit approximately 2 inches beyond the inside walls. A drain conforming to the dimensions shown on the plans shall be constructed in the bottom of concrete handholes unless otherwise specified. D. Frames and covers for handholes shall be set flush with the sidewalk or pavement surface. When installed in an earth shoulder away from the pavement edge, the top surface of the handhole shall be approximately one inch above the surface of ground. When constructed in unpaved driveways, the top surface of the handhole shall be level with the surface of the driveway. E. All conduit openings in the handholes shall be sealed with an approved sealing compound after the cables are in place. This compound shall be a readily workable soft plastic. It shall be workable at temperatures as low as 30 degrees F, and shall not melt or run at temperatures as high as 300 degrees. F. Precast polymer concrete and plastic loop handhole construction shall meet the rd#irements of the details shown in the plans. A drain conforming to the dimensions$hgwn on,the plans shall be constructed in the bottom of polymer concrete handholes unless c0ie[wise kecif ed G. Grout conduit access after installing conduit. -�n H. Install galvanized cable hooks if not precast with 24" round concrete handhold. r, 3.05 - Conduit = ; c A. Conduit shall be placed as shown on the plans. B. Unless approved by the ENGINEER, conduit shall be installed without change in direction directly from one structure to another. Change in direction may be allowed for physical restrictions such as right-of-way restrictions, utilities, location of roadway slopes, retrofitting existing conduit stubs, and certain short sections of conduits. SP -096041 Page 33 of 42 C. Rigid Steel Conduit 1. Nipples shall be used to eliminate cutting and threading of rigid steel conduit where short lengths of conduit are required. Where it is necessary to cut and thread steel conduit, exposed threads will be field galvanized. 2. All conduit and fittings shall be free from burrs and rough places. Standard manufactured elbows, nipples, tees, reducers, bends, couplings, union, etc. of the same materials and treatment as the straight conduit pipe shall be tightly connected to the conduit. 3. All conduit ends shall be provided with a bushing to protect the cable from abrasion, except for open ends of conduit being placed for future use. Bushings for rigid steel conduit shall have grounding fittings which shall be connected to the grounding system by a #6 ground wire as contained in these specifications. 4. All rigid steel conduit placed for future use shall be threaded and capped with threaded metal pipe caps. 5. All conduits shall drain, except for specific locations approved by the ENGINEER. CONTRACTOR will not be allowed to bend conduits upward to accomplish the conduit clearances shown on the 24" round handhole details. D. PVC and HDPE Conduit 1. Provide pull tape in each conduit in each segment of the route. Secure pull tape to duct plug at each end. 2. Conduit shall extend into handholes and tum up if HDPE conduit. See detailed drawings for handhole installation. 3. Conduit shall be installed using the industry standard installation equipment and methods. 4. A site survey of the installation of the conduit shall be made by the Contractor prior to beginning work. 5. Cut conduit square using a saw or pipe cutter; de -burr cut ends. 6. Conduit shall be field joined by either fusion methods or mechanical couplings. Use only those mechanical couplings specified. As -built markups shall reflect the station number of coupled joints. 7. Plug both ends of unused conduit using approved duct plugs. Protect installed conduit against entrance of dirt and moisture before and after installation. 8. Manufacturer's recommended installation tension shall not be violated. 9. Damaged conduit shall be replaced with new. 3.06 - Trenching And Backfilling For Traffic Signals A. Secure written approval of the City prior to any trenching or excavation within the drip line of any tree. B. Trenches shall be excavated to such depth as necessary to provide 18 inch to 24 inch cover over the conduit. All cinders, broken concrete or other hard abrasive materials shall be removed and shall not be used for backfill. The trench shall be free of such materials before the conduit is placed. No conduit shall be placed prior to inspection of the trench by the ENGINEER. - C. All trenches shall be backfilled as soon as possible after installation'of eonduit. Backfill material shall be deposited in the trench in layers not to exceed 6 inck4 in depth and each layer shall be thoroughly compacted before the next layer is placed. Hard materials shall riot be placed within 6 inches of the conduit. D. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and",presentable SP -096041 Page 34 of 42 condition. Concrete sidewalk pavements, and base courses and bituminous surfaces shall be replaced with new materials and the cost shall be incidental to the work. 3.07 - Pushed Conduit A. It is intended that all conduit be placed without disturbing the existing pavement, and the term "pushed" is used. "Pushed" conduit shall be placed by jacking, pushing, boring or any other means necessary to place the conduit without cutting or removing pavement. B. Removal of pavement will require prior approval of the ENGINEER. Replacement of removed pavement will be done according to plan details and no additional payment will be made. C. Plan quantities for pushed conduit include at least two feet of pushed conduit behind each curb. D. The maximum conduit depth at handholes for all conduits, including pushed conduit, is as shown on the plans. CONTRACTOR must push a mole (without conduit) at least four (4) times before consideration will be given to allowing an upward bend in the conduit. 3.08 - Electrical A. All conductor cable combinations shall be shown on the plans. No substitutions will be permitted. Each signal head shall be wired separately from the handhole compartment in the pole base to the signal head. B. The signal cable color codes shall be as follows: Iowa City Color Codes 1 tape = Left tum signal; 2 tape = Through signals; 3 tape = Right turn signal. Tapes shall be color coded as follows: Blue = NE Corner; Orange = Southeast Comer; Yellow = Southwest Comer; Green = Northwest Corner. Video cable tapes shall be similarly color coded. 4 Conductor Cables Green Ball - Green Yellow Ball - Black Red Ball - Red Sig. Common - White 7 Conductor Cables Green Ball - Green N Yellow Ball - Orange Red Ball - Red` c7 Green Arrow - Blue Yellow Arrow - BlackSig. Common Common - White & W/BK w e cD 4 i Z-- k.a O - . SP -096041 Page 35 of 42 9 Conductor Cables Pedestrian Signalsals Walk — main st Green Don't Walk — main st Red Walk - side st Green\Blk Don't walk - side st Red\Blk Sig. Common - White Pushbutton - main st Orange Pushbutton — side st Black PB Common - W/BK C. One electrical splice in the handhole compartment of the pole base will be allowed for the signal circuit wiring. All signal circuit cable runs shall be one continuous length of cable from the connections made in the handhole compartment of the signal pole bases to the terminal compartment in the controller base. Street lights will be fused with a 5 amp fuse in each pole base using a Type HEB-AA Fuseholder. D. Conductor groupings and splicings may be made in the terminal compartment in the controller cabinet. E. The loop detector lead-in cable shall be one continuous length of cable from the terminal compartment of the controller cabinet to a splice made with the loop detector wires in the first handhole or pole base handhole compartment provided adjacent to the loop detector. Details of the loop detector splices are shown on the plans. F. Cables shall be pulled through conduit by means of a cable grip designed to provide a firm hold upon the exterior covering of the cable or cables, with a minimum of dragging on the ground or pavement. This shall be accomplished by means of reels mounted on jacks or other suitable devices. Frame -mounted pulleys or other suitable devices shall be used for pulling the cable out of conduits into handholes. Only vegetable lubricants may be used to facilitate the pulling of cable. Contractor shall leave a pull string in each conduit. Each signal cable shall be identified with the City's taping spec in the controller cabinet, handholes, pole base handhole, pedestal handhole and at any splice or junction location. Identification ties shall be provided both on the cable from the controller and the cables leading to the heads for a splice in a pole base handhole. In addition, the cables shall be identified in each handhole and at the pole bases using colored tape as follows: 1 tape = Left turn signal; 2 tape = Through signals; 3 tape = Right turn signal. Tapes shall be color coded as follows: Blue = NE Comer; Orange = Southeast Comer; Yellow = Southwest Comer; Green = Northwest Comer. Video cable tapes shall be similarly color coded. G. Cable slack shall be as follows: four feet in handholes r g} two feet in signal bases two feet in the terminal compartment of the controller base + No slack will be allowed in the loop detector lead-in cable after the initial splice.u— H. Connectors shall be of the proper size for the number and size of the wires being cgnnecte& I. Wire ends must be thoroughly cleaned after the insulation is stripped off to insure complete contact with another wire, or the connector. If strands are damaged when the insulation is removed, the section of the cable must be discarded. Nicked or damaged conductor strands will not be permitted inside of connectors. Loose wire ends shall not be used as "shims" to make a connection. SP -096041 Page 36 of 42 J. Electrical tape shall not be applied to the finished connections. Signal cable insulation shall extend beneath the insulated portion of the connector. Any connection with exposed bare wire shall be redone by the CONTRACTOR. K. Covered connections must be arranged so that they will not be in contact with the metal poles. Connections in the poles shall be pointed up to prevent accumulation of moisture in the connection. L. Loop detector splices shall be capable of satisfactory operations under continuous immersion in water. M. Cable connections in signal heads and controller cabinets shall be made at the terminal blocks provided for this purpose. All stranded wives inserted under a binder head screw shall be equipped with a solderless pressure type spade connector with a pre -insulated shank. All solid wire shall have an eye and shall not have a terminal connector. N. Service cable shall be continuous from the disconnect switch located on the service pole to the terminal compartment of the controller cabinet. O. Interconnect cable or fiber shall be continuous from controller to controller. A tracer wire shall be installed in all conduits with signal cables, detector lead-in cables, or communication cables. The tracer wire shall be identified in the controller cabinet, handholes, and poles by means of identification tags. The tracer wire shall be spliced in the handholes to form a continuous network. The tracer wive shall have an orange jacket. 3.09 - Pole Erection A. All poles are to be erected vertically and securely bolted to the cast -in-place concrete foundations at the locations shown on the plans. B. Leveling shall be accomplished by the use of nuts on each anchor bolt. One nut shall be turned on each anchor bolt and the pole placed in position on these nuts. The top nuts shall then be placed loosely and the pole adjusted to the vertical position by adjusting both the upper and lower nuts. C. After the pole is securely fastened, install metal strips in the area between the pole and the base. The metal strips and the method of attachment shall be approved by the ENGINEER. D. Each pole shall be grounded from the pole to the foundation ground rod by a No. 6 AWG bare copper ground wire. E. Poles shall be placed so that modifications and/or attachments are correctly oriented, as indicated on the plans. F. The foundations must be given seven days to cure before poles are erected. The centers of the poles are to be set back from the curb, a distance shown on the plans. Poles shall be erected so that they are plumb with traffic signals installed, in line, and all the same relative height above the centerline of the street and with the mast arms correctly oriented as shown on the plans. G. Poles must be erected so that they are plumb with traffic signal heads. The manufacturer recommendation for raking should be observed when setting the pole to assure that it is plumb when the load is applied. H. Mast atm assemblies shall be furnished and installed by the CONTRACTOR. When pre -used painted mast arm assemblies are specified, the CONTRACTOR shall prime and paint the mast arm assemblies with the following method: 1. Remove all rust, scale, and loose paint from the surface by sanding orpower tool cleaning (SSPC-SP-3). CONTRACTOR to use care when power trj cleaggg to avoid burning, polishing, or grinding surface dirt into the existing paint .surfscf?Hand-tool cleaning (SSPC-SP-2) will be allowed only in areas inaccessible to ptswet tool cleanitig. = ivt 0 1J 4 - SP -096041 Page 37 of 42 2. Remove all chalking, dirt, and other foreign material from the entire surface by application of petroleum solvent (i.e. paint thinner, mineral spirits, etc.) and wiping the entire surface with clean rags. 3. All bare metal surfaces exposed by the cleaning operation shall be spot primed the same day to avoid flash rusting. 4. After the primed areas have dried, apply one coat of finish paint. 5. Primer and paint must be approved by the ENGINEER. 3.10 - Loop Detectors A. Loop detectors shall be installed in accordance with the plans. Adjustments in the locations shall be made to minimize the location of the loop wire across construction joints. Locations of the loops shall be subject to the approval of the ENGINEER. The cabinet end of the cable shall be clearly tagged identifying the loop. B. The slot for the loop shall be constructed as per plan. The slot shall be completely clean of all loose debris and have a smooth bottom. C. New PCC pavement shall not be sawed until seven days after pour unless approved by ENGINEER. D. Loop detectors shall be connected to the controller with shielded cable. No splices will be allowed in this cable. E. Upon completing the loop installation in the field cabinet and prior to sealing the loop in the pavement, the CONTRACTOR shall notify the ENGINEER who may meter the loops by test instruments capable of measuring electrical values of installed loop wires and lead-ins to measure induced AC voltage, inductance in microhenries, high -low "Q" indication, leakage resistance in megaohms, and the resistance of the conductors in ohms. 1. An acceptable load installation shall be defined as follows: a. Induced voltage test: No deflection on the pointer of a volt meter b. Inductance: The inductance reading on the loop tester is approximately the calculated value or with approval of the ENGINEER is between 100 mh and 200 mb. c. Loop Q: Deflection of the pointer to the upper side of the scale. d. Leakage to Ground: Deflection of the pointer to above 100 megaohms. e. Loop Resistance: The resistance reading on an ohm meter is approximately the calculated value. 2. An unacceptable loop installation shall be defined as follows: a. Inductance: a The inductance reading is below 90 mh or above 250 mh.y— v b. Leakage to Ground: C-) �o Deflection of the pointer to below 100 megaohms. G c. Loop Resistance: ? —--, The resistance reading is 50% more than calculated. r 3.11- Signals A. All signal faces and indicators shall be furnished by the CONTRACTOR and installed as shown on the plans. Pole mounted signal heads and pedestrian push buttons are shown on the plans and schematic drawings in schematic form only. Pole mounted signal heads are A _ SP -096041 Page 38 of 42 generally intended to be mounted on the face of pole with respect to oncoming traffic. (See Signal Head Mounting Details.) Modifications to this are required when the view of the pole mounted signal indication is blocked. (See Paragraph 3.11E). Pedestrian push buttons shall be installed on the face of the pole in 90° increments with respect to the mast arm. The push button shall be located on the pole face so the arrow on the R10-4 sign directs pedestrians to the appropriate crosswalk. B. All optically limited signal heads shall be properly masked to limit their field of view as directed by the ENGINEER. C. Backplates shall be installed and properly secured for the traffic signal heads. D. All signal heads shall be kept securely covered until such time as the signals are put into operation. E. The location of signal heads in which the view of the indications is blocked or partially blocked by utility poles, trees or other physical obstructions shall be adjusted to a location approved by the ENGINEER. Standard heights and locations shown on the plans are typical for unobstructed locations. Signal heads installed without approval of the ENGINEER, which in the opinion of the ENGINEER are obstructed, shall be relocated at the CONTRACTOR's expense. Holes in the poles due to this signal relocation shall be plugged in a manner acceptable to the ENGINEER. 3.12 - Controller A. The controller cabinet shall be mounted with the back of the cabinet toward the intersection such that the signal heads can be viewed while facing the controller. B. All field wiring must be directly attached to the wiring lugs. Attachment of wiring shall be in a neat and workmanlike manner. All connections at the controller shall be done by City Traffic Engineering personnel. C. All conduit openings in the controller cabinet shall be sealed with an approved sealing compound. This compound shall be a readily workable at temperatures as low as 30 degrees F and shall not melt or run at temperatures as high as 300 degrees F. D. All wiring diagrams, service manuals, instructions for installing and maintaining the equipment and advice as to timing and operation shall be delivered to the ENGINEER in good condition. E. The ENGINEER or his representative shall inspect the installation before activation and shall be present at the time the controller is activated to assure that the controller is installed in accordance with the manufacturer's recommendations. 3.13 - Ground Rods A. Ground wires shall be connected to ground rods with one piece nonferrous clamps which employ set screws as tightening devices. Connections to ground rods need not be taped. B. Each steel pole or pedestal shall be firmly connected to the ground rod provided, by means of the grounding terminal specified in these special provisions. Placing the groi* wire under an anchor bolt nut, anchor bolt cover, or similar device will not be permitted. 3.14 - Equipment Testing A. The result of all testing shall be recorded along with date of test, nameafpersIT perfOMing test, brand name, model number, serial number of equipment used duriajy zest, and an;-p�ter pertinent information and data. B. When the CONTRACTOR's work is complete and the project is open to-nomW traffic; the CONTRACTOR shall notify the ENGINEER in writing the date the signal wi"e ready for testing. C. Initial traffic signal timings and timing adjustments will be performed by the ENGINEER. SP -098041 Page 39 of 42 D. Upon concurrence of the ENGINEER, the CONTRACTOR shall place any signal in operation for a consecutive 30 -day test period. Any failure or malfunction of the equipment supplied or installation performed by the CONTRACTOR shall be corrected at the CONTRACTOR's expense and the signal tested for an additional 30 consecutive day period. This procedure shall be repeated until the signal equipment has operated satisfactorily for 30 consecutive days. E. If the signal is to operate independently of other signals or signal systems, it shall be tested as a single installation. F. If the signal is part of a system, the test period shall not be started until all signals in the system are ready to be tested. The system shall be tested as a unit. G. The CONTRACTOR shall initiate correction of any failure malfunction of the signal installation within 24 hours of notification by the ENGINEER. The ENGINEER will correct any failure or malfunction of the signal installation not investigated by the CONTRACTOR within the above time period, and will deduct its expenses from the CONTRACTOR's final payment. H. Ground testing shall conform to Section 2523.21 of the Iowa DOT Standard Specifications for Highway and Bridge Construction. 3.15 - Clean -Up A. Upon completion of the work in this Section, remove from the site all rubbish, trash debris resulting from operations. Leave the site in a neat and orderly condition. N O N • Y ZiC, • GJ SP -096041 Page 40 of 42 PART 4 M E"rlIOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 - Method of Measurement Measurement for Traffic Signalization will be as follows: A. This item will be the lump sum for Traffic Signalization. Measurement for Removal of Traffic Signalization will be as follows: B. This item will be the lump sum for Removal of Traffic Signalization. Measurement for Temporary Traffic Signal will be as follows: C. This item will be by count (EA) for Temporary Traffic Signal. 4.02 - Basis of Payment Payment for Traffic Signalization will be as follows: A. Payment for Traffic Signalization shall be full compensation for supplying all equipment, labor, and materials necessary to install, erect, and operate a complete, fully functional traffic signal system, including but not limited to traffic signal poles, mast arms, bases, signal heads, luminaires on combination street light/signal poles, wiring, conduits, handholes, controllers, cabinets, coordination with utilities, video detection system, testing, and all other miscellaneous hardware, software or any other items necessary to complete the traffic signal system in place. Payment also includes full compensation for salvaging existing traffic signal equipment for City pick-up as well as salvaging, relocating, and reinstalling existing signal equipment as specified in the plans and specifications. Payment for Removal of Traffic Signalization will be as follows: B. Payment for Removal of Traffic Signalization shall be full compensation for removing all existing traffic signal equipment at the designated intersections including all signal poles, signal heads, pedestrian heads, pushbuttons, signal pole mounted signage, wire, handholes, conduit, signal cabinets and controllers, cabinet footings, and signal pole footings to a minimum of 36" below finished grade. Payment for Temporary Traffic Signal will be as follows: C. Payment for Temporary Traffic Signal shall be full compensation for supplying all equipment, labor, and materials necessary to construct, operate, and maintain fully functional temporary span wire traffic signals during construction. Equipment and materials include, but are not limited to: wood poles, luminaires, luminaire arms, guy wire, sidewaW guy anchors, messenger cable, traffic signal wire, traffic signal heads, pedestrian heads, _ pushbuttons, signage, brackets, and hardware. n t ^, � w ► SP -096041 Page 41 of 42 Schedule of Unit Prices LOWER MUSCATNE ROAD No. aanl MwWn Fla Unts UdLCM Oualay fdaMNPrlaa 1 WWSold$ CatOlaaMAooessmes EA f 2 S 2 M=1M GMrwIaMAe[essakswOa Mda SmketaM2Breeaer DixaneU EA f 2 E 3 Seka Rebcak eRalrWel EusB Si 1 GaM GMrMAcceswrres flUPS EA $ 1 E 4 24"GMH Riser EL S 3 S 5 tAMW,W Power EA E 2 S 6 CorliTde Caped Fm Md Pad LA S 3 f 7 Video Oe w '4 Cemnas G MA EA E 1 $ aM MiSroM. Ae Needed 8 Sa RMRdr NMd DHervmS Carrms Gerd Aaeswies Hardware FA f 2 S &e&c Gmm Ris ss MiscWUse WM"T a ParmaNYi TraMeSi 9 A ml Vo,, Ntecam Gmaas To GopW Salve EA E 1 f 10 Addaorol Cellnet Accessories Hardware Braekels Gmere Rises eM Mise AS Needed To EA E 2 E C kteS Wgad Vle Odeman erro ii C"d w& wP ,35'MasArm ardutle 6'Si Ta ktunroire Am wM EA E 1 f 30'MW8 Hei AnMa Base GMarm.M 12 Callpretim Si IPak 36 Matt Ann lXWeO'Si Te klminaire Amwka EA E 3 S 36 Masai Hd Andla Rase GNarazed 13 Cmeire8m8i IPde 3T Matt Arte, YlaMde B'Si Te kLeerolre ArmwEa EA E 1 f 36 Moue Ha Andet Haw,Gawr®d 14 CarpreBm Si IPak 39 Mas Arm Mlle B'Si Te kludroire AmlwNl EA E 1 $ 30'Moutl ftgKAlXler Bess GaNelYsd 15 Ca mbm Si IPde 41'Mas ArmM F 54role Ta Lammim Am wla EA E 1 f 30'M He,A Base Ga a 16 Cmd wSI I Pde 42 Mass Ann MMde W &roe Te Lu mim Armwel EA E 1 S 30'MOuvi Mei Ander Base GeNap 17 CarproOm sl IPde 43 Mas Ann acWeB'S Ta Lueroire ArmwlM EA S 1 f 30MOMIN Het KA Bele GMriiEd 18 Cominalrm Signal Pde 44' Mas Ann aaade 6 Snob Ta W Mlw AmwaN EA E 1 S 30'Mow4i Hai IAAMIm Base GMel4aed 19 Conkiroem Signal Pde 46 Mas Arm, Mda r Si T kLu mireA Wdt EA E 1 f 30'Mouei HeiaK AnUgr Bele, GaNalad M C"p mSi lPo ,SO'Mas Arm MCYtle6S1 Ta Ludrolre Armwat EA $ 1 f 38,M tie'A Base GaMrittM 21 PMesal Pokf MaafW PedesaienH Sidaa< Move aM 10' ftglt EA f 5 $ 22 3Sedlm &g,mllkad 1Z RYG, WBwJqkW. MastAml MouOM LEDs EA $ t8 $ M 35edion &gml I 17 R teSideKPak Mamled 1 LEDs EA E 8 S 24 LS ion&gmMead 1SRYFYGArmwswl Ye LMTun Arrm.wl EA E 10 E Masl Arm Mw4M PII LEDs 25 25Mion, 12'CdN H W Men PMesdmn HeK AI LEDs EA f 24 E 28 Pe ManP�Wms EA f 24 E 27 7 flC t LF f 181 S 28 17HOPE CaaLSt LF E 714 E 29 CHOPEC~ LF E 382 f 30 PrATe LF f 1418 S 31 Tr.GEk Id10 LF f 1418 S 32 B eL GmwdwB LF S 1331 f M 1d3Service Cask LF f 388 $ 3/ 1�105OMp P Cada lF f 4213 f Coed Pawal Faces GMefar Yldro DeNrXm Gmaes LF E M74 f M "14Si ICape LF E 2788 S 37 4W14Si Kate LF E 2865 f 38 7C114Si ICat* LF E 1 2114 S M Ca Foca 36DiarrtarXl2P FwdlM Is 1 f Concrete Food 36 DwN X115 Fa1E EA f 1 f Coov Fom 36 Damekt X 105 FOMMLIgMW) A E 10 S Cmoete FOM 260MrehrX36 FWIA $ 5 f HaMak T 1 17136A S 12 f RMAOCam .T LlA S 12 f RM.40Cam =T L2A [49 S 12 f RW40G r .T Y3A S 6 E LED Cube Heed Wdnlre120 Val S m Sema LuliAS 12 f lMTun Yred Ql FlasH Yebw Artvw 30'138"Rt A E 10 LMTm 30 11 MasA MMedA E 9NUALL OlAY. SEed Nero Sl LOWER lvlt) THE A 8 r51 NSTALLOM.YSOeelNames SYCAMORE$r.lnA E2 f—i52 NSTALL ONLY. Saml Nares WLL DR"48106'A E 2NSTALL ONLY: Street I%t e& "FNST AVE' 4SN18"EA E 2 .—. t.0NOLYPedestrianPosldMmSalMesitaSiEA E 21 IE N Ci RLS S 1 t `D_.. AOawed wywl Fspaw Da. Total Project Cosh A, A A SP -096041 Page 42 of 42 Equipment and Materials List LOWER MUSCATINE ROAD wn QuRnft Unb WII Ot Wnuladumr Cab Number ti 2 EA NEMASdOSlale GONW,9WAccessarles 2 EA NEMAUWwt MAsessmes wN Meter SadM"2 Breaker Disaaaso 3 EA 24 CaNMRiser E71 2 EA UN Ek Powers (UPS) SyRem �®r 1 EA Video w SyRem. 4 Cemems UNM Accessww, Hsr re Bma Gamete Risers am Misceleneas As Needed 1 EA A fii lVideo De wGemmas ToS~d S 2 FA Awtb.l UWAcassmes Ha,A re W.&M Camera R,.. and W. As Neetttl To Can "e &WgM Video De Mwms 1 EA GombiwUm Si IPW 35' Met Include 8 Sirgle T re0 SW LMMMfeA Mh 30 M."M HagK AINRr Base GaNad7etl n� 3 EA CmNrom Stgml PW 38' Mat Arm ndntle 8 Swije T L"ffin An w81 30 MoutW Hao,Aldla Bose GaNaM 1 EA Co Wbm &gW POW, 3T Mat An. INAlpe 8' Stroe Tame SW Lu mm An 30'M ftQK AQgr Base GeNanzeO 1 EA Combimftm&gml Pde 3B' Mag Am. InNitle8' Single T red SW LMNmrc Amwlb JO MaaI HaJ N,AMwr Bese, GaNanizetl 1 EA CmUmbon Si I PNe 41' Mag Am. IW] 8 SinSle T ed SW Lu wi Am ldb 30 MovM HagK ANa Base, UNanizetl 1 FA CanbtmUmS IPW,42'Mwlt ,In Ju B'Si T L"n AmwM 30Ma Ham AItlwr Base Galvanized 1 FA C.N.U. Si nal Pok, 43' Mast Am. lMu B'Si T Lu ffift mrwll WMO HN N, ASYIar Base, UNamzep 1 FA Canbimbw Si IPo ," MatA 11We8'&n&TLlrl Mn Allllwm 30'MO He N, Antler Base Galsnized 1 EA C=Nm wSVWPW,4 Met Am. Ia1We8' Sjp*TWredSWLu mweAmw81 WMO He ,An Base,UNenized 1 EA CamN mSi IPW 50'MzstA Intlupe8'Si T L"N Am 3V MartiN HOON AICMr Base UNanzeO 5 EA PedetelPW to Mauls Pepesbian Fleep Sided-POEMM and 10' 1B EA 34ie[6m Si rel Heed 1T'RYG lnHaU late WtAm MdalM LEDs 6 EA 3Secem Si rel Haed17 UG w Sided -Pole Mw4tl LEDs 10 EA 4.S w Si nM Heed 12' RYFYG Arrows W Fla N YN Le Tun Arts W Be k Mat Am MwN NLEDs 24 EA 2,%Mm, l T CaMdown HaW 0Men Pedesbian llCad Al LEDs 24 EA PeOe vPlGbbtae: 184 LF YHDPECandUI 714 LF XHOPE Condit 382 LF rHOPE Conde 1418 IF Pd Ta 1418 LF TmasC IWIO 1334 LF BsmC (la N 386 LF la*Semice CeW 4773 LF 10105 !LKOPOAerCabo 2574 LF Cm.I Paas/ Foos C�lu Vdea Delemm Ca ss 2788 LF "14 UW 2885 LF 4 145i IUW 2114 LF 7W145i UW 12 EA HamUok T 1 1T.30' 12 EA RA1J0 Cme TWe Ll 12 EA RANO Cml*c Type L2 6 EA RM40CaMbc TWen 12 EA LED Cobra Head LUNMre120 VW S m, Sant Lw mim as Carrbor' 10 I EA LeBTun Yield On Flash Ydav Arnow 30'508" Ri W9A Mauled 9 EA LeILTun 30'X18' RML Met Am Mouhp RqM Enprov Me END OF SPECIAL PROVISION 01 N ti r� E71 �®r CO n� or� Iowa Department of Transportation SPECIAL PROVISIONS FOR WATER DISTRIBUTION SYSTEMS JOHNSON COUNTY Project No. STP -U-3715(654)--70-52 Effective Date: October 16, 2012 SP -126006 (NEW) THE STANDARD SPECIFICATIONS, SERIES OF 2012, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. '7 - C7 t,17 THE STANDARD SPECIFICATIONS, SERIES OF 2012, ARE AMENDED BY THE FOLLOWING MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. SP -126006 Page 2 of 27 PART 1 - GENERAL 1.01 SUMMARY: A. Furnish, install and test water distribution system as indicated and specified. 1.02 REFERENCES: A. This specification references the following documents. In their latest edition, the referenced documents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification shall prevail. One copy of all references marked with a '"' shall be kept on the site, readily available and accessible to the Engineer during normal working hours. Copies may be obtained from the organizations or from the Iowa City Water Division at cost plus 15%. B. City of Iowa City Water Division 1. Reference Manual C. American National Standards Institute and American Water Works Combined Standards: 1. ANSI/AWWA-C104/A21.4: Cement -Mortar Lining for Ductile -Iron Pipe and Fittings for Water 2. ANSI/AWWA-C105/A21.5: Polyethylene Encasement for Ductile -Iron Pipe Systems 3. ANSI/AWWA-C110/A21.10: Ductile -Iron and Gray -Iron Fittings, 3 -inch through 48 -inch, for Water and Other Liquids 4. ANSI/AWWA-C111/A21.11: Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 5. ANSI/AWWA-C150/A21.50: Thickness Design of Ductile -Iron Pipe 6. ANS I/AWWA-C151/A21.51: Ductile -Iron Pipe, Centrifugally Cast, for Water or Other Liquids 7. ANSI/AWWA-C153/A21.53: Ductile -Iron Compact Fittings, 3 -inch through 24 -inch, and 54 -inch through 64 -inch for Water Service 8. ANSI/AWWA C502: Dry -Barrel Fire Hydrants k _ i ° r 9. ANSI/AWWA C504: Rubber -Seated Butterfly Valves 10. AWWA C509: Resilient -Seated Gate Valves for Water Supply Seslvice. SP -126006 Page 3 of 27 11. ANSI/AWWA C510 Double Check Valve Backflow -Prevention Assembly 12. ANSI/AWWA C511 Reduced -Pressure Principal Backflow -Prevention Assembly 13. ANSI/AWWA C550: Protective Epoxy Interior Coatings for Valves and Hydrants 14. ANSI/AWWA C600***: Installation of Ductile -Iron Water Mains and Their Appurtenances 15. ANSI/AWWA C651***: Disinfecting Water Mains 16. ANSI/AWWA C800: Underground Service Line Valves and Fittings. 17. ANSI/AWWA C900: Polyvinyl Chloride (PVC) Pressure Pipe, 4 -inch through 10 -inch for Water Distribution D. American Water Works Association: 1. AWWA Manual M23***: PVC Pipe -Design and Installation 2. AWWA Manual M17***: Installation, Field Testing, and Maintenance of Fire Hydrants E. American Society for Testing Materials: 1. ASTM D2241 2. ASTM B75-86 Seamless Copper Tubing F. Manufacturers Standardization Society: 1. MSS -SP -58 Pipe Hangers and Supports, Materials Design and Manufacture 2. MSS -SP -69 Pipe Hangers and Supports Selection and Application & Uni-Bell PVC Pipe Association: 1. UNI -13-3-88 Recommended Practice for the Installation of Polyvinyl Chloride (PVC) Pressure Pipe (nominal diameters 4-36 inch) complying with AWWA Standard C-900. 1.03 SUBMITTALS: A. Submit to the Engineer the following drawings or details for approval prior to installation. One copy of each with the approval stamp shall be kept.al the work site at all times. SP -126006 Page 4 of 27 B. Shop and Working Drawings: 1. Pipe layout with valves, fittings and hydrants shown 2. Valves 3. Hydrants 4. Fittings 5. Bolts 6. Joints 7. Tapping sleeves, couplings, and special piping materials. 8. Polyethylene 9. Thrust block designs and details 10. Special backfill C. Certificates: Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials. D. Manufacturer's Literature: 1. Catalog cuts of joints, couplings, harnesses, expansion joints, gaskets, fasteners and other accessories. 2. Brochures and technical data and coatings and linings and proposed method of application. E. Plans for initial operations and final operations: Special prepared drawings and typed list of sequences of steps are needed prior to any operation of water distribution system. Submit 2 weeks prior to date of planned operation. 1.04 PERMITS: A. Contractor's superintendent on the job must have a license as a sewer and water service installer issued by the City to construct water and sewer mains and services in Iowa City. B. The Contractor or their agent will be responsible for the tapping application forms and records. 1.04 QUALITY ASSURANCE. A. Engineer reserves the right to inspect and test by independent service. tit manufacturer's plant or elsewhere at Engineer's expense. B. Contractor shall conduct visual inspection before installation. SP -126006 Page 5 of 27 1.05 TIME: A. Time is of the essence for water main construction work. All work which requires shutdown of active water mains must be completed as quickly as possible to minimize inconvenience to the consumers and risk to the community. B. Amount of advance notice required to the Iowa City Water Division when materials or services are supplied by the Division are listed below. Serve notice to the Water Division at 356-5160. 1. For tapping service, provide 24 hours notice. 2. For notice to customers of disruption of water service, provide 48 hours notice. This work will be completed with the assistance of Water Division personnel. 3. For review, comments, and approval of plans of operation, provide 3 days notice. 4. For locations of underground facilities, provide 48 hours notice. PART 2 -PRODUCTS 2.01 All products used for this work shall be from the list of "Accepted Products for Water Distribution Materials" contained in the Iowa City Water Division Reference Manual and found in Part 5 of this document. If there is a discrepancy between the Iowa City Water Division Reference Manual and Part 5, the Iowa City Water Division Reference Manual prevails. 2.02 DUCTILE -IRON PIPE: A. Thickness design shall conform to ANSI/AWWA C150/A21.50. B. Manufacture shall conform to ANSI/AWWA C151/A21.51. C. Thickness for direct bury piping, unless otherwise indicated or specified, shall be class 52. D. Thickness for pipe suspended from structures and bolted or restrained • joint pipe, unless otherwise indicated or specified, shall be class 53. E. Cement mortar lining shall conform to ANSI/AWWA C104/A21.4;---i u 2.03 DUCTILE -IRON PIPE JOINTS: ., -z r A. Single rubber -gasket push -on joints or mechanical joints conformino ANSI/AWWA C111/A21.11. Furnish with all necessary hardware and gaskets. SP -126006 Page 6 of 27 B. Bell -and -spigot pipe joints conforming to ANSI A21.6 or ANSI A21.8. C. For bolted/restrained mechanical joint, use Griffin Bolt -Lok restrained joint or approved equal. (Class 53) D. For unbolted/restrained mechanical joint, use Griffin Snap -Lok restrained joint or approved equal. (Class 53) E. Do not use drilled & tapped retainer glands. F. Plain end of push -on pipe factory machined to a true circle and chamfered to facilitate fitting gasket. 2.04 POLYVINYL CHLORIDE PIPE: A. Pipe shall conform to ANSI/AWWA C900 and shall be thickness class DR 18 (Class 150). All pipe shall have the same outside dimensions as ductile -iron pipe. PVC pipe materials are only allowed in sizes 4 to 10 inch diameter. B. PVC pipe materials shall not be used in any area where there is likelihood the pipe will be exposed to concentrations of pollutants comprised of low molecular weight petroleum products or organic solvents or vapors. C. PVC pipe shall not be installed under public roadways and shall not be used around cul-de-sacs or other small radius curves. 2.05 FITTINGS: A. All fittings shall conform to ANSI/AWWA C110/A21.10, with pressure rating of Class 350 for 3" to 24". B. Mechanical -joint fittings shall be ductile iron compact ANSI/AWWA C153/A21.53 or ductile standard ANSI/AWWA C110/A21.10. Large fittings, 12 -inch through 20 - inch shall be ductile iron standard ANSI/AWWA C110/A21.10. Swivel tees shall be ductile iron standard ANSI/AWWA C110.A21.10. Where ductile iron is not available (i.e., offsets), cast iron standard ANSI/AWWA C110/A21.10 shall be provided. C. All fittings shall be bituminous coated inside and outside and shall be furnished complete with necessary accessories including plain rubber gaskets, ductile iron glands, NSS Cor -Blue bolts and nuts. Verify the gasket seats are not made irregular by improper application of the lining materials. 2.06 RESILIENT SEAT VALVES & VALVE BOXES: i A. Gate valves shall conform to ANSI/AWWA C509. - rn 1. Valves shall be full line size gate valves with epoxy coating inside and outside and contain stainless steel nuts and bolts. SP -126006 Page 7 of 27 2. Valve bodies shall be ductile iron or cast iron. Working pressure of the valve shall be at least 200 psi and gaskets rated at 250 psi. 3. Valves shall have a standard 2 -inch square operating nut and shall open left. 4. Valves shall be capable of being repacked or replacing o -rings under pressure. 5. Valves are to be non -rising stem with the stem, nut and thrust collar made of bonze. B. Butterfly valves shall conform to ANSI/AWWA C504, for buried service, Class 1506. 1. Valve seat to be installed on disk or valve body. 2. Butterfly valves shall not be utilized in sizes smaller than 16", unless so noted on the plans. 3. Working pressure of the valve shall be at least 150 psi. 4. Valves shall be short body pattern with mechanical joint ends. 5. Shaft seals shall be o -ring type. 6. Valve shall have manual operator with a 2" square operating nut for operation of the valve and shall open left. 7. All interior and exterior cast iron, ductile iron or steel surfaces shall be painted with an epoxy coating and contain stainless steel bolts and nuts. C. Tapping Valves shall be as specified for resilient -seated gate valves with the exception that one end shall be mechanical joint and the other end shall be flanged to match the tapping sleeve and shall have oversize seat rings to permit entry of the tapping machine cutters. 1. Tapping valves be 175 psi minimum working pressure. 2. Valves shall be epoxy coated inside and outside with stainless nuts and bolts. 3. Valves shall be furnished with all joint accessories. D. Valve Boxes shall be 2 -piece or 3 -piece slip type, range 51" to 71". Use lids marked "water'. SP -126006 Page 8 of 27 2.07 HYDRANTS: Specification standard: Type of shutoff: Type of construction: Main valve opening ANSUAWWA Standard C502 Compression Break flange or break bolt above the ground line and a breakaway stem connection. All bolts to be stainless steel. 4'/ inches for 12" water main and under 5'% inches for 16" water main and above Nozzle arrangement 3 nozzle, two 2'/z -inch hose nozzles and one 4/2 -inch and size pumper nozzle, with caps attached with chains Nozzle thread: National Standard Hose Threads Type of inlet connection Size of inlet connection: Depth of bury: Direction of opening: Packing: Size and shape of operating nut: Working pressure: Color: 2.08 SPECIAL FITTINGS Mechanical Joint 6 inch Depth of bury shall be 6 feet Open to right (clockwise) Conventional or O -Ring 1'/z inch, standard pentagon 250 psi Safety Red A. Special pipe fittings must be approved by the Engineer. B. Special fittings must be the same diameter, thickness and pressure class as standard fittings. C. Special fittings may be manufactured to meet requirements of same specifications as standard fittings except for laying length and types of end connection.. D. Full Body Tapping Sleeves: 1. Shall be mechanical joint, split construction with end gaskets, manufactured to fit cast iron or ductile iron pipe. Branch shall have a flange fitting to match the tapping valve. SP -126006 Page 9 of 27 2. Shall meet the OD requirements for Class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Required for 12" and larger pipe or under paving. 5. Shall have stainless steel or NSS Cor -Blue nuts and bolts. E. Stainless Steel Tapping Sleeves: 1. Shall be epoxy coated with ductile -iron flange and stainless steel bolts. 2. Shall meet the OD requirements for class A, B, C, or D pit cast pipe. 3. Shall be furnished complete with all accessories. 4. Nitrile gaskets shall be used in L.U.S.T. areas (leaking underground storage tank areas. F. Stainless Steel Repair Clamps: 1. All stainless steel, single section, double section, or triple section, depending upon size of main. 2. Shall have stainless steel bolts and nuts. 2.09 GASKETS, BOLTS, AND NUTS: A. Mechanical joints made with: 1. Bolts: 3/4 inch NSS Cor -BLUE. 2. Stainless steel bold studs with stainless steel nuts on each end. B. All thread rod used to restrain fittings shall be stainless steel with stainless steel nuts and 3/4" diameter. 2.10 LOCATION WIRE: A. Location wire shall be #12 solid copper, THHN insulation in yellow, orange or blue color. 2.11 LUMBER: A. Lumber for bracing or supports shall be hardwood (i.e. oak or maple). Do not use creosoted lumber in contact with piping materials. SP -126006 Page 10 of 27 2.12 WATER SERVICE: A. Service lines shall be new type K copper in coils for sizes'/ -inch thru 1 'h -inch and in coils or straight pipe for 2 -inch size. B. No couplings or connections will be permitted under the paving. 2.13 SERVICE SADDLES: A. Service saddles shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Saddles shall be equal to but not exceed up to 200 PSIG. C. Body shall be 85-5-5-5 cast brass. D. Strap shall be wide band, 304L stainless steel with 304L stainless steel studs. E. Nuts and washers shall be 304 stainless steel. Nuts are supplied with fluorocarbon coating. F. Saddles shall be AWWA tap thread (CC thread). G. Saddles with nitrile gaskets shall be used in L.U.S.T. areas (Leaking underground storage tank areas). 2.14 CORPORATION VALVES: A. Corporation valves shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Valves shall be 300 PSIG maximum working pressure. C. Body shall be 85-5-5-5 cast brass. D. Valves shall be inlet: AWWA taper thread, outlet: conductive compression connection for CTS O.D. tubing. E. Valves shall be compression ball type valves. 2.15 BALL CURB VALVES: A. Ball curb valves shall meet or exceed current ANSI/AWWA C800specifications and shall be made in accordance with ASTM B-62. B. Valves shall be 300 PSIF maximum working pressure. C. Body shall be 85-5-5-5 cast brass. SP -126006 Page 11 of 27 D. Valves shall be compression connection for CTS O.D. tubing, both ends. E. Valves shall have a quarter turn check with fluorocarbon coated ball and stainless steel reinforced seat. F. Valve shall have end pieces o -ring sealed with double o -ring seals. 2.15 BALL CURB VALVES: A. Ball curb valves shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Valves shall be 300 PSIF maximum working pressure. C. Body shall be 85-5-5-5 cast brass. D. Valves shall be compression connection for CTS O.D. tubing, both ends. E. Valves shall have a quarter turn check with fluorocarbon coated ball and stainless steel reinforced seat. F. Valve shall have end pieces o -ring sealed with double o -ring seals. 2.16 CURB BOX— ARCH PATTERN: A. Curb box shall meet or exceed current ANSI/AWWA C800 specifications. B. Curb box lid shall be Erie Pattern — 5601 L — 2 -hole. C. Curb box shall be 5 -foot box (telescope 1 -foot) and shall telescope up and down inside the base casing. D. Curb box shall be slide style. E. Curb box and accessories shall be black dip coated inside and out. F. Curb box rod length shall be a 5/8" rod, 42 -inches long, small key -clamp welded to rod with stainless steel rod and cotter pin. 2.17 STRAIGHT THREE PART UNIONS: A. Unions shall meet or exceed current ANSI/AWWA C800 specifications and shall be made in accordance with ASTM B-62. B. Union shall be conductive compression connection for CTS O.D. tubing both ends. C. Body and nut shall be corrosion resistant cast bronze 85-5-5-5. I SP -126006 Page 12 of 27 D. Gripper band shall be stainless steel and overlap itself so no gasket material can get underneath. E. Conductor spring shall provide metal to metal contact between copper tubing and the fitting for electrical conductivity. F. Entire gasket shall be closed. G. Fluorocarbon coating shall be on inside surface of nut. H. Union pressure rating shall be greater than the valve or fitting with which it is used. 2.18 COPPER TUBING: A. Copper tubing shall meet or exceed current ANSI/AW WA C800 specifications. 2.19 YARD HYDRANTS: A. Yard hydrants shall be freezeless style. 2.20 WATER: A. Reasonable amounts of water will be provided for use in the final operations of water main flushing, disinfection and testing. Prior notice must be given to the Water Division. B. Contractor will not be charged for the water used as long as there is reasonable care to control and conserve the rate and volume used. If there is waste or carelessness, Contractor will be charged for water. PART 3 - EXECUTION 3.01 REFERENCES AND DOCUMENTS: A. Contractor must have all required documents on the site before commencing with the work. B. Valves, fittings, hydrants and ductile -iron pipe shall be installed in accordance with ANSI/AWWA C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with AWWA M23 and Uni-Bell PVC Pipe Association UNI -13-3-88 except as noted herein. D. Contractor must prepare and retain a set of "as -built' drawings on the job site with accurate and current information on the location of all valves, pipe and special construction features. Examples of special buried features would be: 1. Offsets in alignment. 2. Changes in depth, depth greater than 8 feet or less than 5 feet. _. SP -126006 Page 13 of 27 3. Special fittings or construction materials. 3.02 RECEIVING, STORAGE AND HANDLING: A. The Engineer may mark materials which are found on the job site and which are determined to be defective or not approved. The marking may be done with spray paint. The Contractor shall promptly remove defective or unapproved materials from the site. B. While unloading PVC piping materials: 1. Do not allow the pipe units to strike anything. 2. Do not handle pipe units with individual chains or single cables, even if padded. 3. Do not attach cables to pipe unit frames or banding for lifting. C. Within the "Storage" language of AWWA M23, change "should" to "shall." D. Within the "Handling" language of AWWA M23, change "should" to "shall." 3.03 LOCATION, ALIGNMENT, SEPARATION & GRADE: A. Water mains, valves, hydrants, and special fittings shall be installed in the locations shown on the plans or as directed by the Engineer. B. Contractor shall have all buried utilities located by the 1 -800 -ONE -CALL service and shall do exploratory excavation as necessary to determine specific conflicts between existing utilities and new water main. No extra compensation will be allowed for the exploratory excavations. C. Water main shall be installed a minimum depth of cover of 5'/z feet. Generally, the maximum depth shall not exceed 7 feet. D. Water mains crossing sewer services, storm sewers or sanitary sewers shall be laid to provide a separation of at least 18 inches between the bottom of the water main and the top of the sewer. Where local conditions prevent this vertical separation, the water main shall not be placed closer than 6 inches above a sewer or 18 inches below a sewer under any circumstances. Additionally, one full length of water pipe crossing the sewer shall be centered at the point of crossing so that the water pipe joints will be equal distance as far as possible from the sewer. The water and sewer pipes must be adequately supported and have pressure tight joints. A low permeability soil shall be used for backfill material within 10 feet of the point of crossing. E. No water pipe shall pass through or come in contact with any part of a sewbr manhole. A minimum horizontal separation of 3 feet shall be maintained._ F. All PVC water main and ductile iron water main with greater than 400 feet between features that extend to the surface (such as hydrants or valve boxes) shall be SP -126006 Page 14 of 27 marked with a wire for the entire length to make electronic location possible. The wire shall be installed continuously as the pipe is backfilled. The wire shall be fixed to the side of the pipe at a position of 2 o'clock or 10 o'clock and attached with duct tape every 5 feet. 2. The insulation shall be protected to prevent accidental grounding. Make few splices and splice the wire together using a Twister DB Plus Wire Connector. 3. Bring the wire to the ground surface at each fire hydrant and loop wire in a Valvco tracer wire terminal box. These boxes shall be located between the hydrant and the hydrant valve with at least two feet of extra wire inside the box. Install the terminal box perpendicular from the hydrant and parallel with the valve box, one -foot from the hydrant base. The tracer wire terminal box must be installed flush with the finished grade. If there is no fire hydrant within 500 feet, bring the wire to the surface in a "daylight box' which is a full-size valve box and mark the drawings appropriately. 3.04 PIPE BEDDING AND BACKFILLING: A. Ductile -iron pipe bedding shall conform to the project plan details or as otherwise specified or directed by the Engineer. B. PVC pipe bedding shall conform to UNI -B-3-88 laying condition Type 2 including hand excavation for the bell holes. The bedding shall be loose, natural, fine soil which is compacted by stomping on the soil along the sides of the pipe to the top of the pipe. C. Trench width within the pipe envelope shall conform to the plans or as directed by the Engineer. D. Set valves and hydrants on precast concrete bases. 3.05 PIPE RESTRAINT.• A. Thrust Restraint: 1. For pipe smaller than 10" diameter, concrete block shall be used, placing the concrete block next to the fitting and undisturbed soil. For 10" and larger diameter pipe, blocking shall be by cast -in-place concrete. Cover fittings and joints with 8 mil. polyethylene before placing concrete. Brace fittings with hardwood lumber to prevent shifting before placing concrete. 2. Do not pour excess concrete on top of pipe and fittings. - B. Socket Pipe Clamps, Tie Rods, and Bridles: Where indicated or necessary to prevent joints or sleeve couplings from SP -126006 Page 15 of 27 pulling apart under pressure, provide suitable socket pipe clamps, tie rods, and bridles. Bridles and tie rod diameter shall be at least 3/4 in. except where they replace flange bolts of smaller size with nut on each side of flange. C. Dead Ends 1. Pipe ends or fittings left for future connections shall be plugged or capped using materials supplied by the pipe manufacturer. 2. All pipe ends or fittings left for future connections shall be blocked against thrust. 3.06 JOINTS AND COUPLINGS: A. Push -on Joints: 1. Inspect bell grooves and clean to assure complete gasket seating. 2. Use extreme care to prevent separation of joints already installed. 3. Do not use push -on joints when boring. Griffin Snap -Lok shall be used in casing with locking rubbers. B. Mechanical Joints: The range of torque for tightening bolts which is indicated in ANSI/AWWA C600 may be somewhat affected by the temperature. On cold days, more torque may be required. 2. Use extreme caution when tightening cast iron fittings to avoid breaking the ears of the flanges. An average worker should not use a wrench longer than 18 inches. 3. On PVC pipe connections to MJ joints, cut the bevel off the end of the PVC pipe to get full pipe diameter in the joint. 4. Do not deflect pipe at joint. C. Sleeve -Type Coupling: Clean pipe ends for distance of 12 inches. - 2. Use soapy water as gasket lubricant. 3. Carefully mark and place the sleeve coupling in the center of the joint. 3.07 TAPPED CONNECTIONS UNDER PRESSURE. A. Follow manufacturer's installation instructions. SP -126006 Page 16 of 27 B. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. C. A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division. The tapping application must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. 3.08 POLYETHYLENE ENCASEMENT: A. All open cut installed ductile iron pipe and fittings shall be wrapped with an 8 mil polyethylene encasement in accordance with ANSI/AWWA C205/A21.5 installation methods. This includes any ductile iron laid in cul-de-sacs or other small radius areas where PVC main could not be used. 3.09 HYDRANT INSTALLATION. A. Handle carefully to avoid breakage and damage to flanges. Keep hydrants closed until they are installed. Protect stored hydrants from dirt, water, ice, animals and vandals. B. Before installation, clean piping and elbow of any foreign matter. C. Install hydrants away from the curb line a sufficient distance to avoid damage from or to vehicles. A set -back of 4 feet from the curb line is recommended. D. Orient the hydrant so the pumper nozzle faces the street. Outlet nozzles shall be at least 18 inches above finished ground. The break -off flange should be no more than 6 inches above ground. There shall be no obstructions to fire hose connections. E. The base elbow shall be placed on solid precast concrete blocks on firm, undisturbed soil. The barrel of the hydrant shall be firmly braced against the back of the trench wall with pre -cast cement blocks to resist thrust at the pipe connection. F. The base and lower barrel shall be backfilled with 5 cubic feet of washed gravel or 1 inch crushed rock to allow water to release from the hydrant drain. G. Install the hydrant plumb. Drainage stone and soil backfill around the barrel shall be firmly compacted to provide good lateral support for the hydrant. This is essential to the performance of the break -off flange. 3.10 WATER SERVICE INSTALLATION: A. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. This includes connections made on public and private mains. SP -126006 Page 17 of 27 B. The City Water Division will provide, at Contractor cost, labor to tap the water main for services. Each water service pipe shall be connected to the water main through a brass corporation stop. A tapping saddle is required on all water main materials. The plastic plug from PVC main shall be recovered. The main shall be tapped at an angle of forty-five degrees with the vertical, if possible. The stop must be turned so that the T -handle will be on top. C. The old water service under the street right-of-way will be shut off and removed. The old stop box will be removed. D. The Contractor shall install the new copper service line from the new corporation stop to the new curb stop and from the curb stop to the customer service line near the property line. The size will be determined by the Water Division. The minimum size will be 1 -inch to the stop box. The service pipe shall be laid in the trench with sufficient weaving to allow not less than one foot extra length for each 50 feet of straight line distance. E. Underground water service pipe shall be laid not less than ten (10) feet horizontally from the building drain, and shall be separated by undisturbed or compacted earth. Where the horizontal separation cannot be met, the water service pipe shall be installed so the bottom of the water service pipe is at least eighteen (18) inches above the top of the building drain line at its highest point. A curb stop shall be furnished and installed for each service at the location shown on the plans, or as directed by the Engineer. Place a brick or masonry block under each stop box valve. A cast iron stop box shall be furnished and installed over the curb stop and held in a truly vertical position, until sufficient backfill has been placed to ensure permanent vertical alignment of the box. The top of the box shall be adjusted and set flush with the finished surface grade. The stop box shall be located between the curb and the property line and visible from the sidewalk. Stop box shall not be located with sidewalk or driveway paving unless approved by the Engineer. G. The Contractor shall make a clean cut on the existing service line and connect the new service line at the location as directed by the Engineer. H. The Contractor shall be responsible for visual inspection of all water service materials used on the project. If water pressure is available or will be available within 24 hours of make the new service connection, the new service shall be subjected to normal system pressure and visually inspected for leaks. If any leaks appear, the Contractor shall make repairs. Each water service shall be turned on and observed by the Contractor within the premises to verify adequate pressure and flow. 3.11 WATER MAIN OPERATIONS: A. All work which involves operating the active public water distribution system will require the notice, consent, approval and assistance of the Water Division. 1 r r.: :X7 _ti [.J SP -126006 Page 18 of 27 B. An accurate and legible copy of the "as -built' drawings must be on file in the Water Division office prior to using the water supply. C. If requested by the City, the contractor will work with the Water Division personnel to submit a plan for initial operations and a plan for final operations to the Water Division for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, flushing and testing operations. The purpose of both plans is to minimize the impact of service interruptions and pressure and flow variations on the water distribution system and existing customers. 3.11 DISINFECTION FOR POTABLE WATER SYSTEMS: A. General Upon completion of a newly installed water main or when repairs to an existing water system are made, the main shall be disinfected according to instructions listed in ANSI/AWWA C651 and the following specifications. B. Special Disinfection Requirements Exercise cleanliness during construction. Protect pipe interiors, fittings and valves against contamination. 2. Water main 16 -inch and larger in diameter must be swabbed with a soft pig prior to flushing if flow in the system is not adequate to maintain scouring velocity (2 fps) during flushing. 3. The minimum uniform concentration of available chlorine used for disinfection shall be 50 mg/L. Use either the granulated/tablet or continuous feed method with modifications as described in 3.11 C or D below. 4. The chlorinated water shall be retained in the main at least 24 hours, during which time all valves and hydrants in the section treated shall be operated in order to disinfect the appurtenances. At the end of this 24 hour period, the treated water shall contain no less than 25 mg/L chlorine throughout the length of main. After the retention period, flush the heavily chlorinated water from the main until the chlorine concentration in the water leaving the main is no higher than 3 mg/L and the water appears clean. Flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than.Y< of the main diameter. For 6 -inch through 12 -inch water mains, a single 2'/z -inch fire hydrant opening is adequate. Water entering storm sewer system shall be dechlorinated by a method approved by the Engineer to prevent downstream environmental damage (i.e. fish kills). 6. Collect a bacterial sample from the end of each line or 800-1,000 feet and deliver the sample to the University Hygienic Laboratory at Oakdale for SP -126006 Page 19 of 27 analysis. Allow approximately 5 days for the results. If the bacterial sample shows the absence of coliform organisms, the hydrostatic test may proceed. C. Tablet Method of Chlorine Application 1. Use ANSI/AWWA C651, however slowly fill the main (less than 1 cubic foot per second) with system water, pushing out as much air as possible. Do not wash out the tablets. D. Continuous Feed Method of Chlorine Application 1. Prior to applying chlorine, do a preliminary flush at a minimum velocity of 2.5 feet per second in the main through an opening not less than not less than '/4 of the main diameter. For 6 -inch through 12 -inch water mains, a single 2'/z -inch fire hydrant opening is adequate. 2. Add the water and chlorine solution with the required concentration to fill the main completely. 3.12 TESTING: A. General 1. All Water main testing shall be completed within a 4 -day window. This means that testing will need to commence on a Monday or Tuesday in order to complete all of the items as required. Depending upon the Hygienic Lab schedule, Wednesday is possible if everything proceeds in a timely manner. If the schedule as outlined above causes excessive delays in project progress, testing may commence Thursday or Friday with approval of the Project Engineer. 2. Utilize only the specified amount of granular chlorine to disinfect the main. B. Filling the water main: 1. Fill the newly constructed water main system slowly using treated public water under low pressure and low flow. The objective is to displace air with water while avoiding damage to new construction, customer services, and adjoining property due to the release of air and water. Public Works staff must be on site to assist with operation of the system valves and hydrants during this operation. 2. Open one hydrant (completely) at the end of the main or at a high point on the main which is to be filled. Open a filling valve (the smallest one available) slightly. Allow the water main to fill and slowly release the air. When the main being filled has released nearly all air, surging should diminish. The line shall be filled until a trickle of water is discharged from the hydrant. Monitor and control the released water to minimize damage. =gin .A tis' C:1 SP -126006 Page 20 of 27 B. Bacterial Tests: 3. No sooner than 24 hours and no later than 48 hours after filling the main, the first bacterial test should be taken. 4. Bacterial tests shall be taken at all locations as determined by the Project Engineer. Tests will be taken after water has been flushed to normal residual levels. Contractor shall be responsible for dechlorinating all discharged water. The Iowa City Water Division is available for professional guidance if the contractor is not experienced in current dechlorination procedures. 5. Within 24 hours a 2nd bacterial test must be taken for each of the initial tests taken. Verbal or written verification form the University of Iowa Hygienic Lab must be provided for the entire initial series of tests prior to the commencement of 2nd series of tests. Verification must be provided for all bacteria tests prior to pressure testing. This verification may be in the form of a call, email, or fax from the Hygienic Lab. C. Pressure and Leakage Tests: 1. Pressure testing shall be performed on all newly installed water mains. Tests shall be for 2 hours at 150 psi. Pressurize the line no greater than 155 psi. A gauge owned the City of Iowa City must be placed on the line in addition to the contractor's gauge. 2. Pressure test off the hydrants or furnish and install temporary testing plugs or caps. Furnish pressure pumps, pipe connections, meters, gauges, equipment, potable water and labor. Use only potable water for testing. 3. The Project Engineer will give notice to the Iowa City Water Division to locate the water main via all of the tracer wire boxes installed by the contractor. Wire boxes must be fully installed and placed in their final locations before locates shall be performed. The main must trace as it will when it is placed in service. 4. Keep the water main full of water for 24 hours before conducting combined pressure and leakage test. 5. Pressure and leakage test consists of first raising water pressure at the lowest point of section being tested to 150 psi internal pressure. 6. Failure to achieve and maintain the specified pressure for two hours with no additional pumping means the water main has failed to pass the test. 7. If the water main fails the pressure and leakage test, Iodate, )uncover, and repair or replace defective pipe, fitting or joints. Conduct additional tests and repairs until water main passes the test. SP -126006 Page 21 of 27 8. Once the newly constructed water main passes the pressure and leak test as described above, the Contractor shall perform final flushing. At this time, as-builts, hard copies of all bacterial tests and a completed material list (certified by the Contractor) must be provided to the Project Engineer. The materials list form may be found at the end of this document. 9. Upon the completion of final flushing, the Project Engineer shall notify the Iowa City Water Division that the water main has successfully passed all testing and tapping permits may be issued. Prior to final acceptance of the project, all outstanding water main punch list items (plumbing valve boxes, setting final box elevations, turning hydrants, etc.) shall be completed. C. Valve Operations: 1. All valves shall be located and tested to verify operation. Remove the valve box lid, insert the valve key and open and close each valve. Count the turns and record the results. D. Hydrant Operations: 1. After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. Remove a nozzle cap and open the hydrant slowly and fully. Check the direction of opening as marked on the top. Do not force the hydrant in the opening direction beyond full open as indicated by sudden resistance to turning. 3. After hydrant has been flushed, close it and check for drainage. This is done by placing the hand over the nozzle opening and checking for a vacuum. Then check the hose thread for proper fit. 4. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. E. Flow Test: 1. Flow tests shall be conducted to verify all components of the water system are fully open and operational and to determine the fire flow capacity. 2. Public Works staff personnel must be on the site to operate the system valves and hydrants during this test. 3. A hydrant flow test shall be conducted on the hydrant at the extreme locations for distance or highest elevation to determine the fire. flow capability of the system. Static and flowing pressures and flow rates shall be recorded, and a copy forwarded to the Water Division. SP -126006 Page 22 of 27 PART 4 — METHOD OF MEASUREMENT AND BASIS OF PAYMENT 4.01 —Water main A. Payment by the lineal foot of pipe laid in the trench as measured for each diameter, type, and class in the Bid Schedule. The Contractor will be paid the contract unit price per lineal foot of each size of water main pipe installed. Deductions will be made from the measured length for valves and other appurtenances. The unit prices as bid shall include the fumishing of all labor, equipment and materials necessary to install the water main in accordance with the contract documents. This price also includes MJ glands, gaskets, nitrile gaskets, bolts, polyethylene wrap and the installation of these items. This work shall include all excavation, installing and joining of pipe and fittings, removal and disposal of water, backfilling, sheeting, shoring, disposal of excess excavated material, protection of existing structures and utilities, clean-up and all other operations unless specifically covered by other pay -items specified under this contract. 4.02 — Water main, Trenchless A. Payment by the lineal foot of pipe installed by trenchless methods as called out on the plans for each diameter, type, and class in the bid schedule. The Contractor will be paid the contract unit price per lineal foot of each size of water main pipe installed. The unit prices as bid shall include the fumishing of all labor, equipment and materials necessary to install the water main by trenchless methods in accordance with the contract documents. This item shall include all necessary piping (restrained joint), fittings, tracer wire, excavation (bore pits), dewatering, sheeting and shoring, disposal of excess excavated materials, protection of existing features (structures, utilities & vegetation), clean-up and all other operations unless specifically covered by other pay items specified under this contract. 4.03 — Water main, Trenchless W/ Casing Pipe A. Payment by lineal foot of pipe installed by trenchless methods (w/ casing pipe) as called out on the plans for each diameter, type, and class in the bid schedule. The Contractor will be paid the contract unit price per lineal foot of each water main pipe installed. The unit price as bid shall include the fumishing of all labor, equipment and materials necessary to install the water main by trenchless methods (w/ casing pipe) in accordance with the contract documents. This item shall include carrier pipe (restrained joint), casing pipe, skids, bands, excavation (bore pits), dewatering, sheeting and shoring, disposal of excess excavated materials, protection of existing features, clean-up and all other operations unless specifically covered by other pay items specified under this contract. 4.02 — Fittings A. Each fitting will be measured by the pound. The Contractor will be paid the unit price per pound of fitting. Weight of a fitting is defined by the specified body weight of the AWWA C153 fitting or manufacturers equivalent standard. Gaskets, gland rings and bolts are not included in the weight and are considered incidental to the fitting. For fittings that are not available in AWWA C153 compact size, then weight will be determined by weight of AWWA C110 fitting. Mainline line tee(s) to the hydrants, including the piping from the tee to the hydrant, are to be considered incidental to the hydrant assemblies. This shall be considered full payment for materials, equipment, excavation, installation and all associated work. 4.03 — Special Fittings and Couplings C-3 w "io W SP -126006 Page 23 of 27 A. Includes couplings, cutting -in sleeves, retainer glands, anchoring pipe and couplings, repair sleeves and clamps, etc. Includes accessories and installation for special fittings and couplings. Payment shall be considered incidental to the installation of the water main pipe. 4.05 —Valves A. Each valve will be measured as a single unit. The contractor will be paid the contract unit price for each valve installed. This shall be considered full payment for equipment, excavation, installation and materials including concrete blocking, crushed stone, bolts, gland rings, gaskets, valve box and lid, and extension if required. 4.06 —Hydrant Assemblies A. Each hydrant assembly will be measured as a single unit. The contractor will be paid the contract unit price for each hydrant assembly installed. This shall be considered full payment for equipment, excavation, installation and materials including hydrant, isolation valve, mainline tee and piping from the main to the hydrant. 4.07 —Thrust Restraint A. Concrete thrust blocking and other restraint accessories including threaded rods, nuts, eyebolts and mechanical joints shall be considered incidental to the installation of water main. 4.08 —Disinfection and Hydrostatic Testing A. Disinfection and hydrostatic testing water mains will not be paid for separately but shall be considered incidental to the water main installation. Includes furnishing all materials, labor and equipment to disinfect the water main and redisinfect if required, and perform hydrostatic testing of the completed water main system; including corporation stops, copper tubing, hoses, pumps, gauges and other equipment required for disinfection and hydrostatic testing. Also included are hoses, piping and accessories necessary to conduct the chlorinated water to a proper disposal point. 4.09 —Tracer Wire A. Tracer wire shall be considered incidental to the installation of water main pipe and fittings. 4.10 —Polyethylene Wrap A. Polyethylene wrap shall be considered incidental to the installation of pipe, fittings, valves, and hydrants. 4.11 —Services A. Water services shall be measured and paid on a count basis for each type and size as set forth in the Contract Documents. Payment for this item shall be considered full compensation for furnishing all tools, equipment, labor and materials (including all required piping, hardware and fittings — corporations, curb stop & box and tapping saddles) necessary for the installation and reconnection of water service in accordance with the contract documents. - 4.12 —Removal of Existing Water main A. Payment by the lineal foot of existing water main removed as measured. The contractorwill be paid the contract unit price per lineal foot of water main pipe removed. The unit price as bid shall include the furnishing of all labor, equipment and materials necessary to remove the pipe in accordance with the contract documents. This work shall include all cutting, removal and disposal of pipe, excavation, plugging, backfill, sheeting and shoring, disposal of excess � ( t SP -126006 Page 24 of 27 excavated material, protection of existing structures and utilities, clean-up and all other operations unless specifically covered by other pay -items specified under this contract. PART 5 — ACCEPTED PRODUCTS FOR WATER DISTRIBUTION MATERIALS WATER PIPE: (Ductile) ANSI/AWWA—A21.51/C151 American, Clow, Griffin, McWane, Tyler, US Pipe, or approved equal Class 52 for direct bury piping unless other wise indicated or specified. Class 53 for suspended from structures and bolted or restrained joint pipe WATER PIPE: ( PVC) (Class 150) — C900 C900 thickness class DR18 (6" thru 10") FITTINGS: (Ductile Iron Standard) ANSI/AWWA — A21.10/C710, 3" to 24" - 350 psi (Ductile Iron Compact) AWWA C153, 350 psi Clow, Tyler/Union, U.S. Pipe, Sigma, or approved equal TAPPING SLEEVES: (Full Body Ductile Iron with Stainless Steel and/or NSS Cor -Blue Nuts and Bolds) for 12" and larger or under pavement Clow - F-5205, Mueller - H615, Kennedy, Tyler/Union, Kennedy, American Flow Control - Series 2800, U.S. Pipe - T-9, or approved equal TAPPING SLEEVES: (Stainless Steel) Smith Blair - 662 or 663, Ford FAST, Mueller -H304, Romac SST, JCM-432 or approved equal Smith Blair — 665 or Cascade CST -EX 3655 w/ nitrile gaskets to be used in L.U.S.T. areas. MECHANICAL JOINT RESTRAINT DEVICE: (Megalug) Ebaa Iron Sales Inc. — 1100 series for ductile iron 2000 PV for PVC STAINLESS STEEL REPAIR CLAMPS (With Stainless Steel Nuts & Bolts): Smith -Blair -261, Ford FS1, Romac SSI or approved equal VALVES: (Resilient Seated Gate Valves) ANSI/AWWA — C509 Clow F-2640, Kennedy 1571-X, Mueller Resilient Seat - A-2360-20, U.S. Pipe — A-USPO-20 or approved equal VALVES: (Butterfly) ANSI/AWWA C504, Class 150B Clow, Pratt, Mueller, American Darling, Kennedy, M & H, DeZurik, Val -Matic, or approved equal VALVES: (Tapping) Clow — F-2640, Mueller— T-2360-16, Kennedy 4950, U.S. Pipe — A-USPO-16 or approved equal VALVE BOXES: Tyler — (Series 6855 & Item 666A, Range 51" to 71") East Jordan Series 8555 & Item 666A — Range 51" to 71" HYDRANTS (4'/:" for 12" and under) (5'/." for 16" and above) AWWA C602 Clow F-2545 Medallion, Mueller Super Centurion 250 SP -126006 Page 25 of 27 SLEEVE TYPE COUPLING (with Stainless Steel Nuts & Bolts): Standard solid black sleeve — Tyler/Union 5-1442, Griffin Bolted Straight Coupling with stainless steel bolts and nuts — Smith -Blair 441, Romac Style 501 or approved equal TRACER WIRE TERMINAL BOX (DAYLIGHT BOX): U.S. Filter WaterPro, Utility Equipment or approved equal - Valvco —95E -2'/3" ID with lockable cast-iron lid — minimum 18" long, telescoping TRACER WIRE CONNECTORS: Twister DB Plus Wire Connector POLYWRAP: 8 mil polyethylene encasement WIRE: #12 solid copper, THHN insulation in yellow or orange FREEZELESS YARD HYDRANT: Woodford Mfg. Iowa Model Y34 and Yl SERVICE SADDLES (ANSI/AWWA— C800/C900): AY McDonald 3845, Ford 20213S, Smith Blair 325 (w/ nitrile gasket to be used in L.U.S.T. areas) or approved equal CORPORATION VALVES (ANSI/AWWA—C800): Mueller B-25008, AY McDonald 4701 BQ BALL CURB VALVES (ANSI/AWWA— C800): Mueller B-25209, AY McDonald 6100Q CURB BOX ARCH PATTERN (ANSI/AWWA— C800 w/ stainless steel rod and cotter pin): AY McDonald 5601 and 5603 with 5660SS-5' shut off rod ry - --t v i _ u cn FILED 2012 SEP 19 AN 0: 54 CITY CLERK i0VIA CITY. tOVJ.', SP -126006 Page 26 of 27 ro.as� CITY OF IOWA CITY Last Updated: March 30, 2010 CITY PROJECT - WATER MATERIALS LIST PROJECT NAME: YEAR: INSPECTOR: PIPE (Ductile) ANSI/AWWA - A21.51/C151 Accepted Types: American, Clow, Griffin, McWane, Tyler and US Pipe Make: Model: Year: PIPE (PVC) Class 150 - C900 Accepted Types: C900 thickness class DR18 (6"-30") Make: Model: Year: FITTINGS (Ductile Iron Standard) ANSI/AWWA - A21.10/10110, 3"-24" (350psi) Accepted Types: Ductile Iron Compact AWWA C153 350psi, Clow, Tyler/Union, US Pipe, Sigma Make: Model: Year: TAPPING SLEEVES (Full Body DIP w/ SS or Blue Bolts) for 12" and larger or under pavement Accepted Types: Clow F5205, Mueller H615, Kennedy, Tyler/Union, AFC 2800 series, US Pipe T9 Make: Model: Year: TAPPING SLEEVES (SS) Accepted Types: Smith -Blair 662/663, Ford FAST, Mueller H304, Romac SST, ICM 432 *Smith -Blair 665 or Cascade EX3655 (with nitrile gaskets) for LUST areas Make: Model: Year: MECHANICAL JOINT RESTRAINTS (Megalugwith Blue Bolts) Accepted Types: Ebaa Iron Sales Inc., 1100 series -ductile, 2000 PV for PVC Make: Model: Year: VALVES (Gate) ANSI/AWWA C509 Accepted Types: Clow F2640, Kennedy 1571X, Mueller A2360-20 or US Pipe A-USP020 Make: Model: Year: VALVES (Butterfly) ANSI/AWWA C504, Class 150B Accepted Types: Clow, Pratt, Mueller, American Darling, Kennedy, M&H, DeZurik or Val -Matic Make: Model: Year: SP -126006 Page 27 of 27 VALVES (Tapping) Accepted Types: Clow F2640, Mueller T2360-16, Kennedy 4950, US Pipe A-USP016 Model: Year: VALVE BOXES (Slip Type NOT Screw Type; Flanges must be cut or knocked off top piece) Accepted Types: Tyler 6855 series; item 666A, East Jordan 8555 series; item 666A (51" to 71") urr• Year: HYDRANTS (4.5" for <= 12" DIP; 5.25" for >= 16" DIP) AWWA C502 Accepted Types: Clow F2545 Medallion, Mueller Super Centurion 250 Make: Model: Year: SLEEVE TYPE COUPLINGS (with stainless nuts and bolts) Accepted Types: Standard solid black (Tyler/Union 5-1442, Griffin), Bolted Straight with SS nuts and bolts (Smith/Blair 441 or Romac 501) Make: Model: Year: TRACER WIRE BOXES Accepted Types: US Filter, WaterPro or Utility Equipment: Valvco 95E, 2.5" with lockable cast iron lid minimum 18" long telescoping Make: TRACER WIRE & CONNECTORS Accepted Types: #12 solid copper, THHN insulation in yellow, orange or blue * * Connectors for wire must be DB Plus Twister Type (with weatherproof gel) Make: Color: OTHER NOTES: CONTRACTOR COMPANY: CONTRACTOR SIGNATURE: DATE: CNJ 0 n v tP to C7 a (n W CL Co Z I- C-) W O Cr Cg_ H O D 1 CITY OF IOWA CITY LOCATION MAP u REDUCED sa. DO NOT SCALE jsQ Iowa Department of Transportation Highway Division PLANS OF PROPOSED IMPROVEMENT ON THE URBAN ROAD SYSTEM LOWER MUSCAT�HE ROAD �MPROdEMEHTS FROMM(\��KORKWOOD AVENUE To IST AVENUE JOHNSON COUNTY o C�Tv OF �O UU Q C ffy PCC PAVEMENT - RRADE AND REPLACE NOT TO SCALE 0 IOWA A 'ONE CALL 800 /292-8989 CALL - BEFORE - You - DIG CITY OF IOWA CITY APPROVED FOR LETTING 712711 CITY ENGINEER DATE:..-- /__ /.--- I.D.O.T. PROJECT NUMBER: STP -U-3715(654)--70-52 SCALES: AS NOTED The Irna Daparlmenl of Tran{arlatlon Standard Specification for Highway and Bridge Cae[nctlon, Serres 2012, plus General Supplemental SpeclflcaUons and applicable Supplemental Speciflcattons Developmental Spe,.lflcatlons, and Special Pravlslons, shall apply to canstruction will an this project. This project Is come by the lova Department of Natural Resouces (FOES General Permll No. Z. The cnntractar shall carry our the terms and condition of ti, General Penult No. 2 and the storm water pollution plan which is a part of thea contract documents. Refer to section 2602 of the standard specifications far additional Information. Section of Loner Muscatine Road will be open to through traffic during construction. Local traffic to adjacent properties will be maintained as prmtded 1. Article 11(17.011, 20)4 Standard SpeclfIr.a n plus current Supplemental Sp,clncations. Traffic control devices, procedures, leysi igning and paveeent marclugs Installed within Ne limits of this project shall conform to the "Manual on Uniform Traffic Control Dw i es for Streets ad Hlowi;" as adopted by the Department per 761 of the Iowa Adelnlstratiw Code (TACT Chapter 130. 04-30-02 101-5 DESIGN DATA URBAN 2006 AADT 9.700 V.P.D. 2030 AADT 11,000 V.P.D. 2030 OHV Y.P.H. TRUCKS 2 X Total Design ESALs MILEAGE SUMMARY W27-927-1 -w DIV. LOCATION LIN. FT. MILES I LOWER MUSCATINE ROAD STA. 1.86.00 - STA. 46.31.00 4,445 0.84 4,445 0.84 ENGINEER: FOTH INFRASTRUCTURE & ENVIRONMENT LLC. I ENGLISH I CITY OF IOWA CITY JOHNSON COUNTY REVISIONS rrV+ C) INDEX OF SEALS SHEET NO. NAME I TYPE A.OI SCOTT K. SOVERS PRIMARY SIGNATURE BLOCK N.01 JON L. RESLER TRAFFIC ENGINEER P.01 JASON FRERICKS ELECTRICAL ENGINEER ENGINEER: FOTH INFRASTRUCTURE & ENVIRONMENT LLC. I ENGLISH I CITY OF IOWA CITY JOHNSON COUNTY REVISIONS rrV+ C) v r- n Ug - r"I NO. C-) OFESS/pN A.01 _ TITLE SHEET STP -U-3715(654)--70-52 SHEET NUMBER A.01 05-3 INDEX OF SHEETS m-zl-B7 NO. DESCRIPTION OFESS/pN A.01 _ TITLE SHEET 9`FZ A.02 LEGEND & SYMBOL INFORMATION SHEET AQP A.03 LOCATION MAP i SCOTT K. B.01 -B.26 TYPICAL CROSS-SECTIONS AND DETAILS w SOVERS C.01 -C.33 ESTIMATE OF QUANTITIES AND GENERAL INFORMATION f? 17141 0.01-0.08 PLAN AND PROFILE SHEETS - LOWER MUSCATINE ROAD E.01-E.I3 PLAN AND PROFILE SHEETS - SIDEROADS 4 F.01 -F.06 DETOUR PAVEMENT _ P.01 -P.08 G.01-6.02 REFERENCE TIES AND BENCHMARKS 11.01-11.10 RIGHT-OF-WAY SHEETS 1.01-1.10 REMOVAL PLAN J.01 -J.29 STAGING AND TRAFFIC CONTROL SHEETS K.01 -K.04 PAVEMENT MARKINGS L.01 -L.20 JOINTING,GEOMETRIC & STAKING LAYOUT M.01 -M.34 STORM SEWER SHEETS 11.01-11.24 TRAFFIC SIGNAL AND INTERCONNECT SHEETS 0.01-0,02 SANITARY SEWER SHEETS P.01 -P.08 LIGHTING LAYOUT AND DETAIL SHEETS 0.01-0.02 SOIL SHEETS S.01 -S.36 PEDESTRIAN RAW LAYOUT T.01 -T.02 EARTHWORK TABULATION SHEETS U.01 -U.04 RETAINING WALL DETAILS W.01 -W.44 CROSS-SECTIONS - LOWER MUSCATINE ROAD X.01 -X.17 CROSS-SECTIONS - SIDEROAOS YAI-Y.05 CROSS-SECTIONS - DRIVEWAYS STP -U-3715(654)--70-52 SHEET NUMBER A.01 I hereby certify that this engineering document was prepared by me or under my deed p'r•onol orpernewn and that I am a duly licensed Proles�ional Engineer under the laws of the State of OFESS/pN Iowa. 9`FZ p AQP -7 11:7/1-,L. i SCOTT K. a SCOTT K. SOVERS, P.E. DATE w SOVERS z License Nu oter: 17141 f? 17141 m My license reneusl date is DECEMBER 31, 2013. 'D ",we ar sheets cc.ered b7 This zeal: 4 ALL SHEETS EXCEPT J.19 -J29, 14.01-14.24 AND _ P.01 -P.08 10 A STP -U-3715(654)--70-52 SHEET NUMBER A.01 STANDARD SYMBOLS TABULATION OF UTILITIES 102-13 RIGHT OF WAY LEGEND oz-za-va 0 Interstate Highway Symbol IST) Septic Tank — GuardraillBeam or Cable) U.S. Highway Symbol _ Cistern ■ GP Guard Post Ione or two) TABULATION OF UTILITIES A Proposed Right of Way OIowa Highway Symbol LP L.P. Gas Tank (No Footing) ■ ■ ■ Guard Post lover two) 0 Existing Right of Way County Road Highway Symbol UST Underground Storage Tank O FP Filler Pipe CITY OF IOWA CITY - ENGINEERING DEPARTMENT DAVE PANGS Existing and Proposed Right of Way Evergreen Tree O Latrine O GV Gas Valve 410 E. WASHINGTON STREET IOWA PHONEC 13191 356-51ITY. IA 45 ® Easement and Existing Right of Way Deciduous Tree ' Luminaire O WV Water Valve FAX. (319) 356-5007 CITY OF IOWA CITY - WATER DIVISION ■ Borrow F C5Fruit .wry Tree Shrub (Bushes) Timber O TP Traffic Signal 9 Traffic Signal with Luminaire Telephone Pedestal (J O ❑ SL Speed Limit Sign P 9 MM Mile Marker Post SIGN Sign ED MORENO W 410 E. WASHINGTON STREET IOWA CITY. IOWA 52240 PHONE: 13191 399-5162'.. FAX: (319) 356-5167 CITY IOWA CITY - WASTEWATER DIVISION O Easement (Temporary) Easement .-:==-- -It-Stump Hedge g e O TVP Television Pedestal Telephone Pole ❑ O STOP Stop Sign P S 9 WHU Water Hook Up AVE LI Son. AS 0008 SOUTH CLINTON STREET IOWA CITY. IOWA 52240 PHONE: 1319) 356-5178 FAX. 1319) 356-5172� X Excess (� r� -�-(� i r Property Line-'�- -.� AL TIT- Swamp Rock Outcrop $ Telephone Pole (Second Company) Telephone Pole (Third Company) [IPM ❑ Parking Meter RT Radio Tower CENTURY LINK COMMUNICATIONSi KEVIN HEEREN T 615 3RD AVENUE SE CEDAR RAPIDS. IOWA 52401 PHONE: (319) 399-7408 FAX: (319) 399-7218 -- C Access ContQ,- +.„] _ - P\L — Property Line, 0 0 o a a a a 4 0 0 0 Broken Concrete Revetment (Ri Ra ) P P Cemetery � Telephone Pole (Fourth Company) Tele hone Pole (Fifth Com an ) P Company) Power Pole O ❑ ❑ TA Tower Anchor EB Electric Box TCB Traffic Signal Control Box AT&T JIM GOEKE F0 GRIMES, IOWA 114T 5011 GRI NW 114TH 011 SUITE B PHONE: (515) 986-9413 MID -AMERICAN ENERGY - GAS t_ R\W Existing Right Of Way R\W — Proposed Right of Way IED Greve Power Pole (Second Company) Cl RRB Rail Road Signal Control Box YOUNG DON PASTOR 1630 LOWER MUSCATINE ROAD ISM LOWER MUSCATINE ROAD UG. ICV) Lave Power Pole (Third Company) ❑ TSB Telephone Switch Box G IOWA CITY. IOWA 52240 IOWA CITY, IOWA 52248 PHONE: (319) 341-4457 PHONE: (319) 341-4461 FAX: 1319) 341-4490 FAX: (319) 341-4490 CONVENTIONAL SIGNS ISH) ' - - - • Sink Hole Board Fence Chain Link or Secunty Fence Power Pole (Fourth Company) Power Pole (Fifth Company) Electrical Highlme Tower (Metal or Concrete) MID -AMERICAN ENERGY - ELECTRIC DICK BOCK JASON L. WARREN ONE —r 1638 LOWER IOWA 5224 ROAD IOWA LOWER IOWA 5224 ROAD IOWA CITY, IOWA 52248 IOWA CITY, IOWA 52240 E PHONE: 13191 341-4123 PHONE: (319) 341-1125 FAX: (319) 341-4490 FAX: (319) 341-4490 oO— Survey Line SLeLon Reference Point — — — — Section Corner x Wire Fence ♦ Telephone Riser Pole DARWINIALOM OLL— TV 546SOUTTHI GATE AVENUE IOWA CITY, IOWA 52240 - - - Proposed Profile Grade d-qy Terrace « Power Riser Pole FFAX�31%) 351-31839 8. EXT 234 Railroad c Earth Oam or Dike (Existing) g $ - ra Telegraph Pole g P PAETEC MICHAEL BRAUGHTON - Field Tile Ene4ng �ropme� T Earth Dam or Dike (Proposed) % (' 1 Satellite TV Dish FO 1719 HAWKEYE DRIVE HIAWATHA. IA 52233 PHONE: (319) 790-7114 O Culverts ! utlng apose - - - - - O Tile Outlet - - -W- - - Existing Water Lina Stream - - Edge of Water - - -W2- - ' Existing Water Line (Second Company) Existing Drainage - - San: - - Existing Sanitary Sewer Line WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA. IT SHALL BE THE RESPONSIBILITY �!► Proposed Drainage - - - T- - - Existing Telephone Line OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND ■ Right of Way Rail LC 9 y or Lot Corner - - - T2 - - - Existing Telephone Line (Second Company) xis9 P econom Pan Y FACILITIES. STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS. THE EXISTENCE O Concrete Monument Well - - FO -1- - - -St. S.- - Existing Fiber Optics Telephone Line Existing Storm Sewer Line Shading -PCC Paved Surface OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY ® ® Windmill Beehive Intake - -G- - - -G-HP- - Existing Gas Line Existing High Pressure Gas Line Shading - HMA Paved Surface Shading - Class 'A'Granular Surface SUCH WORK. CONTRACTOR IS REWIRED TO UTILIZE THE UTILITY ONE -CALL SERVICE AT 18001-292-8989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. SYMBOLS UNIQUE TO PROJECTTHE ® VIII♦ Existing Intake Proposed Intake - -G2- - - 'G2 -HP- - Existing Gas Line (Second Company) Existing High Pressure Gas Line (Second Company) $hadin Class 'E'Revetment g THE ABOVE UTILITY COMPANIES ARE KNOWN TO HAVE FACILITIES ON THE PROJECT. KNOWN UTILITY CONCOCTS ARE BEING RESOLVED BY EACH RESPECTIVE UTILITY COMPANY. UTILITY CONFLICTS DISCOVERED DURING CONSTRUCTION WILL BE ADDRESSED AT THE TIME OF DISCOVERY. eExisting Utility Access (Manhole) ------ E ------ Existing Power Line • Proposed Utility Access (Manhole) ----- E2----- Existing Power Line (Second Company) 14 Fire Hydrant - - - -TV- - - - Cable Television Line IOWA 1 -CALL# 1-800-292-8989 • WH Water Hydrant (Rural) (Symbols are Typical Only) PROJECT NO. 091023 DESIGNED BY: B. 3OVER5 N0 DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(654)-70-52PRON0- CAD DAi OATS CHECKED BY: S. SOVERS CAD DATE) vzsrzol2 saxes PM DRAW er: CAO FILE: XACR\IE\2009\091023\CAD\Pons\091023-MI.sht �, Foth FROM KIRKWOODAVENUETOISTAVENUE IOWA CITY, IOWA LEGEND 8 SYMBOL INFORMATION SHEET A.OZ - '---- _ - w PAVEMENT CROSS SLOPE VARIES - SEE CROSS SECTIONS w NE SIDE �^ 70' RIGHT-OF-WAY 35.0' 35.0' I� F w 1.0' a wl 3.0'10 111 3.0'l 4.0'-8.0' VARIES 31.0' VARIES 3.011-. 1 10.5'—►-1� 10.0'—i1-- 10.5' Iz NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS 1Q REFER TO ' L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' Q BACKFILL Q 6" STANDARD CURB ® REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION ® KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. LOWER MUSCATINE ROAD - BEGINNING OF PROJECT TO FRANKLIN STREET LOCATION O ROAD IDENTIFICATION STATION TO STATION inches LOWER MUSCATINE ROAD 1 1+86 1 5+54 1 9 4 LEFT PARKWAY SLOPE = 2.0%. STA. 5+54 TO STA. 9+10 **PARKWAY WIDTH VARIES, STA. 13+26 TO STA. 15+10 (SEE L SHEETS) RIGHT PARKWAY SLOPE =.2.0X. STA. 5+54 TO STA. 7+00 w j 66' RIGHT -OF -MAY SIJ NE SIDE zF 35.0' ►I� 31.0' ¢ NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Qj REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' 03 BACKFILL 49) 6" STANDARD CURB Q REFER TO STANDARD ROAD PLAN RF -19C. TYPE 12 INSTALLATION AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT 07 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. 1.0' IOL Of 3.0• I.0' 8.0' 7.5 •ilNt 31.0' 7.5' 4.0' 3.0'Ia a� I 1z F� 10.5' 0 1 10.0' 10.5' I �� x wiAdrPROFILE GRADE A Dima.OXi n �� 4.o%. E.2.07. C 000 3.0' 5 UTILITY JOINT TRENCH '\ SUBDRAIN 9" PCC PAVEMENT SUBDRAIN (BY OTHERS) ( I STORM SEWER (TYP.) --- 70-L v LOWER MUSCATINE ROAD - FRANKLIN STREET TO SPRUCE STREET LOCATION ROAD IDENTIFICATION I STATION TO STATION O•. -B" WATER MAIN (TYP) SW SIDE TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SW SIDE TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 091023 DESIGNED BY: S. SOVER3 IINO DATE BY1 REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET W. CAD DATE: CRACKED BY: S. SOVERG I Fot� CAD DATE: ACEI\I012 3HCAW PM DRAWN Br: FROM KIRKWOOD AVENUE TO 1ST AVENUE B 01 CAO FILE: X:\CR\IE\2009\091023\CAO\Plxn\091023901.=ht ] j I _ _ IOWA arv, IOWA TYPICAL CROSS SECTIONS AND DETAILS NE SIDE NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFFR TO OTHFR DRAWINGS FOR DE PRO PRO L VAR * PAVEMENT WIDTH VARIES FROM 31.0' TO 41.0'. STA. 17-70 TO STA. 18-45. *+: RIGHT PARKWAY SLOPE = 2.0%. STA. 22-00 TO STA. 25-40 VARIES IDT w `- ,om w owz 155 J rcrc .aa SW SIDE oT I w A- Ila�_ NE SIDE �a- Ila of 3.0' w i I I f I II � ROADWAY LIGHTING (TYP. ) —✓ 1 I I � I I 1.0•� ^ 8.0 I I I I 1 NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS 01 REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCT101 ® EXCAVATE AND BACKFILL 3.0' Q BACKFILL ® 6" STANDARD CURB Q REFER TO STANDARD ROAD PLAN RF -19C. TYPE 12 INSTALLATION AS SHOWN IN TABULATION ® KT -2 OR L-2 JOINT 07 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS.,TRANSVERSE JOINTS WILL BE 'CD'. 69' R I 41.0' IN I 111 5.0' 6.0' 1i.5' 14.0' 13.5' 1. SHEET N0. B.02 r I I LOWER MUSCATINE ROAD - DEFOREST AVENUE TO MALL DRIVE LOCATION ROAD IDENTIFICATION I STATION TO STATION SW SIDE TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 091023 DESIGNED BY: S. MYERS PROJECT DATE: CHECKED BY: S. SOYERS CAO DATE: 7/25/2012 5:44:49 PM ORAVN BT: CAO FILE: X:\CR\IE\2009\091023\CAO\Plana\091023-Mi.sht NO GATE BY REVISION DESCRIPTION Foth LOWER RKWOOMUSCAINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)--70-52 TYPICAL CROSS SECTIONS AND DETAILS SHEET N0. B.02 NE SIDE NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS 01 REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' 03 BACKFILL Q 6" STANDARD CURB OS REFER TO STANDARD ROAD PLAN RF -19C. TYPE 12 INSTALLATION AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT 07 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. I I I I I I i F -aw ROADWAY LIGHTING (TYP.)—►III:az W Z O J I xrc N_a—: JI I I wa X2 w a 66' RIGHT-OF-WAY 37.0 129.0' 0 I I LSTORM SEWER (TVP.) p-4--12- SANITARY SEWER (TYP) LOWER MUSCATINE ROAD - MALL DRIVE TO 1ST AVENUE LOCATION ROAD IDENTIFICATION I STATION TO STATION Inch Z. =r , NE SIDE �_a3 No? OJ xm xOn Wa IWa I I I I 66' RIGHT -OF -MAY ROADWAY LIGHTING (TYP.) ol I 37.0' 1 if 29.0' VARIES 41.0' 4. 4.0' 4.5' 4.0' 5.0' - 7.5' 17 13.5' 0 10I4 .0' 13.5' SW SIDE MATCH EXISTING SYCAMORE MALL PARKING LOT BACK OF CURB N CJ n N A C7 rel 7 TYPICAL CROSS SECTIO[ THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SW SIDE 2 0/-)"- 4'O. v -.*-2.07.-.*-2.07.�- NORMAL SECTION SHOWN MAY BE r - -0- 4.0% APPROPRIATELY MODIFIED FOR AREAS <.. 2.07. 2.0'L �)• SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. I- -V REFER TO OTHER DRAWINGS FOR - It _ DETAILS - - _ -I 000% r Q REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION 3.0' - UTILITY JOIN TRENCH 9 PCC PAVEMENT Q EXCAVATE AND BACKFILL 3.0' (BY OTHERS) I I ' I SUBORAIN 5 03 BACKFILL6" MODIFIED SUBBASE L v ® 6" STANDARD CURB > 6" SPECIAL COMPACT OF SUBGRAOE Q REFER TO STANDARD ROAD PLAN STORM SEWER (TYP.) . 12 INSTALLATION TYPICAL CROSS SECTION AS SHOIN AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT LOWER MUSCATINE ROAD — 1ST AVENUE TO END OF PROJECT THREE LANE 07 JOINT LAYOUT SHALL BE AS SHOWN PC CONCRETE PAVEMENT WITH LOCATION SE 'CO O 6" STANDARD CURB JOINTS WILLBETRANSVERSE ROAD IDENTIFICATION STATION TO STATION INcnas LOWER MUSCATINE ROAD 4l+IS 45+31 9 PROJECT 0: 091023 DESIGNED BY: S. SOVERS REVISION DESCRIPTION `` LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET ND. NO 1 DATE BY PROJECT DATE: cHEeNEo Br: s. savERs 7/25/2012 5:44.50 PM OPANN BY: --- _ fO`� FROM KIRKWOOD AVENUE TO IS AVENUE qq 6.0 7 CAD DATE: - ` IOWA air, IOWA TYPICAL CROSS SECTIONS AND DETAILS CAD FILE: x:\CR\IE\2009\091023\CAD\PhN.\09IDz3-BD L.n< V EAST R/W R/W WEST EXISTING 50' RIGHT -OF -MAV © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL ® 6" STANDARD CURB Q KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. EAST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Qj REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL QQ 6" STANDARD CURB ® KT -2 OR L-2 JOINT © REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES Q7 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. FRANKLIN STREET LOCATION I O ROAD IDENTIFICATION I STATION TO STATION Intoes R/W R/W � I EXISTING 60' RIGHT-OF-WAY 30.0' I — 30.0' I__ EXISTING SIDEWALK I 0' 9.5' 25.0' 1 9.3' 4.0' � I ASH STREET LOCATION 1 (T1 ROAD IDENTIFICATION I STATION TO STATION IIr:cneA TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB WEST TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 091023 DESIGNED BY: S. ROVERS NO DATE BY 'F VI SIGN OESLYVIPLION ` LOWER ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET N0. PROJECT oaE: cxecXEo BY: S. sOVERs - - 'f`' �O`� RKWOOINE FROM KIRKWOOD AVENUE TO 1ST AVENUE I 4 PAD BATE: 7/25/2012 5.4461 PN BRAWN BY: PROFILE GRADE \�V"'/ TYPICAL CROSS SECTIONS AND DETAILS CAD FRE: X:\CR\IE\2009\091023\CAO\Pima\091023-BOI.sht - IOWA CITY, IOWA NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS '- SPECIFICALLY DESIGNATED BY THE -- n3 ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS c: cocr u. rnuoArT:nu nr ofor-Door it , .._a © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL ® 6" STANDARD CURB Q KT -2 OR L-2 JOINT Q JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. EAST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Qj REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL QQ 6" STANDARD CURB ® KT -2 OR L-2 JOINT © REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES Q7 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. FRANKLIN STREET LOCATION I O ROAD IDENTIFICATION I STATION TO STATION Intoes R/W R/W � I EXISTING 60' RIGHT-OF-WAY 30.0' I — 30.0' I__ EXISTING SIDEWALK I 0' 9.5' 25.0' 1 9.3' 4.0' � I ASH STREET LOCATION 1 (T1 ROAD IDENTIFICATION I STATION TO STATION IIr:cneA TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB WEST TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 091023 DESIGNED BY: S. ROVERS NO DATE BY 'F VI SIGN OESLYVIPLION ` LOWER ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET N0. PROJECT oaE: cxecXEo BY: S. sOVERs - - 'f`' �O`� RKWOOINE FROM KIRKWOOD AVENUE TO 1ST AVENUE I B.04 PAD BATE: 7/25/2012 5.4461 PN BRAWN BY: - \�V"'/ TYPICAL CROSS SECTIONS AND DETAILS CAD FRE: X:\CR\IE\2009\091023\CAO\Pima\091023-BOI.sht - IOWA CITY, IOWA P i -ii NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS OI REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' 03 BACKFILL Q4 6" STANDARD CURB I! KT -2 OR L-2 JOINT © REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES (2) JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS 01 REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' © BACKFILL Q 6" STANDARD CURB ® KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES 07 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. R/W R/W VEXISTING 50' RIGHT -OF -MAY ►'I 24.5' _ _ 25.5' I 1 0' 4.0' 4.5 25.0' 4.5' 1 4.0' „ 1 0' PINE STREET NORTH/ SPRUCE STREET NORTH LOCATION I (Tl ROAD IDENTIFICATION I STATION TO STATION I..Clrov R/W R/W I ' I I I. EXISTING 60' RIGHT—OF—WAY ►I' 29.0' _ _ 31.0' II .0'4.0' 9.3 ' 25.0' 9.5' 4.0' I.O GINTER AVENUE LOCATION ROAD IDENTIFICATION I STATION TO STATION EAST !m1 TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SOUTH TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT W. 09:023 CHECKED Bx. S. SOBERS Tw oA re ex pERI510N DESTAIPiIOx I Ell Fot STP -U-371516541--70-52 9EET W. PROJECT W. CHECKED BY, S. SOVERs LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE: 7/25/2012 5144.52 N DRAWN BY: FROM KIRKWOOD AVENUE TO 1 ST AVENUE B.05 CAO FILE. XACmcE\2OO9\09m23\CAO\Pi.n.\091023_WI..At IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS R/W R/W WEST EXISTING 60' RIGHT -OF -MAY IN in _n, 1 30.0' _ NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS 01 REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL Q 6" STANDARD CURB Q KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES (2) JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. WEST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Qj REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' (2) BACKFILL ® 6" STANDARD CURB ® KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES 07 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. 1.0' 4.0' 9.3' 1 4 25.0' 9.3 4.0 1.0' R/W PINE STREET SOUTH LOCATION ROAD IDENTIFICATION I STATION TO STATION EXISTING 60' RIGHT-OF-WAY 1.0' 1 4.0' 9.5' 25.0' 11 1 VARIES R/W SPRUCE STREET SOUTH LOCATION ROAD IDENTIFICATION I STATION TO STATION EAST TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB EAST TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT W. 091023 DESIGNED BY: S. SEVERS IINO DATE 1 BY 1 REVISIOR OEscRrvnON LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516541--70-52 BEET W. PROJECT DATE: CHECKED BY: S. SEVERS cAn DATE: TnsnDlz sn+sz PN DRAWN Br: Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE B.06 CAO FILE: K:\CR\[E\20W\091023\CAOAPMnz\091023-B01.ffit �, IOWAC", IOWA TYPICAL CROSS SECTIONS AND DETAILS NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS QI REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL Q 6" STANDARD CURB Q KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES Q7 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. WEST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' BACKFILL Q 6" STANDARD CURB ® KT -2 OR L-2 JOINT ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'C'. RIGHT-OF-WAY R/W 1.0'I FRIENDLY AVENUE LOCATION ROAD IDENTIFICATION I STATION TO STATION VARIES MIDAMERICAN NORTH LOCATION ROAD IDENTIFICATION I STATION TO STATION IncFes 0911 .I TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB EAST TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 091023 DESIGNED BY: S. SOVERS PRaccT DATE: CHECKED BY: S. sovERs CAD DATE: 7/25/2012 5:4463 PN DRAWN BY: NO I DATE BY REVISION DESCRIPTION - - - , Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(654)-70-52 SHEET WE. 6 Q% CAO FILE. K:\CR\[E\2009\091023\CAO\Plain\091023_BOI.a L - IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS WEST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Qj REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' 03 BACKFILL 4Q 6" STANDARD CURB ® REFER TO STANDARD ROAD PLAN RF -19C. TYPE 12 INSTALLATION AS SHOWN IN TABULATION ® KT -2 OR L-2 JOINT (D JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Qj REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' (3) BACKFILL Q 6" STANDARD CURB Q KT -2 OR L-2 JOINT ® REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES 07 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'C'. R/W R/W EXISTING 66' RIGHT-OF-WAY _ SYCAMORE STREET LOCATION ROAD IDENTIFICATION I STATION TO STATION MIDAMERICAN ENTRANCE LOCATION ROAD IDENTIFICATION I STATION TO STATION EAST TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SOUTH TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT NO: 091023 DESIGNED BY: S. SOVBiS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 7/25/2012 5:44.53 PN DRAWN SY: CAO FILE: X:\CR\IE\2009\091023\CAD\Plena\091023_BOLMt NO DATE BY REVISION DESCRIPTION FROM KIRKWOOD AVENUE TO 1ST AVENUE �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS IOWA Cm, IOWA STP -U-3715(654)-70.52 TYPICAL CROSS SECTIONS AND DETAILS SHEET ND. B.08 WEST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Q EXCAVATE AND BACKFILL 3.0' Q BACKFILL Q 6" STANDARD CURB 04 KT -2 OR L-2 JOINT Q REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS Q EXCAVATE AND BACKFILL 3.0' ® BACKFILL Q 6" STANDARD CURB ® KT -2 OR L-2 JOINT ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'C'. R/W R/W EXISTING 60' RIGHT-OF-WAY HIGHLAND AVENUE LOCATION ROAD IDENTIFICATION I STATION TO STATION MIDAMERICAN - KIRKWOOD DRIVE LOCATION ROAD IDENTIFICATION I STATION TO STATION EAST N G co {n TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SOUTH TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT NO: 091023 DESIGNS BY: S. BOYERS No DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516541--70-52 DNEET NO. BY: S. savERs PROJECT DATE: DRAWN CAD DATE: PM DRAVN BY: 4 FOt h FROM KIRKWOOD AVENUE TO 1ST AVENUE p B�oA7 ,%M\IE12 3\CM\ CAD FILE: %:\CN\IE\2009\091023\CAO\Plane\09102180L�t rowA CITY, iowA TYPICAL CROSS SECTIONS AND DETAILS NORTH NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS SEE SHEET U.03 FOR RETAINING WALL DETAILS Q EXCAVATE AND BACKFILL 3.0' (2) BACKFILL ' Q 6" STANDARD CURB (5) KT -2 OR L-2 JOINT ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'C'. MIDAMERICAN - KIRKWOOD DRIVE LOCATION I U ROAD IDENTIFICATION I STATION TO STATION Incnea R/W R/W NW l d EXISTING 60' RIGHT OF WAY 30.0' _ 1 0 30.0' NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS QI REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION ® EXCAVATE AND BACKFILL 3.0' (2) BACKFILL Q 6" STANDARD CURB Q KT -2 OR L-2 JOINT © REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES (2) JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. 1.0' 1 4.0' 1 9.3' 1 25.0' 10.0' 1 4.0 1.0'I DEFOREST AVENUE LOCATION ROAD IDENTIFICATION I STATION TO STATION O SOUTH CD TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB SE TYPICAL CROSS SECTION TWO LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PR ECT N0: 091023 DESIGNED BY: S. SoaEn CAD ECTGATE: CHECKED BY: 5. SOVER3 CAD DATE: 7/25/2012 5:1454 PM CHEM BY: CAD FILE: XAM\IE\2009\091023\CAD\Plans\09IO2]-BO LSM No DATE BY BEYISION DESLTNPTIDN �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 TYPICAL CROSS SECTIONS AND DETAILS SHEET ND. .4 B. I O WEST NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS © REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL Q 6" STANDARD CURB Q REFER TO STANDARD ROAD PLAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT QQ REFER TO 'L' SHEETS FOR DETAILED INFORMATION ON PROPOSED PAVEMENT ELEVATIONS AND CROSS SLOPES ® JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CD'. NW PROPOSED PROPOSED R/W R/W 4.0' VARIES 12.5' 12.0' 10 16.5' VARIES 1. 1 4.0' +NO SIDEWALK SOUTHWEST OF LOWER MUSCATINE ROAD INTERSECTION NOTES: NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS QI REFER TO 'L' SHEETS FOR DETAILS OF SIDEWALK CONSTRUCTION Q EXCAVATE AND BACKFILL 3.0' Q3 BACKFILL Q 6" STANDARD CURB Q REFER TO STANDARD ROAD PIAN RF -19C, TYPE 12 INSTALLATION AS SHOWN IN TABULATION © KT -2 OR L-2 JOINT Q7 JOINT LAYOUT SHALL BE AS SHOWN IN THE 'L' SHEETS. TRANSVERSE JOINTS WILL BE 'CO'. ROAD IDENTIFICATION MALL DRIVE LOCATION STATION TO STATION R/W R/W I- EXISTING 80' RIGHT OF WAY 1 40.0' _ 40.0' _ I 1.0'_ I 4.0A 6.0' 22.5' 22.5' 6.25' 4.0' 1•o --II 11.5' 11.0' 11.0' EAST FE Ts; TYPICAL CROSS SECTION THREE LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB 1STAVENUE LOCATION ROAD IDENTIFICATION STATION TO STATION SE TYPICAL CROSS SECTION FOUR LANE PC CONCRETE PAVEMENT WITH 6" STANDARD CURB PROJECT N0: 041023 DESIGNED BY: S. SOVER3 IINO 1 DATE BY 1 REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 ENEET 10. GATE: DRAWN B Bx: 5. SOVERB cAo o.ArE: T/zs/zDlz s.++ss PM DRAWN BY: CAD CAO FILE: N:\CR EE\2009\091023\CAD\Plana\091023-BOl.aht �0�� FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS 6.11 j j` GENERAL WATER MAN RELOCATION NOTES: 1 CONTRACTOR SHALL CONTACT THE CITY OF IOWA CITY WATER DEPARTMENT TWO WEEKS PRIOR TO THE RELOCATION OF THE WATER MAN. A 48-HOUR FINAL NOTICE WILL BE REWRED TO FINALIZE COORDINATION ISSUES, RELOCATION OF WATER MAN WILL BE RESTRICTED TO TIMES WHICH MIMMIZE DISRUPTION TO THE DISTRIBUTION SYSTEM AND SURROUNDING WATER SERVICES. CONTRACTOR TO COMPLETE RELOCATION AS SOON AS POSSIBLE AFTER INITIALIZING RELOCATION. 2. CONTRACTOR TO CLEAN ALL DIRT AND DEBRIS OUT ALL FITTINGS AND PIPE PRIOR TO INSTALLATION. THE INTERIOR OF ALL PIPE MID FITTINGS USED SHALL BE SWABBED WITH A I -PERCENT HYPOCHLORITE SOLUTION BEFORE THEY ARE INSTALLED. EVERY EFFORT SHALL BE MADE TO ENSURE THAT ANY OF THE WATER THAT MAY ENTER THE PIPE-JONT SPACES CONTAINS AN AVALARLE-CHLORINE CONCENTRATION OF APPROXIMATELY 25 q/L. THIS MAY BE IPCOMPPE LOREDTBR ADDING GLOWERECALCIIUM AHWETCTRENCIE GRANULES OR TABLETS TO EACH LENGTH OF 3. THE CONTRACTOR WILL NOT BE REWIRED TO PRESSURE CHECK THE RELOCATED MAN. EVERY THEDMAN NA VISUALMINPECTION DWILLL BE MADE WITH WATER MAIN OF THEE IOWA CITY WATERF DEPARTMENT PRIOR TO RECHARGING THE WATER MAN. 4. ALL CONCRETE THRUST BLOCKS SHALL USE M-4 HIGH EARLY STRENGTH CONCRETE MIX. EXISTING V CIA STORM SEWER INTAKE TYPICAL HORIZONTAL WATER MAIN ADJUSTMENT NOT TO SCA - EXISTING WATER MAIN 22.5° DIP MJ BENDS W/ MEG -A -LUGS PROPOSED OR III- EXISTING SEWER EXISTING WATER MAN _ -- 22.5- MJ BENDS (T --LI I- - — 18" MINIMU —I I A FULL LENGTH( - EXISTING PIPE _ - I -1 1 I1 1 - O LESS THAN A FULL LENGTH OF EXISTING PIPE INSTALL A RESTRAINING�PUSH USEDFOR NEW WATER MAIN BELLS (AS MANUFACTURED BY PIPE AND FITTINGS NOT TO SOMEBBA IRON INC.) E NOTE ALL PIPE AND FITTINGS TO BE RESTRAINED USING MEGALUG MECHANICAL JOINT RESTRAINTS TYPICAL VERTICAL WATER MAIN ADJUSTMENT PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATEI CHECKED BY; S. SOVERS CAO DATE: 7/25/2012 5:4455 PH ORAMN BY: CAO FILE: X:\C9\IE\2009\091@3\CAD\Plans\0910M-801.aht 4 Foth L 6 rT3l THRUST BLOCKS ARE REOUIRED AT PIPING DIRECTION CHANGES, AT DEAD ENDS, AND AT FIRE HYDRANTS. THRUST BLOCKS SHALL BE POURED -IN-PLACE CONCRETE 2,000 P.S.I. MINIMUM STRENGTH. A MINIMUM OF 18 INCHES THICK, AND SHALL BE CAST AGAINST A SOLID, UNDISTURBED EDGE OF TRENCH FOR BEARING. NO BOLTS. JOINTS OR DRAIN HOLES SHALL COME INTO CONTACT WITH THE CONCRETE THRUST BLOCK AND THE PIPE SHALL BE WRAPPED WITH A PLASTIC SHEET THRUST BLOCK QUANTITIES (SQUARE FEET) THE ABOVE AREAS ARE BASED UPON A SOIL BEARING CAPACITY OF 2000 PSF OF UNDISTURBED SOIL. IF ACTUAL SOIL BEARING STRENGTH IS LESS THAN 2000 PSF, THE THRUST BEARING AREA SHALL BE INCREASED BASED ON ACTUAL SOIL BEARING STRENGTH. 1 THRUST BLOCK QUANTITIES LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516541--70-52 FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS SHEET NO. B.12 3.0' RADIAL HYDRANT ASSEMBLY NOTE CLEAR S ACE PAY LIMITS BE LOWESTSOZZLES MUST 3 WAY HYDRANT WITH V-6" AND NOT MORE THAN 4 (12" WATERMAIN AND SMALLER) OR V-11" ABOVE FINISH GRADE. 5/A (16" WATERMAIN AND ABOVE) MAIN VALVE OPENING 8: 6" INLET CONNECTION AS PER MANUFACTURERS ®SPECIFICATIONS. WATER MAIN — FINISH GRADE TRENCH WALLS 1'-6" MIN. VALVE BOX SLIP TYPE 1'-11" MAX. W/LID MARKED "WATER" 6" OR LESS TRENCH BACKFILL TRACER WIRE TERMINAL BOX VALVCO 95E 2'2" I.D. 18" MIN. LENGTH, TELESCOPING W/C.I. LOCKABLE LID OR EQUAL. CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED SOIL. DO NOT COVER HYDRANT DRAIN HOLES OR TRACER WIRES. GRAVEL 5'6" MIN. HOLDING SPOOL OR MEGA LUG FINISH GRADE GENERAL WATERMAIN INSTALLATION NOTES ALL FITTINGS AND VALVES SHALL BE DUCTILE IRON WITH MEGA LUG MECHANICAL JOINTS AS SPECIFIED. ALL BURIED DIP PIPING, FITTINGS, VALVES AND HYDRANTS SHALL BE INSTALLED WITH POLYETHYLENE WRAP AS PER SPECIFICATIONS. ALL DISTURBED AREAS SHALL BE GRADED TO MATCH EXISTING GROUND CONTOURS AND COMPACTED TO 957. STANDARD PROCTOR AND MATCH EXISTING ROUGH GRADE. WATER MAIN SHALL HAVE 5'-6" MINIMUM BURY, OR NO DATE BT REVISIW OESCRIPiION Foth OTHERWISE AS NECESSARY TO AVOID FUTURE OR STP -U-3716(664)--70-52 EXISTING UTILITIES AND TO MAKE CONNECTIONS CAD FRE: X.\ HNIE\0009\091023\CAD\PMn.\091023.901.. ht TO EXISTING WATER DISTRIBUTION SYSTEM. IOWA CITY, IOWA DIFFERENT DEPTHS REQUIRED DURING CONSTRUCTION MUST BE APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL INSTALL PIPE AS CLOSE SAS POSSIBLE TO PROPOSED CONNECTIONS TO EXISTI6�G WATER MAINS. �---� THE NEW PIPE SHALL PASS PRESSURE AND BACTERIA • J i TESTING BEFORE CONNECTING TO THE, EXISTING SYSTEM._ THE REMAINDER OF THE PIPE AND FITTINGS�REC"RED TO COMPLETE THE CONNECTIONS SHALL; BE, DISM6ECTED.b -y (tel STOP BOX STOP BOX LID McDONALD •5601-1" OR 5603-2" McDONALD •5601L (reg) OR 5607L (cement) USUALLY LOCATED 1' BEHIND SIDEWALK �CURB BOX McDONALD \5601-(5') OR •5603-(5') OR EQUAL CURB BOX ROD McDONALD \5660 t' CURB STOP Mc DONALD 061000 (comp.) OR 6100 5.5' MINIMUM DEPTH --,MUELLER •8-25209 (comp.) OR H-1502-2 (flr.) OR H-15201 (flr.) ANCHORING TEE OR STANDARD �AS REQUIRED TEE AND 'ROTO RING" — _ — _ _ CORPORATION VALVE (SWIVEL TEE PREFERRED) \ MCDONALDx4701 (fl,.) [fIr OR RB -25 (coop.) NDISTURBED SOIL 6" GATE VALVE PRECAST I MUELLER 77H-15000 (flr.) OR 8-25008 (corp.) 'ILE IRON PIPE CONC. BLOCK NOTES 1. 3 MIL POLYETHYLENE SHEET OVER GRANULAR MATERIAL. 00 NOT ALLOW SHEET UNDER GRANULAR MATERIAL. 2. USE HOLDING SPOOLS OR MEGA LUGS BETWEEN HYDRANTS. SHUTOFF VALVES, AND WATER MAIN, IF DESIRED IN LIEU OF THRUST BLOCK IN BACK OF HYDRANT. 3. MINIMUM OF 1/3 CUBIC YARD CLEAN GRANULAR BEDDING UNDER HYDRANT (MINIMUM OF 1FT ABOVE HYDRANT DRAIN HOLES) 1 FIRE HYDRANT ASSEMBLY DETAIL SERVICE SADDLE IS REQUIRED ON PVC MAIN WATER DISTRIBUTION MAIN AND ALL 1 1/2" 6 2" TAPS McDONALD #3845 AWWA SS STRAP BRASS SADDLE CC SMITH BLAIR x325 WITH NITRILE GASKETS (L.U.S.T. AREAS) 2 TYPICAL WATER SERVICE DETAIL PROJECT N0: 091023 CHECI(E O BY: S. SOVENS PROJECT DATE: CHECKED BY; S. BOVEIK CAO DATE: 7/252mz 5:11:56 PN DRAVN BY, NO DATE BT REVISIW OESCRIPiION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3716(664)--70-52 SHEET N0. B.13 CAD FRE: X.\ HNIE\0009\091023\CAD\PMn.\091023.901.. ht _ _ IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS 2'_ RIPRaP mil 1.0' I 24" RIPRAP 2 ALX - 15 ENGINEERING FABRIC SECTION A -A ENGINEERING TABLE 6 Duan VIES FABRIC 6 RIPRAP a Ra artcrs SECTION B -B DIA. BE t DOW n.l Plea IIN.1 12 a Note: Pfpe sizes larger roan Loose shorn require special design1. .� 1 Requirements for iprop size and thickness and filter blanket L Will be designated in the plans. A— A Q For pipes greater than or equal to 30", use 1.5'. RIPRAP AT OUTLETS xz IB ® All rlprap shall be placed 24" depth. Required Injection Points I 30 2 1 u 2 Not In 1 pavement max 80' 0 3 2 Not In I pavement max BB 120' 43 Not In 2 Not in 1 pavement pavement max 80' max BO' max 80' 120'+ 2" rM L 3.0' Mln. 0 Kill3.0,3.0' MKIMQ us" MIII 2" deep Details of Milling 2" Notes: This section may be appropriately modified In areas specifically designated by the Engineer. Use 'C' joints In the doweled median and match the location of all tranverse and! IongltWlnal joints to the joints in the existing pavement. Place tie bars at 24" C -C longitudinal spacing between joints In exlstIng pavement. Drill N" holes for tie bars and epoxy to new pavement. See Tabulation 112-5 for add[ - Uphill details. Epoxy material shall be as specified In Materials IM491.11, appendix C. FOTH nO01F1EO Details of 6" Median Placement Cr 2O 4" Sloped Curb 6„ O3 Thecontractor has the option to mill 2" across the total rIu1N of TI'. DOWELED MEDIAN Qnsx6"Tie Bars WITH SLOPED CURB 4-0" HIGH CONSTRUCTION Existing R.C.B. Culvert-.. Existing R.C.P. Culvert L F Pavement Width Pavement Width OUTLET SIDE FENCE SUPPORT M/6-0"® sye:r mo. 6.14 Temporary Existing R.C.B. STEEL POST a 6'-0" O.C. 5'-0" or R.C.P.00 1 r— DIAMETER IN INCHES P` Temporary Earth Berm® 2 Height O 0 1 Diameter 1:1 Typ. / I CRITICAL ROOT 2 RAO IUS 3 4'-6" 2 Section along culvert 3 Height 22' D" X 1.5' Section thru culvert 2' 1.5" PER 1' DIA. 4'-0" 4' -0" EXIST. OF TREE TRUCK TREE / ABOVEMEASURED GRADES Jl� i PROTE\�(\ J 4'-0" HIGH FENCE 2'-0" ROOZONE �I� ODT DNE CONSTRUCTION FENCE FOR TREE PROTECTION 2'_ RIPRaP mil 1.0' I 24" RIPRAP 2 ALX - 15 ENGINEERING FABRIC SECTION A -A ENGINEERING TABLE 6 Duan VIES FABRIC 6 RIPRAP a Ra artcrs SECTION B -B DIA. BE t DOW n.l Plea IIN.1 12 a Note: Pfpe sizes larger roan Loose shorn require special design1. .� 1 Requirements for iprop size and thickness and filter blanket L Will be designated in the plans. A— A Q For pipes greater than or equal to 30", use 1.5'. RIPRAP AT OUTLETS xz IB ® All rlprap shall be placed 24" depth. Required Injection Points I 30 2 1 u 2 Not In 1 pavement max 80' 0 3 2 Not In I pavement max BB 120' 43 Not In 2 Not in 1 pavement pavement max 80' max BO' max 80' 120'+ 2" rM L 3.0' Mln. 0 Kill3.0,3.0' MKIMQ us" MIII 2" deep Details of Milling 2" Notes: This section may be appropriately modified In areas specifically designated by the Engineer. Use 'C' joints In the doweled median and match the location of all tranverse and! IongltWlnal joints to the joints in the existing pavement. Place tie bars at 24" C -C longitudinal spacing between joints In exlstIng pavement. Drill N" holes for tie bars and epoxy to new pavement. See Tabulation 112-5 for add[ - Uphill details. Epoxy material shall be as specified In Materials IM491.11, appendix C. FOTH nO01F1EO Details of 6" Median Placement Cr 2O 4" Sloped Curb 6„ O3 Thecontractor has the option to mill 2" across the total rIu1N of TI'. DOWELED MEDIAN Qnsx6"Tie Bars WITH SLOPED CURB Cap subdraln QI Flowable Mortar. Q4" subdraln at flovllne elevation of culvert shall be extended Into the culvert a dlstarxe of 2' Q Removal of headvans may be required. DETAILS OF CULVERT ABANDONMENT WITH FLOWABLE MORTAR plus the height of the culvert. Granular Backfill covers sbdraln and extends an additional 2'. 2Q Grawlar Backf111' © Subdraln and granular backfill are Incidental to fiowable mortar. Outlet shall filled forst. See information. (Rectangular structures less than 8' In either height or width. point detail for additional In(ormatlan. Q4 Ends of culvert shall be plugged smfflclently to retain flowable mortar. Circular structures less than 10' Dia.) Temporary earth berms are Incidental to (lovable mortar. N]: o=;ozs CHEICKED Y: S. SEVERS TS PRadEc: DAfE: CHECKED BY: S. SEVERS PROJECT CAD DATE: 7/2s/m¢ 5,4466 PH DRAWN BY:FROM CAD Fltf: %:\CR\IE\20D9\D91D23\CAD\Plans\D91D23_BDI.eNt i Existing R.C.B. Culvert-.. Existing R.C.P. Culvert L INLET 510E Pavement Width Pavement Width OUTLET SIDE sye:r mo. 6.14 Temporary Existing R.C.B. Earth 4 � or R.C.P.00 1 Berm Temporary Earth Berm® 2 Height O 1 Diameter 1:1 Typ. 1 2 3 3 B„ 2 Section along culvert 3 Height 22' Width Section thru culvert 2' Top of opening Cap subdraln QI Flowable Mortar. Q4" subdraln at flovllne elevation of culvert shall be extended Into the culvert a dlstarxe of 2' Q Removal of headvans may be required. DETAILS OF CULVERT ABANDONMENT WITH FLOWABLE MORTAR plus the height of the culvert. Granular Backfill covers sbdraln and extends an additional 2'. 2Q Grawlar Backf111' © Subdraln and granular backfill are Incidental to fiowable mortar. Outlet shall filled forst. See information. (Rectangular structures less than 8' In either height or width. point detail for additional In(ormatlan. Q4 Ends of culvert shall be plugged smfflclently to retain flowable mortar. Circular structures less than 10' Dia.) Temporary earth berms are Incidental to (lovable mortar. N]: o=;ozs CHEICKED Y: S. SEVERS TS PRadEc: DAfE: CHECKED BY: S. SEVERS PROJECT CAD DATE: 7/2s/m¢ 5,4466 PH DRAWN BY:FROM CAD Fltf: %:\CR\IE\20D9\D91D23\CAD\Plans\D91D23_BDI.eNt No o4re BY REVISIDN DESCRIPTION Nr/ Foth LOWER MUSCATINE ROAD IMPROVEMENTS KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-371516541-70-52 TYPICAL CROSS SECTIONS AND DETAILS sye:r mo. 6.14 Cleanout Threaded PVC NOTE „ bon body l ODo Th bans act. Concrete �" Imin.l pipe; provide Inch dearonce, minimum. QJ 24 Inch diumeler RCP fa edidran 8 thea or 1 heap Ammer. JO inch diameter RCP lar 10 to 12 inch Costing. See Dela20. subdrmn A Manufactured clearest may be used 111 8" (mop.l PVC A ir racero p�� rmape sizer Matin race f size of sdatrdn PRO PRO. used withsmaller Dale. as approved by the TYPE A-1 CLEANOUT TYPE A-2 CLEANOUT 05 INon-trofyc areas only) " Z ]'-W"4R 112 Instalplpe s.Ppvt lar allnew sewers 12 Inches in 6 6^inn. 111 — — — — — — p,J New Newer diameter or It when clearance "ween bottom of new B'-5"111 412"2112 . sewer and top ofe istirN The A 12 inches o lessRCP "6 "J�,8,-R"111 / \ " J 18"3'-5"411 112" l112 Isection par. 2"J�.,8,-W,111 MY-r RCP apron section ]"J 21" t 112 8" 3 412"6JO..s.]„111 "J g ..J412 8" / yg.,10,.0.,III 412 " w P3y8^10'-]„4NJ^JIf18"5412" \ malerbl 00 - Outside pipe domeler -&' ] 411 II"3tlte'-9"J42"]'J"If28" 5 81" II' -r' If2 1 4fl 4f2 �2• •e •:b iT ) ':en e•'•xAin H. •4 Dvs 0IS' ae�.. a .:b 48" Class I Eeddn 9 m sterid 48. w center . •C ps$? Ig.. Wy so T: Wyy riddingC701 UMistvbed Ned H. with Future Nd PCIC i A 2.. Enslbg uti Neve, Farm nterim surface of footings. viler, gas, etc) TYPICAL SECTION Keep the IT' WAY clear zone free of concrete. ELEVATION New sewer REINFORCING BAR LIST J y 00/4 — 11/2" cormpressLle motvid Urstan, u0tiy REVISION REVISION _4.} NEW 10/21/06 NEw 10/21/09 FIGURE 3010.901 — FIGUAE 4030.221 I W 6" SICEI IW 6xfE1 tOF SECTION A -A sEYrtR PTFE APPORT — 9: RON APRo9 MICTION FOOTIY6 OVER EXISTN(, YIILIIx Cleanout Threaded PVC r -a• „ bon body l ODo Th bans act. Concrete �" Imin.l pipe; provide Inch dearonce, minimum. QJ 24 Inch diumeler RCP fa edidran 8 thea or 1 heap Ammer. JO inch diameter RCP lar 10 to 12 inch Costing. See Dela20. subdrmn A Manufactured clearest may be used 111 8" (mop.l PVC 8" PM ir racero p�� rmape sizer Matin race f size of sdatrdn PRO PRO. used withsmaller Dale. as approved by the TYPE A-1 CLEANOUT TYPE A-2 CLEANOUT 05 INon-trofyc areas only) L END O RUN W LINE TYPE A CLEANOUT CONNECTIONS eas dtlyl IQ Heavy duty emitting. Mak Yd with "Storm" or Mvk "Slam C.O." ODo not did* caving to Dear on top of riser D pipe; provide Inch dearonce, minimum. QJ 24 Inch diumeler RCP fa edidran 8 thea or to Ammer. JO inch diameter RCP lar 10 to 12 inch J6 24 subdrmn A Manufactured clearest may be used 111 is lieu of a Type 8 cleamut, if approved by " the Engineer. © Oesi9n is nlvMed for use n conjrrvctian with 111 Binch PVC riser ppm. Olnv sized caps may M "l1T' used withsmaller Dale. as approved by the Engineer. 05 provide Type G costing, as required to fit pipe 919a0RAIN CLEA1�99TS D W Mvk rnclNel la 2 R tM1 Count D W Nark N O to Caml J6 24 111 41 JO " 3 48 J6 111 60 s2 "l1T' 2-4"48" " Z ]'-W"4R 112 " 6 6^inn. 111 �J54" p,J B'-5"111 412"2112 "6 "J�,8,-R"111 " J 18"3'-5"411 112" l112 "6 T43' 2"J�.,8,-W,111 MY-r ]"J 21" 1'-6"4fl 112 8" 3 412"6JO..s.]„111 "J ..J412 8" / yg.,10,.0.,III 412 " ]J66'-ut P3y8^10'-]„4NJ^JIf18"5412" -&' ] 411 II"3tlte'-9"J42"]'J"If28" 5 81" II' -r' If2 1 J.-8" 8 SW -601 CmINg aFnlgS 0 For addhianm conligronam, mortar o mm:nlw of tt inches of cmcnte Delwin rerlkal eddies of ppm openap. Q 12 inch mnimum her height above al ON 9 Dremsl ioD — -- Yannak Dmmele: -- Nim seams aryl , RAN prwml fns« Sections FNnca Ca-necmr Wim T 5ldens steel&nm Caareieenona I2"min recast Bax .Nen Ytevd RSN Section Inver EXISTING SEWER EMi_XG SEWER 12"min. NOX Fle.ibk� class 52 aNlae Iron PipeCw9e[Iun Cost YaXlde Ymimm POO OioLleler rnclNel la 2 R rrenem aeon mien 49 N O 60 J6 24 ]1 41 JO 8{ 48 J6 96 60 s2 In 211W. 1'N0.0 Wins Pn IS1Y C931 pan I &dd'ng waters 6^inn. SMWTAftT SEWER MPNiOLE REPLACEMENT opmngs. CnimneY� )]"tlio. Seal Location 6lolion Steps ItYD. 0iwrcter Qj OioLleler rnclNel la 2 R rrenem aeon mien 49 N O 60 J6 24 ]1 41 JO 8{ 48 J6 96 60 s2 81. PRo.9ECT NO: 09mz3 OfsYFWaEO BY: s. savFJ95 No OWrE BY REvlsfmk OfscRlPnox Ali Fath LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3115(654)-70-52 PROJECT GATE: LHECKEO BY: 5. SOVER6 CAD DATE: vzs/zD1z 5:44 57 PN DRAWN BY, FROM KIRKWOOD AVENUE TO 1ST AVENUE 6.15 CAO FILE: %9\LR\[E\2009\091023\CAO\Plane\091023-BOLilIL I 1 OWACITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS hddnq- TYPE B CLEPNOUT (Nor -traffic ar Back of Cub hen. an Grade min at Lor Pant 'ED' Joint Existing Pavement Joint PLM For jowl details, refer to PV -1. MODIFIED M °' I STANDARD ROAD PIAN SW -541 MODIFIED OPEN -THROAT CMB INTAKE UNDER PAVEMENT 6:.4:: 4''0"nLa B" 5'-0•' 8" 2'-0" min. on Grade 4'-0" min at Low Paint Back of Curb 13" JI_ _II_ =T =a -:� 4" B, joint =ti —,D _ II ,B' Dont _ II II II II _ c � II II II II � II AllJill II IIII II i II II II Jill Jill 0 =F[ NSer( �,. wlrserl l �: Eo' Joint "Ming Pavement Joint FLOW wwwwwwIllw- � Edge to 1/4" rod. 11' 4'(mn.) to 20'-0"(max.) ch existing pavement jowls PLAN For joint detain, refer to PV -I. \ED'Joint MODIFIED "'kil STANDARD ROAD PLAN 5W-541 EIe ing Pavement Joint MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT V 4..0. 8`( TVi SECTION 4--9" Short WON F[-121r 6'-9" Long Wall I \ I \ d L b3 BENT BARS Vo 4-0.. 81-0 Back of Curb 13'• 4" 4" 4" 4" CIL c2 Form Grade Face of 6" 03 I Standard Cur c2 b 6 25'• 1 1• - I T' q_ - 1lie 1A" p^min. JI - 7 a3 1 III 'A, c4 R+rR C= V M b2 CARR OPENING i �8,� OI 39 inches when attaching the SW 542 extension unit. - 2O A.ddilwnmlkeyed construction point when attaching the SW -542 extension unit. TYFl SECTION �Iz l 5-9" Short Wall 6'-9" Long Wall T F4" r\ L a~ BENT BARS Back of Cwb F2 Q3 Modify dimensions as required to accommodate other curb heights when specified. MODIFIED IVIVY:I STANDARD ROAD PLAN SW -541 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT Grade of 6" Q and Curb b3 Q CURB OPEN/4G Q1 39 inches when attaching the SW 542 extension unit. Q Additionalkeyed construction joint when attaching the SW -542 e+teasnn unit. REINFORCING BAR LIST LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA Mak Size Location Shope Length Spacing Spacing at Base 7'-0" 14'• 7'-0" 14" Base 5'-0" 14" Base — 6'-0" Wal — 3'-0" M" 4IT, F WON — Va. 12" b2 4 WaII U Va. 12" W" b3 Tap F' 2'-B" W' Va. 12" Top 5'-0" See Detail 2`B" Top — 5'-0" See Detail 4 Top 5'4•• Sx Detail TYFl SECTION �Iz l 5-9" Short Wall 6'-9" Long Wall T F4" r\ L a~ BENT BARS Back of Cwb F2 Q3 Modify dimensions as required to accommodate other curb heights when specified. MODIFIED IVIVY:I STANDARD ROAD PLAN SW -541 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT Grade of 6" Q and Curb b3 Q CURB OPEN/4G Q1 39 inches when attaching the SW 542 extension unit. Q Additionalkeyed construction joint when attaching the SW -542 e+teasnn unit. QModify dimensions as required to accommodate other curb heights when speCified. MODIFIED "I""' STANDARD ROAD PLAN 5W-541 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT PROJECT N0: 091023 CESIGNEO BY: B. SOVERS PROJECT DATE: CHECKED Br: 5. SOVERS CAD DATE: T7zs7zDlz 5,44:57 PM ORAwN er: CAO FILE: K:\M\IE\2009\O9IO23\CAO\Plane\091023-BOl.wht REINFORCING BAR LIST LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA Mak Size Location Shape Length Spacing at 4 Base 7'-0" 14" o2 4 Base — 6'-0" N" bl 4IT, 3'-0" 14", b2 4 VOr. W" b3 4U Va. 12" c1 4r 2`B" 14" c2 4 6•-0" See Detal C3 5— 6'-0" See Detail c{ 4 $ee Detail QModify dimensions as required to accommodate other curb heights when speCified. MODIFIED "I""' STANDARD ROAD PLAN 5W-541 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT PROJECT N0: 091023 CESIGNEO BY: B. SOVERS PROJECT DATE: CHECKED Br: 5. SOVERS CAD DATE: T7zs7zDlz 5,44:57 PM ORAwN er: CAO FILE: K:\M\IE\2009\O9IO23\CAO\Plane\091023-BOl.wht Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 TYPICAL CROSS SECTIONS AND DETAILS 5ett� na. NO DATE BY REVISION DESCRIPTION TYPE E l.o'pitte IixeU codingSxe NO RATE BY REVISION DESCRIPTION TYPE A Two-pieae fixed cosfxg Foth Fromm, Notes: uA add, of W9a and Dal Noted: TYPE SHEET Na. BA 7 my way. Lo-pka Rural cmfng .i0 EON-dom cover 0 O Q Ceder aennumn of b.0 standard logo Cover Malay on ea and a mmmum of one col¢mkd p¢Allek. Bdl-dOPn Lovn Q2 IIYm L' Cover a0tllcanlam the Iowa Lilo spm ardd, 0 minimal I If Irene is required to m attached 10 0 eded p:dnOk. conceded � elrualuppy, lou xd round h Iwles or We sbla, e9utWY apmed round LOmt. Q1 WMn the antral documents level IM U ©Remove Edla upon camplelim of pavvp. O�. I dere- i� ;ante IO Ee aR.Ovel to IM slruclure. &A - ��Ca lav c"Lnmeter nobs or sola, equally Voted mount hard, STORM SEWER FA O �� '= O V II w0 specilied further Wit do.. baro am cover toed'co x acov hex head a�svmo r'C recmaed ateattilPm cap acrma. Swede cover tay AQF '1p(+KS .ashes, ant rimer 9mYet seals. DEP A SARi'[ARi F QJ Remove bolls mount canna lion .l Im r SEVER 2 0 1. O'""ORKS DEQPO .. Anchor Ron Hob Flange nyp.l - PLAIN Aerthm Bolt Nd. Floge nyp) RIR 1 %x" I Whom-�f we Sg' 1 IRIEt10RYDNAx SW -602 $ 69i"nin. flRIR6710401 f1AY01A7NEnNAY SS%--Mih. v m. t �24.' man. l5 %-• mw.� _ TYPICAL SECTION CAWSIIMGS FOR STORMSEVER M9LE5 - TYPICAL SECTION g: mv" umi m now KVMAS TYPE G Cover Notes: Lo -pore fixed coalig Lover ahoacmld, the b.a City wool bed and a normal of one concealed picMob. OF atiq f~ 44" 411 - �� tt 30" 18" -swalliew_ AG STORM p�SEWER B � W � rfc 4'ORKS DSQ" 1l 411 / I PLAN �31'•ma 216..m 1' . r 4" I Ll 24'. mill wanur INUN ENO. SIYOM7NYINAx 26'nw. 27' On. s x s x Real .e''sp7"a" TYPICAL SECTION w usnws FOR ROOF DRAIN SPLASH STORM SEWER MANMCLES PAD DETAIL PROJECT NO: W1023 RESIGNER Y: s. SOVIETS PROJECT ROTE: CHECKER BY: S. SOVERS CAD DATE, 7/25/2012 5:AY60 PM DRAWN BY: CAD FILE, x:\CR\1E\2DD9\04102a\CAD\PIm.\091o2R-7R1.ahT NO RATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(554)-70.52 TYPICAL CROSS SECTIONS AND DETAILS SHEET Na. BA 7 Type 'E' Terminal Section / (Adjust to fit) N" Dia. x 9'-0" cable with one swagged end (See note 3) Typical Splice Bolt & Hardware (8 Required) Type 'F' Terminal Section - 0 0 See Sheet 2. Typical 2" Lon g.%­ See Note 1 yp g.%"Splice Bolt. Nut & 2 Plate Washers See Sheet 2, Detail B - Y4" Cable Clips (6)' I" Hex Nut & Washer - X6- Bearing plate (See Sheet B.19) 6" x 8" x 5' Steel Tube (See Sheet B.19) 10" Long x Y4" Hex Bolt, & Nut with 2 Washers Each POST A F-6" PLAN Uses %" Hex Bolt, Nut (8 Total) & Washers (16 Total)\ \1 0 0 0 0 1 117 0 < � CT eteSleeve (2" OiBemr, 6" Long) & Washer for %" Bolt 41/1„ (Typ.) See Sheet 2. Detail A Cable Assembly (See Detail) 6'-8,. W next poet V I/4 2" � 0 See Detail A / ___ Steel tube — (See sheet 8.19) Two 8" Long x NA" Hex Bolt. & Nut, with 2 washers each or Welded connection option for soil plate and steel tube connection ELEVATION V4 POST 8 Wood breakaway past (See sheet 2) - Soil plate (See sheet B.19) / N" Diameter Holes \ 16" ' ANCHOR PLATE DETAIL ASSEMBLED VIEW GENERAL NOTES: 1" Hew Nut The details indicated hereon are for a low speed end terminal for beam guardrail. The low speed terminal is used for driveways and entrances. 1. Attach W -beam to steel pipe with 2" long, 518" button head " Plate bolt with no washer. No connection to post is required. 2. Bolts shall conform to the requirements of ASTM A 307 and nuts to the requirements of ASTM A 563, Grade A or better, and be galvanized in accordance with ASTM. A 153. 3. The cable shall conform to the requirements of AASHTO M 30 and shall be 3/4" preformed, 6x19, wire strand core; or independent wire rope core, galvanize, right regular lay, manu- factured of improved plow steel with a minimgm breaking strength of 42,800 pounds.- Diameter Hole ANCHOR PLATE END VIEW 1% 4. All angles, channels, and plates shall conform to -the require- ments of ASTM A 36 and structural tubing to ASTM A 500. All structural steel shall be galvanized in accordance with ASTM A 123. No punching, drilling, cutting, or welding will be permitted after galvanizing. Price bid for "Guardrail, Special Anchor Section each" shall be considered full compensation for furnishing all materials (exclu- sive of beam railing( and work necessary to construct the guard- rail end anchorage as detailed hereon. 6'-6" - I" Dia. Stud, L I L III/; . I" Dia. Stud. threaded entire Maw. threaded entire length Standard Swaged Fitting length and Stud CABLE ASSEMBLY DETAILS & " Radius yd" Radius 355 ANCHOR PLATE FABRICATION DETAILS Highway Division DETAIL SHEET 540-23(1) REVISION: NEW REV1510N N0. REVISION DATE Neu 10-02-01 BEAM GUARDRAIL TERMINAL (LOW SPEED) PROJECT NO, 091023 OESISNED BY: S. SOVERS PROJECT DATE, CHECKED BY: S. SWIMS CAD DATE: 7/25/2012 5,45.00 PN DRAWN BY: CAD FILE, x:\CR\IE\2009\091023\CAO\Plana\091023-801.t NO DATE BY REVISION DESCRIPTION �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA &\\\\\�-llllllllllllllllllll�ll�, SNFFT ND, B.1 8 • O O O 16" ' ANCHOR PLATE DETAIL ASSEMBLED VIEW GENERAL NOTES: 1" Hew Nut The details indicated hereon are for a low speed end terminal for beam guardrail. The low speed terminal is used for driveways and entrances. 1. Attach W -beam to steel pipe with 2" long, 518" button head " Plate bolt with no washer. No connection to post is required. 2. Bolts shall conform to the requirements of ASTM A 307 and nuts to the requirements of ASTM A 563, Grade A or better, and be galvanized in accordance with ASTM. A 153. 3. The cable shall conform to the requirements of AASHTO M 30 and shall be 3/4" preformed, 6x19, wire strand core; or independent wire rope core, galvanize, right regular lay, manu- factured of improved plow steel with a minimgm breaking strength of 42,800 pounds.- Diameter Hole ANCHOR PLATE END VIEW 1% 4. All angles, channels, and plates shall conform to -the require- ments of ASTM A 36 and structural tubing to ASTM A 500. All structural steel shall be galvanized in accordance with ASTM A 123. No punching, drilling, cutting, or welding will be permitted after galvanizing. Price bid for "Guardrail, Special Anchor Section each" shall be considered full compensation for furnishing all materials (exclu- sive of beam railing( and work necessary to construct the guard- rail end anchorage as detailed hereon. 6'-6" - I" Dia. Stud, L I L III/; . I" Dia. Stud. threaded entire Maw. threaded entire length Standard Swaged Fitting length and Stud CABLE ASSEMBLY DETAILS & " Radius yd" Radius 355 ANCHOR PLATE FABRICATION DETAILS Highway Division DETAIL SHEET 540-23(1) REVISION: NEW REV1510N N0. REVISION DATE Neu 10-02-01 BEAM GUARDRAIL TERMINAL (LOW SPEED) PROJECT NO, 091023 OESISNED BY: S. SOVERS PROJECT DATE, CHECKED BY: S. SWIMS CAD DATE: 7/25/2012 5,45.00 PN DRAWN BY: CAD FILE, x:\CR\IE\2009\091023\CAO\Plana\091023-801.t NO DATE BY REVISION DESCRIPTION �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 TYPICAL CROSS SECTIONS AND DETAILS SNFFT ND, B.1 8 11 6" Mama Hole %" Stee Plate Diameter 8" v 6" A V6., Strucw,al Tubi 4" 8" STEEL TUBE Secure bearing plate from rotation With o 10d galvanized nails Tack welded to rift" steel p 8' 3" BEARING PLATE 5'-0" 8" Steel Plate 7" 6" 7" AB" Diameter Holes 2%" Diam, Hole 2X" -+ 3N" -f- WOOD BREAKAWAY POST %" . 4" • 12" Steel plate " Diameter hole --� L DETAIL B .D. Schedule 40 Red steel pipe Y811 Diameter Holes - 3'-6Y2" t/4' Steel Plate SOIL PLATE F-6„ GENERAL NOTES All angles, channels, and plates shall conform to the requirements of ASTM A 36 and structural tubing to ASTM A 500. All structural steel shall be galvanized in accordance with ASTM A123 No punching, drilling, cutting, or welding will be permitted after galvanizing. -r C'J rq y Ti galvanized 9LrUCWraI I tube Steel Tube I" Diameter Nut Tack veld 2y2" -2y2" -V4" Steel plate with 11/16" Dia. hole 1" Ms. r 4" to tubular steel stud threaded full length DETAIL A Highway Division DETAIL SHEET 1540-23(2) REVISION: NEN I REVISION NO. REVISION DAIS BEAM GUARDRAIL TERMINAL (LOW SPEED) PROJECT 40, 091023 DESIGNED BY, S. SOYERS eU uA,t tlT IE'l[Sim BESCIF ', STP -U3715(654)--70-52 SHEET NO. PROJECT DATE, CHECKED BY, S. BOYERS ` LOWER MUSCATINE ROAD IMPROVEMENTS CAD GATE, 7/25/2012 5,45APVI OR I AYe BY. ■` fO`� FROM KIRKWOOD AVENUE TO IST AVENUE 8.19 CAO FILE, %,\CR\fE\2009\091023\CAO\Plae\091023901.Nt V IOWA Cm, IOWA TYPICAL CROSS SECTIONS AND DETAILS Possible Sidewalk Lai Width (varies) 1" E.D. Joint 3/4" Dowel — 4" PCC 6" P 2' 2'-0„ #4 12" - 18" F0 - PA 6-0"max. spacing 2'-10" to PLAN -1 12" 8" min. �— #4 @ 12" C -C SECTION A -A 1'-5" to 1'-7" 4' _4 6" PCC l'* -2- 3/4" -2' 3/4" Dowel 1" E.D. Joint #4 @ 18"C -C 4" PCC /2" max. tf- 1 " Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. OMinimum riser height is 4 inches. Maximum riser height is 7 inches. O2 Minimum tread depth is 11 inches. 0 Match existing sidewalk width. ® Handrail A) 1 I inches in diameter; ensure post diameter matches handrail diameter: 13) Steel: Welded or seamless black steelpipe and posts complying with ASTM A 53, Grade A or . C) Galvanized: when specified inihe contract documents, galvanize handrail and safety rail. 1. Provide zinc coating comply with ASTM A 123. 2. Hot -dip galvanize components after fabrication. 3. For hot -dip galvanized components that will be powder coated, utilize the dry -kettle (pre -Fluxing) process. Air cool galvanized components. Do not quench in water or chromate. CASE 1 PBDJECi ND: 89(023 IIICHECKED BY: B. SBVERS PROJECT 4MDATCHECKED er: S. SOYM CAD DATE: 8/20/2012 4,08:19 P" DBAwN Br:HIE Rise() Tread(2) x Y Z 2 6" 12" 3 5" 15" 4 4" 16" Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. OMinimum riser height is 4 inches. Maximum riser height is 7 inches. O2 Minimum tread depth is 11 inches. 0 Match existing sidewalk width. ® Handrail A) 1 I inches in diameter; ensure post diameter matches handrail diameter: 13) Steel: Welded or seamless black steelpipe and posts complying with ASTM A 53, Grade A or . C) Galvanized: when specified inihe contract documents, galvanize handrail and safety rail. 1. Provide zinc coating comply with ASTM A 123. 2. Hot -dip galvanize components after fabrication. 3. For hot -dip galvanized components that will be powder coated, utilize the dry -kettle (pre -Fluxing) process. Air cool galvanized components. Do not quench in water or chromate. CASE 1 PBDJECi ND: 89(023 IIICHECKED BY: B. SBVERS PROJECT 4MDATCHECKED er: S. SOYM CAD DATE: 8/20/2012 4,08:19 P" DBAwN Br:HIE ND DALE BY REY1310N DEBCRIPTICN Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE STP -U-3715(654)-70-52 SHEET NO. 13.20 CAD FILE: %:\LB\IE\20D9\09IW3\LA0\Plana\WIW3_BOLaM1t IOWA CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS Length — Retaining Wall Possible Posts Sidewalk Handrail In I I III 11 I II nl n I u -'+-rr--I��r- -r>lI- -II Lin--�ItI -nr- I-rr� — ]al ' I u '1 u u'I u II u u Ilu I u ul `ILJ'___ __'L i_ ' __ __'L ___ IL _- __IL I -----+ ----+Width ' L _ - �'_ - - ' I I _ ' L _ _ ' _ _ _ 'L„-,L(varies) I n I n niI n In nin n nil PPPa-_-L,_ _- S #4 Bent Bar #4 @ 18” C -C 2 #4 bars in L #4 @ 12" C -C top of each l side rail 00 PLAN max. spacing SECTION B -B 12" z 1'-5" to Side Rail 1'-7" 41 4" PCC �' (match height2'-10" to and batter of 6" PCC retaining wall) 3-2„ ;; „ F�-2'�I 3/4” Dowel 1 E.D. Joint II II II " 1" E.D. Joint #4 @ 18" C -C 3/4" Dowel u n _ _ Z ► 4 n 4" PCC r6 -PC II' y Varies u n x r% 2 u r, 8„ min. D 2'-0" � /2" max. radiu SECTION A -A Side Rail Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. OMinimum riser height is 4 inches. Maximum riser height Is 7 Inches. 0 Minimum tread depth is 11 inches. O3 Match existing sidewalk width. ® Handrail A) 1 j inches in diameter; ensure dost diameter matches handrail diameter.. ` 13) Steel: Welded or seamless bleak .n steel pippe and posts complying with ASTM A 53, Grade A orb. C) Galvanized: when specified ;in,the contract documents, galvanize handrail and safety rad. 1. Provide zinc coating comply with ASTM A 123. 2. Hotdip galvanize components after fabrication. 3. For hot -dip galvanized components that will be powder coated, utilize the dry -kettle (pre -fluxing) process. Air cool galvanized components. Do not quench in water or chromate. $" BENT BAR PROJECT W. 091023 CHECKED Br, S. mVERs NO DATE BY ra:nslax DEsa+_. \ / �0�� LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3115(654)-70-52 PROJECT DATE, CHECKED Bn 5. SOVERB I �— \�V°'"'/ DAD DATE, 0/2012012 4100,19 P" DRAWN BY: �- I r�— FROM KIRKWOOD AVENUE TO 1ST AVENUE B 21 CAD FILE. N,\CR\IE\2009\0910233\CAD\Plan\091@3-BOLeM1t Iowa CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS Rise 10 Tread(2) X Y Z 2 6" 12" Provide a minimum of 2 inches of cover for all reinforcing. Ensure all risers are an equal height and all treads are an equal depth within a flight of stairs. OMinimum riser height is 4 inches. Maximum riser height Is 7 Inches. 0 Minimum tread depth is 11 inches. O3 Match existing sidewalk width. ® Handrail A) 1 j inches in diameter; ensure dost diameter matches handrail diameter.. ` 13) Steel: Welded or seamless bleak .n steel pippe and posts complying with ASTM A 53, Grade A orb. C) Galvanized: when specified ;in,the contract documents, galvanize handrail and safety rad. 1. Provide zinc coating comply with ASTM A 123. 2. Hotdip galvanize components after fabrication. 3. For hot -dip galvanized components that will be powder coated, utilize the dry -kettle (pre -fluxing) process. Air cool galvanized components. Do not quench in water or chromate. $" BENT BAR PROJECT W. 091023 CHECKED Br, S. mVERs NO DATE BY ra:nslax DEsa+_. \ / �0�� LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3115(654)-70-52 PROJECT DATE, CHECKED Bn 5. SOVERB I �— \�V°'"'/ DAD DATE, 0/2012012 4100,19 P" DRAWN BY: �- I r�— FROM KIRKWOOD AVENUE TO 1ST AVENUE B 21 CAD FILE. N,\CR\IE\2009\0910233\CAD\Plan\091@3-BOLeM1t Iowa CITY, IOWA TYPICAL CROSS SECTIONS AND DETAILS Back of Curb SW -602 Back of �13�� Type G Casting 13" 4" 4" 4"4" Curb 5'-4" For joint details, refer to PV -1. I.B'N c2 <1 Form Grade _ race of 6" (1 1'-0" avrt 8" 4'-0" 8" 2'-0" Omin. at Grade — — e t 'B' Joint 10 —I Standard Curb 4'-0"min of Law Point — — — — t2 t 2 — — — > m \ Back .....-c4 —�c3 of Curb 13" Q 1/4 10" min. Variable 25" I %:a 4'-0" (min.) to O _ _ 16" 8'-0"(mi b =R _I _ _ b2 IIIA,., -- — _ 2D 4" •B'Joint = 4t = — — =-lF— — b3 b3 min. 2D II II II II '8' Joint b2 JHO 14' b3 42 o2 CURB OPE�1<01�1.c-1 8"min. b 1 31",x�Ft7-]A�h { bi�— J t4W �-1 542 Base extension �t. P II II II II �7`4" (1) Add:to al keyed construction AD When it = = TYPICAL SECTION attaching the SW 542 exlensowlunit. ED' Joint Existing Pavement Orin l Back of Curb ED' Joint Existing Pavement Joint FLOW MENNI)NO' '� Edge to /4" rad. 11'-4" (min.) to 20'-0" (mal ch existing pavement joints PLAN 'B' Joint 6'-4" 4..0" min. g.. I 5..0.. b 8.: PROJECT NO: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 7/25/2012 5:4503 PM DRAWN BY: J.EIFFLEII CAD FILE. x:\W\IE\2009\091023\CAO\Plane\091023-00922-024.�t LOU ED' Joint Existing Pavement Joint MODIFIED"' " I STANDARD ROAD PLAN SW- 441 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT For joint details, refer to PV 1, 2'-0"min. on Grade 4--0" nnin at Low Point -'BJoint r ED'Joint MODIFIED MD: STANDARD ROAD PLAN SW -541 Existing Pavement Joint MODIFIED OPEN -THROAT I CURB INTAKE UNDER PAVEMENT L Foth 4'-9" Shari Wall µ12+l 6'-9" Long Wall rl\ \ 20:: D-'4"1-0.. p.3.. es of BENT BARS Back of Curb_f T. - I n.. - V 4'-0' 8'-( TYPICAL SECTION �« 5'-9" Short Wall 12� r�� I r 6'-9" long WaA 2f0"4:: P 0.. , p.3.. i el % ES BENT BARS LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA F�2 Back of Curb (1) Modify dimensions as required o accommodate other curb heights when specified. IFIED MQD, 1J I STANDARD DROAD PLANSW 541 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT Grade of 6" Q3 Tt % T_ — 6„ N f 1'S/4 .. i/x � min. 7 III c3 c4 2" min. 3i/is b3 b2 CURB OPENING —8•� 0 39 inches when attaching the SW 542 extension unit. (2) Addlionalkeyed construction joint when attaching the SW -542 extension unit. REINFORCING BAR LIST Mark Size Location Shape Length Spacing Spacing at Base 7'-0" 14" 7'-0" 14" Base 5'-0" 14" Base 6'-0" Well 3'-0" 14" 4 F Wall Vor. 12" b2 4 Wall u War. 12" 12" b3 Top IF 2'-8" 14" Var. 12" Top 5'-0" See Detail Top IF 2'-8" Top 5'-0" See Detail 4 Top Top 5'-4" See Detail TYPICAL SECTION �« 5'-9" Short Wall 12� r�� I r 6'-9" long WaA 2f0"4:: P 0.. , p.3.. i el % ES BENT BARS LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA F�2 Back of Curb (1) Modify dimensions as required o accommodate other curb heights when specified. IFIED MQD, 1J I STANDARD DROAD PLANSW 541 MODIFIED OPEN -THROAT CURB INTAKE UNDER PAVEMENT Grade of 6" Q3 Tt % T_ — 6„ N f 1'S/4 .. i/x � min. 7 III c3 c4 2" min. 3i/is b3 b2 CURB OPENING —8•� 0 39 inches when attaching the SW 542 extension unit. (2) Addlionalkeyed construction joint when attaching the SW -542 extension unit. Q3 Modify dimensions as required to accommodate other curb heights when specified. IFIED MOD, 2 STANDARDDROAD PLAN SW 541 6'-0" See Detail MODIFIED OPEN -THROAT 5'-4" See Dela% CURB INTAKE UNDER PAVEMENT STP-U-3715(654)-70-52"EET M10 STORM SEWER INTAKE DETAILS B.22 REINFORCING BAR LIST Mark Size Location Shape Length Spacing at 4 Base 7'-0" 14" 02 4 Base 6'-0" 14" b1 4 Wall 3'-0" 14" b2 4 Woll Var. 12" b3 4 Wall U Var. 12" ct 4 Top IF 2'-8" 14" c2 4 Top 6'-0" See Detail C3 5 Top — c4 4 Top — Q3 Modify dimensions as required to accommodate other curb heights when specified. IFIED MOD, 2 STANDARDDROAD PLAN SW 541 6'-0" See Detail MODIFIED OPEN -THROAT 5'-4" See Dela% CURB INTAKE UNDER PAVEMENT STP-U-3715(654)-70-52"EET M10 STORM SEWER INTAKE DETAILS B.22 IB' -6 A 10 9'-3 9'-3 10 4 81-9 91-9 4 IO 5-1021 5'-IO2' � IO 7'x3' PCBC P O O J I i #6 a 6" O.C. SHORT, BOTTOM #5 a 12" O.C. LONG, BOTTOM I #5 a 12" O.C. EACH WAY, TOP 1 1 I 11 I 1 I I iO°m Y1 I � 2q•m 1 FCPI 1 LOCATION STATIONIRCp- 1 1 1 A, j1 (2)#7 S? 1 UPPLEMENTAL BARS EACH I 6, SIDE OF OPENING�TOP & BOTTOM I I I I LOCATION STATION (2)#7 SUPPLEMENTAL 1 1 1 1 BARS EACH SIDE OF 1 1 j0';m H F m OPENING, TOP & BOTTOM I gGPI i 1 I 1 1 I -- -- - -— a p4 #5 EACH FACE, EACH WAY,LLL - P SUPPLEMENTAL BARS EACH q v n , SIDE OF PIPE OPENINGS all0 xI'u - PLAN -MANHOLE 5-95 I�A1/`WLAJAx/' / \ 2'-9 2'-9 NOTE: SEE SHEET M.14 FOR MANHOLE S-95 LOCATION AND RIM,FLOWLINE AND BOTTOM OF WELL ELEVATIONS. PLAN -MANHOLE 5-54 NOTE: SW -602 CASTING SEE SHEET M.07 FOR MANHOLE S-54 LOCATION AND RIM,FLOWLINE AND BOTTOM OF WELL ELEVATIONS. STEPS ON _ SOUTH WALL 30.m 1 - - RCP 1 - - - - - - - -IA- - - - - - - - - - - - - - - - - = - _ _ _ _ = TYPICAL VERTICAL EACH CE,E CH m O w _ - #5 a 6" O.C., INSIDE FACE 10 m III 10 #5 a 12' O.C., OUTSIDE FACE .n -4WAY,Nj'-g 173"x45" (3) #7 (2) #7 #5 a 12" O.C. EACH WAY 51"x31.3' I RCAP SUPPLEMENTAL w 7'x3'PCBC SUPPLEMENTAL HORIZONTAL, PROVIDE 24"x24' RCAP BARS EACH FACE —n'u __ __� III BARS EACH FACE CORNER BARS EACH FACE U#5 L -BAR DOWELS #5 L -BAR DOWELS #5 a 12-Ea STD.#5 HOOK DOWELS 36"x36" a B" O.C. 24"x24'0 12" O.C. TOP & BOTu a 12" O.C., PROJECT #5 a 12* EACH WAY, n a OUTSIDE FACE OUTSIDE FACE 24"INSIDE FACE TOP & BOTTOM u STO.#5 HOOK DOWELS a 12" O.C., PROJECT SECTION A -A 24" INSIDE FACE SECTION B -B PROJECT x0: 091023 DESIGNED BY. S. SL: No DATE BY BEVISION DESDRIPTION STP -U-3715(854)-70.52 7 N0' PROJECT OATS: CHECKED BY: S. SOVERS Fot� LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE. 7/25/2012 5d5A3 PM DRAMN BY: LEIFFLER FROM KIRKWOOD AVENUE TO 1ST AVENUE B.23 CAD FILE: K:\CR\IE\2009\091023\CAO\Plana\091023-00922-82Aaxt IOWA CRY, IOWA STORM SEWER INTAKE DETAILS 4 #5 a 10" O.C. EACH WAY, BOTTOM #5 a 12" O.C. EACH WAY, TOP rU L� F'7 E g #5 L -BAR DOWELS 36"x36" a 8' O.C. I OUTSIDE FACE #5 L -BAR DOWELS �SW-602 CASTING III - 24"x24" a 12' O.C. OUTSIDE FACE ul 1 36"m 124"4 III I RCP i I RCP (2)#7 SUPPLEMENTAL m (2)#5 SUPPLEMENTAL BARS 2" ABOVE RCAP STEPS ON BARS EACH SIDE NORTH WALL OF EACH OPENING m - TYPICAL VERTICAL _ III #5 a 12'O.C., _ - / 101 A FA A WAY II' -9 5 10 2' 2'-9 2'-9 o i ti LOCATION STATION ' N : #5 L -BAR DOWELS 24'x32' 0 12' O.C. OUTSIDE FACE W 5'-10} -L 5'-10} [,7G 7i PLAN -MANHOLE 5-53 i NOTE: SEE SHEET M.07 FOR MANHOLE S-53 LOCATION AND RIM,FLOWLINE AND BOTTOM OF WELL ELEVATIONS. (2)#5 SUPPLEMENTAL BARS,EACH FACE STEPSr TYP.� 10 51.'x31.3' CD #5 0 12" EACH WAY, � I ¢ MTs. TOP & BOTTOM u t' SECTION C -C 4 -(2)#5 SUPPLEMENTAL BARS EACH SIDE OF OPENING, TOP & BOTTOM #5 0 10" O.C. EACH WAY, BOTTOM #5 0 12" O.C. EACH WAY, TOP SW -602 CASTING - TYPICAL VERTICAL #5 0 12. O.C., EACH FACE PROVIDE 24'x24' CORNER BARS 10 1#5 L -BAR DOWELS 24'x32' 0 12' O.C. OUTSIDE FACE STD.#5 HOOK DOWELS 0 12. O.C., PROJECT 24' INSIDE FACE JUNCTION BOX PLAN NOTES GENERAL THESE JUNCTION BOXES ARE TO BE CONSTRUCTED AROUND A COMBINATION Of PIPES IN MULTIPLE CONFIGURATIONS. CONSTRUCTION MATERIAL AND METHODS SHALL ALL CONFORM TO STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SODAS). MATERIALS BEDDING STONE -SUDAS SPECIFICATION 3010 2.02 CLASS I CONCRETE- IDOT CLASS C - MIX C4 - IDOT 2403 COMPLIANT -AIR ENTRAINED REINFORCING STEEL - ASTM A 615, GRADE 60 - IDOT 2404 COMPLIANT PRE -CAST CONCRETE SECTIONS -ASTM C478 CASTING & SEALING HARDWARE, STEPS -SUDAS SPECIFICATION 6010 PART 2 CONSTRUCTION NOTES 1, SUB -BASE A. CAST ALL BASE SLABS ON A SUB -BASE OF BEDDING STONE AS SPECIFIED B. MINIMUM THICKNESS =8" C- MINIMUM HORIZONTAL DIMENSION= BASE SLAB+ 17 EACH WAY 2. BASE SLABS A. TYPICAL THICKNESS= 12" B. TYPICAL REINFORCING = #5 0 17 OC EACH WAY TOP & BOTTOM C. TYPICAL CONCRETE COVER= 2" TOP & SIDES, 3' BOTTOM D. NOTE SPECIAL WALL DOWELS FOR INDIVIDUAL BOX CONDITIONS. 3. JUNCTION BOX WALLS A. TYPICAL THICKNESS =10" B. SPECIAL SUPPLEMENTAL REINFORCING REQUIRED AT OPENINGS & BASE AND TOP OF WALL WHEN NOTED ON PLANS. SUPPLEMENTAL BARS ARE SIZED AT #5 OR #7 AS APPLICABLE FOR INDIVIDUAL CASES. PLACE IMMEDIATELY ADJACENT TO OPENINGS SPACED AT 7 INTERVALS STARTING WITH 2' SIDE COVER. C. TYPICAL WALL REINFORCING = # 5 @ 17 OC EACH WAY EACH FACE D. PROJECT DOWELS FROM BASE OR EMBED DOWELS IN TOP OF WALL 24' MINIMUM IN ALL CASES WITH MINIMUM SPACING OF 17 OC. LARGER BOXES REQUIRE CLOSER DOWEL SPACING. E. CORNER BARS VARY BY CONDITION WITH A MINIMUM CONFIGURATION OF 24'x24' SPACED AT 12' OC 4. TOPSLABS A. TYPICAL THICKNESS=10' S. SPECIAL SUPPLEMENTAL REINFORCING REQUIRED AT OPENINGS & BASE AND TOP OF SLAB WHEN NOTED ON PLANS. SUPPLEMENTAL BARS ARE SIZED AT #5 OR 97 AS APPLICABLE FOR INDIVIDUAL CASES. PUKE IMMEDIATELY ADJACENT TO OPENINGS SPACED AT 7 INTERVALS STARTING WITH 7 EDGE COVER. C. TYPICAL REINFORCING = 45 Q 10' OC BOTTOM OR 12' OC FOR SHORTER SPAN DIRECTIONS WHEN INDICATED. TOP REINFORCING = #5 G 12' OC CENTER EACH WAY D. TYPICAL CONCRETE COVER =TALL DIRECTIONS PROJECT 40, B9m23 BESIGNEB BY: S. BOYERS NO1 DATE HYJ REVISWII DESCRIPTIM LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(354)-70-52 DATE, LHELKEO BY: S. SOVERS DATE: )RS/2012 5:15:03 PN DRAVN Br: J.EIPPLER Fot hLA0 FROM KIRKWOOD AVENUE TO 1ST AVENUE L�ETCADPIROJECT CAO FILE, %:\CR\IE\2009\091023\CAO\Plena\091023-W-B22-B2AaM1t IOWA CITY, IOWA STORM SEWER INTAKE DETAILS PRE—CONSTRUCTION NOTES: THE CONTRACTOR SHALL SUBMIT DETAILS OF THE PROPOSED PRECAST BOX SECTIONS TO THE OFFICE OF BRIDGES & STRUCTURES FOR APPROVAL, THE DETAILS SHALL INCLUDE THE FOLLOWING: A. A SITUATION PLAN DRAWING SHOWING THE BACK TO BACK PARAPET DIMENSION FOR THE LINE OF THE CULVERT SECTIONS. ALSO INCLUDE THE NUMBER OF PRECAST SECTIONS AND SECTION LENGTHS. B. A DETAIL OF THE PRECAST CULVERT BARREL SECTIONS SHOWING A CROSS SECTION VIEW OF THE SECTION,STEEL LOCATIONS, DIMENSIONS,ETC. C. A DETAIL OF THE PRECAST CULVERT END SECTIONS SHOWING A CROSS SECTION VIEW OF THE SECTIONS,STEEL LOCATIONS, DIMENSIONS, ETC., SIMILAR TO THE END SECTION DETAILS SHOWN IN THIS PLAN. EXAMPLE BARREL AND END SECTION SUBMITTAL SHOP DRAWING SHEETS ARE AVAILABLE AT THE IOWA DOT BRIDGE WEB SITE AT http://www.iowadot.gov/bridge/v8precuIstd.htm THE CONTRACTOR SHALL ALLOW THIRTY WORKING DAYS FOR THE ENGINEER'S REVIEW. THE LENGTH IN LINEAR FEET OF PRECAST CONCRETE BOX CULVERT WILL BE BASED ON THE PLAN QUANTITY. FOR THE NUMBER OF LINEAR FEET GIVEN ON THE PLAN,THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. THE PAYMENT SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIAL,LABOR AND EQUIPMENT NECESSSARY TO COMPLETE THE WORK. THE CONTRACTOR SHALL FURNISH AND INSTALL CULVERT TIES FOR ALL JOINTS. THE MAIN SECTION JOINTS WILL HAVE ONE TIE ON EACH SIDE OF THE BARREL AND THE LAST BARREL SECTION WILL BE ATTACHED WITH TWO TIES PER SIDE. CULVERT TIES SHALL BE INCLUDED IN THE COST FOR PRECAST CONCRETE BOX CULVERT. TIE RODS WILL BE I INCH DIAMETER STEEL AND SHALL MEET REQUIREMENTS OF ASTM A709 GRADE 36 OR EQUAL. CULVERT TIE ASSEMBLIES SHALL BE GALVANIZED OR PAINTED ACCORDING TO ARTICLE 2408.02, 0, OF THE STANDARD SPECIFICATIONS. ACRYLIC TOPCOAT NOT REQUIRED. THE LIMITS FOR EXCAVATION FOR THE PRECAST CONCRETE BOX CULVERT SHALL BE AS SHOWN ON THE "GRANULAR BEDDING DETAIL". THE ALIGNMENT AND PROFILE OF THE BOX CULVERT SHALL BE AS DETAILED ON PLAN SHEET M.14. A MINIMUM OF 6 INCHES OF GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF a INCH SHALL BE USED AS BEDDING FOR THE PRECAST BOX CULVERT. THE BEDDING SHALL BE SHAPED TO A FLAT BASE USING A TEMPLATE. THE 6 INCH GRANULAR BEDDING SHALL BE INCLUDED IN THE COST FOR BID ITEM 'PRECAST CONCRETE BOX CULVERT". INSTALLATION NOTES: PRECAST CONCRETE BOX CULVERT SECTIONS SHALL BE LAID WITH THE GROOVE END OF EACH SECTION UP-GRADE,AND THE SECTIONS SHALL BE TIGHTLY JOINED. JOINT OPENINGS BETWEEN SECTIONS SHOULD BE AS TIGHT AS PRACTICABLE AND LIMITED TO A MAXIMUM OF i INCH OPENINGS. THE JOINT ON THE BOTTOM OF THE CULVERT SHALL BE SEALED WITH A FLEXIBLE WATER TIGHT I INCH BUTYL ROPE GASKET AS PER MATERIALS I.M. 491.09. BUTYL ROPE GASKET SHALL BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND SHALL EXTEND VERTICALLY 6 INCHES ABOVE THE BOTTOM FILLET. ALL JOINTS SHALL BE TRIMMED CLEAN ON THE INSIDE AFTER SEALING. THE CONTRACTOR SHALL ALSO PLACE A 2 FOOT WIDE PIECE OF ENGINEERING FABRIC AROUND THE TOP AND SIDES OF EACH PRECAST JOINT. THE FABRIC SHALL BE CENTERED WITH I FOOT ON EACH SIDE OF THE JOINT, THE FABRIC SHALL BE ATTACHED TO THE WALLS AND TOP OF EACH SECTION TO PREVENT THE FABRIC FROM SLIPPING OFF THE JOINT DURING BACKFILLING OPERATIONS. ATTACHMENT METHODS SHALL BE APPROVED BY THE ENGINEER. ALL COSTS INCLUDING MATERIAL AND LABOR ASSOCIATED WITH PROVIDING THE ENGINEERING FABRIC AND INSTALLING IT AS REQUIRED SHALL BE INCLUDED IN THE BID ITEM "PRECAST CONCRETE BOX CULVERT". THE ENGINEERING FABRIC SHALL BE IN ACCORDANCE WITH ARTICLE 4196.01,13,3, OF THE STANDARD SPECIFICATIONS. DURING BACKFILLING THE COMPACTION ADJACENT TO THE BOTTOM CORNER RADII SHALL BE ACCOMPLISHED WITH A MECHANICAL HAND COMPACTOR. THE CONTRACTOR SHALL FURNISH AND INSTALL LIFTING HOLE PLUGS FOR EACH SECTION. LIFTING HOLES SHALL BE PLUGGED WITH A PRECAST CONCRETE PLUG,SEALED AND COVERED WITH MASTIC OR MORTAR. DESIGN REQUIREMENTS: THE PRECAST CULVERT SECTIONS SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM C1433,TABLE I SECTIONS THAT ARE DESIGNED FOR COMBINED EARTH DEAD LOAD AND AASHTO HS -20 LIVE LOAD CONDITIONS. ANY PRECAST BOX CULVERT DESIGNS SUBMITTED,THAT VARY FROM THE ASTM C1433 STANDARD, SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER, CURRENTLY REGISTERED IN THE STATE OF IOWA. BOXCAR SOFTWARE VERSION 2.0 OR LATER CAN BE USED TO DESIGN THE PRECAST BOX CULVERT BARREL SECTIONS, PROVIDING THE ANALYSIS MEETS THE MINIMUM REQUIREMENTS OF ASTM CI433. MINIMUM LENGTH OF PRECAST SECTIONS SHALL BE 4.0 FEET. MINIMUM CULVERT WALL THICKNESS SHALL BE 8 INCHES. REINFORCING CLEAR COVER SHALL BE I INCH MINIMUM AND 12 INCHES MAXIMUM FOR THE BARREL SECTIONS. GRANULAR MATERIAL ( MAX. e" SIZE AGGREGATE) z 0 0 m 2 WELDED EYE OR APPROVED EQUAL I z ±G*2'-8 (ADJ. t' MIN.) Q N E EYE BOLT TIE 414 EXTRA STRONG PIPE 1 32 34 WELD COUPLER TO BOLT TOP VIEW x N � I 2'-8 (ADJ. tIIy" MIN.) a N � �� OPTIONAL CANOPY TIE DETAIL A x THE CONNECTIONS SHALL BE PLACED AT THE DOWNSTREAM END WHEN THE CONNECTIONS ARE PLACED INSIDE OF STRUCTURE. SEE DETAIL A x WELDED PIPE TIE a F ADJUSTABLE TIE 2'-8 AS x REQUIRED TO IR PRO1R)4S.E•\ 17 Lq N g ACCEPTABLE J01' 1 jffb N A - U BOLT TIE,^') -y —I c—, O s C_*7 APPROVED CONCRETE BOX TIES EXCAVATION LIMITS GRANULAR BEDDING DETAIL GRANULAR MATERIAL SHALL TERMINATE 3'-0 SHORT OF THE PRECAST CURTAIN WALL. ( TYP. ) CL HOLE JOINT FL HOLE BOX 1- 1'-4 11-4 CULVERTS ,TONGUE TAPERED HOLES PERMITTED WHEN PRECAST TYPICAL TIE LAYOUT HOLES SHALL BE CAST OR DRILLED 1'-4 FROM CENTERLINE OF JOINTS FOR BOX CULVERTS,AS SHOWN ABOVE, UNLESS FORMS ARE SET UP FOR V-4 SPACING FROM OUTSIDE OF JOINT. PRECAST REINFORCED CONCRETE BOX CULVERT NOTES AND BOX TIE DETAILS PROJECT ND: 091023 DESIGNED BY: S. 30YERS HD DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3115(654)-70-52 s�eeT nO. DATE: B BY: s. savERs BT: I I Foth FROM KIRKWOOD AVENUE TO IST AVENUE I I I C B.ZS DRAWN CAD GATE: 7/25/2012 5:NSA5 PN DRAWN CAD STORM SEWER INTAKE DETAILS CAD FILE: X.\CRME\2009\091023\CAD\ Il .\091023-W-B25.+Nt IOWA CITY, IOWA RCP AND VCP PPE BEDDING 00/2 SW -1 02 RIGID GRAVITY PIPE TRENCH BEDDING SCALE: NONE CLASS P-1 Loose, Suitable Backfill Maleralor Undisturbed MoleriolwiU Bell Shaping BEDDING CLASSES CLASS P-2 ALLOWABLE BURY DEPTH DUCTILE IRON, AWWA C151, CLASS 52 PVC, AWWA C900 6 C905, DR18 RPe Damneder ('Aches) Clpss A Crawler y -- �� Betting NaleriN 1/6 40' 1 ' CLASS R -I CLASS R-2 8 I� 1.25 • OD IOD• 0"r:il.l I� 25 vW I (00 0 mn.� 2 2 �/l � D/4 or 4"min 40' Pan ar Reinforced OD Concrete as Specified OD OOI4 Class A fail 14 Beddrg Material d CLASS R-3 Q CLASS R-4 Concrete Crodle Concrete Arch 00/2 SW -1 02 RIGID GRAVITY PIPE TRENCH BEDDING SCALE: NONE CLASS P-1 Loose, Suitable Backfill Maleralor Undisturbed MoleriolwiU Bell Shaping BEDDING CLASSES CLASS P-2 ALLOWABLE BURY DEPTH DUCTILE IRON, AWWA C151, CLASS 52 PVC, AWWA C900 6 C905, DR18 RPe Damneder ('Aches) Cass P -I Class P-2 Class P3 Bidding Beldng Betting 4 IT 40' 40' 6 ' 40' 40' 8 ' 40' 40' 10 ' 40' 40' 12 ' 40' 40' 14 6' 40' 40' W 3' 37' 40' M' 0 34' 40' 20 ' 32' 4D- 24 ' 29' 38' 24' ' 23' 3P 32' ' 22' 30' 42 ' 21' 29' 48 ' 19' 27' --- ' 19' 1 27" Ron dameler (achasl Class P-1 Cass P-2 Clause P4 Beadrg Bearing Belting 4 IT 2y 40' 6 19' 23' 40' 8 H' 23' 40' 10 19' 23' 40' 12 19' 23' 40' 14 19' 23' 40' W m' 23' AD- W W' 23' 40' 20 19' 23' 40' 24 19' 2Y W REINFORCED CONCRETE ARCH PPE BEDDING 6" OS p CIa49 A 11=1 c &riding Moterid Y: T--" of CLASS R-5 Q Use Bearing Class R-1 or R-2 unless specified otherwise. (2) Race remainder of beading ma backfill materials as specified in the contract documents. © Cass A granular AnAeralshotbe in mcordmce with low OOT standard specifications 4120.04 and 4109 <Gmaotan No. 11). Ku OD Outside diameter of pipe OS Outside span of pipe TW - Trench width at top of pipe: An. - 00- 18 aches Nair.- 1.25.OD•12 iache9 OR 54 aches (whichever :s greater) of - Depth of bedding9 teridbelow Pipe OD/8 or OS/8, OR 4 inches (Whichever is greater) Close A Driblet., Bedding Maler'ml CLASS P-3 QI Place remainder of beUdng and backfill material as speared is the amvact Eocunenls. Q Cass A granular malerlal"Wlhe in occardmce with Iowa DOT standard specilicatres, 4120.04 and MIT (Gratolion No. 10. KU BO Outside dameler of pipe TW Trench width at tap al pipe Mn. - 00.18 inches OR 1.25400.12 inches (whichever is greaten d Depth of heading material below pipe Ifo, - OD/8 OR 4 inches (whichever is greater) SW -104 PRESSURE PIPE TRENCH BEDDING SCALE: NONE 4"mn. i Ie I BEDDING CLASSES `—Gloss A Granular Bedding l iol CLASS F-1 (2 PVC PIP (9edd'u:g Case F-2 or F-3) ass A molar ending Anil., �J CLASS F-2 CLASS F-3 ALLOWABLE BURY DEPTH DUCTILE IRON AWWA C151. CLASS 52 (Bell Close F-I,F-2,or F-30 pipe Cs9dfgl l2 Real ASTM p ION 40' F 679 F 949 F SIII TIA DTIM A2680 Character (inches) SM23. Said that SCR 36 Sqt J5 Said Writ Sdt JS Carru9 E4ter'ror dosed Profile Composle (Truss Trpe) B 30' 28' 24' 37' 24' --- 32' TO 30' 1 20' 1 24 28' N' www 32 12 30' 28' 24' 23' 24' 40' 32' 15 30 28' 24' IS, 24' 31' 32' 18 22 3P 42 24' 24' --. 48 21 - . --- 24' 24' 24' - 24 - 24' 24' 24' 27 24' W.. A- - 30 24' 1 21' 1 21' 33 - - 24' 1 --- ..- -- 36-- - 21' 21' 21' -- 12 ... .-. ... 2f. ... 24� .-. 48 -- IC 24' 54 24' 60 24' Oiar%ter 1'nchesl Cs9dfgl l2 Real 4 40' 40' 40' 6 40' 40' 40' 6 40' 40' 10' q 40' 40' 40' 12 37' 40' 40' H 31' 40' 40' 16 28' 37' AD - a18 18 25' N' 41Y m 23' 32' 40' 24 2m 29' M. JO IS, 23' 31' 36 18' 22 3P 42 17' 21' 29 48 16' 19' 27' 54 16' 19' 27' ALLOWABLE BEDDING CLASSES Poe Metal Stam Sewer Snailary Sewer Bache Iron F4, F-2, F-3 7.1. F-2. F.3 HDPE F-2. F-3 Not allowed PVC F-2, F-3 F-3 Key OD - Outside d'ameder of Poe TW Trench All at top of eye Nn.• 00.18 inches OR 1.25.OD•12 riches (wHchever i4 greater) HOPE PIP Ones r 2 ar F-3) oe AA6RTD rater inches) M 294 sV 12 8' 15 24 9 30 9 . _ j m 42 8' 48 8' ) �` 54 Q1 Race remainder of beads• and )Twill materials as specified in the coMmct documents , :T Q Cass A granular materidshollbe in accordance with Iowa DOT Baca rd specifiCalione 4120.04 art AM (Gradation No. 11). SW -103 FLEXIBLE GRAVITY PIPE TRENCH BEDDING SCILE: NONE PROJECT N0: 091023 DESIGNED BY: S. Witm PROJECT DATE: DECIDED BY: S. SOVERS CAD DATE: 7/zv2012 5:45:06 PM oRAVN Br: CAO FILE: X:\CR\IE\2009\091023\CAO\Plans\091023-BOlmht NO GATE BY REVISIRI DESCRIPTION *, Fath LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 TRENCH BEDDING DETAILS I SREEF ND. 8.26 -- - - T ECT DAT oRiozR °EsmaER BY: S. SOVEns M° oArE BY REVIs. ,. �0�� STP -U-3715(654)--70-52 "0 P ECT BE, CMEExzR BY: S. soyERs _ - LOWER MUSCATINE ROAD IMPROVEMENTS CM GATE: 7/2672012 R:s7ae AM RRAr BY, - FROM KIRKWOOD AVENUE TO IS AVENUE C. LAR FILE: x:�cR�lE�zooa�CsiCza�cAo�RL,n�oslCzs-C°i.ans _ _ - - - IOWA Cm, IOWA ESTIMATED PROJECT QUANTITIES ESTIMATED PROJECT Division 1: Participating QUANTITIES Division 2: Nonparticipating - (MldAmerican North Entrance (Sta. 201+20 to Loop Drive, MldAmerlcan Yard Entrance, and 202+98.45), MldAmerlcan MldAmerlcan Parking lot) 100 -OIC 07-15-97 Item No. Item Code Item Unit Division I Division Quantities Estimated 2 Division 3 Division 4 Division 5 Total Division I Division 2 As Built Division 3 Division 4 Division 5 1 2101-0850001 CLEAR+GRUBB ACRE 1 1 2 2101-0850002 CLEAR-GRUBB WIT 796 796 3 2102-2710070 EXCAVATION, CL 10, RDWY+BORROW CY 8083 1841 9924 4 2102-2710080 EXCAVATION, CL 10. UNSUIT/UNSTABLE MAT'L CY 2000 2000 5 2105-8425005 TOPSOIL, FWN+SPREAD CY 21 21 6 2105-8425015 TOPSOIL, STRIP, SALVAGE+SPREAD CY 3584 3584 7 2115-0100000 MODIFIED SUBBASE CY 6552 534 7086 8 2123-7450020 SHLD FINISH, EARTH STA 136 136 9 2213-6745500 RMVL OF CURB STA 9.96 9.96 10 2213-7100400 RELOCATION OF MAIL BOX EACH 6 6 II 2301-1033060 STD/S-F PCC PAV'T, CL C CL 3. 6" SY 1542 2530 4072 12 2301-1033080 STD/S-F PCC PAV'T, CL C CL 3, 8" SY 4114 1030 5144 13 2301-1033090 STD/S-F PCC PAV'T, CL C CL 3. 9" SY 22760 22760 14 2301-4874006 15 2301-6911722 16 2301-7000110 I7 2303-9093010 18 2304-0100000 19 2312-8260051 20 2315-8275025 21 2316-0000110 22 2401-6750001 23 2415-2100000 24 2416-0102260 25 2430-0000100 26 2435-0130148 27 2435-0140148 MEDIAN, DOWELLED PCC PCC PAV'T SAMPLE PAY ADJ 1/D -PCC PAV'T THICKNESS HMA. DRIVEWAY 1 DETOUR PAV'T GRANULAR SURF ON RD. CL A CR STONE SURF, DRIVEWAY, CL A CR STONE PAY ADJ 1/D -PCC PAV'T SMOOTHNESS REMVL AS PER PLAN PRECAST CONC BOX CULV, 7'X3' APRON, LOW CLEARANCE, EQUIVALENT DIA, 60" MODULAR BLOCK RETAIN WALL MANHOLE, SAN SWR, SW -301. 48" MANHOLE, STORM SIR. SW -401. 48" SY LS EACH SY SY TON TON EACH LS LF EACH SF EACH EACH 14 I 24000 2515 6770 1000 20 15000 I 83 1 1425 5 3 14 _ 1 24000 2515 _ 6770 MOO _ 20 _ 15000 _�- 1 _ 83 I 1425 5 3 _ I'• - ' 28 2435-0140160 MANHOLE, STORM SWI SW -401, 60" EACH 1 1 29 2435-0140172 MANHOLE, STORM SMR. SW -401, 72" EACH 1 3 3 30 2435-0140200 MANHOLE, STORM SIR. SW -402 (72" X 48"1 EACH 2 2 31 2435-0140300 MANHOLE, STORM SWR, SW -403 EACH 3 3 32 2435-0140310 MANHOLE, STORM SWR. SW -403 MOD EACH i I 33 2435-0250500 INTAKE, SW -505 EACH 1 1 34 2435-0250700 INTAKE, SW -507 EACH 7 1 8 35 2435-0250800 INTAKE. SW -508 EACH 4 2 6 36 2435-0250900 INTAKE. SW -509 EACH 7 7 37 2435-0251000 INTAKE, SW -510 EACH 48 1 49 38 2435-0251224 INTAKE, SW -512. 24" EACH 1 1 39 2435-0251230 INTAKE. SW -512, 30" EACH 1 1 40 2435-0254100 INTAKE, SW -541 EACH 1 7 7 41 2435-0254110 INTAKE, SW -541 MOD EACH 9 9 42 2435-0254200 INTAKE EXTENSION UNIT, SW -542 EACH 14 14 43 2435-0400000 DROP CONNECTION, SW -307 EACH 2 2 44 2435-0600010 MANHOLE ADJUSTMENT, MINOR EACH 3 3 45 2502-8212036 SUBORAIN, LONGITUDINAL, (SHLD) 6" LF 9678 9678 46 2502-8220193 SUBORAIN OUTLET, (RF -19C) EACH 94 94 47 2503-0111018 STORM SMR GRAVITY MAIN,TRENCHED,HDPE.18" LF 153 153 48 2503-0114215 STORM SMR G-MAIN,TRENCHEO, RCP 2000D,15" LF 2301 2301 49 2503-0114218 STORM SMR G-MAIN,TRENCHED, RCP 20000,18" LF 945 163 1108 50 2503-0114224 STORM SWR G-MAIN,TRENCHED. RCP 20000.24" LF 1139 1139 51 2503-0114230 STORM SWR G -MA I N, TRENCHED, RCP 2000D.30" LF 949 949 52 2503-0114236 STORM SWR G -MA IN, TRENCHED. RCP 20000.36" LF 356 356 53 2503-0114242 STORM SMP G-MAIN,TRENCHED. RCP 20000.42" LF 212 212 54 2503-0114248 STORM SWR G-MAIN,TRENCHED, ACP 20000,48" LF 883 883 55 2503-0116229 STRM SWR G-M,TRENCHED. RCAP 20000,29X18" LF 8 8 56 2503-0116252 STRM SWR G-M,TRENCHED. RCAP 20000.52X32" LF 312 312 57 2503-0116265 STRM SWR G-M,TRENCHED, RCAP 20000.65X40" LF 123 123 58 2503-0116273 STRM SWR G-M.TRENCHED. RCAP 2000D,73X45" LF 99 99 59 2503-0200036 RMV STORM SWR PIPE LE 36" LF 3721 3721 60 2504-0110012 SAN SWR GRAVITY MAIN. TRENCHED, 12" LF 611 611 61 2504-0200804 SAN SWR SERV STUB/RISER, PVC, 4" LF 50 50 62 2505-4008120 IRMVL OF STEEL BEAM GRAIL LF 273 273 63 2505-4008300 64 2505-4021020 65 2506-4984000 66 2507-6800061 67 2510-6745850 68 2510-6750600 69 2511-6745900 70 2511-7526004 71 2511-7526006 72 2511-7528101 7312512-1725256 STEEL BEAM GRAIL STEEL BEAM GRAIL END ANCHOR, W -BEAM FLOWABLE MORTAR REVETMENT. CLASS E RMVL OF PAV'T RMVL OF INTAKE+UTILITY ACCESS_ RMVL OF SIDEWALK - SIDEWALK, PCC, 4" SIDEWALK, PCC, 6" DETECTABLE WARNING CURB -GUTTER PCC 2.5' LF EACH CY TON SY EACH SY _ SY SY SF 1 LF 107 2 60 118 22197 43 4463 2485 3710 868 1416 83_ 107 2 60 118 _ 22197 43 4463 _ 2568 3710 _ 868 1416 _ T ECT DAT oRiozR °EsmaER BY: S. SOVEns M° oArE BY REVIs. ,. �0�� STP -U-3715(654)--70-52 "0 P ECT BE, CMEExzR BY: S. soyERs _ - LOWER MUSCATINE ROAD IMPROVEMENTS CM GATE: 7/2672012 R:s7ae AM RRAr BY, - FROM KIRKWOOD AVENUE TO IS AVENUE C. LAR FILE: x:�cR�lE�zooa�CsiCza�cAo�RL,n�oslCzs-C°i.ans _ _ - - - IOWA Cm, IOWA ESTIMATED PROJECT QUANTITIES PROJECT NO, 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKEO BY: S. SOVERS CAD BATE: 7/26/2012 9:57:38 AM ORA" BY: CAA FILE, X,\CR\IE\2009\091023\CAO\PIAns\091023-Ml.nt Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 ESTIMATED PROJECT QUANTITIES SHEET W. C.02 ESTIMATED Division 1: PROJECT QUANTITIES Division 2: Participating NonParticlpating - (MldAmerlcan Loop Drive. North Entrance (Sta. 201+20 to 202+98.451, MldAmerlcan MldAmerlcan Yard Entrance, and MldAmerlcan Parking lot) 100-01C 07-15-97 Item No. Item Code Item Unit Division I Estimated Division 2 Division 3 Division 4 Ouantltles Division 5 Total As Built Division I Division 2 Division 3 1 Division 4 DIvIslon 5 74 2515-2475006 DRIVEWAY, PCC, 6" Sy 4065 4065 75 2515-6745600 RMVL OF PAVED DRIVEWAY Sy 10621 10621 76 2518-6910000 SAFETY CLOSURE EACH 15 15 77 2519-1001000 FENCE. CHAIN LINK, VINYL COATED LF 113 113 78 2519-10020% FENCE, CHAIN LINK, 96" HEIGHT LF 366 366 79 2519-3300600 FENCE, SAFETY LF 700 700 80 2519-3329700 FENCE, TEMP LF 420 420 81 2519-4200090 RMVL/REINSTALL FENCE. WOOD BOARD LF 57 57 82 2519-4200120 RMVL OF FENCE. CHAIN LIN( LF 554 551 83 2519-4200190 RMVL OF FENCE, WOOD BOARD LF 75 75 84 2520-3350015 FIELD OFFICE EACH 1 1 85 2523-0000100 LIGHTING POLE EACH 42 42 86 2523-0000200 ELECTRICAL CIRCUIT LF 5557 5557 87 2523-0000310 HANOHOLE+JUNCTION BOX EACH 12 12 88 2523-0000400 CONTROL CABINET EACH 2 2 89 2523-6765009 RMV+REINSTAUI. LIGHT POLE-LUMINAIRE EACH 3 3.u3 90 2525-0000100 TRAFFIC SIGNALIZATION LS 1 1 T• 91 2525-0000120 IRMVL OF TRAFFIC SIGNALIZATION LS I I —i - 92 2526-8285000 ICONSTRUCTION SURVEY LS I I I 93 2527-9263109 PAINTED PAV'T MARK, WATERBORNE/SOLVENT STA 283.3 1 283.3 '- 94 2527-9263117 PAINTED PAV'T MARK, DURABLE STA 176.1 1 176.1 95 2527-9263143 PAINTED SYMBOL+LEGEND, DURABLE EACH 41 41 96 2527-9263180 PAV'T MARK RMVD STA 120.4 120.4 "' "J 97 2528-8400048 TEMP BARRIER RAIL, CONC LF 730 730 - 98 2528-8400256 TEMP TRAFFIC SIGNAL EACH 2 2 99 2528-8445110 TRAFFIC CONTROL LS i I 100 2528-8445113 FLAGGER EACH 20 20 101 2533-4980005 MOBILIZATION LS 1 1 102 2552-0000210 TRENCH FOUNDATION TON 1000 1000 103 2554-0112006 1 WATER MAIN, TRENCHED. DIP, 6" LF 1152 1152 104 2554-0112008 WATER MAIN, TRENCHED, DIP, 8" LF 2074 2074 105 2554-0112012 WATER MAIN, TRENCHED, DIP, 12" LF 1538 1538 106 2554-0112016 WATER MAIN, TRENCHED, DIP, 16" LF 389 389 107 2554-0122008 WATER MAIN, TRENCHLESS. DIP, B" LF 160 160 108 2554-0142008 WATER MAIN/CAS, TRENCHLESS, DIP, 8" LF 54 54 109 2554-0203000 FITTINGS BY WEIGHT, DI LB 6255 6255 110 2554-0204110 WATER SERVICE STUB, COPPER. 1" EACH 51 51 111 2554-0206000 VALVE, BUTTERFLY, DIP, 16" EACH 4 4 112 2554-0207006 VALVE, GATE, DIP, 6" EACH 26 26 113 2554-0207008 VALVE, GATE, DIP, 8" EACH 19 19 114 2554-0207012 1 VALVE, GATE, DIP, 12" EACH 10 10 115 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 EACH 20 20 116 2554-0212030 VALVE BOX REPLACEMENT EACH 11 11 117 2554-0214000 FIRE HYDRANT ADJUSTMENT EACH 1 1 118 2599-9999003 EXCAVATION, CL 10, CONTAMINATED Cy 1000 1000 119 2599-9999003 PCC STEPS CY 3.16 3.16 120 2599-9999005 IT/INTERCONNECT HANOHOLE (30"X 48") EACH 10 10 121 2599-9999005 MANHOLE, STORM SWR. SW-401. 108" EACH I I 122 2599-9999005 MANHOLE. STORM SWR. SW-401. MOO EACH 1 1 123 2599-9999005 PCC ROOF DRAIN SPLASH PAD EACH 2 2 124 2599-9999005 RELOCATE FIRE HYDRANT W-201 EACH 5 5 125 2599-9999005 REMOVAL OF FIRE HYDRANT EACH 9 9 126 2599-9999005 SANITARY SEWER MANHOLE REPAIR EACH 7 7 127 2599-9999005 SANITARY SEWER MANHOLE REPLACEMENT EACH 4 4 128 2599-9999005 SUBDRAIN, CLEANOUTS. 6 IN. PVC. TYPE A-1 EACH 15 15 129 2599-9999005 TREE PROTECTION EACH 41 41 130 2599-9999005 WATER MAIN, ADJUSTMENT (HORIZONTAL) EACH 2 2 131 2599-9999005 WATER MAIN, ADJUSTMENT (VERTICAL) EACH 2 2 132 2599-9999005 WATER SERVICE SADDLE REPLACEMENT EACH 6 6 133 2599-9999009 IT/INTERCONNECT HOPE DUCT, 2" DIA. LF 14030 14030 134 2599-9999009 IT/INTERCONNECT PULL TAPE FOR HOPE DUCT LF 14239 14239 135 2599-9999009 1 IT/INTERCONNECT TRACER WIRE FOR HDPE DUCT IF 2698 2698 136 2599-9999009 REMOVAL OF WATER MAIN LF 4947 4947 137 2599-9999014 MODULAR BLOCK RETAIN WALL (HEAVY) SF 2757 2757 138 2599-9999018 TEMPORARY WALKWAY SURFACE Sy 540 _ 540 139 2601-2634150 MULCH, WOOD CELLULOSE FIBER ACRE 2.64 2.64 140 2601-2636044 SEED+FERTILIZE (URBAN) ACRE 1 2.64 2.64 141 2601-2639010 SOD I SO I 869.5 869.5 142 2601-2642120 STABILIZE CROP - SEED+FERTILIZE (URBAN) ACRE 3.6 3.6 143 2601-2643110 MATER-SOD/SPEC DITCH CNTL/SLOPE PROTECT MGAL 522 522 144 145 116 147 2601-2643300 2602-0002920 2602-2900071 2602-0000101 MOBILIZATION FOR WATERING SILT FENCE RMVL OF SILT FENCE/SILT FENCE-DITCH CHECK MAIN T. OF SILT FENCE/SILT FENCE-DITCH CHECK EACH LF LF LF 12 2807.5 2807.5 2500 _ _ _ 12 2807.5 2807.5 2500 PROJECT NO, 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKEO BY: S. SOVERS CAD BATE: 7/26/2012 9:57:38 AM ORA" BY: CAA FILE, X,\CR\IE\2009\091023\CAO\PIAns\091023-Ml.nt Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 ESTIMATED PROJECT QUANTITIES SHEET W. C.02 ESTIMATE REFERENCE INFORMATION 100-4A ESTIMATE REFERENCE INFORMATION 1004A LIL29-02j L22LO2j Item Item Code Description Item Item Code Oeurlptian 1 2101-0850001 CLEAR+GRUBS 7 2115-0100000 MODIFIED SUBBASE A. REMOVAL OF TREES MUST BE APPROVED BY THE ENGINEER. ALL COSTS ASSOCIATED WITH REPLACEMENT OF A. REFER TO TYPICAL SECTIONS ON SHEETS B.01-B.II FOR LOCATIONS AND DEPTHS. UNAPPROVED REMOVALS WILL BE AT THE CONTRACTOR'S EXPENSE. B. REQUIREMENTS OF MODIFIED SUBBASE TO MEET SECTIONS 2115 AND 4123 OF THE IOWA DOT SPECIFICATIONS. B. INCLUDES REMOVAL FROM PROJECT SITE AND DISPOSAL OF TREES AS IDENTIFIED BY THE ENGINEER OR SHOWN C. INCLUDES 6" SUBGRADE PREPARATION FOR ALL PCC PAVEMENT. ON THE PLANS: GRUB, REMOVE AND DISPOSE OF STUMPS AND ROOTS. D. INCLUDES QUANTITY FOR PLACEMENT ON DRIVEWAYS/PARKING LOTS (4" DEPTH). C. THIS ITEM WILL BE BASED ON PLAN QUANTITY OF CLEARING AND GRUBBING ACRES. E. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. THIS SHALL BE CONSIDERED FULL 0. THIS PROJECT IS LOCATED WITHIN INDIANA BAT HABITAT TERRITORY. ALL TREES SHALL BE REMOVED EITHER COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE INSTALLATION OF BEFORE APRIL 15TH OR AFTER SEPTEMBER 15TH. IF THIS DOES NOT CORRESPOND WITH THE PROPOSED CONSTRUCTION MODIFIED SUBBASE IN ACCORDANCE TO THE CONTRACT DOCUMENTS. SCHEDULE, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HIRE A FISH AND WILDLIFE QUALIFIED INDIVIDUAL TO PERFORM A MIST NET SURVEY, 8 2123-7450020 SHLD FINISH, EARTH E. ITEM HAS BEEN INCLUDED FOR VEGETATION REMOVAL ALONG THE RAILROAD FOR THE INSTALLATION OF THE NORTHERN A. INCLUDED FOR FINISHING BEHIND BACK OF CURB AFTER PAVEMENT PLACEMENT. STORM SEWER OUTFALL (P-53 & P-541. B. THIS ITEM INCLUDES MAINLINE, SIDEROADS AND DRIVEWAYS EACH MEASURED SEPARATELY. o 2 2101-0850002 CLEAR+GRUBS 9 2213-6745500 RMVL OF CURB (Z c') /n =>_L A. REMOVAL OF TREES MUST BE APPROVED BY THE ENGINEER. ALL COSTS ASSOCIATED WITH REPLACEMENT OF A. REFER TO TABULATION ON SHEET C.28. UNAPPROVED REMOVALS WILL BE AT THE CONTRACTOR'S EXPENSE. B. INCLUDES FULL DEPTH SAW CUTTING OF CONCRETE NECESSARY TO CREATE A CLEAN EDGE BETWEEN EX1*5 V10 AND`J =_ B. INCLUDES REMOVAL FROM PROJECT SITE AND DISPOSAL OF TREES AS IDENTIFIED BY THE ENGINEER OR SHOWN AND PROPOSED PAVEMENTS. .) 1 ON THE PLANS: GRUB, REMOVE AND DISPOSE OF STUMPS AND ROOTS. C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER STATION. THIS SHALL BE CONSIDEWQ TML " C. THIS ITEM WILL BE BASED ON PLAN QUANTITY OF CLEARING AND GRUBBING UNITS. COMPENSATION FOR FURNISHING ALL TOOLS. EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE -:;Ty D. THIS PROJECT IS LOCATED WITHIN INDIANA BAT HABITAT TERRITORY. ALL TREES SHALL BE REMOVED EITHER REMOVAL OF CURB AND GUTTER IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. �._ BEFORE APRIL 15TH OR AFTER SEPTEMBER 15TH. IF THIS DOES NOT CORRESPOND WITH THE PROPOSED CONSTRUCTION _ SCHEDULE, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HIRE A FISH AND WILDLIFE QUALIFIED INDIVIDUAL 10 2213-7100400 RELOCATION OF MAIL BOX - TO PERFORM A MIST NET SURVEY. A. REFER TO TABULATION ON SHEET C.29. E. ITEM HAS BEEN INCLUDED FOR MISCELLANEOUS TREE AND SHRUB REMOVALS WITHIN THE PROJECT CORRIDOR. B. THIS BID ITEM INCLUDES TEMPORARY AND FINAL REINSTALLATION OF MAILBOXES AT THE SPECIFIED LOCATIONS. CONTRACTOR SHALL COORDINATE WITH THE USPS ON MAIL DELIVERY AND TEMPORARY MAILBOX LOCATIONS. 3 2102-2710070 EXCAVATION, CL 10, ROWY+BORROW C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION A. REFER TO TABULATION ON SHEET 1.01-T.02 FOR TEMPLATE QUANTITIES. ESTIMATED 30X SHRINK IN VOLUME FOR THE FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS IINCLUDING NEW POSTS) NECESSARY FOR THE B. THIS BID ITEM INCLUDES THE FOLLOWING QUANTITIES: RELOCATION OF MAILBOXES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5,218 CY OF TEMPLATE FILL + SHRINK 11 2301-1033060 STD/S-F PCC PAV'T, CL C CL 3, 6" 9,924 CY OF CUT A. INCLUDED ONLY FOR PCC PARKING LOT PAVEMENTS ON THE KIRKWOOD COMMUNITY COLLEGE (STA. 21+43 TO 23+70). 4,706 CY OF NET EXCESS AND THE MIDAMERICAN ENERGY PROPERTIES (STA. 19+20 TO 20+80). C. REFER TO SHEETS L.18 -L.20 FOR GEOMETRIC STAKING AND JOINTING DETAILS. C. THE ESTIMATED 4,706 CY NET EXCESS SHALL BE DISPOSED OFF OFFSITE BY THE CONTRACTOR. D. CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION FOR PCC PAVING, PER IOWA DOT SPECIFICATIONS 0. THE CONTRACTOR WILL BE REQUIRED TO COMPACT TO AT LEAST 95% OF THE MATERIALS STANDARD PROCTOR DENSITY. E. CONTRACTOR MAY USE THE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVING, PER E. THE TEMPLATE QUANTITIES ARE BASED UPON BOTTOM OF MODIFIED SUBBASE AND DO NOT INCLUDE THE TOPSOIL VOLUME. IOWA DOT STANDARD SPECIFICATIONS. F. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION ON THIS PROJECT. 12 2301-1033080 STD/S-F PCC PAV'T, CL C CL 3, 8" G. THIS ITEM WILL BE PAID BASED UPON PLAN QUANTITY OF CUBIC YARDS OF CLASS 10 ROADWAY EXCAVATION. A. INCLUDED ONLY FOR USE ON THE MIDAMERICAN, MIDAMERICAN/KIRKWOOD, MIDAMERICAN NORTH, MIDAMERICAN LOOP, H. THIS ITEM DOES INCLUDE THE EARTH SHOULDER FILL QUANTITY. MIDAMERICAN YARD AND MIDAMERICAN TOWER ENTRANCES. B. REQUIRES 'CD' TRANSVERSE JOINTS. 4 2102-2710080 EXCAVATION, CL 10, UNSUIT/UNSTABLE MAT'L C. REFER TO TYPICAL SECTIONS ON SHEETS B.07-8.10. A. THIS ITEM HAS BEEN INCLUDED IN THE CASE OF UNSUITABLE OR UNSTABLE MATERIALS ARE ENCOUNTERED DURING D. REFER TO SHEETS L.05 -L.08 AND L.16 -L.19 FOR GEOMETRIC STAKING AND JOINTING DETAILS. CONSTRUCTION OF THE PROJECT. E. CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION FOR PCC PAVING. PER IOWA DOT SPECIFICATIONS B. THIS BID ITEM SHALL ONLY BE USED AS DIRECTED BY THE PROJECT ENGINEER. F. CONTRACTOR MAY USE THE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVING. PER C. INCLUDES EXCAVATION OF UNSUITABLE OR UNSTABLE MATERIAL AND REPLACEMENT OF SUITABLE IMPORTED FILL IOWA DOT STANDARD SPECIFICATIONS. MATERIAL. EXCESS MATERIAL MAY BE UTILIZED IN FILL EMBANKMENTS PER SPECIFICATIONS. D. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. 13 2301-1033090 STO/S-F PCC PAV'T, CL C CL 3. 9" A. REQUIRES 'CO' TRANSVERSE JOINTS. 5 2105-8425005 TOPSOIL, FURN+SPREAD B. REFER TO TYPICAL SECTIONS ON SHEETS B.01 -B.11. A. REFER TO TABULATION ON SHEET T.01 -T.02 FOR PROJECT QUANTITIES. ESTIMATED 50% SHRINK IN VOLUME. C. REFER TO SHEETS L.01 -L.15 FOR GEOMETRIC STAKING AND JOINTING DETAILS. B. BASED ON VOLUME REQUIRED TO HAVE 6 INCHES OF TOPSOIL OVER ALL DISTURBED AREAS. D. IOWA DOT STANDARD SPECIFICATION 2316 PAVEMENT SMOOTHNESS SHALL APPLY. C. TOPSOIL SHALL BE HIGH QUALITY SOIL CONSISTING OF THE TOP 6 INCHES OF FIELD OR PASTURE LOAM E. CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION FOR PCC PAVING, PER IOWA DOT SPECIFICATIONS CONTAINING A GOOD SUPPLY OF HUMUS AND A HIGH DEGREE OF FERTILITY. THE QUALITY OF SOIL SHALL F. CONTRACTOR MAY USE THE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVING, PER BE APPROVED BY THE PROJECT ENGINEER. IOWA DOT STANDARD SPECIFICATIONS. D. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. E. THIS ITEM WILL BE PAID BASED ON PLAN QUANTITY OF CUBIC YARDS OF TOPSOIL FURNISHED AND SPREAD. 14 2301-4874006 MEDIAN, DOWELLED PCC A. REFER TO SHEET L.I8 FOR PLACEMENT LOCATION AND GEOMETRIC STAKING DETAILS. 6 2105-8425015 TOPSOIL. STRIP, SALVAGE+SPREAD B. REFER TO DOWELLED MEDIAN WITH SLOPED CURB DETAIL ON SHEET B.14. A. REFER TO TABULATION ON SHEET T.01 -T.02 FOR TEMPLATE QUANTITIES. ESTIMATED 50% SHRINK IN VOLUME. C. DOWELLED MEDIAN SHALL BE 4" PCC. B. THIS BID ITEM INCLUDES THE FOLLOWING QUANTITIES: 15 2301-6911722 PCC PAV'T SAMPLE 3,584 CY OF STRIPPING A. REFER TO IOWA DOT STANDARD SPECIFICATIONS 2301.04 FOR ADDITIONAL INFORMATION. 3.605 CY OF SPREADING + SHRINK 21 CY OF BORROW (CONTRACTOR FURNISHED 16 2301-7000110 PAY ADJ 1/0 -PCC PAV'T THICKNESS A. REFER TO IOWA DOT STANDARD SPECIFICATIONS 2301.05 FOR ADDITIONAL INFORMATION. C. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. D. THIS ITEM WILL BE PAID BASED ON PLAN QUANTITY OF CUBIC YARDS OF TOPSOIL STRIPPED, SALVAGED AND SPREAD. 17 2303-9093010 HMA, DRIVEWAY A. REFER TO POINT OF ACCESS TABULATION ON SHEET C.25. PMJECT N0, 091023 OESD;N-0 BY: 5. SOYEPS N0 DATE BY REVISIRI M=IPTIdI LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371518541-70-52 SHEET W. R10JECT DATE, CHECKED BY: B. WYEHS CAD DATE, 7/26/2012 9,57.39 AM DRAWN BT, Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE RKWOO C Q'3 �, ESTIMATED CAD FILE: K,\CB\IE\2009\091023\CAD\Plan\091023-LD l.ya IOWA CITY. IOWA PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION I"O-qA - IA ESTIMATE REFERENCE INFORMATION 100 1004A Description 8. REFER TO SHEETS L.01-L.19 FOR GEOMETRIC STAKING DETAILS. Description B. PIPE CONNECTORS SHALL BE INSTALLED ON THE LAST THREE PIPE JOINTS FOR ALL STORM SEWER OUTLETS. )Nom Item Code Item Item Code C. ALL HMA DRIVEWAYS ARE TO BE A DEPTH AS SPECIFIED IN THE POINT OF ACCESS TABULATION. C. REFER TO IOWA DOT STANDARD ROAD PLAN RF-14 FOR DETAILS ON CONNECTED PIPE JOINTS. D. ALL HNA DRIVEWAYS ARE TO BE AN APPROVED 1/2" MIX WITH A PG 64-22 ASPHALT BINDER. 0. REFER TO FIGURE 4030.221 ON SHEET B.15 FOR DETAILS ON CONCRETE APRON FOOTING. E. HMA DRIVEWAY WILL BE MEASURED BASED UPON THE SQUARE YARDS OF HMA PAVEMENT PLACED. E. INCLUDES APRON GUARD. PIPE CONNECTORS AND CONCRETE APRON FOOTING. F. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD OF HMA DRIVEWAY. THIS SHALL F. INCLUDES MISCELLANEOUS CHANNEL GRADING AT INLET/OUTLET OF STORM SEWER. BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL TOOLS. EQUIPMENT, LABOR AND MATERIALS (HMA PAVEMENT, BINDER, TACK COAT) NECESSARY FOR THE INSTALLATION OF HMA DRIVEWAY IN ACCORDANCE 25 2430-0000100 MODULAR BLOCK RETAIN WALL TO THE CONTRACT DOCUMENTS. A. REFER TO SHEET U.01-U.02 AND U.04 FOR RETAINING WALL DETAILS. 8. MODULAR CONCRETE UNITS SHALL BE TAN/TAUPE COLOR AND HAVE A STRAIGHT FACE FINISH. 18 2304-0100000 DETOUR PAV'T C. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY ENGINEER. A. REFER TO DETOUR PAVEMENT TABULATION ON SHEET C.23. D. REFER TO IOWA DOT STANDARD SPECIFICATIONS 2430 FOR MODULAR BLOCK RETAINING WALL. �N B. REFER TO DETOUR PLAN AND PROFILE SHEETS (F.01-F.06) E. INCLUDES RETAINING WALL MATERIALS, EXCAVATION, GRANULAR BACKFILL AND ALL APPURTENANCES C. DETOUR PAVEMENT SHALL BE EITHER 6 IN. HMA (1/2" COMMERCIAL MIX WITH A PG 64-22 ASPHALT BINDER) OR TO CONSTRUCT THE WALL, IN ACCORDANCE TO THE CONTRACT DOCUMENTS. J 6 IN. PCC. IF THE 6 IN. PCC OPTION IS SELECTED, THE CONTRACTOR WILL BE REQUIRED TO COMPLETELY REMOVE THE EXISTING ENTRANCES THAT THE DETOUR PAVEMENT CROSSES PRIOR TO PLACEMENT, A PCC OVERLAY ON 26 2435-0130148 MANHOLE, SAN SMR, SW-301. 48"ON THE EXISTING PAVEMENT WILL NOT BE PROHIBITED. DURING DRIVEWAY REMOVAL AND PCC DETOUR PLACEMENT A. REFER TO SANITARY SEWER TABULATION ON SHEET C.13. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN ACCESS TO BUSINESSES/PROPERTY OWNERS AT ALL TIMES. THIS B. REFER TO SHEETS 0.01-0.02 FOR LOCATIONS. -.. WILL REQUIRE STAGING THE PCC DETOUR PAVEMENT ACROSS THE EXISTING ENTRANCES. ALL TEMPORARY GRANULAR C. MANHOLE LIDS SHALL FEATURE THE CITY OF IOWA CITY LOGO & SANITARY SEVER LABEL AS ILLUSTRATED UN SURFACE REWIRED TO MAINTAIN ACCESS WILL NOT BE PAID FOR SEPERATELY, BUT SHALL BE CONSIDERED THE MODIFIED STANDARD ROAD PLAN SW-601 ON SHEET 6.17. INCIDENTAL TO THIS ITEM. D. FLEXIBLE PIPE CONNECTIONS SHALL BE ALOK (CAST IN WALLS PER ASTM C 923) OR APPROVED EQUAL. D. INCLUDES PLACEMENT, REMOVAL, MAINTENANCE AND REPAIR OF THE DETOUR PAVEMENT. E. THIS BID ITEM SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF MANHOLES �O E. INCLUDES EXCAVATION AND GRADING REQUIRED FOR PLACEMENT OF THE DETOUR PAVEMENT. TO THE LINE AND GRADE AS SPECIFIED ON THE PLANS. ALSO INCLUDES FURNISHING STRUCTURE AND APPURTENANCES, F. ADDITIONAL PAVEMENT THICKNESS AS REQUIRED TO MAINTAIN A MAXIMUM OF 4% CROSS-SLOPE AT THE DRIVEWAY CHIMNEY SEALS. DEWATERING, HANDLING, EXCAVATION, INSTALLATION, BEDDING, BACKFILL, AND OTHER MISCELLANEOUS WORK. LOCATIONS (FOR HMA PAVEMENT OPTION) WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 27 2435-0140148 MANHOLE. STORM SMR, SW-401, 48" G. CURB REMOVAL AS REQUIRED FOR PHASE 2 STAGES 2A AND 38 DETOUR PAVEMENT WEDGE WILL BE PAID FOR 28 2435-0140160 MANHOLE. STORM SMR, SW-401, 60" SEPERATELY. BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 29 2435-0140172 MANHOLE. STORM SWR, SW-401, 72" H. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. THIS SHALL BE CONSIDERED 30 2435-0140200 MANHOLE, STORM SWR, SW-402. 72" X 48" FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE 31 2435-0140300 MANHOLE, STORM SWR, SW-403 CONSTRUCTION, MAINTENANCE AND REPAIR OF THE PAVEMENT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 32 2435-0140310 MANHOLE, STORM SMR, SW-403 MOD A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. 19 2312-8260051 GRANULAR SURF ON RD, CL A OR STONE (TEMPORARY) B. REFER TO IOWA DOT STANDARD ROAD PLANS. A. REFER TO STAGING AND TRAFFIC CONTROL SHEETS (J.01-J.29). C. MANHOLE LIDS SHALL FEATURE THE CITY OF IOWA CITY LOGO & STORM SEWER LABEL AS ILLUSTRATED ON B. THIS BID ITEM HAS BEEN INCLUDED FOR USE IN CONSTRUCTION STAGING WITH APPROVAL FROM PROJECT ENGINEER. THE MODIFIED STANDARD ROAD PLAN SW-602 ON SHEET B.17. C. REQUIREMENTS OF GRANULAR SURFACING TO MEET SECTION 4120.04 (CLASS A) OF THE IOWA DOT SPECIFICATIONS. 0. SW-403 MANHOLES VARY IN SIZE FROM 141"X48" TO 141"X108" (REFER TO STORM SEWER TABULATION). D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER TON. THIS SHALL BE CONSIDERED FULL E. REFER TO SW-403 AND SW-403 MOD (STRUCTURES S-53, S-54 & S-95) CONSTRUCTION DETAILS ON SHEETS 8.23-8.24. COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE INSTALLATION OF F. INCLUDES FURNISHING STRUCTURES AND APPURTENANCES, HANDLING, EXCAVATION, DEWATERING, INSTALLATION, GRANULAR SURFACING IN ACCORDANCE TO THE CONTRACT DOCUMENTS. BEDDING, BACKFILL, CONCRETE COLLARS AND MISCELLANEOUS WORK. 20 2315-8275025 SURF, DRIVEWAY, CL A CR STONE 33 2435-0250500 INTAKE, SW-505 A. REQUIREMENTS OF GRANULAR SURFACING TO MEET SECTION 4120.04 OF THE IOWA DOT SPECIFICATIONS. 34 2435-0250700 INTAKE, SW-507 B. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER TON. THIS SHALL BE CONSIDERED FULL 35 2435-0250800 INTAKE, SW-508 COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, AND MATERIALS NECESSARY FOR THE INSTALLATION OF 36 2435-0250900 INTAKE, SW-509 GRANULAR SURFACING IN ACCORDANCE TO THE CONTRACT DOCUMENTS. 37 2435-0251000 INTAKE. SW-510 38 2435-0251224 INTAKE. SW-512, 24" 21 2316-0000110 PAY AOJ 1/0-PCC PAV'T SMOOTHNESS 39 2435-0251230 INTAKE, SW-512. 30" A. REFER TO IOWA DDT STANDARD SPECIFICATIONS 2316 FOR ADDITIONAL INFORMATION. 40 2435-0254100 INTAKE. SW-541 41 2435-0254110 INTAKE. SW-541 MOD 22 2401-6750001 REMVL AS PER PLAN A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. A. REFER TO TABULATION ON SHEET C.29. B. THE QUANTITY OF 9 FOR ITEM #41 - INTAKE. SW-541 MOD SHOWN IN THE ESTIMATED PROJECT QUANTITIES B. REMOVALS WILL BE MEASURED FOR PAYMENT AS LUMP SUM FOR THE PROJECT. REFERS TO SEVEN (7) SW-401 MOD I AND TWO (2) SW-401 MOD 2. C. THE CONTRACTOR WILL BE PAID THE LUMP SUM CONTRACT PRICE. THIS SHALL BE CONSIDERED FULL C. REFER TO CONSTRUCTION DETAILS ON SHEET 8.16 FOR SW-401 MOD I AND 2. COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR PERFORMANCE OF WORK AND D.. INTAKE LIDS SHALL FEATURE THE IOWA CITY LOGO & STORM SEWER LABEL AS ILLUSTRATED ON PROPER DISPOSAL OF REMOVED MATERIAL. THE MODIFIED STANDARD ROAD PLAN SW-602 ON SHEET B.17 E. INCLUDES FURNISHING STRUCTURES AND APPURTENANCES, HANDLING, EXCAVATION, DEWATERING, INSTALLATION, 23 2415-2100000 PRECAST CONIC BOX CULV. 7'X3' BEDDING, BACKFILL, CONCRETE COLLARS AND MISCELLANEOUS WORK. A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. B. TRENCH BACKFILL SHALL BE CLASS,"A" CRUSHED STONE (MEETING IOWA DOT GRADATION NO. 11) COMPACTE:1 42 2435-0254200 INTAKE EXTENSION UNIT, SW-542 TO 95% STANDARD PROCTOR DENSITY. A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. C. MANUFACTURED PIPE BENDS AS DETAILED ON SHEET M.14 WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE B. REFER TO IOWA DOT STANDARD ROAD PLANS. CONSIDERED INCIDENTAL TO THE PRECAST CONC BOX CULV, 7'X3' ITEM. C. INTAKE LIDS SHALL FEATURE THE IOWA CITY LOGO & STORM SEWER LABEL AS ILLUSTRATED ON D. INCLUDES FURNISHING CULVERT AND APPURTENANCES, HANDLING, EXCAVATION, DEWATERING, INSTALLATION, THE MODIFIED STANDARD ROAD PLAN SW-602 ON SHEET B.17. TRENCH BACKFILL AND ALL OTHER MISCELLANEOUS WORK. 0. INCLUDES FURNISHING STRUCTURES AND APPURTENANCES, HANDLING. EXCAVATION. DEWATERING, INSTALLATION, E. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL BEDDING, BACKFILL. CONCRETE COLLARS AND MISCELLANEOUS WORK. COMPENSATION FOR FURNISHING ALL TOOLS. EQUIPMENT, AND MATERIALS NECESSARY FOR THE INSTALLATION OF THE PRECAST CONC BOX CULV, 7'X3' IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 43 2435-0400000 DROP CONNECTION, SW-307 A. REFER TO SANITARY SEWER TABULATION ON SHEET C.13. 24 2416-0102260 APRON, LOW CLEARANCE, EQUIVALENT DIA. 60" B. REFER TO IOWA DOT STANDARD ROAD PLANS SW-307 FOR DETAILS. A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. C. THIS 810 ITEM SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF DROP CONNECTIONS PROJECT NO: 091023 DESIGNED BY: S. SOVEPS INOI DATE IBYI UVISION DESCRIPTION LOWER INE ROAD IMPROVEMENTS STP-U-371 516541--70-52 SHEET NO. PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE, 7/26/2012 9,57,39 AM oRAVN er, Foth RKWOOMUSCA FROM KIRKWOOD AVENUE TO 1ST AVENUE C 04 CAO PILE, N,\CR\IE\2OD9\091023\CAO\PIws\o910i3_CDIaM �, IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION 100-4A ESTIMATE REFERENCE INFORMATIONLLL o�9�oz ItemItem Code Dettrlptlon Iteem Item Code Descrlptian TO THE LINE ANO GRADE AS SPECIFIED IN THE PLANS. ALSO INCLUDES FURNISHING PIPE, FITTINGS. CONCRETE, OR WITHIN 5 FEET OF SHALL BE CLASS A GRANULAR MATERIAL (SPECIFICATION 4120.04 & 4109 - GRADATION APPURTENANCES, HANDLING. EXCAVATION, DEWATERING, INSTALLATION, BEDDING, BACKFILL, CONNECTION OF EXISTING NO. 11) COMPACTED TO 957. STANDARD PROCTOR DENSITY. THE TOP 12 INCHES DIRECTLY BELOW THE PAVEMENT PIPE OUTLETS AND OTHER MISCELLANEOUS WORK. SUBBASE SHALL BE COMPACTED TO 98X STANDARD PROCTOR DENSITY. F. THE (73"X45") X 15" TEE (STRUCTURE S-56) WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED 44 2435-0600010 MANHOLE ADJUSTMENT, MINOR INCIDENTAL TO THE STEM SMR G-M, TRENCHED, RCAP 2000D, 73X45" ITEM. A. REFER TO ADJUSTMENT OF FIXTURE TABULATION ON SHEET C.28. G. THE METHOD OF MEASUREMENT FOR STORM SEWER SHOWN IN ARTICLE 2503.04 SHALL BE CHANGED TO THE B. INCLUDES ANY ADJUSTMENT RINGS, RISERS, CHIMNEY SEALS, COLLARS OR ADAPTORS NECESSARY TO ADJUST THE FOLLOWING: THE STORM SEWER IS TO BE MEASURED AND PAID FROM INSIDE WALL OF STRUCTURE TO INSIDE EXISTING MANHOLE STRUCTURE. CONTRACTOR TO FIELD VERIFY EXISTING MANHOLE DIMENSIONS AND WALL OF STRUCTURE. CONSIDER NECESSARY ELEVATION ADJUSTMENTS. H. INCLUDES FURNISHING PIPE AND APPURTENANCES, HANDLING. EXCAVATION, DEWATERING, INSTALLATION. C. THIS BID ITEM SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY FOR ADJUSTMENT OF THE EXISTING GRANULAR BEDDING, TRENCH BACKFILL, CONCRETE COLLARS AND OTHER MISCELLANEOUS WORK. MANHOLE STRUCTURE AND THE REPLACEMENT OF LID (IOWA CITY LOGO & SANITARY/STORM SEWER LABEL ON LID). N 59 2503-0200036 RMV STORM SWR PIPE LE 36" 45 2502-8212036 SUBDRAIN, LONGITUDINAL, (SHL0) 6" A. REFER TO REMOVAL PLANS (SHEETS 1.01-1.10). — ti A. REFER TO LONGITUDINAL SUBDRAIN TABULATION (104-9) ON SHEET C.14-C.15. B. REFER TO TABULATION ON SHEET CAD FOR STORM SEWER REMOVALS. B. REFER TO TYPICAL SECTION ON SHEETS B.01-B.I1. C. REFER TO M-SHEETS FOR SUBDRAIN LOCATIONS. C. THE LENGTH OF REMOVAL WILL BE MEASURED IN THE FIELD BY THE ENGINEER.,; --- D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. THIS SHALL BE CON_$ @}�tED 0. INCLUDES POROUS BACKFILL, TEES, PLUGS AND ALL OTHER REQUIRED FITTINGS; INCIDENTAL TO THIS ITEM, FULL COMPENSATION FOR FURNISHING ALL MATERIAL, TOOLS, EQUIPMENT AND LABOR FOR THE REMOVING':' BACMLLING — E. REFER TO IOWA DOT STANDARD ROAD PLAN RF-19C FOR CONSTRUCTION DETAILS. AND DISPOSING OF PIPE. —" 46 2502-8220193 SUBDRAIN OUTLET IRF-19C1 60 2504-0110012 SAN SMA GRAVITY MAIN, TRENCHED, 12" - ---� A. REFER TO LONGITUDINAL SUBDRAIN TABULATION (104-9) ON SHEET C.14-C.15. _ A. REFER TO SANITARY SEWER TABULATION ON SHEET C.13. B. REFER TO M SHEETS FOR OUTLET LOCATIONS. B. REFER TO IOWA DOT STANDARD ROAD PLANS SW-101 AND THE MODIFIED SW-103 ON SHEET B.26 FOR FLEXIBLE -` C. REFER TO IOWA DOT STANDARD ROAD PLAN RF-19C FOR INSTALLATION DETAILS. GRAVITY PIPE TRENCH BEDDING DETAILS. 0. SUBDRAIN OUTLETS SHALL BE CMP. C. TRENCH BEDDING AND BACKFILL FOR SANITARY SEWERS SHALL BE CLASS A GRANULAR MATERIAL (SPECIFICATION' E. INCLUDES RODENT GUARDS AS DETAILED ON IOWA DOT STANDARD ROAD PLAN RF-19E. 4120.04 & 4109 - GRADATION NO. III COMPACTED TO 95% STANDARD PROCTOR DENSITY. THE TOP 12 INCHES DIRECTLY BELOW THE PAVEMENT SUBBASE SHALL BE COMPACTED TO 98% STANDARD PROCTOR DENSITY. 47 2503-0111018 STORM SWR GRAVITY MAIN TRENCHED, HDPE, 18" D. DURING THE INSTALLATION OF THE PROPOSED SANITARY SEWER MAIN (MH-1. MH-5 AND THE REMAINING PORTIONS OF A. REFER TO STORM SEWER TABULATION ON SHEET C.II-C.12. SN-2 AND SN-5) AS SHOWN IN PHASE 2 STAGE 3A, THE CONTRACTOR WILL BE REQUIRED TO BYPASS PUMP (INCIDENTAL B. REFER TO J SHEETS FOR LOCATIONS. TO THIS ITEM). THE EXISTING SANITARY SEWER FLOWS WITHIN THIS MAIN IS APPROXIMATELY 150,000 GAL/DAY. C. TEMPORARY STORM SEWER TO MAINTAIN DRAINAGE DURING CONSTRUCTION. DUE TO THE CONFIGURATION OF THE EXISTING SANITARY SEWER MAINS WITHIN THE CORRIDOR, THIS FLOW MAY BE BYPASSED PUMPED AT A COUPLE LOCATIONS (COORDINATE LOCATIONS WITH THE PROJECT ENGINEER). 48 2503-0114215 STORM SWR G-MAIN,TRENCHED, RCP 2000D,15" E. THIS BID ITEM SHALL INCLUDE ALL MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF SANITARY SEWER 49 2503-0114218 STORM SWR G-MAIN,TRENCHED, RCP 2000D,18" TO THE LINE AND GRADE, AS SPECIFIED ON THE PLANS. ALSO INCLUDES FURNISHING PIPE AND APPURTENANCES, 50 2503-0114224 STORM SMR G-MAIN,TRENCHED, RCP 20000,24" HANDLING, EXCAVATION, DEWATERING, INSTALLATION, GRANULAR BEDDING, TRENCH BACKFILL, CONCRETE COLLARS 51 2503-0114230 STORM SWR G-MAIN,TRENCHED. RCP 20000,30" BYPASS PUMPING, TESTING AND ALL OTHER MISCELLANEOUS WORK. 52 2503-0114236 STORM SWR G-MA IN, TRENCHED, RCP 2000D.36" 53 2503-0114242 STORM SWR G-MAIN.TRENCHED, RCP 20000,42" 61 2504-0200804 SAN SWR SERV STUB/RISER, PVC, 4" 54 2503-0114246 STORM SWR G-MAIN,TRENCHED, RCP 2000D.48" A. REFER TO SHEETS 0.01-0.02 FOR APPROXIMATE LOCATIONS. A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. B. REFER TO IOWA DOT STANDARD ROAD PLAN SW-201 FOR SANITARY SEWER SERVICE STUB CONSTRUCTION DETAILS. B. REFER TO IOWA DOT STANDARD ROAD PLANS SW-101 AND THE MODIFIED SW-102 ON SHEET B.26 FOR RIGID C. THIS BID ITEM INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF SEWER SERVICES GRAVITY PIPE TRENCH BEDDING DETAILS. AS SHOWN ON THE PLANS. INCLUDES FURNISHING PIPE, WYE OR TEE, FITTINGS, RISER PIPE IF NECESSARY, HANDLING, C. TRENCH BEDDING FOR STORM SEWERS IN UNPAVED AREAS (ROADWAY SHOULDERS AND SIDEWALKS) SHALL BE EXCAVATION, DEWATERING, INSTALLATION, CLASS 1 GRANULAR BEDDING, CLASS "A" CRUSHED STONE (MEETING IOWA DOT CLASS R-2 WITH SUITABLE TRENCH BACKFILL COMPACTED TO 90X STANDARD PROCTOR DENSITY. GRADATION NO. Il) TRENCH BACKFILL. TESTING AND ALL OTHER MISCELLANEOUS WORK. D. TRENCH BEDDING AND BACKFILL FOR STORM SEWERS IN PAVED AREAS (MAINLINE, SIDE ROADS AND DRIVEWAYS) OR WITHIN 5 FEET OF SHALL BE CLASS A GRANULAR MATERIAL (SPECIFICATION 4120.04 & 4109 - GRADATION 62 2505-4008120 RMVL OF STEEL BEAM GRAIL NO. 11 COMPACTED TO 95% STANDARD PROCTOR DENSITY. THE TOP 12 INCHES DIRECTLY BELOW THE PAVEMENT A. REFER TO REMOVAL PLANS (SHEETS 1.01-1.10). SUBBASE SHALL BE COMPACTED TO 98X STANDARD PROCTOR DENSITY. B. ITEM INCLUDES REMOVAL AND PROPER DISPOSAL OF STEEL BEAM GUARDRAIL. HARDWARE, SLOCKOUTS AND POSTS. E. PROPOSED STORM SEWER PLACED 12" OR LESS OVER AN EXISTING UTILITY WILL REQUIRE THE INSTALLATION OF A PIPE SUPPORT AS ILLUSTRATED WITHIN FIGURE 3010.901 ON SHEET B.15. PIPE SUPPORTS WILL NOT BE PAID FOF 63 2505-4008300 STEEL BEAM GRAIL SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL THESE ITEMS. 64 2505-4021020 STEEL BEAM GRAIL END ANCHOR, W-BEAM F. ALL STORM SEWER SHALL HAVE BELL AND SPIGOT JOINTS WITH O-RING GASKET JOINT PER ASTM C443. A. REFER TO STEEL BEAM GUARDRAIL AT SIDE OBSTACLE TABULATION ON SHEET C.26. G. THE METHOD OF MEASUREMENT FOR STORM SEWER SHOWN IN ARTICLE 2503.04 SHALL BE CHANGED TO THE B. REFER TO IOWA DOT STANDARD ROAD PLANS BA-200 AND BA-203 FOR INSTALLATION DETAILS. FOLLOWING: THE STORM SEWER IS TO BE MEASURED AND PAID FROM INSIDE WALL OF STRUCTURE TO INSIDE C. INCLUDES 6"XI2" BLOCKOUTS. 6"X8" POSTS AND POST BOLTS. WALL OF STRUCTURE. H. INCLUDES FURNISHING PIPE AND APPURTENANCES. HANDLING, EXCAVATION, DEWATERING. INSTALLATION, 65 2506-4984000 FLOWABLE MORTAR GRANULAR BEDDING, TRENCH BACKFILL, CONCRETE COLLARS AND ALL OTHER MISCELLANEOUS WORK. A. REFER TO TYPICAL DETAIL 4315 ON SHEET B.14. B. REFER TO WATER MAIN AND CULVERT ABANDONMENT TABULATIONS ON SHEET C.28. 55 2503-0116229 STRM SWR G-M,TRENCHED, RCAP 2000D,29X18" 56 2503-0116252 STEM SWR G-M,TRENCHED, RCAP 2000D,52X32" 66 2507-6800061 REVETMENT, CLASS E 57 2503-0116265 STEM SWR G-M,TRENCHED. RCAP 2000D,65X40" A. REFER TO INSTALLATION DETAIL ON SHEET 8.14. 58 2503-0116273 STEIN SMR G-M,TRENCHED. RCAP 2000D,73X45" B. REFER TO STORM SEWER TABULATION ON SHEETS C.11-C.12. A. REFER TO STORM SEWER TABULATION ON SHEET C.11-C.12. C. THIS ITEM SHALL BE USED AT CULVERT OUTLETS (REFER TO M SHEETS). AS SPECIFIED. B. REFER TO IOWA DOT STANDARD ROAD PLANS SW-101 AND THE MODIFIED SW-102 ON SHEET 8.26 FOR RIGID D. INCLUDES ENGINEERING FABRIC INCIDENTAL TO THIS BID ITEM. GRAVITY PIPE TRENCH BEDDING DETAILS. C. ALL JOINTS ARE TO BE SEALED WITH AN APPROVED MASTIC MATERIAL AND WRAPPED WITH 24 INCHES 67 2510-6745850 RMVL OF PAV'T (MINIMUM) APPROVED FILTER FABRIC. A. REFER TO PAVEMENT REMOVAL TABULATION ON SHEET C.29. D. TRENCH BEDDING FOR STORM SEWERS IN UNPAVED AREAS (ROADWAY SHOULDERS AND SIDEWALKS) SHALL BE B. REFER TO GENERAL NOTES 213-1 AND 213-7 ON SHEET C.10. CLASS R-5 WITH SUITABLE TRENCH BACKFILL COMPACTED TO 90X STANDARD PROCTOR DENSITY. C. THIS ITEM INCLUDES REMOVAL AND DISPOSAL OF ALL PCC, ACC OF VARIOUS THICKNESSES. E. TRENCH BEDDING AND BACKFILL FOR STORM SEWERS IN PAVED AREAS (MAINLINE SIDE ROADS AND DRIVEWAYS ) D. INCLUDES FULL DEPTH SAW CUTTING NECESSARY To CREATE A CLEAN EDGE BETWEEN EXISTING AND PROPOSED PAVEMENTS. PROJECT NO: 091023 DESIGNED BY; S. SOVERS IINOIDATE BY 1 REVISION DESCRIPTION STP-U-3715(654)--70-52 SHEET NO. PROJECT DATE, CHECKED BY, S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, 7/26/2012 937,40 AN DRAWN BY, Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE C.05 CAD PILE. N:\CR\[E\20D9\091023\CADVI.\a IU3-CDI./t �, IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION I00-4A ESTIMATE REFERENCE INFORMATION 00-4A 10-29-02 10-29-02 INeom Item Code Description -Nom Item Code Descrtptlon E. INCLUDES SAW CUTTING NECESSARY FOR STAGED CONSTRUCTION. F. SECURITY GATE AND CARD READER SHALL BE SUPPLIED AND INSTALLED BY MIDAMERICAN ENERGY. CONTRACTOR SHALL F. REFER TO TRAFFIC CONTROL AND STAGING SHEETS J.01-J.29 FOR CONSTRUCTION SEQUENCE. COORDINATE PERMANENT FENCING INSTALLATION WITH THE PROPERTY OWNER. G. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL 68 2510-6750600 RMVL OF INTAKE+UTILITY ACCESS COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF PERMANENT CHAIN A. REFER TO REMOVAL OF INTAKES AND UTILITY ACCESSES TABULATION ON SHEET C.30. LINK FENCING. 96" HEIGHT. B. DISPOSAL SHALL BE IN ACCORDANCE WITH GENERAL NOTES 213-1 AND 213-7 ON SHEET C.10. C. THE CONTRACTOR WILL BE PAID THE CONTRACT PRICE PER EACH INTAKE/UTILITY ACCESS REMOVED. THIS SHALL BE 79 2519-3300600 FENCE. SAFETY CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIAL. EQUIPMENT AND LABOR FOR THE REMOVAL AND PROPER A. REFER TO STAGING AND TRAFFIC CONTROL SHEET J.09 FOR INSTALLATION LOCATION. DISPOSAL OF EXISTING INTAKES/UTILITY ACCESSES AS IDENTIFIED IN THE CONTRACT DOCUMENTS. B. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT, THIS SHALL BE CONSIDERED FUL_ COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION AND REMOVAL 69 2511-6745900 RMVL OF SIDEWALK FOLLOWING CONSTRUCTION ACTIVITIES. A. REFER TO SIDEWALK REMOVAL TABULATION ON SHEET C.29, r•� B. REFER TO GENERAL NOTES 213-1 AND 213-7 ON SHEET C.10. 80 2519-3300700 FENCE. TEMP C. REMOVAL OF SIDEWALK ACROSS EXISTING DRIVEWAYS IS INCLUDED IN THIS ITEM. A. REFER TO FENCE TABULATION ON SHEET C.23. r' D. INCLUDES FULL DEPTH SAW CUTTING NECESSARY TO CREATE A CLEAN EDGE BETWEEN EXISTING AND PROPOSED SIDEWALK. B. REFER TO I SHEETS FOR PLACEMENT LOCATIONS. C. REFER TO IOWA DOT STANDARD ROAD PLAN MI-102 FOR CHAIN LINK FENCE DETAILS. 70 2511-7526004 SIDEWALK, PCC• 4" 0. ITEM INCLUDES CONCRETE. POSTS, FENCE FABRIC, WIRE, FASTENERS, ACCESSORIES, ATTACHMENTS AND a,NS;FALLA.LDN. - 71 2511-7526006 SIDEWALK, PCC• 6" E. DOUBLE TEMPORARY GATE. DRILLING OF EXISTING CONCRETE FOR POST INSTALLATION AND GROUTING OF NL 1-> 72 2511-7528101 DETECTABLE WARNING - CURB RAMP A.—v (UPON FENCE REMOVAL) AS REQUIRED FOR THE MIDAMERICAN TEMPORARY FENCING WILL NOT BE PAID FORRATELY, A. REFER TO SIDEWALK TABULATION ON SHEET C.24. .'/` BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. - 'I.; - B. REFER TO PEDESTRIAN CURB RAW TABULATION ON SHEET C.26-C.27. F. CONTRACTOR SHALL COORDINATE TEMPORARY FENCE INSTALLATION/REMOVAL WITH PROPERTY OWNER. - - C. SIDEWALKS THAT ARE 5 FT AND NARROWER SHALL BE 4 IN.. VARIABLE WIDTH AND 8 FT SIDEWALKS SHALL BE 6 IN. G. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL -' D. REFER TO SHEETS S.01-L.36 FOR GEOMETRIC STAKING AND JOINTING DETAILS. COMPENSATION FOR FURNISHING ALL MATERIAL, EOUIPMENT AND LABOR FOR THE INSTALLATION, REMOVAL AND DISPOSAL. E. REFER TO IOWA DOT STANDARD ROAD PLAN MI-220 FOR CURB RAMP DETAILS. - F. DETECTABLE WARNING PANELS SHALL BE CAST IRON (PAINTED BRICK RED). 81 2519-4200090 RMVL/REINSTALL FENCE, WOOD BOARD G. ALL PEDESTRIAN CURB RAMPS SHALL BE 6 IN. PCC. A. REFER TO FENCE TABULATION ON SHEET C.23. H. CONSTRUCTION OF PEDESTRIAN CURB RAMPS SHALL MEET CURRENT ADA REQUIREMENTS. B. THIS BID ITEM SHALL BE MEASURED FOR PAYMENT BY THE ENGINEER. C. REPLACEMENT OF POSTS WILL NOT BE PAID FOR SEPARATELY. BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 73 2512-1725256 CURB+GUTTER, PCC, 2.5' D. THE CONTRACTOR SHALL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL A. CURB AND GUTTER SHALL BE 9-IN. DEPTH WITH A STANDARD 6-IN CURB. COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR REMOVAL AND REINSTALLATION OF B. REFER TO POINT OF ACCESS TABULATION (C.25) AND L.11, L.15 FOR LOCATIONS. THE EXISTING WOOD BOARD FENCE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 74 2515-2475006 DRIVEWAY, PCC. 6" 82 2519-4200120 RMVL OF FENCE, CHAIN LINK A. REFER TO POINT OF ACCESS TABULATION ON SHEET C.25. 83 2519-4200190 RMVL OF FENCE, WOOD BOARD B. REFER L.01-L.I5 FOR GEOMETRIC STAKING AND JOINTING DETAILS. A. ITEMS HAVE BEEN INCLUDED FOR THE REMOVAL OF EXISTING FENCING ON THE SCHWAIGERT PROPERTY (PARCEL #42). C. REFER TO IOWA DDT STANDARD ROAD PLAN MI-210 FOR DRIVEWAY DETAILS. AND THE MIDAMERICAN ENERGY PROPERTY (PARCEL #20) B. THE LENGTH OF REMOVAL WILL BE MEASURED IN THE FIELD BY THE ENGINEER. 75 2515-6745600 RMVL OF PAVED DRIVEWAY C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL A. REFER TO POINTS OF ACCESS TABULATION ON SHEET C.25. COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE REMOVAL AND PROPER DISPOSAL B. REFER TO GENERAL NOTES 213-1 AND 213-7 ON SHEET C.10. OF THE EXISTING CHAIN LINK / WOOD BOARD FENCING. C. THIS ITEM INCLUDES REMOVAL AND DISPOSAL OF ALL PCC. ACC OF VARIOUS THICKNESSES. D. INCLUDES FULL DEPTH SAW CUTTING NECESSARY TO CREATE A CLEAN EDGE BETWEEN EXISTING AND PROPOSED PAVEMENTS. 84 2520-3350015 FIELD OFFICE E. REFER TO TRAFFIC CONTROL AND STAGING SHEETS J.01-J.29 FOR CONSTRUCTION SEQUENCE. A. SHALL MEET THE REQUIREMENTS AS OUTLINED IN SECTION 2520 OF THE IOWA DOT STANDARD SPECIFICATIONS. F. ANY DAMAGE TO EXISTING DRIVEWAY PAVEMENTS (INCLUDING SPECIAL OR DECORATIVE CONCRETE 1 NOT IDENTIFIED FOR REMOVALS. SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 85 2523-0000100 LIGHTING POLE A. REFER TO SHEETS P.01-P.08 FOR LIGHTING LAYOUT, CIRCUIT DIAGRAM, DETAILS AND GENERAL NOTES. 76 2518-6910000 SAFETY CLOSURE B. REFER TO POLE DETAILS ON SHEET P.08 FOR ADDITIONAL INFORMATION. A. REFER TO SAFETY CLOSURE TABULATION ON SHEET C.25. C. INCLUDES POLE, LUMINARIES. TRUSS ARM, STAINLESS STEEL BANNER ARMS 8 BANOS, FOOTING. ANCHOR BOLTS, B. REFER TO TRAFFIC CONTROL AND STAGING SHEETS J.01-J.29 FOR CONSTRUCTION SEQUENCE. FOOTING EXCAVATION AND BACKFILL AND ALL OTHER NECESSARY APPURTENANCES. D. ALSO INCLUDES GROUND ROD AND GROUNDING CONDUCTOR, CONNECTORS IN POLE AND WIRING IN POLE. 77 2519-1001000 FENCE, CHAIN LINK. VINYL COATED A. REFER TO FENCE TABULATION ON SHEET C.23. 86 2523-0000200 ELECTRICAL CIRCUIT B. REFER TO IOWA DOT STANDARD ROAD PLAN MI-102 FOR CHAIN LINK FENCE DETAILS. A. REFER TO SHEETS P.01-P.08 FOR LIGHTING LAYOUT, CIRCUIT DIAGRAM, DETAILS AND GENERAL NOTES. C. ITEM INCLUDES CONCRETE, POSTS, FENCE FABRIC, WIRE, FASTENERS, ACCESSORIES. ATTACHMENTS AND INSTALLATION. B. ITEM INCLUDES HDPE CONDUIT. GROUNDING CONDUCTORS AND WIRING CONNECTING LIGHT POLES. HANDHOLES D. AT THE CONTRACTORS OPTION, THE TEMPORARY 4 FT VINYL COATED CHAIN LINK FENCING MAY BE REUSED FOR PERMANENT AND LIGHTING CONTROLLERS. FENCING ON THE SCHWAIGERT PROPERTY (PARCEL #42). E. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL 87 2523-0000310 HANDHOLE+JUNCTION BOX COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF PERMANENT VINYL A. REFER TO SHEETS P.01-P.08 FOR LIGHTING LAYOUT, CIRCUIT DIAGRAM, DETAILS AND GENERAL NOTES. COATED CHAIN LINK FENCING. B. REFER TO TYPICAL HANDHOLE DETAIL ON SHEET P.08 FOR ADDITIONAL INFORMATION. C. ITEM INCLUDES HANDHOLE. EXCAVATION AND BACKFILL. 78 2519-1002096 FENCE, CHAIN LINK, 96" HEIGHT A. REFER TO FENCE TABULATION ON SHEET C.23. 88 2523-0000400 CONTROL CABINET B. REFER TO IOWA DOT STANDARD ROAD PLAN MI-102 FOR CHAIN LINK FENCE DETAILS. A. REFER TO SHEETS P.01-P.08 FOR LIGHTING LAYOUT, CIRCUIT DIAGRAM, DETAILS AND GENERAL NOTES. C. ITEM INCLUDES CONCRETE. POSTS, FENCE FABRIC. WIRE. FASTENERS, ACCESSORIES. HIGH SECURITY FENCE. ATTACHMENTS B. REFER TO CONTROLLER DETAILS ON SHEET P.06 AND P.07 FOR ADDITIONAL INFORMATION. AND INSTALLATION. C. INCLUDES METER SOCKET, SERVICE DISCONNECT. FOOTING, WORK PAD, CONTROLLER HANDHOLE. CONDUIT AND 0. HIGH SECURITY FENCE SHALL BE LACQUER COATED (ASF.5-13R) AS MANUFACTURED BY AMICO. PANELS ARE TO BE INSTALLED CONDUCTORS FROM CONTROLLER TO HANDHOLE, INSTALLATION OF CONTROL CABINET. INTERNAL CIRCUITRY OVER THE ENTIRE CHAIN LINK FENCE FABRIC. ALL CARRIAGE BOLTS ATTACHING THE SECURITY PANELS TO THE FABRIC SHALL AND ALL OTHER NECESSARY APPURTENANCES. BE TACK WELDED TO AVOID TAMPERING. D. ALSO INCLUDES COORDINATION WITH UTILITY COMPANY FOR ELECTRICAL SERVICE, TRANSFORMER PAD, SERVICE E. ITEM HAS BEEN INLUDED FOR THE PERMANENT FENCING ON THE MIDAMERICAN ENERGY PROPERTY (PARCEL #2) CONDUIT AND CONDUCTORS AND ALL CONSUMER SUPPLIED EOU IPME NT REOU IREO BY THE UTILITY COMPANY. PROJECT w, 091023 DESIGWO BY: S. SOVERS No DONE BY REVISION CESCRIPTION STP-U-371 516541--70-52 sRFET NO. - -- LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT DATE, ClECNEO BY: 5. SOVERS CAD DATE, 7/26/2012 9,57,41 AM 01 Bri ■` Fot� FROM KIRKWOOD AVENUE TO 1ST AVENUE C,06 -- L— T CID FILE, XACR\IE\2009\091023\CA0V4.\09m23-COLNt V IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES j j— ESTIMATE REFERENCE INFORMATION 100-4A 1 100-4A ESTIMATE REFERENCE INFORMATION to -z9 -oz Description DI Iteem Item Code Item Item Code RMV*REINSTALL LIGHT POLE9LUMINAIRE FLAGGER 89 2523-6765009 100 2528-8445113 A. REFER TO 0 & E SHEETS FOR EXISTING/PROPOSED LIGHT POLE LOCATIONS. A. REFER TO J SHEETS FOR STAGING AND TRAFFIC CONTROL DETAILS. B. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL B. FOR TRAFFIC STAGING, CONCRETE PLACEMENT, AND ALL OTHER MISCELLANEOUS CONSTRUCTION MEASURES. COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT, AND LABOR FOR THE REMOVAL AND REINSTALLATION C. THIS ITEM SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE IOWA DOT STANDARD OF EXISTING LIGHT POLE AND LUMINAIRE. INCLUDES FOOTING, WIRING, CONDUIT AND APPURTENANCES. SPECIFICATIONS SECTION 2528 - TRAFFIC CONTROL. D. USE OF FLAGGERS TO BE APPROVED BY THE PROJECT ENGINEER. 90 2525-0000100 TRAFFIC SIGNALIZATION 41 2525-0000120 RMVL OF TRAFFIC SIGNAL17ATION 101 2533-4980005 MOBILIZATION A. REFER TO SHEETS N.01 -N.23 FOR TRAFFIC SIGNAL DETAILS. A. PAYMENT AND MOBILIZATION SHALL BE IN ACCORDANCE WITH SECTION 2533 OF THE IOWA DOT STANDARD SPECIFICATIONS. B. REFER TO SPECIAL PROVISIONS FOR TRAFFIC SIGNALIZATION. 102 2552-0000210 TRENCH FOUNDATION 92 2526-8285000 CONSTRUCTION SURVEY A. THIS ITEM SHALL BE IN ACCORDANCE WITH SECTION 2552 OF THE IOWA DOT STANDARD SPECIFICATIONS. A. REFER TO CONTROL POINT AND ALIGNMENT TABULATIONS ON SHEETS G.01 -G.02. B. MATERIALS SHALL CONFORM TO SECTION 2552.02, PARAGRAPH D OF THE IOWA DOT STANDARD SPECIFICATIONS. B. THIS ITEM INCLUDES ALL SURVEY WORK NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT AS INTENDED C. PAYMENT SHALL BE BASED UPON THE AMOUNT OF MATERIAL PLACED AS INDICATED ON THE DELIVERY TICKETS. BY THE CONTRACT DOCUMENTS AND APPROVED REVISIONS. 0. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER TON. THIS SHALL BE CONSIDERED FULL C. INCLUDES STAKING OF THE PERMANENT UTILITY AND TEMPORARY CONSTRUCTION EASEMENTS AS ILLUSTRATED ON COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, AND MATERIALS NECESSARY TO SUPPLY AND INSTALL TRENCH ON THE H -SHEETS. FOUNDATION MATERIAL AS DIRECTED BY THE ENGINEER. 0. ADDITIONAL SURVEY WORK REQUIRED TO RESTAKE SURVEY POINTS DISTURBED DURING CONSTRUCTION WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CONTRACTOR SHALL PROTECT 103 2554-0112006 WATER MAIN, TRENCHED, DIP, 6" SURVEY STAKES OR REPLACE AS NEEDED WITH NO ADDITIONAL COMPENSATION. 104 2554-0112008 WATER MAIN, TRENCHED, DIP, 8" 105 2554-0112012 WATER MAIN, TRENCHED, DIP, 12" - 93 2527-9263109 PAINTED PAV'T MARK, WATERBORNE/SOLVENT 106 2554-0112016 WATER MAIN, TRENCHED, DIP, 16" C-) —C A. REFER TO TABULATION ON SHEET C.21. A. REFER TO WATER MAIN TABULATION ON SHEET C.17. --{{�\ \� B. REFER TO IOWA DOT STANDARD ROAD PLAN PM -110 FOR PAVEMENT MARKING DETAILS. B. REFER TO IOWA DOT STANDARD ROAD PLANS SW -101 AND THE MODIFIED SW -104 ON SHEET B.26 FOR.f'HE3SURE C. REFER TO J SHEETS FOR TEMPORARY PAVEMENT MARKING LAYOUT. PIPE TRENCH BEDDING DETAILS. . s D. FOR STAGED CONSTRUCTION AND TEMPORARY PAVEMENT MARKINGS. C. TRENCH BEDDING FOR WATER MAIN IN UNPAVED AREAS (ROADWAY SHOULDERS AND SIDEWALKS) SHALL BE 2 CLASS P-3 WITH SUITABLE TRENCH BACKFILL COMPACTED TO 907. STANDARD PROCTOR DENSITY. 94 2527-9263117 PAINTED PAV'T MARK, DURABLE D. TRENCH BEDDING AND BACKFILL FOR WATER MAIN IN PAVED AREAS (MAINLINE, SIDE ROADS AND DRIVEWAYS). A. REFER TO TABULATION ON SHEET C.19 -C.20. OR WITHIN 5 FEET OF SHALL BE CLASS A GRANULAR MATERIAL (SPECIFICATION 4120.04 & 4109 - GRADATION , B. REFER TO IOWA DOT STANDARD ROAD PLANS PM -110 AND PM -550 FOR PAVEMENT MARKING DETAILS. NO. 11) COMPACTED TO 95% STANDARD PROCTOR DENSITY. THE TOP 12 INCHES DIRECTLY BELOW THE PAVEMENT C. REFER TO SHEETS K.01 -K.03 FOR PAVEMENT MARKING LAYOUT. SUBBASE SHALL BE COMPACTED TO 98% STANDARD PROCTOR DENSITY, 0. FOR PERMANENT PAVEMENT MARKINGS. E. INCLUDES POLYETHYLENE ENCASEMENT, TRACER WIRE, GRANULAR BEDDING AND TRENCH BACKFILL. F. USE OF NITRILE GASKETS (WHERE SPECIFIED) WILL NOT BE PAID FOR SEPARATELY, BUT SHALL 95 2527-9263143 PAINTED SYMBOL -LEGEND, DURABLE BE CONSIDERED INCIDENTAL TO THE WATER MAIN, TRENCHED ITEMS. A. REFER TO TABULATION ON SHEET C.21. G. INCLUDES TEMPORARY CAPS/PLUGS REQUIRED FOR STAGED CONSTRUCTION. B. REFER TO IOWA DOT STANDARD ROAD PLAN PM -111 FOR PAINTED SYMBOL & LEGEND DETAILS. H. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. C. REFER TO SHEETS K.01 -K.03 FOR PAINTED SYMBOL AND LEGEND LAYOUT. D. FOR PERMANENT PAVEMENT MARKINGS. 107 2554-0122008 WATER MAIN, TRENCHLESS, DIP, B" A. REFER TO SHEET D.03 FOR LOCATION AND DETAILS. 96 2527-9263180 PAV'T MARK RMVD B. ITEM INCLUDES ALL NECESSARY PIPE (RESTRAINED JOINT), FITTINGS, TRACER WIRE. LABOR, EQUIPMENT, BORE PITS AND A. REFER TO TABULATION ON SHEET C.30. MISCELLANEOUS ASSOCIATED WORK NECESSARY TO FURNISH AND INSTALL WATER MAIN PIPE BY DIRECTIONAL DRILLING. C. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 2553 OF THE IOWA DOT STANDARD SPECIFICATIONS. 97 2528-8400048 TEMP BARRIER RAIL. CONC A. REFER TO J SHEETS FOR TEMPORARY BARRIER LOCATION. 108 2554-0142008 WATER MAIN/CAS, TRENCHLESS, DIP, 8" B. REFER TO IOWA DOT STANDARD ROAD PLAN BA -401 FOR ADDITIONAL DETAILS. A. REFER TO SHEET E.13 FOR LOCATION AND DETAILS. C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. THIS SHALL BE CONSIDERED FULL B. ITEM INCLUDES ALL NECESSARY PIPE (RESTRAINED JOINT), FITTINGS. TRACER WIRE, LABOR, EQUIPMENT, BORE PITS AND COMPENSATION FOR FURNISHING ALL MATERIAL. EQUIPMENT AND LABOR FOR THE INSTALLATION, REMOVAL AND MISCELLANEOUS ASSOCIATED WORK NECESSARY TO FURNISH AND INSTALL WATER MAIN PIPE BY BORING W/ STEEL CASING, ADJUSTMENTS NECESSARY FOR STAGED CONSTRUCTION. INCLUDES TAPERED END SECTIONS C. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 2553 OF THE IOWA DOT STANDARD SPECIFICATIONS. 98 2528-8400256 TEMP TRAFFIC SIGNAL 109 2554-0203000 FITTINGS BY WEIGHT, DI A. REFER TO SHEETS J.19 -J.29 FOR INFORMATION AND DETAILS. A. REFER TO WATER MAIN FITTINGS TABULATION ON SHEET C.18. B. TEMPORARY TRAFFIC SIGNAL INCLUDES THE TEMPORARY SUPPLY, INSTALLATION. AND REMOVAL OF CLASS 4 WOOD POLES, B. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM, SPAN WIRE. SIGNAL HEADS, SIGNAL CABLE, CONDUIT, GUY WIRES, GUY ANCHORS. VIDEO CAMERA, VIDEO CABLE, C. INCLUDES NITRILE GASKETS (WHERE SPECIFIED). MEGA LUG JOINT RESTRAINT, GASKETS, GLAND RINGS AND BOLTS, AND MOUNTING HARDWARE AS OUTLINED IN THE PLANS AND SPECIFICATIONS. POLYETHYLENE ENCASEMENT AND CONCRETE THRUST BLOCKING. C. ITEM INCLUDES THE INSTALLATION OF LUMINAIRE ARMS AND LUMINAIRE HEADS ON EACH WOOD POLE FOR D. THE WEIGHT OF A FITTING IS DETERMINED BE THE SPECIFIED WEIGHT OF THE AWWA CI10/C153 FITTING OR MANUFACTURERS TEMPORARY INTERSECTION LIGHTING. EQUIVALENT STANDARD. 99 2528-8445110 TRAFFIC CONTROL 110 2554-0204110 WATER SERVICE STUB. COPPER, V A. REFER TO J SHEETS FOR STAGING AND TRAFFIC CONTROL DETAILS. A. REFER TO TYPICAL DETAIL ON SHEET B.13. B. INCLUDES ALL REQUIRED TRAFFIC CONTROL SIGNING FOR CONSTRUCTION OF THE PROJECT, INCLUDING S. REFER TO TABULATION ON SHEET C.16. ADDITIONAL SIGNAGE THAT MAY NOT BE INCLUDED ON THE TRAFFIC CONTROL PLAN. ALSO INCLUDES ALL C. REFER TO D AND E SHEETS FOR LOCATIONS. SAFETY FENCING REQUIRED FOR ROAD CLOSURES. 0. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. C. INCLUDES ALL TRAFFIC CONTROL DEVICES AND EQUIPMENT NECESSARY TO MAINTAIN TRAFFIC IN ACCORDANCE E. INSTALLATION OF WATER SERVICES ON SYCAMORE ST & DEFOREST BY TRENCHLESS METHODS WILL NOT BE PAID FOR WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND THE IOWA DOT STANDARD ROAD PLANS. SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 0. THE REMOVAL OF EXISTING SIGNS AS WELL AS THE INSTALLATION OF NEW TRAFFIC SIGNAGE WILL BE PERFORMED BY THE F. INCLUDES ALL HARDWARE AND FITTINGS (CORPORATION VALVE, SERVICE PIPE, CURB STOP, CURB BOX ROD, CURB BOX, CITY OF IOWA CITY STREETS DEPARTMENT. THE CONTRACTOR SHALL CONTACT THE STREETS DEPARTMENT (PH.319-356-5181'. STOP BOX, STOP BOX LID) NECESSARY FOR INSTALLATION OF SERVICE LINE AS SHOWN ON THE PLANS. WHEN EXISTING SIGNS NEED TO BE REMOVED AND WHEN PROPOSED SIGNAGE NEEDS TO BE INSTALLED. G. INCLUDES NITRILE GASKETS (WHERE SPECIFIED) -- INCIDENTAL TO ITEM. H. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIAL EQUIPMENT AND LABOR FOR INSTALLING WATER SERVICE PIPE. PROJECT No: 091023 DE61GNE0 BY, s- SOWERS Mo are Br REnsICN oEscRlPnox LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 PROJECT DATE, CHECKED BY, 5. 60VER6 CAD DATE: 7/26/2012 96nu AM DRAWN BY. Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE (�`-07 CAD FILE, X:\CR\IE\2009\G91D23\LA0\PIans\091021CDLNt IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION 1004A ESTIMATE REFERENCE INFORMATION 10-29-02 Desarlptlon PCC ROOF DRAIN SPLASH PAD No Item Cade Uan Nom 123 Item Cade 2599-9999005 III 2554-0206000 VALVE, BUTTERFLY, DIP, 16" 112 2554-0207006 VALVE, GATE, DIP, 6" A. REFER TO SHEET L.I8 FOR PAD LOCATIONS. 113 2554-0207008 VALVE. GATE, DIP, 8" B. REFER TO TYPICAL DETAIL ON SHEET B.17. 114 2554-0207012 VALVE, GATE. DIP, 12" C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL A. REFER TO TABULATION ON SHEET C.16. COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF ROOF DRAIN B. REFER TO D AND E SHEETS FOR VALVE LOCATIONS. SPLASH PADS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. C. INCLUDES NITRILE GASKETS (WHERE SPECIFIED) AND MEGA LUG JOINT RESTRAINT (INCIDENTAL TO ITEM). D. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. 124 2599-9999005 RELOCATE FIRE HYDRANT WM-201 c E. INCLUDES BEDDING, CONCRETE BLOCKING, GLAND RINGS. GASKETS. TIE RODS. BOLTS, VALVE BOX AND LID, POLYETHYLENE A. REFER TO HYDRANT ASSEMBLY TABULATION ON SHEET C.17. ENCASEMENT AND EXTENSION IF REQUIRED. B. REFER TO 0 SHEETS FOR HYDRANT LOCATIONS. C. REFER TO TYPICAL DETAIL ON SHEET B.13. u= A 115 2554-0210201 FIRE HYDRANT ASSEMBLY WM-201 D. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. A. REFER TO HYDRANT ASSEMBLY TABULATION ON SHEET C.17. E. INCLUDES 6 -INCH PIPING AS REQUIRED. THRUST BLOCKING AND EXCAVATION.-- ' B. REFER TO D AND E SHEETS FOR HYDRANT LOCATIONS. F. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED,FUU. C. REFER TO TYPICAL DETAIL ON SHEET B.13. COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE RELOCATIO'I 0. REFER TO SPECIAL PROVISIONS FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. OF FIRE HYDRANT IN ACCORDANCE TO THE CONTRACT DOCUMENTS. E. INCLUDES USE OF NITRILE GASKETS (WHERE SPECIFIED) AND MEGA LUG JOINT RESTRAINT (INCIDENTAL TO ITEM). F. INCLUDES PROVIDE AND INSTALLED HYDRANT, 6 -IN PIPING AS REQUIRED. MJ TEE, 6 -IN VALVE AND BOX, TRACER WIRE 125 2599-9999005 REMOVAL OF FIRE HYDRANT RECEPTACLE, POLYETHYLENE ENCASEMENT, THRUST BLOCKING, EXCAVATION AND BACKFILL (INCLUDING COMPACTION). A. REFER TO I SHEETS FOR HYDRANT REMOVAL LOCATIONS. 7 B. REMOVAL OF FIRE HYDRANT WILL BE MEASURED BY ACTUAL COUNT BY THE ENGINEER. 116 2554-0212030 VALVE BOX REPLACEMENT C. ALL REMOVED HYDRANTS SHALL BE SALVAGED AND STOCKPILED NEAR THE FIELD OFFICE. CONTRACTOR SHALL CONTACT A. REFER TO TABULATION ON SHEET C.I6. THE IOWA CITY WATER DEPARTMENT (PH. 319-399-5162) WHEN HYDRANTS ARE READY FOR PICKUP. B. REFER TO D AND E SHEETS FOR VALVE BOX REPLACEMENT LOCATIONS. D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH FIRE HYDRANT REMOVED. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS FOR THE REMOVAL OF HYDRANTS. 117 2554-0214000 FIRE HYDRANT ADJUSTMENT PAD, FITTINGS, SPOOL AND ALL OTHER HARDWARE. A. REFER TO HYDRANT ASSEMBLY TABULATION ON SHEET C.17. B. REFER TO SHEET 0.01 FOR HYDRANT LOCATION. 126 2599-9999005 SANITARY SEWER MANHOLE REPAIR C. ITEM INCLUDES THE ADJUSTMENT OF THE EXISTING FIRE HYDRANT TO THE ELEVATION INDICATED ON THE PLANS. A. REFER TO 0 SHEETS FOR LOCATIONS. B. ITEM INCLUDES REMOVAL AND REPLACEMENT OF EXISTING 48" DIA. CONE SECTION, BRICK RISER, FRAME AND LID. 118 2599-9999003 EXCAVATION, CL 10, CONTAMINATED C. MANHOLE LID SHALL FEATURE THE CITY OF IOWA CITY LOGO & SANITARY SEWER LABEL AS ILLUSTRATED ON A. THIS ITEM HAS BEEN INCLUDED IN THE EVENT THAT PETROLEUM CONTAMINATED SOILS ARE ENCOUNTERED THE MODIFIED STANDARD ROAD PLAN SW -601 ON SHEET B.17. FROM STA. 21+00 TO 34+00. REMOVAL AND PROPER DISPOSAL OF CONTAMINATED SOIL (LANDFILL, LAND FARMING) D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL AND CONTAMINATED GROUND WATER WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT, LABOR THE REPAIR OF EXISTING SANITARY SEWER TO THIS ITEM. REFER TO THE CONTAMINATED SOIL/GROUND WATER MANAGEMENT PLAN ON SHEET C.33. MANHOLES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. B. INCLUDES EXCAVATION OF CONTAMINATED MATERIAL AND REPLACEMENT OF SUITABLE IMPORTED FILL MATERIAL. E. ALSO INCLUDES CHIMNEY SEALS, HANDLING. EXCAVATION, INSTALLATION, BACKFILL AND OTHER MISCELLANEOUS WORK. C. OVERHAUL WILL NOT BE MEASURED OR PAID FOR, BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. THIS SHALL BE CONSIDERED FULL 127 2599-9999005 SANITARY SEWER MANHOLE REPLACEMENT COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE EXCAVATION OF A. REFER TO SANITARY SEWER TABULATION ON SHEET C.13 CONTAMINATED SOILS IN ACCORDANCE TO THE CONTRACT DOCUMENTS. B. REFER TO CONSTRUCTION DETAIL ON SHEET 6.15. C. REFER TO 0 SHEETS FOR LOCATIONS. 119 2599-9999003 PCC STEPS D. MANHOLE LIDS SHALL FEATURE THE CITY OF IOWA CITY LOGO & SANITARY SEWER LABEL AS ILLUSTRATED ON A. REFER TO TABULATION ON SHEET C.26. THE MODIFIED STANDARD ROAD PLAN SW -601 ON SHEET 8.17. B. REFER TO CONCRETE STEPS/HANDRAIL CONSTRUCTION DETAILS ON SHEETS 8.20-B.21. E. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. THIS SHALL BE CONSIDERED FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE SANITARY SEWER MANHOLE REPLACEMENT FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. INSTALLATION OF PCC STEPS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. F. INCLUDES EXCAVATION, REMOVAL OF EXISTING MANHOLE, REPLACEMENT MANHOLE. DIP RECONNECTION OF ALL PIPES, D. INCLUDES HANDRAIL AND ALL APPURTENANCES, EXCAVATION. BACKFILL. AND REINFORCING. TEES, SLEEVES, CONNECTIONS AND BY-PASS PUMPING. 120 2599-9999005 IT/INTERCONNECT HANDHOLE l30"X 48") 128 2599-9999005 SUBDRAIN, CLEANQUTS. 6 IN. PVC. TYPE A-1 A. REFER TO SHEETS N.13 -N.17 FOR LOCATIONS A. REFER TO LONGITUDINAL SUBDRAIN TABULATION (104-9) ON SHEET C.14 -C.15. B. REFER TO SPECIAL PROVISION FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS. B. REFER TO SHEET M SHEETS FOR CLEANOUT LOCATIONS. C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION C. REFER TO FIGURE 4040.232 ON SHEET B.15 FOR INSTALLATION DETAILS. FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF HANDHOLES AND COVERS OF THE GIVEN D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION SIZE AND TYPE. THE UNIT PRICE SHALL ALSO INCLUDE EXCAVATION, BACKFILLING, COMPACTING, SURFACE RESTORATION, FOR FURNISHING ALL MATERIALS. EQUIPMENT AND LABOR FOR THE INSTALLATION OF SUBDRAIN CLEANOUTS IN ACCORDANCE POLYMER CONCRETE HANDHOLE BOX AND COVER, STAINLESS STEEL COVER BOLTS. GEOTEXTILE WOVEN FABRIC. GRANULAR WITH THE CONTRACT DOCUMENTS. BASE. GROUND BAR AND TERMINATION HARDWARE. 129 2599-9999005 TREE PROTECTION 121 2599-9999005 MANHOLE. STORM SWM. SW -401, 108" A. REFER TO TABULATION ON SHEET C.26. 122 2599-9999005 MANHOLE, STORM SWR, SW -401, MOD B. REFER TO 0 AND E SHEETS FOR LOCATIONS. A. REFER TO STORM SEWER TABULATION ON SHEET C.11 -C.12. C. REFER TO TYPICAL DETAIL ON SHEET B.14. B. REFER TO IOWA DOT STANDARD ROAD PLANS, 0. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL C. MANHOLE LIDS SHALL FEATURE THE CITY OF IOWA CITY LOGO & STORM SEWER LABEL AS ILLUSTRATED ON COMPENSATION FOR FURNISHING ALL MATERIAL. EOUIP14ENT AND LABOR FOR THE INSTALLATION AND REMOVAL THE MODIFIED STANDARD ROAD PLAN SW -602 ON SHEET B.17. FOLLOWING CONSTRUCTION ACTIVITIES. D. INCLUDES FURNISHING STRUCTURES AND APPURTENANCES, HANDLING, EXCAVATION, DEWATERING, INSTALLATION, BEDDING, BACKFILL, CONCRETE COLLARS AND MISCELLANEOUS WORK. 130 2599-9999005 WATER MAIN, ADJUSTMENT (HORIZONTALI E. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION 131 2599-9999005 WATER MAIN, ADJUSTMENT (VERTICAL) FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY FOR THE INSTALLATION OF STORM SEWER A. REFER TO HORIZONTAL AND VERTICAL ADJUSTMENT DETAILS ON SHEET B.12. MANHOLES IN ACCOROENCE WITH THE CONTRACT DOCUMENTS. B. ITEM INCLUDES NEW WATER MAIN PIPE (SAME TYPE AND SIZE ), DUCTILE IRON FITTINGS. HARNESSES, STAINLESS STEEL TIE RODS W/ SS NUTS POLYETHYLENE ENCASEMENT TRACER WIRE THRUST BLOCKING REMOVAL AND DISPOSAL OF WATER PROJECT N0, 091023 pESI0NE0 0Y: S. SOVERS NO GATE REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(6541--70-52 Slit �' PROJECT OAtE: CHECKED sn S. SOVEXS PCADRO DAT tYZRYzoa 9sTnz Er CHECK er, Fot h FROM KIRKWOOD AVENUE TO T ST AVENUE C.08 !BY! CAO ELLE-. N:\CIV\IE\2009\09I@3\CADWI.\091003-COI.Mt IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION 1004A ESTIMATE REFERENCE INFORMATION 1004A 10 -29 -OZ LLL01 )Nom Item Code Description INom Item Code Description MAIN PIPE AND APPURTENANCES, EXCAVATION, DEWATERING, GRANULAR BEDDING AND GRANULAR TRENCH BACKFILL. 139 2601-2634150 MULCH, WOOD CELLULOSE FIBER C. THE WATER MAIN ADJUSTMENT UNDER THE PROPOSED 7'X3' PCBC (REFER TO SHEET D.07) SHALL BE PAID UNDER A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. ITEM #131 - WATER MAIN, ADJUSTMENT (VERTICAL I. B. SHALL BE APPLIED USING STANDARD HYDRAULIC MULCHING EQUIPMENT. O. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION C. APPLICATION RATE SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATION. FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR ADJUSTING THE EXISTING WATER MAIN AS DIRECTED BY THE PROJECT ENGINEER. 140 2601-2636044 SEED+FERTILIZE (URBAN) A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. 11.32 2599-9999005 WATER SERVICE SADDLE REPLACEMENT B. INCLUDES SEED. FERTILIZER AND EROSION MAINTENANCE UNTIL ESTABLISHED GROWTH HAS BEEN ATTAINED. A. REFER TO TYPICAL DETAIL ON SHEET B.13. C. THE TOP 6 -INCHES OF THE SEED BED SHALL BE FREE OF ROCK AND DEBRIS AND SHALL BE SUITABLE FOR TCU B. REFER TO SPECIAL PROVISION FOR WATER MAIN FOR WATER DISTRIBUTION SYSTEM. ESTABLISHMENT OF VEGETATION WITH THE APPROVAL OF THE ENGINEER. r� C. WATER SERVICE SADDLES SHALL BE REPLACED FOR THE FOLLOWING PROPERTIES: C? [_��'� 141 2601-2639010 C7 SOD _ T 1308 KIRKWOOD AVENUE A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. 1309 KIRKWOOD AVENUE B. SHALL ONLY BE PLACED WITHIN THE PARKWAY (BACK OF CURB TO FACE OF SIDEWALK) FOR THE ENTRE PROJG.-� 1311 KIRKWOOD AVENUE C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE. THIS SHALL BE CONSIDERER-) 1312 KIRKWOOD AVENUE FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE 1315 KIRKWOOD AVENUE INSTALLATION OF SOD IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. - -.- 1316 KIRKWOOD AVENUE - ... 142 2601-2642120 STABILIZE CROP - SEED+FERTILIZE (URBAN)• D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH. THIS SHALL BE CONSIDERED FULL COMPENSATION A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. ' FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR WATER SERVICE SADDLE REPLACEMENT. B. THIS ITEM IS TO BE USED AT THE DIRECTION OF THE ENGINEER TO TEMPORARY SEED DISTURBED AREAS UNTIL APPROPRIATE SEEDING DATES. 133 2599-9999009 IT/INTERCONNECT HOPE DUCT, 2" DIA. C. INCLUDES SEED, FERTILIZER, WATER AND EROSION MAINTENANCE UNTIL ESTABLISHED GROWTH HAS BEEN ATTAINED. A. REFER TO SHEETS N.13 -N.17 FOR LOCATIONS B. REFER TO SPECIAL PROVISION FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS. 143 2601-2643110 WATER-SOD/SPEC DITCH CNTL/SLOPE PROTECT C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL COMPENSATION A. REFER TO EROSION CONTROL TABULATION ON SHEET C.27. FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF CONDUIT OF THE GIVEN TYPE AND DIAMETER. B. INCLUDED FOR SODDING AREAS AND ESTIMATED BASED ON SIX (6) APPLICATIONS AT A RATE OF 100 GALLONS PER THE UNIT PRICE SHALL ALSO INCLUDE TRENCHING, BACKFILLING, COMPACTING, SURFACE RESTORATION, HDPE DUCT, SQUARE OF SOD PLACED. HDPE MECHANICAL COUPLINGS AND DUCT PLUGS. 144 2601-2643300 MOBILIZATION FOR WATERING 134 2599-9999009 IT/INTERCONNECT PULL TAPE FOR HDPE DUCT A. PAYMENT AND MOBILIZATION SHALL BE IN ACCORDANCE WITH SECTION 2601 OF THE IOWA DOT STANDARD SPECIFICATIONS. A. REFER TO SHEETS N.13 -N.17 FOR LOCATIONS B. REFER TO SPECIAL PROVISION FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS. 145 2602-0000020 SILT FENCE C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL COMPENSATION 146 2602-0000071 RMVL OF SILT FENCE/SILT FENCE -DITCH CHECK FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF CONDUIT PULL TAPE OF THE GIVEN TYPE. 147 2602-0000101 MAINT. OF SILT FENCE/SILT FENCE -DITCH CHECK A. REFER TO SILT FENCE TABULATION ON SHEET C.31. 135 2599-9999009 IT/INTERCONNECT TRACER WIRE FOR HDPE DUCT B. REFER TO IOWA DOT STANDARD ROAD PLAN EC -201 FOR SILT FENCE INSTALLATION DETAILS. A. REFER TO SHEETS N.13 -N.17 FOR LOCATIONS C. INCLUDES REMOVAL AND PROPER DISPOSAL ONCE STABILIZATION OF DISTURBED GROUND IS ACHIEVED. B. REFER TO SPECIAL PROVISION FOR TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS. 0. ADDITIONAL QUANTITY HAS BEEN ADDED TO THIS ITEM FOR USE DURING CONSTRUCTION ACTIVITIES. PLACEMENT C. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL COMPENSATION LOCATIONS SHALL BE IN ACCORDANCE TO THE POLLUTION PREVENTION PLAN. FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE INSTALLATION OF CONDUIT TRACER WIRE OF THE GIVEN TYPE. 136 2599-9999009 REMOVAL OF WATER MAIN A. REFER TO TABULATION ON SHEET C.IB. 01-20-84 203.1 10 -18 -II 232-9 B. REFER TO REMOVAL SHEETS 1.01-1.10 C. THE LENGTH OF WATER MAIN REMOVED WILL BE MEASURED IN THE FEET BY THE PROJECT ENGINEER. Plan and profile sheets Included in the project are for the purpose Cut down all trees In clearing and grubbing after September 15 and before 0. ALL WATER MAIN REMOVED WITHIN PROPOSED STREET PAVING (INCLUDING DRIVEWAYS) OR WITHIN 5 FT OF PROPOSED of alignment, location and specific directions for the work to be April 15. These trees may be Inhabited by the Indiana Bat (Myotls Sodallst). STREET PAVEMENT SHALL BE BACKFILL WITH CLASS "A" CRUSHED STONE (MEETING IOWA DOT GRADATION NO. 11 I. performed under this contract. Irrelevant data on these sheets is a State and Federal listed endangered species. Removing a tree between E. GRANULAR BACKFILL WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. not to be considered a part of this contract. April 15 and September 15 being used by an Indiana Bat constitutes a F. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT. THIS SHALL BE CONSIDERED FULL taking" of a protected species, which Is punishable by law. COMPENSATION FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR FOR THE REMOVING, BACKFILLING AND DISPOSING 04-03-01 203-2 OF EXISTING PIPE. During constructlon of this project, the contractor will be required G. ALL EXPOSED ENDS OF PIPE TO BE ABANDONED IN-PLACE SHALL BE PLUGGED WITH CONCRETE (INCIDENTAL TO THIS ITEM). to coordinate his operations With those of other contractors 137 2599-9999014 MODULAR BLOCK RETAINING WALL (HEAVY) working within the same area. Other work In progress during the A. REFER TO SHEET U.03 FOR RETAINING WALL DETAILS. same period of the time will Include construction of the follow - 8. REFER TO SPECIAL PROVISION FOR MODULAR BLOCK RETAINING WALL (HEAVY). Ing projects: C. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL BY ENGINEER. Project Type of Work D. INCLUDES RETAINING WALL MATERIALS (INCLUDING CAP), EXCAVATION, GRANULAR BACKFILL AND ALL APPURTENANCES TO CONSTRUCT THE WALL, IN ACCORDANCE TO THE CONTRACT DOCUMENTS. Sycamore St. and HWY 6 Int. Intersection Improvements First Ave. RR Underpass Constriction of Underpass 138 2599-9999018 TEMPORARY WALKWAY SURFACE In,pr Muscatine Onint Trenrh Utility Relnratinn Kirkwood CC Site Improvements Pkn- PropertyImnrnTrm>nts A. ITEM HAS BEEN INCLUDED FOR USE IN SURFACING THE TEMPORARY PEDESTRIAN WALKWAY IN CONSTRUCTION and PHASE 2, STAGE 2A (REFER TO SHEET J.09) B. TEMPORARY WALKWAY SURFACE SHALL BE 2 -INCH HMA (1/2" COMMERCIAL MIX WITH A PG 64-22 ASPHALT BINDER). C. INCLUDES PLACEMENT, REMOVAL, MAINTENACE AND REPAIR OF THE TEMPORARY SURFACING. - D. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL TOOLS. EQUIPMENT, LABOR AND MATERIALS NECESSARY FOR THE CONSTRUCTION, MAINTENANCE AND REPAIR OF THE TEMPORARY SURFACING IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. PECT MD: 13911323 E0 BY: S. 60YERS wo oArE er RErisla oEsrniPnoM STP -U-311516541--10-52 - CDE l PKR13JELr DATE, [HECNED Bri 5. SOVEItS LOWER MUSCATINE ROAD IMPROVEMENTS CAO DATE, 7/30/21312 2,1L33 PM pRAVN BY, F0t h FROM KIRKWOOD AVENUE TO 1ST AVENUE C•09 CAO PRE, XAMNIE\20D9\091023\CADVI,\Oq 77 IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES 01-20-84 204-2 All holes resulting from operations of the contractor, Including removal of guardrail posts, fence posts, utility poles, or foundation studies, shall be filled and consolidated to finished grade as directed by the engineer to prevent future settlement. The voids shall be filled as soon as practical - preferably the day created and not later than the following day. Any portion of the right-of-way or project limits (Including borrow areas and operation sites) disturbed by any such operations shall be restored to an acceptable condition. This oper- ation shall be considered Incidental to other bid Items In project. 01-20-84 212-1 Sounding and test boring data shown on plans were accumulated for designing and estimating purposes. Their appearance on the plan does not constitute a guarantee that conditions other than those Indicated will not be encountered. 04-15-08 213-1 It shall be the contractors responsibility to provide waste areas or disposal sites for excess material (excavated material or broken concrete) which is not desirable to be incorporated into the work involved on this project. It shall be the contractors responsibility to ensure that areas (including haul roads) selected for waste or disposal not impact 1) culturally sensitive sites or graves or 2) wetlands or "Waters of the U.S.", including streams or stream banks below the "ordinary high water mark", without an approved U.S. Army Corps of Engineers Section 404 Permit. No payment for overhaul will be allowed for material hauled to these sites. No material shall be placed within the right-of-way, unless specifically stated in the plans. 04-30-02 213-7 Unless otherwise directed or authorized, all hot mix asphalt and other bituminous materials which are not specifically addressed or described In the contract documents shall become the property of the contractor. The contractor, In accordance with current rules and regulations of the Iowa Department of Natural Resources, may: I. With the approval of the Engineer, blend or otherwise process the material for use with shoulder or special backfill aggregate, for use on the project. 2. With the approval of the Engineer, place with material In areas designated by the Engineer as Soil Aggregate Subbase without extra charge. 3. Remove the material from the project and stockpile for the contractor's future use. 12-08-95 222-1 Special care shall be taken when forming at intersections so that the profiles and elevations shown on the cross sections, street return profile sheets, and staking diagram sheets are obtained. Short lengths of forms or flexible forms may be necessary at these locations. 01-20-84 222-2 To obtain the correct form grades at low points where Intakes are located, the contractor must exercise extreme care when paving full width pavements. This may require pouring one half of the pave- ment at a time or other methods approved by the engineer. 04-15-08 232-38 EROSION CONTROL: (Urban Seeding) Following completion of work in a disturbed area, the area shall be seeded, fertilized, and mulched as follows: SEEDING MIXTURE: Seeding Rate: 4 Has. per 1000 sq. ft. Bluegrass, KY 70% Fescue, Creeping Red 20% Ryegrass, Perennial (Fineleaf-Derby Manhattan or equivalent.) 10% FERTILIZER: 17 His. of 13-13-13 (or equivalent) commercial fertilizer per 1000 sq. ft. MULCH: 70 His. of dry cereal straw per 1000 sq. ft. All mulch shall be consolidated into the soil with a mulch stabilizer. The preparation of the seedbed and the furnishing and application of seed, fertilizer, and mulch shall be considered incidental to mobilization and no extra compensation will be allowed. 01-20-84 232-s The contractor shall not disturb desirable grass areas and desirable trees outside the construction limits. The contractor will not be permitted to park or service vehicles and equipment or use these areas for storage of materials. Storage, parking and service area(s) well be subject to the approval of the resident engineer. 01-09-90 232-6 Selective clearing will be requlred on this project. Any trees outside of the construction limits shall be removed only by the approval of the englneer. 06-07-94 232-8 The top six (6) Inches of the disturbed areas shall be free of rock and debris and shall be suitable for the establishment of vegeta- tion, subject to the approval of the Engineer. 10-28-97 232-b_ The contractor Is expected to have materials, equipment, and labor available on a daily basis to install and maintain erosion control features on the project. This may Involve seeding, silt fence, rock ditch checks, silt basins, or silt dikes. 07-15-97 Where Indicated on the plans or when directed by the Engineer. existing sever and drainage pipes which are to be abandoned In place shall be completely blocked with permanent bulkheads composed of either class X concrete or brick masonry. Salvaged brick may be used provided they are sound and meet the approval of the Engineer. This work shall be considered as Incidental work and the cost of such blocking of abandoned severs and drainage pipes shall be considered to be Included in the contract price for other Items. 01-19-88 251-I The contractor shall be responsible to maintain access to Individual properties during construction. Relocated access shall be completed to Individual propertles prior to removal of existing access. If the permanent access cannot be completed prior to removal of the existing access, the contractor shall provide and maintain an alternate access. Temporary Granular Surfacing will be paid for as a contract Item or by extra work. 06-22-84 _.. The contractor Is hereby notified that removal of any existing traflu markers, warning devices or guardrail barriers shall be scheduled subject to the approval of the Engineer. The contractor may be required to place temporary warning devices at certain locations where replace- ment features are not Installed the same day during which any such removals take place. 01-09-90 Blading and shaping as well as any other incidental work in prepar- ation for any maintenance of temporary crossing or detours shall be considered incidental to other work on the project. Additional surfacing needed for temporary crossings or detours during con- struction shall be furnished and spread at contract price. 10-02-01 06-22-84 251-3 The detours) on this project have been designated to accommodate A plan for stage construction of local accesses which are requl red the Hot Mix Asphalt option. If the P.C. concrete option is utilized. to remain open to traffic during construction shall be submitted by "on -the -slue" adjustments may be required as approved by the Engineer. the contractor for approval by the engineer. T1 PROJECT W. 091023 CIIECK1Eo BY, s. savERs no wrE er REvlslw aEswlena Fot STP -U-31151654)--70-52 s�ET "o• PROJECT DATE, DESIGNS BY, 5. SoyEmS LOWER MUSCATINE ROAD IMPROVEMENTS CAW DATE, 7i30i2o12 2112,10 PM DRAWN BY, FROM KIRKWOOD AVENUE TO IS AVENUE C"10 CAO FILE, X,\W\IE\2Do9\091023\CAD\Plo-\091023-MI.Mt IOWA CITY, Iowa ESTIMATED PROJECT QUANTITIES STANDARD ROAD PLANS 105.4 71 04-20-10 The folio no Standard Road Plans shall be considered applicable to construction work on this project. v Number Date Title BA -200 10-18-11 STEEL BEAM GURDRAIL COMPONENTS BA -203 10-18-11 STEEL BEAM GUARDRAIL W -BEAM END ANCHOR a BA -401 04-20-10 TEMPORARY BARRIER RAIL (PRECAST CONCRETE) EC -101 04-20-10 WOOD EXCELSIOR MAT FOR DITCH PROTECTION EC -201 04-20-10 SILT FENCE MI -102 10-18-11 CHAIN LINK FENCE CONSTRUCTION ' _ I MI -210 04-17-12 PCC DRIVEWAYS AND ALLEYS MI -220 10-16-12 DETECTABLE WARNINGS AND PEDESTRIAN RAMP PM -110 04-19-11 LINE TYPES PM -111 PM -120 PM -522 PM -550 PV -101 PV -102 PV -103 10-16-12 10-I6-12 10-16-12 04-19-11 04-17-12 10-16-12 04-19-11 SYMBOLS AND LEGENDS STOP LINES AND ISLANDS _ TWO-LANE ROADWAY WITH LEFT TURN LANES TWO-LANE ROADWAY WITH TWO-WAY LEFT TURN LANE _ JOINTS PCC CURB DETAILS _ MANHOLE BOXOUTS IN PCC PAVEMENT PV -301 04-19-11 SUPERELEVATION DETAILS TWO LANE ROADWAY RF -2 RF -3 RF -13 RF -14 RF -19C 10-18-11 I0-18-11 10-18-11 10-18-11 10-16-12 CONSTRUCTION of TYPE 'C' CONCRETE ADAPTORS FOR PIPE CULVERT _ CRETE APRONS PIPE BENDS AND HALF PIPE CONNECTED PIPE JOINTS SUBORAINS (LONGITUDINAL) RF -26 10-16-12 PIPE APRON GUARD RF -42 04-17-12 LOW CLEARANCE PIPE APRONS RL -2A 10-18-D5 DETAILS OF EMBANKMENT SUBGRADE TREATMENT, MOISTURE DENSITY CONTROL 8, SPECIAL COMPACTION RM -38 10-16-12 JUNCTION BOX (FIBER REINFORCED CONCRETE RM -39 10-18-11 LIGHT POLE FOOTINGS _ RM -40 09-21-99 CABLE SPLICES AND CONNECTORS RM -42 10-18-11 PRECAST HANDHOLE SW -101 04-21-09 TRENCH BEDDING AND BACKFILL ZONES SW -201 04-21-09 SANITARY SEWER SERVICE STUB _ SW -301 04-21-09 CIRCULAR SANITARY SEWER MANHOLE SW -306 04-21-09 CHIMNEY SEALS FOR SANITARY MANHOLES SW -307 SW -401 SW -402 SW -505 SW -507 SW -508 SW -509 SW -510 SW -512 SW -513 SW -541 04-21-09 04-21-09 04-21-09 10-16-12 10-20-09 10-20-09 1 10-18-11 10-18-11 10-20-09 04-21-09 10-16-12 DROP CONNECTION FOR SANITARY SEWER MANHOLE CIRCULAR STORM SEWER MANHOLE RECTANGULAR STORM SEWER MANHOLE DOUBLE GRATE INTAKE SINGLE OPEN -THROAT CURB INTAKE, SMALL BOX SINGLE OPEN -THROAT CURB INTAKE, LARGE BOX _ DOUBLE OPEN -THROAT CURB INTAKE, SMALL BOX DOUBLE OPEN -THROAT CURB INTAKE, LARGE BOX CIRCULAR AREA INTAKE OPEN -SIDED AREA INTAKE OPEN -THROAT CURB INTAKE UNDER PAVEMENT SW -542 I0-20-09 EXTENSION UNIT FOR OPEN -THROAT CURB INTAKE UNDER PAVEMENT SW -601 10-20-09 CASTINGS FOR SANITARY SEWER MANHOLES SW -602 10-20-09 _ CASTINGS FOR STORM SEWER MANHOLES SW -604 10-20-09 CASTINGS FOR AREA INTAKES TC -213 04-17-12 _ LANE CLOSURE WITH FLAGGERS TC -228 04-17-12 LANE CLOSURE UTILIZING CONTINUOUS TWO WAY LEFT TURN LANE TC -252 04-17-12 ROUTES CLOSED TO TRAFFIC Tc -253 tM- 01 04-17-12 04-19-I1 PAVED ON-SITE DETOUR _ FIRE HYDRANT ASSEMBLY T1 PROJECT W. 091023 CIIECK1Eo BY, s. savERs no wrE er REvlslw aEswlena Fot STP -U-31151654)--70-52 s�ET "o• PROJECT DATE, DESIGNS BY, 5. SoyEmS LOWER MUSCATINE ROAD IMPROVEMENTS CAW DATE, 7i30i2o12 2112,10 PM DRAWN BY, FROM KIRKWOOD AVENUE TO IS AVENUE C"10 CAO FILE, X,\W\IE\2Do9\091023\CAD\Plo-\091023-MI.Mt IOWA CITY, Iowa ESTIMATED PROJECT QUANTITIES LIST OF INTAKES AND UTILITY ACCESSES LIST OF STORM SEWER PIPE 1w-59 Noduled Location Type or Form Bottom Structure Intake/Utility Flow Llnes PT e Number Standard Grade Well De th Notes wbe Access Na. Class Plpe Length STB Road Plan P Number D' Olameter of Llne % Inlet Outlet Other Pro lie Notes (Station) (Eley.) (Elev.) ffeetl From To (inched (Feetl Elevation I Elevation I Elevation Sheet No. LT RT RT RT LT 16-64 FL r -7o a-10 I a -,I rtur w oI c.v oo1.0 I I I oo-7. of n.uo - P-19 S-19 5-20 RCP 15 33 I 691.97 691.64 M.30 P-20 5-20 5-21 RCP 15 2412.79 1 691.54 1 690.87 1--- I P-21 S-21 S-22 RCP 36 841 3.44 1 689.47 1 686.58 1 1 M.06 I.. -- P-22 S-22 S-24 RCPI 361 6ql 0.51 1 686.48 1 686-13 1 1 1 M.04 I ` 681 689 M.03 a PROJECT NO, DR1oz3 Cwm D Y, S. SOWERS PROJECT OATEI DESIREE an s. sovERs CAD DALE: 7/26/2012 9:57:A3 AM DRAWN 5Y: CAD FILE: %:\CR\IE\20o9\091023\CAO\Plena\091023.WI.f t NO DATE BY REVISION DEscxlPnax _ Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 ESTIMATED PROJECT QUANTITIES r NO. CA I I I I P PROJECT N0: 091023 CHECKED BY: S. SOVERS PROJECT DATE, DESIGNED BY: S. SOVERs NO DATE BY REVISION DESCRIPTION _ LOWER MUSCATINE ROAD IMPROVEMENTS LIST OF INTAKES AND UTILITY ACCESSES FROM KIRKWOOD AVENUE TO IST AVENUE C 12 CAO FILE: N:\CR\IE\2009\091023\CAp\Plms\09!023-LOlaht IOWA CITY. IOWA ESTIMATED PROJECT QUANTITIES LIST OF STORM SEWER PIPE Modified Number Location Type or Standard Form Bottom Structure Motes Line Intake/Utl llty Accesz No.D• Class Plpe Lelth SI a Flow Lines pipe Profile Notes Grade Well Depth Number Diameter of Lure Inlet Outlet Other .(Station) Road Plan (Elev.) (Elev.l (Feet) From To (Inches) (Feet) Elevation Elevation I Elevation Sheet No. S-72 160+53.00, 24.50' LT SW -510 695.1 690.62 P-72 S-72 5-73 RCP IS 39 I 691.12 690.73 M.32 5-73 160+53.00, 14.60' RT SN -510 695.41 690.13 P-73 S-73 S-74 RCP 15 95 0.8 690.63 689.87 M.09 S-74 161+67.40, 18.50' RT SN -509 694.81 669.27 SLOPE INTAKE TO MATCH TOP OF CURB ELEV. p-74 S-74 5-75 RCP IS 67 0.81 689.77 689.23 M.09 S-75 162+52.50, 18.50' RT SN -509 694.31 688.63 SLOPE INTAKE TO MATCH TOP OF CURB ELEV. P-75 5-75 S-77 RCP 15 153 0.81 689.73 687.89 M.09 S-76 164.21.50, 12.50' LT SN -509 692.23 687.94 P-75 S-75 S-77 RCP IS 25 l 688.44 686.19 M.32 S-77 164.21.50, 12.50' RT SN -510 692.58 687.09 P-77 S-77 S-78 RCP IB 101 1 687.59 686.58 M.09 5-78 165+29.06, 21.63' RT SW -401 690.48 685.68 72" DIA. P-78 S-78 S-79 RCAP 28.58 18.0 8 0.8 686.18 686.12 S-79 165+29.24, 10.63' RT SN -211 N/A N/A FIELD VERIFY EXISTING FL. S-80 29+75.00, 38.50' RT SW -507 696 691.62 P-80 5-80 S -BI RCP IS 104 0.4 692.12 691.7 S-81 30+82.50, 35.80' RT SN -507 695.8 691 SLOPE INTAKE TO MATCH SIDEWALK ELEV. S-82 31+49.00, 35.70' RT SW -507 695.5 690.73 SLOPE INTAKE TO MATCH SIDEWALK ELEV. P-81 S-81 S-82 RCP 18 62 0.4 691.5 691.25 5-83 32+14,00, 35.60' RT SW -507 695.5 690.47 SLOPE INTAKE TO MATCH SIDEWALK ELEV. P-82 S-82 S-83 RCP 18 61 0.39 691.23 690.99 S-84 32+79.00, 35.60' RT SW -507 695.1 690.21 SLOPE INTAKE TO MATCH SIDEWALK ELEV. P-83 S-83 S-84 RCP 18 61 0.39 690.97 690.73 - S-85 33+44.00, 35.50' RT SW -507 694.8 689.95 SLOPE INTAKE TO MATCH SIDEWALK ELEV. p-84 5-84 5-85 RCP IB 61 0.39 690.71 690.47 p -g5 5-85 5-89 RCP IB 8 1 690.45 690.37 M.24 S-86 31+13.00. 20.50' LT SW -510 695.31 691.19 P-86 S-86 S-87 RCP 15 41 0.51 691.69 691.48 M.24 - - S-87 31+13.00. 20.50' RT SW -510 695.31 690.88 SLOPE INTAKE TO MATCH SIDEWALK ELEV. P-87 S-87 S-89 RCP 15 222 0.5 691.38 690.27 M.10 'J 5-88 33+42.00, 21.28' LT SW -510 694.15 689.98 P-88 5-88 5-69 RCP 15 41 0.5 690.48 690.27 M.24 5-69 33+42.00, 20.50' RT SW -510 694.17 689.67 SLOPE INTAKE TO MATCH SIDEWALK ELEV. P-89 S-89 S-90 RCP 24 235 0.5 690.17 689.01 M.10/I1 5-90 35+85.00, 20.50' RT SW -510 693.OI 688.31 P-90 5-90 5-92 RCP 30 41 0.39 688.81 688.65 N.ZS S-91 34+79,00. 22.50' LT SW -401 693.45 688.95 48" DIA. P-91 S-97 5-92 RCP 15 100 0.5 689.45 688.95 _ 5-92 35+85.00. 20.50' LT SW -510 693.01 688.05 ___ ._ P-92 5-92 5-956 RCP 30 189 1.85 688.55 685.06 1 1 M.II I P PROJECT N0: 091023 CHECKED BY: S. SOVERS PROJECT DATE, DESIGNED BY: S. SOVERs NO DATE BY REVISION DESCRIPTION _ LOWER MUSCATINE ROAD IMPROVEMENTS STP•U-3715(854)-70-52 SHEET N0. CAO DATE: 7/26/2012 9:51:44 AM ORAMN BY: Fot h FROM KIRKWOOD AVENUE TO IST AVENUE C 12 CAO FILE: N:\CR\IE\2009\091023\CAp\Plms\09!023-LOlaht IOWA CITY. IOWA ESTIMATED PROJECT QUANTITIES LIST OF SANITARY SEWER MANHOLES LIST OF SANITARY SEWER PIPE Modified Location Type or Form Bottom Number Standard Structure Notes Llne IntakeEs NNty Access No.O Class pipe Length Slope Flow Lines Inlet Outlet Other p1 e Profile Nates Grade Well (Station) Road Plan fFlev.l (Flee.) Depth !Feet) Number From To Otameter (Inches) of Line / (Feet) Elevation I Elevation I Elevation Sheet No. FLELVATION MVOJECT N0, 091023 DESIGNED sr, S. sovERs Na DATE eY REVlslax oEscRlFnOr+ STP -U-371515541-70.52 SHEET NO FROJecr Dere, creaeo Er, s. sayERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, 7/26/2012 96!44 AM DRAWN an Fot h FROM KIRKWOOD AVENUE TO IST AVENUE C.13 CAD FILE,%ADeA@A2o09\a91023\CADAPIan.AWI023_LOI.Ne IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES I Refer to RL-13 Road or No. Lane Ident. or RL-15. Location Station to station Side Depth D (Inches) LONGITUDINAL Shoulder Slze Length (Inches) (Feet) SUBDRAIN Refer to Longitudinal Subdraln Backsl a Size Length (Feel) SHOULDER Soils Sheets. (RF-19C) e StructurLine From To AND BACKSLOPE CMP Subdraln Outlet Station Size (Inches) Porous � Class "A" Crush BackRll Stone (Cu. Yds.) (Cu. Yds.) A Not a Bid Item Remarks lag 10-18-05 SO-I LMR 1+96.00 6.60.00 LT 24 6 478 5-I 5-52 I+%.00 8 OUTLET TO INTAKE S-I _ 6+60.00 OUTLET TO INTAKE 5-52 SO-2 LMR 1+96.00 3+32.00 RT 24 6 136 S-2 S-3 1+96.00 8 OUTLET TO INTAKE S-2 3+32.00 OUTLET TO INTAKE S-3 SO-3 LMR 3+36.� 4+28.00 RT 24 6 87 S-3 S-6 3+36.00 B OUTLET TO INTAKE S-3 4+28.00 OUTLET TO INTAKE 5-6 50-4 LMR 4+32.00 6+96.00 RT 24 6 264 S-6 5-50 4a32.00 8 OUTLET TO INTAKE 5-6 6+96.00 OUTLET TO INTAKE 5-50 SO-5 LMR 6+68.00 6+96.00 LT 24 6 30 5-52 5-51 6+68.00 8 OUTLET TO INTAKE 5-52 6+96.00 OUTLET TO INTAKE 5-51 n $D-6 LMR 7.00.00 8+99.00 LT 24 6 199 5-51 5-47 7+00.00 8 OUTLET TO INTAKE 5-51 8a99,00 OUTLET TO INTAKE 5-47 N SD-7 LMR 7+00.00 8+99.00 RT 21 6 199 5-50 5-46 7+00.00 8 OUTLET TO INTAKE 5-50 1 � 8+99.00 OUTLET TO INTAKE 5-46 SD-8 LNR 9.03.00 I1+11.00 LT 24 6 208 5-47 5-45 9+03.00 8 OUTLET TO INTAKE 5-47 11*11.00 OUTLET TO INTAKE S-45 SD-9 LMR 9+07.00 11+11.00 RT 24 6 204 5-46 5-44 9+07,00 8 OUTLET TO INTAKE 5-46 11+11.00 OUTLET TO INTAKE 5-44 8+1 SD-10 LMR 11.15.00 13+15.00 LT 24 6 200 5-45 5-41 11+15.00 8 OUTLET TO INTAKE 5-45 13+15.00 OUTLET TO INTAKE 5-41 7 SD-I] LMR 11.19.00 12+03.00 RT 24 6 85 5-44 5-42 11+19.00 8 OUTLET TO INTAKE 5-44 12+03.00 OUTLET TO INTAKE 5-42 SD-12 LMR 12.11.00 13.15.00 RT 24 6 105 5-42 5-40 12+11.00 8 OUTLET TO INTAKE 5-42 13+15.00 OUTLET TO INTAKE 5-40 SD-13 LMR 13+19.00 I5+75.00 LT 24 6 256 5-41 5-34 13+19.00 8 OUTLET TO INTAKE 5-41 15+75.00 OUTLET TO INTAKE 5-39 SD-14 LMR 13+23.00 15+75.00 RT 24 6 253 5-40 5-33 13+23.00 8 OUTLET TO INTAKE 5-40 15+75.00 OUTLET TO INTAKE 5-33 SD-IS LMR 15+79.00 16+62.50 LT 24 6 84 5-34 5-32 15.79.00 8 OUTLET TO INTAKE 5-34 16+62.50 OUTLET TO INTAKE 5-32 SD-16 LMR IS•83.1b 16.62.50 RT 24 6 81 5-37 5-31 15+83.00 8 OUTLET TO INTAKE 5-33 16+62.50 OUTLET TO INTAKE 5-31 SD-17 LMR 16+66.50 17+72.93 LT 24 6 106 5-32 5-28 I6+66.50 8 OUTLET TO INTAKE 5-32 17+72.93 OUTLET TO INTAKE 5-26 SD-IB LMR 16+70.50 17.72.93 RT 24 6 102 S-31 5-27 16a70.50 8 OUTLET TO INTAKE 5-31 17.72.93 OUTLET TO INTAKE 5-27 50-19 LMR 17+77.92 19+56.00 LT 24 6 179 5-28 5-23 17+77.92 8 OUTLET TO INTAKE 5-28 19+56.00 OUTLET TO INTAKE 5-23 SO-20 LMR IN77.92 19+56.00 RT 24 6 178 5-27 5-24 17+77.92 8 OUTLET TO INTAKE 5-27 19+56.00 OUTLET TO INTAKE 5-24 SD-21 LNR 19+64.00 21+68.00 LT 24 6 205 5-23 CO-1 19+64.00 B OUTLET TO INTAKE 5-23 21+68.00 CLEANOUT CO-1 (STA. 21+68, 21.8' Li) SD-22 LNR 19+60.00 21+68.00 RT 29 6 208 5-24 CO-2 19+60.00 8 OUTLET TO INTAKE 5-24 21+68.00 CLEANOUT CO-2 TSTA. 21+68, 21.8' RTI SO-23 LMR 21+71.00 23a40.00 LT 24 6 169 CO-3 5-68 21+71.00 B CLEANOUT CO-3 (STA. 21a71. 21.8' LT) 23+40.00 OUTLET TO INTAKE 5-68 50-24 LMR 2I+71.0(1 23.44.00 RT 24 6 173 CO-4 S•69 21+71.00 8 CLEANOUT CO-4 (STA. 21*71. 21.8' RT) 23+44.00 OUTLET TO INTAKE 5-69 SD-25 LMR 23+48.00 24+81.70 LT 24 6 134 5-68 5-71 23+48.00 8 OUTLET TO INTAKE 5-68 24+81.70 OUTLET TO INTAKE S-7I SD-26 LMR 23+48.00 24+85.00 RT 24 6 137 5-69 5-70 23+46.00 8 OUTLET TO INTAKE 5-69 24+85.00 OUTLET TO INTAKE 5-70 SO-27 LMR 24+68.30 26+21.00 LT 24 6 133 5-71 5-65 24+88.30 8 OUTLET TO INTAKE 5-71 26+21.00 OUTLET TO INTAKE 5-65 SD-28 LMR 24+89.00 26+21.00 R1 24 6 132 5-70 5-66 24.89.00 8 OUTLET TO INTAKE 5-70 26+21.00 OUTLET TO INTAKE 5-66 SD-29 LMR 26+29.00 27+12.00 LT 24 6 84 5-65 5-60 26+29.00 8 OUTLET TO INTAKE 5-65 27+12.00 OUTLET TO INTAKE 5-60 SD-30 LMR 26+25.00 27+12.00 RT 24 6 87 5-66 5-61 26+25.00 8 OUTLET TO INTAKE S-66 27+12.00 OUTLET TO INTAKE 5-61 50-31 LMR 27+16.00 29*13.50 LT 24 6 198 5-60 CO-5 27+16.00 8 OUTLET TO INTAKE 5-60 29+13.50 CLEANOUT CO-5 (STA. 29+13.5. 21.8' LT) 50-32 LMR 27+16.00 29+13.50 RT 24 6 198 5-61 CO-6 27+16.00 8 OUTLET TO INTAKE 5-61 _ 29+13.50 CLEANOUT CO-6 (STA. RTI MWECT W. 091023 DESHIED BY, S. sovERs DATE: CHECKED BY: S. SDYERS CAD GATE, TzzsnDlz 9h)M5 AN DRAWN BY: CAD CAD FILE. xnCRYIEYzoo9ro91oz3YCAOAPia„sAo91oz3-Ml.snt Na DATE er REVISIDR DESCRIFTIM Fot v h LOWER MUSCATINE FROM KIRKWOOD ROAD IMPROVEMENTS AVENUE TO IST IOWACITY,IOWA AVENUE STP-U-371 ESTIMATED 516541--70-52 PROJECT QUANTITIES �T No, C.14 r T- 29+13,5. 21.8' RTI I Refer to RL -13 or AL -15. Location Road Line or No. Lane Station to Station Idem. Side Depth 0 (Inches) LONGITUDINAL SUBDRAIN SHOULDER AND Refer to Sails Sheets. Lan Itudlnal 6ubdraln 02F -19C1 Shoulder Backslo a Structure Slze Length Size Length From To (Inches) (Feet) (Feet) BACKSLOPE CMP Subdraln Station Outlet Slze (Inches) lag * Not a 81d Item 10 -18 -OS Class "A" Porous + Crushed Remarks Backfill Store (Cu. Yds.) (Cu. Yds.) SO -33 LMR 29+16.50 31+0q.00 LT 24 6 193 CO -7 5-86 29+16.50 8 CLEANOUT CO -7 (STA. 29+16.5, 21.8' LT) 31+09.00 OUTLET TO INTAKE 5-86 50-34 LMR 29+16.50 31+09.00 RT 24 6 193 CO -8 5-87 29+16.50 8 CLEANOUT CO -8 (STA. 29+16.5, 21.8' RTl 31+09.00 OUTLET TO INTAKE 5-87 SD -35 LMR 31+17.00 33+37.82 LT 24 6 221 5-86 5-88 31+17.00 8 OUTLET TO INTAKE 5-86 33+37.82 OUTLET TO INTAKE 5-88 SD -36 LMR 31+17.00 33+38.00 RT 24 6 221 5-87 5-89 31+17.00 8 OUTLET TO INTAKE 5-87 33+38.00 OUTLET TO INTAKE 5-89 SD -37 LMR 33+45.78 34+76.95 LT 24 6 131 5-88 5-91 33+45.78 8 OUTLET TO INTAKE 5-88 34+76.95 OUTLET TO INTAKE 5-91 SD -38 LMR 33+46.00 35+80.99 RT 24 6 235 5-89 5-90 33+46.00 8 OUTLET TO INTAKE 5-89 a 35+80.99 OUTLET TO INTAKE 5-90 M1d SD -39 LMR 34*80.94 35+81.01 LT 24 6 100 S-91 5-92 34+80.94 8 OUTLET TO INTAKE 5-91 7 r 35+81.01 OUTLET TO INTAKE 5-92 A SD -40 LMR 35+89.00 37+75.00 LT 24 6 186 5-92 SP -1 35+69.00 8 OUTLET TO INTAKE 5-92 .... .� �,..-a 37+75.00 PLUG AT STA, 37+75, 17.0' LT SO -4I LMR 35+89.00 37+64.50 RT 24 6 176 5-90 SP -2 35+89.00 8 OUTLET TO INTAKE 5-90 37«64.50 PLUG AT STA. 37+64.5, 21.0' RT SD -42 LMR 37+86.00 38+79.50 LT 24 6 94 SP -3 5-94 37+86.00 8 PLUG AT STA. 37+66, 17.0' LT 38+79.50 OUTLET TO INTAKE 5-94 SD -43 LMR 37+75.00 38+79.50 RT 24 6 105 SP -4 5-93 37«75.00 8 PLW AT STA. 37+75, 21.0' RT 38*79.50 OUTLET i0 INTAKE 5-93 l SD -44 LMR 38+87.50 40+41.00 LT 24 6 155 5-94 CO -9 38+67.50 8 OUTLET TO INTAKE 5-94 40+41.00 CLEANOUT CO -9 (STA. 40+41. 31.0' LT) SD -45 LMR 38+87.50 40+67.35 RT 24 6 232 5-93 5-100 38+87.50 8 OUTLET TO INTAKE 5-93 40+67.35 OUTLET TO INTAKE 5-100 ON FIRST AVENUE SD -46 LMR 91+17.93 41+76.22 RT 24 6 100 5-101 5-108 4I+17.93 8 OUTLET TO INTAKE 5-101 ON FIRST AVENUE 4I+76.22 OUTLET TO INTAKE 5-108 50-47 LMR 41+84.00 43+25.00 LT 24 6 141 5-110 5-106 41+64.00 8 OUTLET TO INTAKE 5-110 43+25.00 OUTLET TO INTAKE 5-106 SD -48 LMR 41+84.18 43+25.00 RT 24 6 141 5-108 5-105 41+84.18 8 OUTLET TO INTAKE 5-106 43+25.00 OUTLET TO INTAKE 5-105 50-49 LMR 43+29.00 93+92.00 LT 24 6 63 5-106 CO -10 43+29.00 8 OUTLET TO INTAKE 5-106 43+92.00 CLEANOUT CO -10 (STA. 43+92. 21.0' LT) SD -50 LMR 43+29.00 43+92.00 RT 24 6 63 5-105 CO -11 43+29.00 8 OUTLET TO INTAKE 5-105 43+92.00 CLEANOUT CO -11 (STA. 43+92, 21.0' RT) SD -51 LMR 43+%.00 45M4.64 LT 24 6 149 CO -12 5-102 43+96.00 8 CLEANOUT CO -12 (STA. 43+96, 13.0' LT) 45+44.64 OUTLET TO INTAKE 5-102 SO -52 LMR 43+96.00 45M4.64 RT 24 6 149 CO -17 5-103 43+96.00 8 CLEANOUT CO -13 (STA. 43+96, 13.0' RT)) 45+44.64 OUTLET TO INTAKE 5-103 SD -53 LMR 45+52.62 46+30.92 LT 24 6 78 5-102 CO -14 45+52.62 8 OUTLET TO INTAKE 5-102 46+30.92 CLEANOUT CO -14 (STA. 46+30.92, 13.0' LT) SD -54 LMR 45+52.62 46+30.92 RT 24 6 78 5-103 CO -15 45*52.62 8 OUTLET TO INTAKE 5-103 46+30.92 CLEANOUT CO -15 (STA. 46+30.92. 13.0' RT) SD -55 SYC 130+85.75 131+64.48 LT 24 6 83 SP -5 S -IB 130+85.75 8 PLUG AT STA. 130+85.75. 13.5' LT 131+64.48 OUTLET TO INTAKE 5-I8 SD -56 SYC 130+85.75 131+63.37 RT 24 6 79 SP -6 5-17 130+85.75 8 PLUG AT STA, 130+85.75, 17.6' RT 131+63.37 OUTLET TO INTAKE 5-17 SD -57 SYC 131+71.52 132+75.92 LT 24 6 114 5-18 131+71.52 8 OUTLET TO INTAKE 5-18 132+75.92 TEE AT STA. 132+76, 16.5' LT (CONNECT TO LM SUBDRA INI SD -58 SYC 131+72.63 132+69.38 RT 24 6 88 5-17 131+72.63 8 OUTLET TO INTAKE 5-17 132+69.38 IEE AT STA. 132+69.1, 20.9' IT ICGNNECI i0 LM SUBDAA IXI SD -59 LMR 8+74.50 8+74.50 RT 6 13 IN BEHIND TA IN ING PALL 8+74.50 IEE AT STA. 8+74.5, 16.0' RT (CONNECT TO LNt SUBp1AIN) 8+74.50 BEND AT STA. 8+74.5, 29.0' RT 8+74.50 12+14.00 RT 6 339 RE IN BEHIND iA1N ING WALL 8+74.50 BEND AT STA. 8+74.5, 29.0' RT 12+14.00 PLUG AT STA. 12+14.0, 29.0'RT 50-60 LMR 18+24,00 18+24.00 RT 6 14 IN BEHIND R AIN ING MALL 18+24.00 IEE AT STA. 18+21.0, 19.6' RT (CONNECT 10 LMR SUBORA INI I8+24.00 BEND AT STA. 18«24.0, 34.0' RT AT STA. 161+80.0, 22.9' LT 18+24.00 20+25.00 RT 6 201 SUBD IN BEH IND R TA IN ING WALL 18+24.00 164+17.50 BEND AT STA. 18+24.0, 34.0' RT OUTLET TO INTAKE 5-76 20+25.00 PLUG AT STA. 20+25.0, 34.0' RT SD -61 MIOAM 161+80.00 164+17.50 Li 6 255 SUB IN BEHIND AE AINING MALL 161+80.00 8 PLUG PROJECT W. 091023 OESIGtFO BY: PROJECT DATE, CRECKEO BY: CAD DATE. 726/2012 957:+5 AM DRAVN BY, CAD FILE, i,\CR\IE\2009\091023\CAO\PInA\D4l( OLNt S. SOVERS S. MVERS Mo DATE BY REVis1CR oEscRiPn6x Foth LOWER FROM MUSCATINE KIRKWOOD ROAD IMPROVEMENTS AVENUE TO 1ST AVENUE IOWA CITY. Iowa STP -U-3715(8541-70-52 ESTIMATED PROJECT QUANTITIES CA 5 AT STA. 161+80.0, 22.9' LT 164+17.50 OUTLET TO INTAKE 5-76 I LIST OF WATER LIST OF WATER VALVE ASSEMBLIES FOTH-5 6-13-05 4+36,77, 4+41.23, ♦ 5,50, 8+69,50. 12+38.00, ♦40,00. ♦ 7.00. 15+5q.30, Location 4 ' 4.99' 26. ' 26,00' 0 24,00'6 26,00' 26,00' 4 RT RT RT T RT FIT Type (aAlf GA TE GA TE GA TE GATE GATE Size Nctes (Inches) 8 8 8 8 8 8 -� 8 6 LMR LMR _ LMR LMR LMR LMR -_ LMR _ LMR LMR 15+61.50, Notes T GA TF 8 LMR 17+00.00, I" K COPPE 1"K COP 1 K COP R 1( COPPE 1'-K-Co I" K COPP 1320 1324 1323 1329 132 1330 K RKWOOD AVE K RKW'OOD AVE KIRKWOOD AVE LOWER MUSCATINE LOWER MUSCATINE NEROA LOWER MUSCATINE--R-OAT- OA ROA A 8 LMR 4,00, 5+78. . 6+40.87. 7+04.4z. 7+14.51, 7+35.00, 7+69.19, 8+33.05. 9+28.99, 12+31.44, 16+21.75, 16+69.10. 26,00' RT LT LT RT LT LT LT RT LT LT LT FIT GATE 8 LMR _ _ _ _ _ �1 _ 7 - - _ 42-- 126+21.44, GATE 8 LMR + HIGHLAND AVE 77.QQ' LT GATE 8 Lift - MIDAMERICAN SERVICE +58,00, RT 30,50' 1807 FIT GATE 8 LMR - W/ NITRILE GASKETS + 21 23+48.82, 37.00' T GATE 12 LMR - W/ NITRILE GASKETS 24+70,00, W/ NITRILE GASKETS T GA TE 12 LMR - W/ NITRILE GASKETS 4+72,00, 1813 26,50' ROAD RT GATE 6 LMR - W/ NITRILE GASKETS +74 33.00' RT I' K COPPER 1819 LOWER MUSCATINE 12 LMR - W/ NITRILE GASKETS 26+84,00, 37 25+43.46, 33.00 AT 12 _ LMR - W/ NITRILE GASKETS + R W/ NITRILE GASKETS A TE 12 LMR - W/ NITRILE GASKETS__ 20+35,64, 1 K COPPER 1831 LOWER MUSCATINE RUAV EXISTING GASKETS Lift - REPLACE VALVE BOX 28+37,47, 39+10.44, 81+32.51, 146+56.65, 12,31' LT LT LT LT EXISTING LOWER MUSCATINE ASH ST DEFOREST AVE LMR - REPLACE VALVE BOX 28+39,65, GASKETS 9. 127+05.78, EXISTING LT LMR - REPLACE VALVE BOX + SYCAMORE ST BORED W/ NITRILE GASKETS LMR - REPLACE VALVE BOX 31+92.96, RT 1" K COPPER 1430 SYCAMORE ST W/ NITRILE LMR - REPLACE VALVE BOX 32+05,34. 127+43.93, 23.36 LT F K COPPER 1429 LMR - REPLACE VALVE BOX + BORED W/ NITRILE GASKETS T 32.71' LMR - REPLACE VALVE BOX 34+68,73, 1426 SYCAMORE ST W/ NITRILE EXISTING LMR - REPLACE VALVE BOX 38+qq,OO,12 24.05' LT 1" K COPPER 1425 SYCAMORE ST LMR GASKETS 77 9 128+75.19, 29.45' LT 12 LMR SYCAMORE ST BORED W/ NI ILE GASKETS RUTTFRFI Y 16 LMR 44+71,96, 1' K COPPER 1422 SYCAMORE ST % ST N ASKETS LNR - REPLACE VALVE BOX «75,10, 129+29.50, 28,50' ET FIT EXISTING SYCAMORE ST LMR - REPLACE VALVE BOX .7 GASKETS 129+53.86, 35.37' RT LMR - REPLACE VALVE BOX ♦ SYCAMORE ST 7 W/ NITRILE GASKETS FRANKLIN ST 70+44,00, LT 7 1413 SYCAMORE ST 6 FRANKLIN ST ♦ 7 130+47.54, 24.43' LT 1 K COPPER 6 FRANKLIN ST 7 BORED W/ NITRILE GASKETS 130+31.57, 6 ASH ST 1 K COPPER 1414 SYCAMORE ST T GATE 6 _ ASH ST 131+1 .34' L 1 K COPPER T GATE 6 ASH ST + 131+66.05. 33.32' L 6 PINE ST (N: 9 + W/ NITRILE ' RT GATE6 125+47.33. PINE ST (N) 101+08,74, 1 K COPPER 4q.39' SYCAMORE ST FIT GATE 6 GINTER AVE + 147+87.20, 7 R T GA TF 6 GINTER AVE +82,00, GASKETS 20,00' LT GATE 6 GINTER AVE +94.4 DEFOREST AVE 99' LT GATE 6 GINTER AVE 110+48,00, LT V K COPPER 1804 DEFOREST AVE 6 SPRUCE ST (N) + 149+20.4 0.00' RT 1' K COPPER 6 SPRUCE ST (N) + W/ NITRILE GASKETS 7' LT GATE 6 FRIENDLY AVE 211+32,40, 1815 DEFOREST AVE W/ NITRILE GASKETS 6 FRIENDLY AVE + 0.00' RT Iv­K­COPPtV 1819 DEFOREST AVE 6 SPRUCE ST (S) + _ 151+16. .00 RT 6 _ SPRUCE ST (S) 120+9q.00, 4 GASKETS 6 SPRUCE ST (S) +98.83, 1 K COP 23,82' DEFOREST AVE LT GATE 8 HIGHLAND AVE 126+21,59, 19 , (16.27' A 8 HIGHLAND AVE +47 GASKETS ' RT GATE 12 SYCAMORE ST - W/ NITRILE GASKETS ♦ T GATE 12 SYCAMORE ST - W/ NITRILE GASKETS 125+q8.74, i GATE 6 SYCAMORE ST - W/ NITRILE GASKETS 132+54,50, 9,18' RT GATE 12 SYCAMORE ST - W/ NITRILE GASKETS ♦ 7 ♦ 7.00 151-36.00, + 9.39 180+61.18. 180+81,50. + .5 180+81,50, 9 4,00' 4 4,00' 41,15' 42.00' 43' RT T RT LT ITT T RT GATE GATE GATE BUTTERFLY BUTTERELY BUTTERFLY GATE GATE 6 6 6 16 16 8 8 1 8 I 8 1 DEFOREST AVE - W/ NITRILE GASKETS DEFOREST AVE - W/ NITRILE GASKETS DEFOREST AVE - W/ NITRILE GASKETS IST AVE IST AVE IST AVE IST AVE IST AVE IST AVE I LIST OF WATER MAIN SERVICES F -OT H-6 9-22-09 Parcel Location PIp a Ola. nches) Address Notes 6 2 1 3+39.96, 3+88.05, 3+06.87, 4+89.84, 5+21.55, +69.41. 42.84' 41.76 29.83 31.00 32.00' 35.86' LT LT RT R1 LT LT I" K COPPE 1"K COP 1 K COP R 1( COPPE 1'-K-Co I" K COPP 1320 1324 1323 1329 132 1330 K RKWOOD AVE K RKW'OOD AVE KIRKWOOD AVE LOWER MUSCATINE LOWER MUSCATINE NEROA LOWER MUSCATINE--R-OAT- OA ROA 4q 4 It 48 12 13 14 47 8 I 5+78. . 6+40.87. 7+04.4z. 7+14.51, 7+35.00, 7+69.19, 8+33.05. 9+28.99, 12+31.44, 16+21.75, 16+69.10. 31.00' 32.00 36.4 31.00' 32.00 35.22' 34.62 31.00' 46.26' 32.00' 33.39' RT LT LT RT LT LT LT RT LT LT LT 1" K COPPER 1' K COP ER 17-K-CO-PPEV 1" K COPPER 1' K COPPER I" K COPPER I" K COPPER I" K COPPER I" K COPPER I" K COPPER I" K COPPER 1331 1410 1420 1425 1430 1500 1502 1507 1526 1622 1626 LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE LOWER MUSCATINE ROAD ROAD ROA ROAD R AD ROAD ROAD ROAD ROAD ROAD ROAD _ _ _ _ _ �1 _ 7 - - _ 42-- 126+21.44, 68.35' LT 1" K COPPER 1718 HIGHLAND AVE _ 41 21+80.48. 69.95' RT 1" K COPPER 1807 LOWER MUSCATINE ROAD W/ NITRILE GASKETS 21 23+48.82, 37.00' LT 1" K COPPER 1810 LOWER MUSCATINE ROAD W/ NITRILE GASKETS 39 24+37.73, 39.75 RT I" K COPPER 1813 LOWER MUSCATINE ROAD W/ NITRILE GASKETS 38 24+92.09, 33.00' RT I' K COPPER 1819 LOWER MUSCATINE ROAD W/ NITRILE GASKETS 37 25+43.46, 33.00 RT 1 K COPPER 1825 LOWER MUSCATINE R W/ NITRILE GASKETS 36 26+42.41, 80.68 RT 1 K COPPER 1831 LOWER MUSCATINE RUAV W/ NITRILE GASKETS 26 39+10.44, 81+32.51, 146+56.65, 37.00 24.09' 84.33' LT LT LT I" K COPPER I" K COPPER I" K COPPER 1940 1111 1802 LOWER MUSCATINE ASH ST DEFOREST AVE ROAD W/ NITRILE GASKETS 127+05.78, 24.72' LT 1" K COPPER 1433 SYCAMORE ST BORED W/ NITRILE GASKETS 127+42.48, 34,67' RT 1" K COPPER 1430 SYCAMORE ST W/ NITRILE GASKETS 127+43.93, 23.36 LT F K COPPER 1429 SYCAMORE ST BORED W/ NITRILE GASKETS 128+15.26, 32.71' RT V K COPPER 1426 SYCAMORE ST W/ NITRILE GASKETS 128+06.93, 24.05' LT 1" K COPPER 1425 SYCAMORE ST BORED W/ NITRILE GASKETS 128+75.19, 29.45' LT 1" K COPPER 1421 SYCAMORE ST BORED W/ NI ILE GASKETS 129+93.65, 37.49' RT 1' K COPPER 1422 SYCAMORE ST W/ NITRILE ASKETS 129+29.50, 32.56' ET I' ­K COPPE 1417 SYCAMORE ST BORED W/ NITRILE GASKETS 129+53.86, 35.37' RT V K COPPER 1418 SYCAMORE ST W/ NITRILE GASKETS 129+86.42, 32.28 LT 1 K COPP 1413 SYCAMORE ST BORED W/ NITRILE GASKETS 130+47.54, 24.43' LT 1 K COPPER 1409 SYCAMORE ST BORED W/ NITRILE GASKETS 130+31.57, 33.57 RT 1 K COPPER 1414 SYCAMORE ST W/ NITRILE GASKETS 131+1 .34' L 1 K COPPER 1405 SYCAMORE ST BORED W/ NITRILE GASKETS 131+66.05. 33.32' L IK COPPER 1401 SYCAMORE ST W/ NITRILE GASKETS 125+47.33. 68.6 RT 1 K COPPER 1500 SYCAMORE ST W/ NITRILE GASKETS 147+87.20, 29,23' R 1 K COPPER 1809 DEFOREST AVE W/ NITRILE GASKETS 148+56.38, 30.00' RT 1TT ' K COPPER 1811 DEFOREST AVE W/ NITRILE GASKETS 148+52.40. 20.W LT V K COPPER 1804 DEFOREST AVE BORED W/ NITRILE GASKETS 149+20.4 0.00' RT 1' K COPPER 1813 DEFOREST AVE W/ NITRILE GASKETS 149+69.6. 0.00 RT IK COPP 1815 DEFOREST AVE W/ NITRILE GASKETS _ 150+4 .3 0.00' RT Iv­K­COPPtV 1819 DEFOREST AVE W/ NI TR L A KE S _ 151+16. .00 RT i ff K COP 1825 DEFOREST AVE W/ NITRILE GASKETS 149+16.38, 18.41 L 1 K COP 1808 DEFOREST AVE BORED W/ NITRILE GASKETS 19 , BORED W/ NITRILE GASKETS PROJECT NO. 01023 BEs16rE0 By. S. SOVERS I N0 BaE BY RErISIBN OEuwlPrtox _-- I Foth I LOWER MUSCATINE ROAD IMPROVEMENTS I STP•U•3715(854(-70.52 PROJECT BITE, CHECKED BY, S. SOVERS CAD Bere, 7/26/2012 9,57,46 AM ORWN BY. FROM KIRKWOOD AVENUE TO 1 ST AVENUE C.16 CAD FILE, K,.cR\cE\2 0 \041D23\CW\P$ms\091023-C01.Ot IOWA CITY IOWA ESTIMATED PROJECT QUANTITIES FOTH-4 FOTH-3 LIST OF HYDRANT ASSEMBLIES LIST OF WATER MAIN PIPE Location Station Top of Ground Notes Elevation 6 -13 -OS Location +9 Tie p Length P(Inches) Notes _ FrIMR om 95 RT To MR (Feet) 11+00,00, 9.50' RT 2+95.14 MR 21+60.00 DIP 8 1710 LMR 9.50' RT 691.75 LMR _ 20+81.00 DIP 8 117 MIDAMER ICAN SERVICE - W/ NITRILE GASKETS LMR 21+60.00 27+93.63 DIP 12 651 LMR - NITRILE GASKETS _ _ 24072.00 4 RT 696.24 DIP 6 86 KIRKWOOD COLLEGE SERVICE - W/ NITRILE GASKETS 25+00,00, 4. RT 39+00.94 LMR - W/ NITRILE AKT 40+61.76 DIP 12 178 LMR _ - TEMPORARILY RAT HYDRANT TO 70+31.00 55' LT 70+70.29 DIP 6 62 FRANKLIN ST. MR - RELOCATE HYDRANT TO 28+37.30, n 81+07.00 3H9 81+29.12 DIP 6 29 ASH ST. 4 T 31+9 100+96.56 6 101+08.74 DIP 6 107 GINTER AVE. 4I+60 O 695.8 95+00.00 95+70.00 DIP 6 108 PINE STAN) 9 cr 110:00.00 110+62.31 DIP 6 90 SPRUCE STAN) 180+81.50 210+85.00 8 211+33.84 DIP 6 54 FRIENDLY AVE. _ �- 8 120+02.76 T AVE. 121+01.09 DIP 6 100 SPRUCE ST.(S) 23.67' RT 691.35 SPRUCE ST (N) 125+35.00 132+56.49 DIP 12 709 SYCAMORE ST. -NITRILE GASKETS SPRUCE ST (S) y t� 125+98.74 1?6+00,00, 9.00' T DIP 6 9 SYCAMORE ST. -NITRILE GASKETS T i - 129+ 146+51.23 69q,29 151+39.52 DIP 6 507 DEFOREST - NITRILE GASKETS _ 9 RT 703.35 125+81.00 126+22.72 DIP 8 129 HIGHLAND AVE. 694.75 MALL DR -RELOCATE HYDRANT TO 170+6 RT 180+56.71 184+25.94 DIP 16 IST AV _ +85,00, 4 RT 708.41 IST V _ T .,.. eCT W. 091023 DESIGAED BY. S. mums FDD3ECr DATE. cWNED M S. SUM Mo DATE BY REVISmN DESCRIRTIM LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3 71 516541-70-5 2 '{=F' 40 _ _ - - _ CAD DATE, 7126/2012 9.57.46 AM DRAM BY. F0th FROM KIRKWOOD AVENUE TO IST AVENUE (�` 17 CAD FILE. S.\CR\IE\2009\p91023\CADWl.\091023-COl.tla - * IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES FOTH-4 LIST OF HYDRANT ASSEMBLIES 6 -13 -OS Location Station Top of Ground Notes Elevation +9 LT 692.84 MR - FIRE HYDRANT ADJUSTMENT 7+20,00, 95 RT 77 MR 11+00,00, 9.50' RT 89 MR 15+10,00, 9.50' RT 691.75 LMR 18+00.00. 4.50' RT 693,2q LMR 20+86,00, 7 T 69 9 LMR - M A R AN N R Y 21+85.00, 4 RT 696.24 LMR -W/NITRILE GASKETS 25+00,00, 4. RT 694.83 LMR - W/ NITRILE AKT 28+37 T - TEMPORARILY RAT HYDRANT TO 55' LT 28+37,30, T 06.6 MR - RELOCATE HYDRANT TO 28+37.30, -28,37.30, 5' Li 3H9 4 T MR - TEMPORARILY RCA HYDRANT T 31+93.50 4 T 31+9 �' T 6 NR - RELOCATE HY RANT TO 31093. T 4I+60 45.00' RT 695.8 LMR 70+4 5.00' RT 9 FRANKLIN T 8I+09 389 IST AVE. 180+81.50 DIP 8 IB IST AVE. 182+94.33 183+15.0 IP 8 100 T AVE. _ FOTH-4 LIST OF HYDRANT ASSEMBLIES 6 -13 -OS Location Station Top of Ground Notes Elevation +9 LT 692.84 MR - FIRE HYDRANT ADJUSTMENT 7+20,00, 95 RT 77 MR 11+00,00, 9.50' RT 89 MR 15+10,00, 9.50' RT 691.75 LMR 18+00.00. 4.50' RT 693,2q LMR 20+86,00, 7 T 69 9 LMR - M A R AN N R Y 21+85.00, 4 RT 696.24 LMR -W/NITRILE GASKETS 25+00,00, 4. RT 694.83 LMR - W/ NITRILE AKT 28+37 T - TEMPORARILY RAT HYDRANT TO 55' LT 28+37,30, T 06.6 MR - RELOCATE HYDRANT TO 28+37.30, -28,37.30, 5' Li 3H9 4 T MR - TEMPORARILY RCA HYDRANT T 31+93.50 4 T 31+9 �' T 6 NR - RELOCATE HY RANT TO 31093. T 4I+60 45.00' RT 695.8 LMR 70+4 5.00' RT 9 FRANKLIN T 8I+09 19.00' RT 68q.73 ASH T 95+60.00, 24.00' RT 689.97 PINE T N 100+78.00, 18.50' T 691.58 GIN TER AVE 110+50.00 23.67' RT 691.35 SPRUCE ST (N) 120+07.65 16.56' LT 694.39 SPRUCE ST (S) 1?6+00,00, 9.00' T 698.64 HIGHAN AVE _ 129+ RT 69q,29 SYCAMORE ST - W/ NITRILE GASKETS _ 146+65,00, 9 RT 703.35 DEFOREST AVE - W/ NITRILE GASKET 170+65,33, 0' FIT 694.75 MALL DR -RELOCATE HYDRANT TO 170+6 RT 180+63,00, 43,46' T 747 IST AV _ +85,00, 4 RT 708.41 IST V _ + LIST Mo oArE By Revisia oEscRiPriax LIST OF LIST OF WATER MAIN FITTINGS FITTINGS From Location9-22-09 To FOTH-2 6-13-05 Location LF Length Notes Size/Type Size/Type Weighs (lbs.) Notes 6" 2655 3+23.50, 3+89.50, 3+94.00, 4+29.00, 4+33.00, 4+39.00, 19.07' 14.48' 16.16' 23.61' 24.13' 24.78' LT RT RT RT RT RT 8" 45 BEND 8" 22.50 BEND 8" 22.50 BEND 8" 22.50 BEND 8" 22.5° BEND 8" X 6" TEE 55 46 46 46 46 80 _ _ _ LMR LMR -VERTICAL _ LMR -VERTICAL LMR -VERTICAL LMR -VERTICAL - LMR Fot 8+67.50, 26.00' RT 8" X 6" TEE 80 SYCAMORE ST LMR GASKETS 12+25.00, 26.00' RT 8" X 6" TEE 80 60 LMR - W/ NITRILE 12+38.00, 26.00' RT 8" X 6" TEE 80 12" X 6" TEE LMR SYCAMORE ST _ 12+38.00, 8.00' RT 6" 22.50 BEND 34 RT LMR -VERTICAL 115 12+38.00, 3.00' LT 6" 22.50 BEND 34 19.24' LMR -VERTICAL 6" SOLID SLEEVE (LONG) _ 12+38.00, 23.00' LT G" 22.5° BEND 34 LMR-HORIZONTAL/VERTICAL 22.44' RT _ 12+38.00. 33.00' LT 6" 22.50 BEND 34 LMR-HORIZONTAL/VERTICAL 180+56.71 42.81' 12+97.75. 26.00' RT 8" 22.50 BEND 46 SYCAMORE LMR -VERTICAL 180+70.00 13+04.00. 26.00' RT 8" 22.50 BEND 46 IST AVE LMR -VERTICAL 13+24.00. 26.00' RT 8" 22.5° BEND 46 LMR -VERTICAL "� C-) 13+30.75, 26.00' RT 8" 22.5° BEND 46 38 LMR -VERTICAL 1ST AVE 15+59.30 26.00' RT 8" X 6" TEE 80 8" 45° BEND LHR 15+59.30. 9.00' RT 6" 22.5° BEND 34 LT LMR -VERTICAL 248 15+59.30. 3.00' LT 6" 22.5° BEND 34 LMR -VERTICAL 15+59.30, 23.00' LT 6" 22.50 BEND 34 LMR -VERTICAL 15+59.30, 34.50' LT 6" 22.5° BEND 34 1 LMR -VERTICAL 16+56.75, 26.00' RT 8" 22.5° BEND 46 1 LMR -VERTICAL 16+60.00, 26.00' RT 8" 22.5° BEND 46 1 LMR -VERTICAL 16+80.00, 26.00' RT B" 22.5° BEND 46 1 LMR -VERTICAL 16+83.75, 26.00' RT 8" 22.50 BEND 46 1 LNR-VERTICAL 17+02.00, 26.00' RT 8" X 6" TEE 80 1 LHR 17+57.00, 26.00' RT 8" 22.5° BEND 46 LMR -VERTICAL 17+62.00, 26.00' RT 8" 22.5° BEND 46 062 -VERTICAL 17+82.00, 26.00' RT 8" 22.5° BEND 46 LMR -VERTICAL 17+87.50, 26.00' RT 8" 22.5° BEND 46 LMR -VERTICAL 20+27.00. 30.50' RT 8" X 8" TEE 90 LMR 20+29.00. 30.50' RT 8" 22.5° BEND 46 LMR -VERTICAL 20+38.50. 30.50' RT 8" 22.50 BEND 46 LMR -VERTICAL 20+51.50. 30.50' RT 8" 22.5° BEND 46 LMR -VERTICAL 20+62.00. 30.50' RT 8" 22.5° BEND 46 LMR -VERTICAL 20+81.00. 30.50' RT 8" X 8" TEE 90 LMR 20+81.00, 85.60' LT 8" SOLID SLEEVE (LONG) 52 LMR 21+60.00, 30.50' RT 12" X 12" TEE 165 LMR W/ NITRILE GASKETS 21+60.00, 30.50' RT 12" X 8" REDUCER 60 LIR W/ NITRILE GASKETS 24+72.00, 30.50' RT 12" X 6" TEE 115 LMR W/ NITRILE GASKETS 24+72.00, 45.00' LT 6" 22.50 BEND 34 LMR/KIRKWOOD COLLEGE SERVICE W/ NITRILE GASKETS 24+75.80, 54.00' LT 6" 22.50 BEND 34 LMR/KIRKWOOD COLLEGE SERVICE W/ NITRILE GASKETS 26+93.28, 30.50' RT 12" X 6" TEE I15 LMR W/ NITRILE GASKETS 27+52.00, 30.50' RT 12" 45° BEND III LMR W/ NITRILE GASKETS 27+93.63, 11.02' LT 12" 45° BEND 111 LMR W/ NITRILE GASKETS 28+39.41, 18.78' RT 8" SOLID SLEEVE (LONG) 52 LMR W/ NITRILE GASKETS 28+39.41, 18.78' RT 8" SOLID SLEEVE (LONG) 52 LMR W/ NITRILE GASKETS 39+00.94, 12.95' LT 12" 45° BEND III LMR 39+43.00, 29.00' RT 12" 450 BEND 111 LMR 40+61.76, 29.00' RT 16" X 16" CROSS 410 LMR 40+61.76, 29.00' RT 16" X 8" REDUCER 128 LMR 40+61.76, 29.00' RT 16" X 12" REDUCER 125 LMR 41+60.00, 30.56' RT 16" SOLID SLEEVE (LONG) 170 LMR 70+31.00 7.50' RT 6" SOLID SLEEVE (LONG) 36 FRANKLIN ST 70+51.10, 7.50' RT 6" 45 BEND 36 FRANKLIN ST 70+55.45, 12.00' RT 6" 22.5° BEND 34 FRANKLIN ST 70+66.12, 39.00' RT 6" 22.5° BEND 34 FRANKLIN ST 81+13.00. 16.00' RT 6" 45° BEND 36 ASH ST 101+08.79, 47.39' RT 6" 90° BEND 43 GINTER AVE 101+01.69, 47.18' RT 6" 45° BEND 36 GINTER AVE 100+82.00, 27.00' RT 6" 45° BEND 36 GINTER AVE 100+82.00, 22.00' LT 6" 45° BEND 36 GINTER AVE 95+63.75, 20.00' RT G" 22.5° BEND 34 PINE ST (NI 95+70.00, 17.41' RT 6" 22.5° BEND 34 PINE ST (NI 110+54.00, 20.00' RT 6" 22.5 BEND 34 SPRUCE ST (N1 110+62.31, 16.42' RT 6" 22.5 BEND 34 SPRUCE ST (NI 210+87.00 13.27' T 6" 45° BEND 36-1 FRIENDLY AVE _ -- 09!023 DESIGNED en S. SOVER$ Mo oArE By Revisia oEscRiPriax LIST OF OF WATER MAIN FITTINGS From Location9-22-09 To FL3-0 6 -13 -OS Location LF Length Notes Size/Type 4'lqht I Notes LNR 6" 2655 210+94.7 211+26.15 211+29.75 120+02.76 120+17.77 125+81.29 126+29.37 126+32.42 126+21.01 125+35.00 6.00' 6.00' 6.00' 17.78' 4.00' 22.59' 31.97' 39.46' 94.78' 29.82' LT LT LT LT LT LT LT LT LT RT 6" 450 BEND 6" X 6" TEE 6" 45° BEND _ 6" 22.50 SEND_ 6" 22.5° BEND 8" PLUG 8" 450 BEND 8" 450 BEND 8" 450 BEND _ _ 6" 45° BEND 36 60 36 34 34 26 55 55 55 36 _ FRIENDLY AVE FRIENDLY AVE _ FRIENDLY AVE SPRUCE ST S) SPRUCE ST (S) HIGHLAND AVE HIGHLAND AVE HIGHLAND AVE HIGHLAND AVE SYCAMORE ST - W/ NITRILE GASKETS Fot 125+37.00 28.00' RT 6" 45° BEND 36 SYCAMORE ST - W/ NITRILE GASKETS 6" 125+37.00 28.00' RT 12" X 6" REDUCER 60 SYCAMORE ST - W/ NITRILE GASKETS 125+51.65 28.00' RT 12" X 6" TEE 115 SYCAMORE ST - W/ NITRILE GASKETS 6" 125+98.74 28.00' RT 12" X 6" TEE 115 SYCAMORE ST - W/ NITRILE GA SS -' 125+98.74 19.24' RT 6" SOLID SLEEVE (LONG) 36 SYCAMORE ST - W/ NITRILE CASK 12" 131+94.46 22.44' RT 12" 45° BEND 111 SYCAMORE ST - W/ NITRILE GASK T- T 180+56.71 42.81' LT 16" 45° BEND 202 132+77 IST AVE SYCAMORE 6" 180+70.00 30.00' LT 16" 450 BEND 202 6" IST AVE 180+81.50 30.00' LT 16" X 8" TEE 248ST AVE "� C-) 180+81.50 44.00' RT 8" X 6" REDUCER 38 1ST AVE 183+13.30 95.12' LT 8" 45° BEND 55 IST AVE _ 183+15.00 30.00' LT 16" X 8" TEE 248 IST AVE TOTAL 6255 " 09!023 DESIGNED en S. SOVER$ Mo oArE By Revisia oEscRiPriax LIST OF WATER MAIN REMOVAL FOTH-7 From Location9-22-09 To Type Street Dia. LF Length Notes 2+95 28+39 CAST IRON LNR 6" 2655 4+00 CAST IRON FRANKLIN 6" 118 8+20 Fot CAST IRON ASH 6" 102 12+16 CAST IRON PINE (NORTH) 6" 43 12+96 IOWA CITY, IOWA CAST IRON PINE (SOUTH) 6" 82 15+57 CAST IRON SPRUCE (NORTH) 6" 77 17+73 CAST IRON SPRUCE (SOUTH) 6" 80 20+57 - MIDAMERICAN 8" 118 24+75 - KIRKWOOD 6" 77 39+00 DIP LMR 12" 45 38+32 40+62 CAST IRON LMR 16" 235 40+08 40+68 DIP LNR 6" 75 125+61 132+77 CAST IRON SYCAMORE 6" 750 146+71 151+50 CAST IRON DEFOREST 6" 490 TOTAL 4947 09!023 DESIGNED en S. SOVER$ Mo oArE By Revisia oEscRiPriax STP -U-3715(664)-70-62 r M. PROJECT oere, cMECAEo BY, S. sovERs DAT LOWER MUSCATINE ROAD IMPROVEMENTS IPROJECT CAD DATE. vnenoiz 9d)M6 AM ORA" en I I Fot h FROM KIRKWOOD AVENUE TO IS AVENUE I I C 18 I I GO PALE, q\CR\IE\2009\091023\LAR\Plana\091021COLNt IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF PAVEMENT MARKINGS (DURABLE) 108-22 108-224 LLO CY Broken Center CY Double Center Line (Yellow) Line (Yellow) PY No -Passing Zone Line (Yellow) W Broken Lane Line (White) LW Edge Line Right (White) LY Edge Lim Left (Yellow) LW Dotted Line (White) LW Solid Lane Line (White) HW Channelizing Line (White) HY Channellzing Llne (Yellow) LW Stop Line (White) BW Crosswalk Bar (White) LW Crosswalk Line (White) TY Yellow Curb TW White Curb LM Yield Line (White) Location I Length (In Stations) IdentRfi�catlon Station to Station L Side R BCY4 DCY4 NPY4 BLW4 ELW4 ELY4 OLW4 SLW4 CHW8 CHY8 SLW2 CBW6 CLW6 STYE TW6 LW2 Remarks LMR 1+86 - 17+55 x X 15.69 LMR 12+35 - 12+41 X % 0.3 LHR 17+55 - 18+98 x 1.43 LMR 17+55 - 18+98 X % 1.44 LMR 17+80 X x 0.05 LMR 17+99 X x 0.08 LMR 18+17 X % 0.08 LMR 18+35 x 0.07 LMR 18+53 x 0.06 LMR 18+71 x 0.05 LMR 18+90 % 0.02 ^> LMR 18+98 - 20+75 X 1.77 LMR I8+98 - 20+75 x 1.77 LMR 20+76 x x 0.28 _ LMR 20+81 x x 0.43 LMR 20+87 x x 0.48 SYC 132+65 x x 0.59 SYC 132+59 x X 0.49 SYC 132+55 132+55 X x 0.3 SYC 131+50 - 132+52 % 0.98 SYC 130+84 - 132+54 % 1.75 MIDAW IRK 160+42 - 161+38 X I MIDANK IRK 160+42 - 161+38 % x 0.96 MIDANKIRK 161+38 - 162+84 x x 1.47 MIDANKIRK 161+38 - 162+84 x 1.49 M IDAW IRK 161+61 % x 0.02 MIDANKIRK 161+80 X 0.03 M IDAW IRK 161+98 % 0.04 M IDAW IRK 162+16 % 1 0.04 M (DANK IRK 162+35 x 0.05 M [DANK IRK 162+54 x 0.03 M [DANK IRK 162+74 x 0.02 MIDAMKIRK 160+41 % 0.25 MIDAMKIRK 160+28 X x 0.53 MIDAMKIRK 160+36 % x 0.43 LMR 21+56 X x 0.47 LMR 21+64 X x 0.42 LMR 21+69 X X 0.27 LMR 21+70 - 22+45 X 0.75 LMR 21+70 - 23+20 x 1.5 LMR 23+20 - 26+40 x 3.2 LMR 23+50 - 26+40 x 2.9 LMR 23+50 - 26+40 x 2.9 L14R 23+50 - 26+40 x 2.9 LMR 26+97 - 27+72 X 0.75 LMR 26+97 - 28+47 x 1.5 LMR 28+47 - 31+54 x 3.07 LMR 28+77 - 31+84 x 3.07 LMR 28+77 - 31+54 X 2.8 LMR 28+77 - 31+54 x 2.8 LMR 31+84 - 33+65 x 1.81 LMR 32+74 - 33+65 x 0.91 LMR 33+65 x x 0.28 LMR 33+70 x x 0.46 LMR 33+76 x x 0.49 MALL DR 171+20 X 0.68 MALL OR 171+20 x 0.73 MALL OR 170+46 x % 0.28 MALL DR 170+38 x x 0.68 MALL OR 170+46 x X 0.57 L14R 33+81 - 34+62 X 0.81 LMR 33+86 - 34+55 X 0.69 LMR 34+20 X 1 0.73 LMR LMR 34+33 34+19 - 34+52 x X _ 0.73 0.33 _ PROJECT ND, 091Ozs OEECKIED sr, s. soysRs P ECT cors, cNECNED en S. sovERs CAD DATE, 7nas2D12 9,5741 AM ORAVN BY, CAD FlUI, %,\CR\IE\2009\091023\CAO\Plarn\09102].CDLMt x0 DATE sr rsvarax OssCRiRnoN Fot h FROM LOWER MUSCATINE ROAD IMPROVEMENTS KIRKWOOD AVENUE IOWA CITY,IOWA TO 1ST AVENUE STP -U-371516541-70.52 ESTIMATED PROJECT QUANTITIES T w' C.19 TABULATION OF PAVEMENT MARKINGS (DURABLE) 10822 0-19-04 CY Broken Center CY Double Center Line (Yellow) Line (Yellow) PY4 No-Passing Zone Line (Yellow) LW Broken Lane Line (White) LW Edge LY Edge Line Right (White) Line Left (Yellow) LW Dotted Line (White) LN Solid Lane Line (White) HW Channellzing Line (White) Y Channellzing Llne (Mellor) LW Stop Line (White) BW Crosswalk Bar (White) LW Crosswalk Line (White) TN White Curb TY Yellow Curb LW Yield Lim (White) Location Length (In Stations) Road Identification Station to Station Side L R BCY4 OCY4 NPY4 BLW4 ELW4 ELY4 OLN4 SLN4 CHNB CHYB SLW2 Cl3WG CLW6 STY6 STW6 YLW2 Remarks LMR 34+76 x x 0.51 LMR 34+82 x x 0.47 LMR 34+87 x x 0.3 LMR 34+88 - 35+68 x 0.8 LMR 34+88 - 36+48 x 1.6 LMR 36+48 - 37+87 x 1.39 LMR 36+78 - 37+87 X 1.09 LMR 36+78 - 38+17 x 1.39 LMR 36+78 - 37+87 x 1.09 LMR 38+17 - 40+37 x 2.2 LMR 39+27 - 40+37 x 1.1 LMR 40+38 x x 0.31 LMR 40+43 X x 0.56 - - - LMR _ 40+49 X x 0.63 - FIRST 181+40 - 184+01 x 2.61 'T FIRST 181+40 - 184+01 x 2.61 -" w-w FIRST 181+40 - 184+01 x x 2.61 _ FIRST 184+01 x 0.3 -- FIRST 184+06 x x 0.63 5 - FIRST 184+12 x x 0.69 FIRST 185+01 x x 0.66 FIRST 185+07 x x 0.58 FIRST 185+12 x 0.25 FIRST 185+14 - 187+75 x x 2.61 - FIRST 185+14 - 187+75 x 2.61 FIRST 185+14 - 187+75 x 2.61 LMR 41+44 x x 0.61 LMR 41+50 x x 0.55 LNR 41+55 x x 0.31 LMR 41+56 - 42+31 x 0.75 LMR 41+56 - 43+06 x 1.5 LMR 43+06.- 45+11 x 2.05 LMR 43+36 - 45+11 x 1.75 LMR 43+36 - 45+11 x 1.75 LMR 43+36 - 45+11 x 1.75 LMR 45+11 - 46+31 x 1.2 LMR 45+11 - 46+31 x 1.2 LMR 45+27 x x 0.18 LMR 45+47 x x 0.14 LMR 45+67 x x 0.11 LMR 45+87 x x 0.08 LMR 46+07 x x 0.04 KIRKWD PARK 22+50 x 15.05 PARKING LOT 1 27+50 x 0.95 PARKING LOT 2 29+00 x 3.06 PARKING LOT 3 37+60 x 0.24 EARL MAY PARK 43+00 x 10.46 MIDAM PARKING 201+43 x 12.23 LENGTH TOTALS 17.08 21.22 18.82 10.44 41.99 0 0 10.27 0 9.42 3.46 0.3 13.43 QUANTITY FACTORS 0.25 2 1 0.25 I 1 0.33 1 2 2 6 9 1 TOTALS 4.27 42.44 18.82 2.61 41.99 0 0 10.27 0 18.84 20.76 2.7 13.43 MJECT IA, o9lozo DESIrw<D RY, s. savERs PROJECT DATE, cxECRED Rr: s. savERs CAD DATE, 7/26/2DI2 957,47 AM oRAMN BY, CAD FILE, Xm%M\IE\2009\09ID2]\CAD\Pirn\D91ax3-CDLra Mo DATE er RETISIw oEsc. _ - �0� � LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE IOWA CITY, IOWA TO 1ST AVENUE STP-U-3715 854)-70.52 ESTIMATED PROJECT QUANTITIES 1 C.20 TABULATION OF PAVEMENT MARKING SYMBOLS AND LEGENDSs29 < 'e 98 ROAD IDENTIFICATION LMR LMR LOCATION STATION SIDE 19+75 LT/RT 20+50 LT/RT � � _ I V > '/`` pp STOP , AHEAD ONLY SCH00� RING � REMARKS LMR 21+95 LT/RT _ I LMR 22+70 LT/RT 1 LMR 24+84 LT/RT I LMR 25+02 LT/RT 1 LHR 27+22 LT/RT I LMR 27+97 LT/RT I LMR 29+25 LTAT I LMR 29+43 OAT 1 LMR 30+88 LT/RT I LMR 31+06 LT/RT I LMR 32+64 LT/RT I LMR 33+39 LT/RT I LMR 34+27 RT I M LMR 34+40 RT 1-�J LMR 35+13 LT/RT 1 LMR 35+88 LT/RT 1 LMR 37+23 LT/RT 1 LMR 37+41 LT/RT I - R� LMR 39+37 LT/RT I - LMR 40+12 LT/RT I LMR 41+81 LT/RT I LMR 42+56 LT/RT I LMR 43+81 LT/RT I LMR 43+99 LT/RT 1 SYC 131+65 LT/RT I SYC 132+27 LT/RT I MIDAM - KIRK 160+65 LT I MIDAM - KIRK 160+67 LT I MIDAM - KIRK 161+23 LT I MALL 170+76 LT 1 KIRKWD PARKING 4 ERL MAY PARKING 2 MIDAM PARKIMGI 3 TABULATION OF DETOUR PAVEMENT MARKINGS F21FIE MODIFIED BCY4 Broken Center OCYI Oo161e Center Line (Yellow) Llne (Yellow) NPY4 No -Passing Zone Lim (Yellow) BLW4 Broken Lane Line (White) ELW4 Edge Line Right (White) ELY4 Edge Line Left (Yellow) DLW4 Dotted Line (White) SLW4 Solid Lane Line (White) Calve Channellzing Line (White) CLAYS Channelizing Line (Yellow) SLW2 Stop Line (White) CLW6 Crosswalk Lim (White) eTY6 Yellow Curb YLW2 BTW6 White Curb DOr4 Yield Lim (White) Double Dotted Line (Yellow) Location Length (In Stations) Road Identification Station to Station Sit ee BCY4 DCY4 L R NPY4 ELW4 9ELY4 DLW4 9CHWB CHYB e e 8 6 eSPW6 YLW2 ODY4 Remarks LMR SB LANES 21+05 - 48+42 K K 27.37 54.72 DETOUR 1017+70 - 1048+42 X X 30.72 61.44 WINTER MARKING 29+07 - 33+34 X K 9.4 7 9.4 2011 TAPER 27+32 - 34+07 4.49 9.98 2012 TAPER 31+80 - 35+31 3.23 6.74 LENGTH TOTALS 9.4 65.81 0 0 139.88 9.4 1 0 0 0 0 0 QUANTITY FACTORS 0.25 1 1 0.25 1 1 0.33 1 2 2 6 1.5 TOTALS 2.35 131.62 0 0 139.88 9.4 0 0 0 0 0 PROJECT NOT 091023 DESIGNED By. S. Sm'EAS PROJECT OATEN DESIGNC BY, S. sOVERs CAD DATE, 726/2012 467,48 AN DRAWN SY. CAO FILE, x,vCR\lE2o \N]023NCADWI.\091023.Col.+n NC DAVE BY REVISION OESCRIPTIOI Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE IOWA CITY, IOWA TO 1ST AVENUE STP -U•371518541-70-52 ESTIMATED PROJECT QUANTITIES SHEET M. C.21 PCC PAVEMENT TABULATION FOTH-9 MOOIF IED Location Station to Station Route Side (RT/LT) Length Iftl Width fftl N f i J ry g 1 PCC PAVEMENT TABULATION FOTH-9 TABULATION MODIFIED Location Side Length Width Area Subbase Station to Station Route (RT/LT) (ft) (ft) (sy) 9 INCH PCC PAVEMENT TABULATION Lover Muscat Ina Road I+65.9 17+70 Lower Muscatine C 1584.09 31 5456.31 1085.4 _ 17+70 I8+45 Lower Muscatine C 75 36 300 58.33 16+45 40+69.91 Lover Muscatine C 2224.9 41 10135.66 1936.49 41+15.0 45+10.9 Lower Muscatine C 395.88 41 1803.45 322.57 5 45+10.9 46+31 Lower Muscatine C 120.14 33 440.51 80.09 Sycamore Lower Muscatine Subtotal 18135.93 3482.88 66.5 35 258.61 Franklin Street 0 70+06.0 71+08.1 Franklin C 102.10 25 283.61 58.61 S camore West Rad ms Frankl m LT 7.09 1.18 123.5 East Radius Frankl In RT 19.03 3.17 507.72 Franklin Subtotal 309.73 62.97 Radius 5 canore Li Ash Street 22.07 80+97.0 81+77.7 Ash C 80.7 25 224.17 46.33 FNht us West Radius Ash LT 1.39 0.23 5 camore East Radius Ash RT 32.24 5.37 Ash Subtotal 202.24 40.45 32.97 5.49 6 130.25.2 5 camoref atchl Ginter Avenue 100+45.3 101«12,5 Ginter Ave C 67.2 25 186.67 38.58 100.22 North Radius Ginter Ave LT 27.88 4.65 9 South Radius Ginter Ave RT 5.73 0.96 Samore(atchl Ginter Subtotal 2211.28 M.18 100.22 16.7 0 Pine Street South Sycamore(patch) 88+76.9 89+70.3 Pine South C 93.36 25 259.33 53.6 East Rad los Pine South RT 32.08 5.35 193.5 Pine South Subtotal 291.41 SB.W Pine Street North 9522.0 96+09.0 Pine North C 87 25 241.67 49.94 West Rad los Pine North LT 55.64 9.27 East Rad los Pine North RT 1.46 0.24 Sycamore Pine North Subtotal 296.17 59.46 821.37 158.01 rote Street North 110+15.5 110+79.8 nice North C 64.3 25 178.61 36.91 West Ulu,Spruce North LT 5.37 0.69 East Rad los Spruce North RT 5.37 0.69 Highland Avenue ace North Subtotal 189.34 38.7 Spruce Street South _ 120+22.5 121+03.3 Spruce South C 80.8 25 224.44 46.39 East Radius Spruce South RT 32.24 5.37 125.80.4 Sp -me South Subtotal 256.69 51.76 Highland Friendly Avenue 86.7 210+81.5 211+37.5 Friendly C 56 25 155.56 32.15 317.9 North Radius Friendly LT 24.14 4.02 North Radius South Radius Friendly HI Mand LT 12.52 2.6131 - . 9, South South Radius Highland RT 9.69 1 F Highland Subtotal 340.11 6fi 3 PROJECT N0: 891023 JESIGNED BY: S. SOVERS PROJECT DATE. CHECKED BY: S. SOVERs CAD DATE: 7/26/2012 957:48 -nn DRAWN By, CAD FILE: %+\CRVE\2009\09102]\CAO\Pram\091023_CDLaM NO DATE BY REVISION DESCRIPTION Foth LOWER FROM MUSCATINE KIRKWOOD AVENUE IOWA ROAD IMPROVEMENTS TO 1 ST CITY, IOWA AVENUE STP ESTIMATED -U-371516541--70-52 PROJECT QUANTITIES 150.48.7 151+49.6 SHEET N0. C.22 C 100.92 25 280.33 57:9:4 PCC PAVEMENT TABULATION FOTH-9 MOOIF IED Location Station to Station Route Side (RT/LT) Length Iftl Width fftl Area Isyl Subbase 9 INCA PCC PAVEMENT TABULATION 5 131+50.0 Sycamore C 66.5 35 258.61 50.49 0 132+73.5 S camore C 123.5 37 507.72 98.34 Radius 5 canore Li 22.07 3.68 FNht us 5 camore RT 32.97 5.49 6 130.25.2 5 camoref atchl C 100.22 16.7 9 127*87.D Samore(atchl C 100.22 16.7 0 126+07.9 Sycamore(patch) C 193.5 32.25 Sycamore Subtotal 821.37 158.01 Highland Avenue 125.80.4 126.67.1 Highland C 86.7 33 317.9 62.62 North Radius HI Mand LT 12.52 2.6131 - . 9, South South Radius Highland RT 9.69 1 F Highland Subtotal 340.11 6fi 3 DeForest Avenue " , 150.48.7 151+49.6 Deforest C 100.92 25 280.33 57:9:4 North Radius DeForest LT 7.09 I.1'B South Radius DeForest RT 19.03 3.17- DeForest Subtotal 306.45 62.29 Mall Drive 170+22.0 171+20.0 Mall C 98 41 446.44 85.3 North Radius Mall LT 34.76 5.79 _ South Radius Mall RT 87.99 14.66 Mal Drive Subtotal 569.19 105.75 1st Avenue 183+52.7 185+14.4 1st Avenue C 161.7 45 895.6 169.2 Northwest Radius 1st Avenue L7 59.27 9.9 Southwest Radius 1st Avenue RT 62.59 10.4 Northeast Radius 1st Avenue LT 104.89 17.48 Southeast Radius 1st Avenue RT 80.21 13.37 1st Ave Subtotal 930.36 173.03 Total 9' Pav In 23199.9 Tota 6" Subbase 4693.3 RT 5.71 0.95 Fr endl Ave Subtotal 185.41 37.12 PCC PAVEMENT TABULATION FOTH-9 MOOIF IED Location Station to Station Route Side (RT/LT) Length Iftl Width fftl Area Isyl Subbase 9 INCA PCC PAVEMENT TABULATION 5 131+50.0 Sycamore C 66.5 35 258.61 50.49 0 132+73.5 S camore C 123.5 37 507.72 98.34 Radius 5 canore Li 22.07 3.68 FNht us 5 camore RT 32.97 5.49 6 130.25.2 5 camoref atchl C 100.22 16.7 9 127*87.D Samore(atchl C 100.22 16.7 0 126+07.9 Sycamore(patch) C 193.5 32.25 Sycamore Subtotal 821.37 158.01 Highland Avenue 125.80.4 126.67.1 Highland C 86.7 33 317.9 62.62 North Radius HI Mand LT 12.52 2.6131 - . 9, South South Radius Highland RT 9.69 1 F Highland Subtotal 340.11 6fi 3 DeForest Avenue " , 150.48.7 151+49.6 Deforest C 100.92 25 280.33 57:9:4 North Radius DeForest LT 7.09 I.1'B South Radius DeForest RT 19.03 3.17- DeForest Subtotal 306.45 62.29 Mall Drive 170+22.0 171+20.0 Mall C 98 41 446.44 85.3 North Radius Mall LT 34.76 5.79 _ South Radius Mall RT 87.99 14.66 Mal Drive Subtotal 569.19 105.75 1st Avenue 183+52.7 185+14.4 1st Avenue C 161.7 45 895.6 169.2 Northwest Radius 1st Avenue L7 59.27 9.9 Southwest Radius 1st Avenue RT 62.59 10.4 Northeast Radius 1st Avenue LT 104.89 17.48 Southeast Radius 1st Avenue RT 80.21 13.37 1st Ave Subtotal 930.36 173.03 Total 9' Pav In 23199.9 Tota 6" Subbase 4693.3 -71 NO GATE BY REVISION CESCRIPTION PCC PAVEMENT TABULATION TABULATION FOTH-10 FOTH-9 MODIFIED Location Station to Station Side (RT/LT) Route Side MULTI Length (ft) Width (ft) Area (sy) Subbase 8 INCH PCC PAVEMENT TABl1LATION Lam- - I Remarks 18+73 19+18 RT DETOUR PAVEMENT WOOD BOARD C.23 TYRON/RELLIHAN PROPERTY -REMOVE AND REINSTALL 18+73 19+23 1018+45 1033+97 Mid -American North Drive LT 1552 22 3750 19+23 1034+94 1040+16 200+20.5 202+98.5 Mid am North C 278 25 772.22 159.59 North Radlu Mid am North LT 1310 LINK 14.86 2.48 South Radiu Mid am North RT CHAIN LINK 28.11 4.69 Lower Muscatine LT Mid-11wricari N,rth Drive Subtotal 815.2 166.76 CHAIN LINK MIOAM - CHAIN LINK W/ HIGH SECURITY FENCE 14+34 Mid -American Entrance Lower Muscatine LT 79 VARIES 50 LAR TRANSITION 220+01.1 1 220+73.8 Mid am Entrance C 72.6 25 229.8 41.7 1030+00 Lower Muscatine LT 50 M American Entrance 229.8 41.7 'n -. Mld-Amer can/Kirkwood Entrance Total 6770 160+20.5 161+38.0 Mid Am/Kirkwood C 117.5 37 483.06 93.56 161+38.0 163+18.0 Mid Am/Kirkwood C 180 31 620 123.33 163+18.0 165+20.5 Mid Am/Kirkwood C 202.5 25 547.03 116.25 North Radlui at LMR Mid Am/Kirkwood LT 14.86 2.48 South Radiu at LMR Mid Am/Kirkwood RT 27.4 4.6 North Radlu at Connection Mid Am/Kirkwood LT 22.18 3.7 South Radius at Connect Mid Am/Kirkwood RT 163.81 27.3 Includes Tie in Mid American/Kirkwood Subtotal 1692.3 340.2 Mid -American L000 500+14.5 501+41.1 Mid am Loop C 126.64 12 168.85 42.21 Northeast R thus Mid am Loop LT 4.76 0.79 Northwest R thus Mid am Loop RT 45.92 7.65 Southwest R dius Mid am Loop LT 6.63 1.11 Southeast R dius Mid am Loop LT 2.36 0.39 Mid Amer scan I= Subtotal 173.62 43.01 Mid -American Tower 230+12.5 230+59.6 Mid am Tower C 47.1 12 62.8 15.7 West Radius Mid am Tower LT 15.49 2.58 East Radius Mid am Tower RT 39.44 6.57 Mid American Tower Subtotal 117.73 24.86 Mid-Amerlcan Yard 400+12.5 401+27.0 Mid am Yard C 114.5 25 318.06 65.73 West Radius Mid am Yard RT 36.16 6.36 Mid American Yard Subtotal 356.21 72.09 MldAmerlcan Storage Yard For Wall Construction Intersectior of LMR and MIdA rican Kirkwood 1758.3 293.1 MIdAn rican Stor3ge Yard 1758.3 293.1 Total " Paving 5143.2 Tol5l6" Subbase 981.6 6 INCH PCC PAVE ENT TABULATIDN Kirkwood Parkinc Lot 1541.4 171.3 MiclAnerlcan Enerav Parking Lot 2530.2 281.1 Total " Paving 4071.6 _ _ Totel4" Subbase 452.4 - Grand Total Subbase 6127.3 -71 NO GATE BY REVISION CESCRIPTION DETOUR PAVEMENT TABULATION TABULATION OF FENCE FOTH-10 MODIFIED Location Station to Station Route Side (RT/LT) Length (ft) Width (ft) Area (BY) Subbase Type PROJECT 0>1E: CAD OATEi 712612012 467.40 AM DRAWN BY. CHECKED BY, S. SOVERSFoth17/ Lam- - I Remarks 18+73 19+18 RT DETOUR PAVEMENT WOOD BOARD C.23 TYRON/RELLIHAN PROPERTY -REMOVE AND REINSTALL 18+73 19+23 1018+45 1033+97 Lower Muscatine LT 1552 22 3750 19+23 1034+94 1040+16 Lower Muscatine LT 522 22 1300 &CHWAIGERT PROPERTY -TEMPORARY CHAIN LINK 1041+42 1048+36 Lower Muscatine LT 694 22 1310 LINK RASE 2 STAGE 2A 162+34 164+33 LT 297 8 FT CHAIN LINK 18+62 20+12.62 Lower Muscatine LT 151 1 VARIES 130 ^� RASE 2 STAGE 3B CHAIN LINK MIOAM - CHAIN LINK W/ HIGH SECURITY FENCE 14+34 20+12.62 Lower Muscatine LT 79 VARIES 50 LAR TRANSITION 1029+00 1030+00 Lower Muscatine LT 50 41 230 'n -. Total 6770 i -71 PROD E.( -. DESIGNED BY, S. SOVERS NO GATE BY REVISION CESCRIPTION TABULATION OF FENCE STP -U-3715(6541-70-52 S ET NO. FOTH-8 6 -13 -OS Station to Location Station Side Length (Ft.) Type PROJECT 0>1E: CAD OATEi 712612012 467.40 AM DRAWN BY. CHECKED BY, S. SOVERSFoth17/ Lam- - I Remarks 18+73 19+18 RT 57 WOOD BOARD C.23 TYRON/RELLIHAN PROPERTY -REMOVE AND REINSTALL 18+73 19+23 RT 51 4 FT VINYL COATED CHAIN LINK TYRON/RELLIHAN PROPERTY -TEMPORARY CHAIN LINK 19+23 19+95 RT 72 4 FT VINYL COATED CHAIN LINK &CHWAIGERT PROPERTY -TEMPORARY CHAIN LINK 19+23 19+95 RT 113 4 FT VINYL COATED CHAIN LINK SCHWAIGERT PROPERTY -CHAIN LINK 162+34 164+33 LT 297 8 FT CHAIN LINK MIOAM -TEMPORARY CHAIN LINK 162+31 164+33 LT 366 8 FT CHAIN LINK MIOAM - CHAIN LINK W/ HIGH SECURITY FENCE PROD E.( -. DESIGNED BY, S. SOVERS NO GATE BY REVISION CESCRIPTION STP -U-3715(6541-70-52 S ET NO. - LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT 0>1E: CAD OATEi 712612012 467.40 AM DRAWN BY. CHECKED BY, S. SOVERSFoth17/ Lam- - I FROM KIRKWOOD AVENUE TO 1ST AVENUE C.23 CAD FILET WnCRUEA2W \ORIa23\WD�Piam\ORIO23-01.R t IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES Road I Statim to Station Identification Laver Muscatine 6+ SIDEWALKS See MI -220 and S Sheets 4" PCC 6" PCC Side I Sidewalk I Sidewalk A See Sheet C.26 -C.27 for Curb Ramp Tabulation Remarks PROJECT NO. 091023 DESIGNED BY: S. BUYERS No 1 Nis BY REVISION DEBLAIPTION SIDEWALKS■ See MI -220 and S Sheets See Sheet for Tabulation Curb Ramp TabWatim 3-1 04-17-12 Road Identification Statim to Statim Side 4" PCC Sidewalk Sy 6" PCC Detectable Sidewalk Warnings ■ SY SF LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 'I ST AVENUE Remarks Oft. Wide Sidewalk CAD FILE. K:\CN\IE\2009\091023\CAD\Plr\091023-COI.et IOWA CITY. IOWA Lower Muscatine 2+00.07 2+08.07 LT 3.56 Lower Muscatine 2+18.07 2+26.07 LT 3.56 Lower Muscatine 2+60.69 2+68.69 LT 3.56 Lower Muscatine 2+86.9 3+71.9 LT 44.32 Sidewalk not parallel to Centerline Lower Muscatine 3+71.9 3+91.12 LT 15.25 Transition from 4' wide to 8' Wide Lower Muscatine 4+13.7 LT 3.41 Sidewalk from LMR curb to 8' Sidewalk Lower Muscatine 1+83 2+13.1 RT 13.38 Lower Muscatine 2+23.1 2+73.7 1 RT 22.51 Lower Muscatine 2+84.14 2+93.5 RT 4.28 Lower Muscatine 3+03.42 3+59.3 RT 22.26 Sidewalk not parallel to Centerline Lower Muscatine 4+12.05 4+76.22 RT 26.04 Lower Muscatine 4+86.22 5+29.9 RT 19.42 Lower Muscatine 5+40.22 6+01 RT 27.02 Lower Muscatine 6+17 6+69.8 RT 23.47 Lower Muscatine 6+87.8 7+94.93 RT 47.62 Lower Muscatine Ash/LMR Int. NW Corner RT 9.45 Connection to West Ash Sidewalk Lower Muscatine Ash/LMR Int. SW Corner RT 7.87 1 Connection to East Ash Sidewalk Lower Muscatine 8+57 10+23.4 RT 73.96 Lower Muscatine I0+35.4 I2+40 RT 90.94 Ginter 100+75 101+04.6 LT 13.13 Ginter 100+63.9 101+05.7 RT 18.65 Pine South 89+05.0 89+27.2 LT 9.87 Pine South 89+15.0 89+34.7 RT 10.29 Lower Muscatine 13+03.1 15+20.3 RT 96.3 Lower Muscatine 15+37.3 16+82.4 RT 64.49 Friend) 210+81.5 211+20.5 LT 17.34 Friendly 210+81.5 211+27.4 RT 20.41 Spruce South 120+03.0 120+69.0 LT 29.34 Lower Muscatine 17+62.1 20+86.3 RT 144.09 Lower Muscatine 21+64.0 22+09.2 RT 20.09 Lower Muscatine 22+21.2 23+54.0 RT 59.03 Lower Muscatine 23+66.0 23+82.2 RT 7.2 Lower Muscatine 24+06.2 24+41.9 RT 15.87 Lower Muscatine 24+62.9 25+12.9 RT 22.23 Lower Muscatine 25+30.9 26+44.5 RT 50.49 Lower Muscatine 26+94.8 27+72.6 RT 34.58 Lower Muscatine 27+72.6 27+92.6 RT 11.12 First Ave 185+05.5 185+28.7 LT 12.35 Sidewalk Around Radius, Width Varies First Ave 185+28.7 185+54.3 LT 11.88 First Ave 185+05.7 185+54.4 RT 21.28 Sidewalk from Ped Ramp to End of Construction Lower Muscatine 40+41.5 40+52.8 RT 11.32 Sidewalk on Radius between Ped Ramps Lower Muscatine 41+39.7 41+51.1 LT 11.33 Sidewalk on Radius between Ped Ramps Lower Muscatine 41+37.7 41+50.7 RT 11.09 Sidewalk on Radius between Ped Ramps Lower Muscatine 41+51.1 42+47.4 LT 43.84 Sidewalk from Ped Ramp to Approach Lower Muscatine 41+50.7 42+50.7 RT 45.12 Lower Muscatine 42+77.0 44+33.3 LT 69.47 Lower Muscatine 42+72.7 44+28.9 RT 69.43 Lower Muscatine 44+59.5 45+25.6 LT 29.38 Lower Muscatine 446+3.9 44+97.1 RT 14.76 Lower Muscatine 45+24.3 45+31.5 RT 3.2 Franklin 70+26.0 71+04.1 LT 34.72 Franklin 70+26.0 70+80.5 RT 25.24 Sidewalk not parallel to Centerline Pine North 95+73.3 96+09.0 LT 16.83 Sidewalk not parallel to Centerline Pine North 95+20.8 96+09.0 RT 39.21 Spruce North 110+31.0 110+55.1 LT 16.83 Spruce North 1 110+31.0 110+55.1 RT 18.24 Mldam North Ent. 200+36.0 200+73.2 LT 16.54 Midam North Ent. 200+96.3 203+08.4 LT 94.27 Sycamore 130+64.2 130+81.4 LT 7.65 Sycamore 130+97.4 131+81.2 LT 37.25 Sycamore 132+28.9 132+66.4 LT 18.99 Sidewalk not parallel to Centerline Deforest 145+66.8 145+98.2 RT 13.96 DeForest 146+55.2 147+62.8 RT 54.37 Sidewalk Around DeForest Radius DeForest 147+71.7 148+44.9 RT 32.54 DeForest 148+61.9 148+82.7 RT 9.25 DeForest DeForest 148+92.7 149+55.3 149+45.3 150+08.9 RT RT 23.38 23.83 Road I Statim to Station Identification Laver Muscatine 6+ SIDEWALKS See MI -220 and S Sheets 4" PCC 6" PCC Side I Sidewalk I Sidewalk A See Sheet C.26 -C.27 for Curb Ramp Tabulation Remarks PROJECT NO. 091023 DESIGNED BY: S. BUYERS No 1 Nis BY REVISION DEBLAIPTION STP-U-37151e54N4as2 SHEET NO. PROJECT DATE. CHECKED BY: S. BOYERS CAO DATE: 7/26/2012 9:57.49 AM DRAWN BY. Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 'I ST AVENUE C.24 CAD FILE. K:\CN\IE\2009\091023\CAD\Plr\091023-COI.et IOWA CITY. IOWA ESTIMATED PROJECT QUANTITIES DRIVE I, 1.5" DROPPED CURB, 6+09.00 RT POINTS OF ACCESS 64.6 1 FDL 1 1 11.3 CASE 2 1 DRIVE L. POINTS OF ACCESS ruin -Lc 6 -13 -OS is 1 10 1 12.4 1 13.6 13.1 6 -13 -OS Z uN lvt ww i.r umrrcU a=- Location Drlveva Removal Nev Construction 1 COMPLETE CLOSURE 211.2 Location Ori vevay Removal New Construction 17+93.7 Station Side Curb Opening Mldth 0 FYaDe of Sidewalk Skev P.C.C. OM3 A OIITEA HMA MODIFIED fYPe IS 22.3 Remarks Curb Station Side Opening Width 0 Face of Sidewalk Skew P.C.C. GRB & GUIIEA HMA MODIFIED Type Remarks IftI @J (SY) (SY) (LF) (SY) (CYI (ft.) (ft.) (SY) (SY) (LF) (SY) SUBBASE (CY) EXISTING DRIVE I, 1.5" DROPPED CURB, 6+09.00 RT 1 22 16 1 64.6 1 67.7 1 1 11.3 CASE 2 1 DRIVE L. 1.5" DROPPED CURB 7+91.2 LT is 1 10 1 12.4 1 13.6 13.1 1 Z.3CASt Z uN lvt ww i.r umrrcU a=- 6+68.00 LT 21 15 1 COMPLETE CLOSURE 211.2 35.2 CASE 2 JORIVE M. 1.5" DROPPED CURB 17+93.7 RT 17 11 16.1 22.3 3.7 CASE 2 DRIVE X% 1.5" DROPPED Ca - EXISTING SURFACE IS GRAVEL +49.7 LT 16 10 12.q 13.6 IB 2.3 CASE 2 DRIVE YY " DROPPED C 6+78.84 RT 24 18 93.14 100.5 16.7 CASE 2 JORIVE N. 1.5" DROPPED CURB 128+6q.6 RT 20.5 14.5 24.1 4.7 CASE 2 DRIVE ZZ 1.5" DROPPED 7+28.77 LT 22 16 30 59.6 9.9 CASE 2 DRIVE 0, 1.5" DROPPED CURB 9+06.3 LT 18.5 12.5 15.7 16.1 20.5 .7 CASE 2 DRIVE AAA 'N " DROPPED Cl..,. 7+83.87 LT 23 17 62.6 67.9 11.3 CASE 2 DRIVE P, 1.5" DROPPED CURB 129+44.9 RT 16.5 10.5 15.6 21.4 18.5 3.6 CASE 2 D@ -13" DROPPED cl' 8+82.01 LT 18 12 38.6 45.6 7.6 CASE 2 DRIVE 0, 1.5" DROPPED CURB 129+65.6 T 9 12.5 V .1 CASE 2 ORV CCC 5" DR fL'n-, 10+29.38 RT 18 12 66.1 11 CASE 2 DRIVE R, 1.5" DROPPED CURB 130+26.7 T 6 1 .3 13. CASE 2 DR V " SFT" DROP EXISTING SURFACE IS GRAVEL 130+89.4 LT 22 16 50.8 57 q.6 CASE 2 UR OROPPSO, Cum, 12+93.91 ¢.00 v0 LT or 28 oo 22 n 60.9 a0 v 74.9 ao e 12.5 o n CASE 2 rmr o DRIVE S, nDurr T 1.5" DROPPED CURB , c„ nonoorn rIIDD nrr,.nrrr PROJECT N0, 091023 DESIGNED BY: S. SOVERS PROJECT DATE, CHECKED BY: S. SOVERS CAD DATE: 7/26/2012 95749 AM DRAWN BY, CAO FILE. %,\Oi\IE\2009\091023\CAO\Plane\091023_Col.eht DROPPED CURB Y. I ALL DRIVE & PARKING LOT REMOVALS, PROPOSED CURB AND GUTTER AND 6" IMI 1.9 1 UMIYL JJ, MAUII = IJ 1.1 CASE 2 DRIVE KK, 1.5" DROPPED CURB, INCLUDES ALL DRIVE & PARKING LOT REMOVALS, PROPOSED CURB AND CUTER AND 6" H A PAVEMENT FROM IST ST. TO LMR STATION 43+63. SEE SHEET L.13 FOR LOCATION OF CURB AND GUTTER AND 6" IIIA PAVEMENT. 7.7 CASE 2 DRIVE LL. RADII = 15' 5.4 CASE 2 DRIVE MM, 1.5" DROPPED CURB. INCLUDES ALL DRIVE & PARKING LOT REMOVALS AND PROPOSED CURB AND GUTTER AND 6" HMA PAVEMENT FROM LMR STATION 43+63 TO 44+64.(END OF PARKING LOT CONSTRUCTION(. SEE SHEET L.13 FO LOCATION OF ' =':" GUTTER AND 6" MA PAVEP".-. Foth TABULATION DRIVE 88, RADII = IS', INCLUDES REMOVALS AND PAVEMENT FOR BOTH EXIST. DRIVE AND PARKING LOT Refer to Section 2516 of the Stallard Speciflfallomn STATION CLOSURE TYPE RoadHazard REMARKS Ot. Ot. DRIVE CC, RADII 20' 1 COMPLETE CLOSURE DRIVE DO, RADII 15', INCLUDES REMOVALS, HMA AND CURB AND GUTTE FOR STRIP MALL PARKING LOT RECONSTRUCTION. SHEET L.09 FOR LIN] OF HMA AND CURB AND GUTTER. ] CLOSED TO THRU TRAFFIC ASH ST 81+00 1 CLOSED TO THRU TRAFFIC PINE ST N 96+25 2 DRIVE EE, 1.5" DROPPED CURB 2 DRIVE CC, RADII = 35' 2 DRIVE GG, 1.5" DROPPED CURB 2 DRIVE HH, 1.5" DROPPED CURB, INCLUDE ALL DRIVE & PARKING LOT REMOVALS, PROPOSED CURB AND GUTTER AND 6" IMI 1.9 1 UMIYL JJ, MAUII = IJ 1.1 CASE 2 DRIVE KK, 1.5" DROPPED CURB, INCLUDES ALL DRIVE & PARKING LOT REMOVALS, PROPOSED CURB AND CUTER AND 6" H A PAVEMENT FROM IST ST. TO LMR STATION 43+63. SEE SHEET L.13 FOR LOCATION OF CURB AND GUTTER AND 6" IIIA PAVEMENT. 7.7 CASE 2 DRIVE LL. RADII = 15' 5.4 CASE 2 DRIVE MM, 1.5" DROPPED CURB. INCLUDES ALL DRIVE & PARKING LOT REMOVALS AND PROPOSED CURB AND GUTTER AND 6" HMA PAVEMENT FROM LMR STATION 43+63 TO 44+64.(END OF PARKING LOT CONSTRUCTION(. SEE SHEET L.13 FO LOCATION OF ' =':" GUTTER AND 6" MA PAVEP".-. Foth TABULATION OF SAFETY CLOSURES 108-13A laze -97 Refer to Section 2516 of the Stallard Speciflfallomn STATION CLOSURE TYPE RoadHazard REMARKS Ot. Ot. LMR 1+75 1 COMPLETE CLOSURE FRANKLIN ST 70+10 ] CLOSED TO THRU TRAFFIC ASH ST 81+00 1 CLOSED TO THRU TRAFFIC PINE ST N 96+25 1 COMPLETE CLOSURE GINTER AVE 100+30 1 COMPLETE CLOSURE LMR 12+83 1 COMPLETE CLOSURE LMR 12+60 1 COMPLETE CLOSURE PINE ST S 88+60 1 CLOSED TO THRU TRAFFIC SPRUCE ST N 111+00 1 COMPLETE CLOSURE FRIENDLY AVE 210+64 1 COMPLETE CLOSURE SPRUCE ST S 120+11 1 CLOSED TO THRU TRAFFIC LMR 20+31 1 COMPLETE CLOSURE HIGHLAND AVE 125+70 1 COMPLETE CLOSURE SYCAMORE ST 130+72 I COMPLETE CLOSURE DEFOREST AVE 150+42 1 COMPLETE CLOSURE LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 ESTIMATED PROJECT QUANTITIES TREE PROTECTION STEEL BEAM GUARDRAIL AT SIDE OBSTACLE Refer to BA -200, BA -201, BA -203, BA -205, BA -206, BA -251. BA -252, SI -172 and SI -173. LOCATION NO. 108 -SB 04-20-10 I Location 5+89 41' LT Layout Lengths Dellneators and Object Markers Bid Items 02 I Q Lane(s) to vhIch the obstacle Is adjacent. 02 See Standards for list of materials Remarks Xde O No. fi �_ Station Offset 00 Feet Approach Side OA Trailing Side ( Delineator Object Marker Standard Steel End Culvert End Beam Spanning Type Type I Type 2 Type 3 Terminal GuardralI Anchor Adapter ET VTVFA VTIVTO VT k VFT VT2T ET al Terminal 150.0'1 Nhite OM2 -2V OM -3L OM -JR BA -205 BA -200 BA -203 BA -206 Lin. Ft.Lln. Ft. LIn. Ft. Lin. Ft. Lin. Ft. Lin. Fl.lin. Ft. LIn. Ft. LIn. Ft. No. No. Lin. ft. No Na. I 181+45.50 26.5' LT I O Number Number Number Required 107 2 I IST AVENUE GUARDRAIL TREE PROTECTION FOTH-13 LOCATION NO. REMARKS 3+12 37' RT I FOTH 5+89 41' LT 1 AND RETAINING WALL 6+26 37' RT I PCC Sidewalk Sq. Ft. 6+60 38' RT 1 LOCATION 7+00 38' RT I STEPS 7+46 40' LT 1 STEEL 8+47 45' LT I StationSlde 8+65 34' LT I O Number Number Number Required 9+46 34' RT I Lbs. 10+00 41' RT I SE Corner of Lower Muscatine and Franklin, Crossinq Franklin 13+33 39' LT i 3 13+91 41' LT I NA 14+28 35' LT 1 10 14+72 44' LT I 5+97 15+55 35' RT 1 2.16 15+78 47' LT 1 NA 0.85 16+08 39' LT 1 1 4 16+33 44' LT I RT 16+86 38' LT I I 1 NA _ 17+08 38' LT 1 24.5 17+60 84' RT I CASE I 17+83 49' AT I 4 18+68 44' RT I NA 25+35 50' LT I 10 26+18 40' RT 1 SE Corner of Lower Muscatine and Ash, Crossing Lower Muscatine 28+97 56' LT 1 LT 30+57 46' RT 1 32.5 35+44 32' RT I East side of Lower Muscatine and Ash Intersection, Crossing Lower Muscatine 35+91 32' RT I LT 36+37 31' R1 I 74.42 36+87 31' RT 1 NW Corner of Lover Muscatine and Pine. Crossing Pine 38+27 32' RT 1 AT 39+43 43' LT 1 72.4 39+79 42' LT I NE Corner of Lover Muscatine and Pine, Crossing Pine 39+84 46' RT I LT 44+29 52' LT I 32.88 45+24 44' LT I NE Corner of Lover Muscatine and Pine, Crossing Lower Muscatine 81+27 17' LT 1 RT 131+90 43' RT I 31.91 150+89 18' LT 1 SW Corner of Lover Muscatine and Ginter, Crossing Lover Muscatine 171+54 34' RT I 4' IN RAD 32.1 3.6 TOTAL 41 101+01.0, GINTER RT 4' IN RAD 32.9 3.7 8 SW Corner of Ginter and Pine, Crossing Ginter 89+79.4, PINE LT 4' IN RAO 31.93 3.55 1 8 SW Corner of Lower Muscatine and Ginter, Crossing Pine 89+29,2, PINE LT 4' IN RAD 30.35 3.37 PROJECT DA 091023 CWME0 Y. s. SOMEns MECT WTe, c1ECME0 en S. SOYERs CAD DATE. 7/26/2012 467M AN ORAMN ex, CAO FILE, %,\Oi\IE\2009\091023\WO\Plarn\09I023.CO I.Ns TABULATION OF CONCRETE STEPS AND COMBINED CONCRETE PEDESTRIAN 108-15 CURB RAMPS FOTH 02-14-12 STEPS AND RETAINING WALL CONSTRUCTION Type PCC Sidewalk Sq. Ft. PCC Sidewalk Sq. Yds. L.M-3114 LOCATION 71+05.3, FRANKLINE STEPS LUGS LANDINGS RETAINING CONCRETE HALL STEEL HANDRAIL REMARKS StationSlde 71+87.8, O O Number Number Number Required Lin.Ft. Number Cu. Yds. Lbs. Length Lin. Ft. Post Number SE Corner of Lower Muscatine and Franklin, Crossinq Franklin 3+25 RT 3 1.68 3 1 NA NA NA 0.53 24.5 10 1 4 CASE 1 5+97 RT 4 2.16 4 1 NA NA NA 0.85 30.1 12 1 4 CASE 1 7+30 RT 3 _ 1.75 I 1 NA NA NA 0.53 24.5 10 1 4 CASE I 9+85 AT 4 1.75 1 NA NA 2 1.25 66.8 10 4 CASE 2 PROJECT DA 091023 CWME0 Y. s. SOMEns MECT WTe, c1ECME0 en S. SOYERs CAD DATE. 7/26/2012 467M AN ORAMN ex, CAO FILE, %,\Oi\IE\2009\091023\WO\Plarn\09I023.CO I.Ns ria Fot� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371516541-70.52 ESTIMATED PROJECT QUANTITIES PEDESTRIAN CURB RAMPS FOTH 02-14-12 Location Side Type PCC Sidewalk Sq. Ft. PCC Sidewalk Sq. Yds. Detectable Warnings Sq. Ft. Remarks 71+05.3, FRANKLINE LT 4' IN RAD 21.71 2.41 8 SW Corner of Lower Muscatine and Franklin, Crossing Franklin 71+87.8, FRANKLIN RT 4' IN RAO 28.85 3.21 8 SE Corner of Lower Muscatine and Franklin, Crossinq Franklin 4+13.9 RT 4' IN RAD 30.04 3.34 8 SE Corner of Lover Muscatine and Franklin, Crossing Lover Muscatine 4+14.2 LT 4' NORM 30 3.33 16 North side of Lower Muscatine and Franklin Intersection, Crossing LMR 81+78.4, ASH LT 4' IN RAO 35.37 3.93 8 SW Corner of Lover Muscatine and Ash, Crossing Ash 81+40.4, ASH RT 4' IN RAO 27.86 3.10 8 SE Corner of Lower Muscatine and Ash, Crossing Ash 8+59.0 RT 4' IN RAD 30.15 3.35 8 SE Corner of Lower Muscatine and Ash, Crossing Lower Muscatine 8+59.0 LT 4' NORM 32.5 3.61 8 East side of Lower Muscatine and Ash Intersection, Crossing Lower Muscatine 95+66.6, PINE LT 8' IN RAO 74.42 8.27 16 NW Corner of Lover Muscatine and Pine. Crossing Pine 95+22.5, PINE AT 8' IN RAO 72.4 8.04 16 NE Corner of Lover Muscatine and Pine, Crossing Pine 12+38.0 LT 4' IN RAD 32.88 3.65 8 NE Corner of Lover Muscatine and Pine, Crossing Lower Muscatine 12+38.0 RT 4' IN RAO 31.91 3.55 8 SW Corner of Lover Muscatine and Ginter, Crossing Lover Muscatine 101+01.0, GINTER LT 4' IN RAD 32.1 3.6 8 NW Corner of Ginter and Pine, Crossing Ginter 101+01.0, GINTER RT 4' IN RAD 32.9 3.7 8 SW Corner of Ginter and Pine, Crossing Ginter 89+79.4, PINE LT 4' IN RAO 31.93 3.55 1 8 SW Corner of Lower Muscatine and Ginter, Crossing Pine 89+29,2, PINE LT 4' IN RAD 30.35 3.37 8 SW Corner of Ginter and Pine. Crossing Pine 89+29.2, PINE RT 4' IN RADI 31.3 3.48 8 SE Corner of Lower Muscatine and Pine, Crossing Pine 89+40.6, PINE RT 4' IN RAD 26.95 2.99 8 SE Corner of Lower Muscatine and Pine, Crossing Pine 110+27.0, SPRUCE LT 8' IN RAD 57.21 6.36 16 NW Corner of Lover Muscatine and Spruce, Crossing Spruce 110+27.0, SPRUCE RT 8' IN RAD 57.22 6.36 16 ME Corner of Lower Muscatine and Spruce, Crossing Spruce 15+60.8 LT 4' IN RAD 30.86 3.43 8 NE Corner of Lover Muscatine and Spruce, Crossing Lower Muscatine 15+60.8 RT 4' IN RAO 37.5 4.17 8 West side of Lower Muscatine and Spruce Intersection, Crossing Lover Muscatine 16+75.8 LT 4' NORM 37,5 4.17 8 East side of Lover Muscatine and Spruce Intersection, Crossing Lover Muscatine 16+75.9 RT 4' IN RAD 31.49 3.50 8 SW Corner of Lower Muscatine and Friendly. Crossing Lower Muscatine 211+22.9, FRIENDLY LT 4' IN RAD 32.09 3.57 8 SW Corner of Lover Muscatine and Friendly. Crossing Spruce 211+25.6, FRIENDLY RT 4' IN RAD 43.11 4.79 8 SW Corner of Spruce and Friendly. Crossing Friendly 120+71.3. SPRUCE LT 4' IN RAD 46.65 5.18 8 SW Corner of Spruce and Friendly. Crossing Spruce 120+64.9, SPRUCE RT 4' IN RAD 34.59 3.84 8 SE Corner of Lower Muscatine and Spruce. Crossing Spruce 200+32.0. MIDAM NORTH LTRk 80.7 8.97 28 NN Corner of Lower Muscatine and MidAmerlcan North, CrossingMIdAm North 200+32.0, 160+31.9, MIDAN NORTH MIDAM -KIRK RT LT _ 80.7 89.16 8.97 9.91 28 28 NE Corner of Lover Muscatine and MldAmerlcan North, Crossln MIdAm North NW Corner of Lover Muscatine and MIdAm - Kirkwood, Crossing MIdAm - Kirkwood PROJECT DA 091023 CWME0 Y. s. SOMEns MECT WTe, c1ECME0 en S. SOYERs CAD DATE. 7/26/2012 467M AN ORAMN ex, CAO FILE, %,\Oi\IE\2009\091023\WO\Plarn\09I023.CO I.Ns ria Fot� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371516541-70.52 ESTIMATED PROJECT QUANTITIES sxEEr C 2(�e N t7 i PROJECT DA 091023 CWME0 Y. s. SOMEns MECT WTe, c1ECME0 en S. SOYERs CAD DATE. 7/26/2012 467M AN ORAMN ex, CAO FILE, %,\Oi\IE\2009\091023\WO\Plarn\09I023.CO I.Ns ND DATE BY REVISION dEscRieria Fot� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371516541-70.52 ESTIMATED PROJECT QUANTITIES sxEEr C 2(�e TABULATION OF ELECTRICAL DUCTS toe -z OB -20-85 PEDESTRIAN CURB RAMPS Lengt Forth Oz -14 I2 Location Side TABULATION Type PCC Sidewalk Sq. Ft. PCC Sidewalk Sq. Yds. DetWamingse Sq. Ft. Remarks 20+84.3 LT 4' IN RAO 29.1 3.23 8 NW Corner of Lower Muscatine and MIdAm - Kirkwood Crossing LMR 20+84.3 109 RT 4' IN RAO 30.5 3.39 8 SW Corner of Lower Muscatine and Sycamore, Crossing LMR 132+67.2, SYCAMORE RT 4' IN RAO 46.34 5.15 8 SW Corner of Lower Muscatine and Sycamore. Crossing Sycamore 126+60.1. HIGHLAND LT 4' IN RAO 38.5 4.28 8 NW Corner of Sycamore and Highland. Crossing Highland 126+60.1. HIGHLAND RT 4' IN RAD 38.2 4.24 8 SW Corner of Sycamore and HI hland. Crossing Highland 160+31.9, MIDAM - KIRK RT 8' IN RAD 85.21 9.47 28 1 NE Corner of Lover Muscatine and MIdAm - Kirkwood, Crossing MIdAm - Kirkwood 21+60 94 LT 8' IN RAD 65.33 7.26 16 NE Corner of Lower Muscatine and MIdAm - Kirkwood, Crossing LMR 132+56.6. SYCAMORE RT 4' IN RAD 29.51 3.28 8 SE Corner of Lower Muscatine and Sycamore, Crossing Sycamore 21+60 1.1 RT 8' IN RAO 52.93 5.88 16 SE Corner of Lower Muscatine and Sycamore, Crossing Lower Muscatine 26+51.8 20+00 LT 8' IN RAD 82.54 9.17 16 NW Corner of Lower Muscatine and Kirkwood Entrance, Crossing Entrance 26+42.5 20+00 LT 4' IN RAD 35.51 3.95 8 NW Corner of Lower Muscatine and Kirkwood Entrance. Crossing LMR 26+42.5 R MUSC RT 4' IN RAD 28.26 3.14 8 SW Corner of Lower Muscatine and Deforest. Cros5inq LMR 151+39.4, DEFOREST LT 4' IN RAD 36.63 4.07 8 SW Corner of Lower Muscatine and DeForest. Crossing DeForest 26+92.8 HH6 LT 8' IN RAD 91.1 10.12 16 NE Corner of Lower Muscatine and Kirkwood Entrance, Crossing Entrance 26+96.9 HH6 LT 4' IN RAO 29.95 3.33 8 NE Corner of Lower Muscatine and Kirkwood Entrance, Crossing LMR 151+40.0, DEFOREST RT 4' IN RAD 37.68 4.19 8 SE Corner of Lower Muscatine and DeForest, Crossing DeForest 26+96.8 RT 4' IN RAD 26.4 2.93 8 SE Corner of Lower Muscatine and DeForest, Crossing LMR 29+87.5 76 RT 6' IN RAO 58.79 6.53 12 SW Corner of Lower Muscatine and Strip Mall Entrance, Crossing Entrance 30+50.2 20OA3 RT 6' IN RAO 58.79 6.53 12 SE Corner of Lower Muscatine and Strip Mall Entrance, Crossing Entrance 33+73.01 20OA4 LT 4' IN RAD 40 4.44 8 NW Corner of Lower Muscatine and Mall Drive, Crossing Lower Muscatine 170+29.5. MALL DRIVE LT 8' IN RAD 77.21 8.58 28 NW Corner of Lower Muscatine and Mall Drive. Crossing Mall Drive 33+73.07 58 RT 4' IN RAD 22.35 2.48 8 SW Corner of Lower Muscatine and Mall Entrance, Crossing Lower Muscatine 33+79.58 93 RT 6' IN RAD 56.32 6.26 20 SW Corner of Lower Muscatine and Mall Entrance, Crossing Mall Entrance 34+63.78 20085 RT 6' IN RAD 69.05 7.67 20 SE Corner of Lower Muscatine and Mall Entrance, Crossing Mall Entrance 34+78.7 HH10 RT 4' IN RAD 26.31 2.92 8 SE Corner of Lower Muscatine and Mall Entrance, Crossing Mall Entrance 170+53.7, MALL DRIVE LT 8' IN RAD 82.35 9.15 16 NE Corner of Lower Muscatine and Mall Drive, Crossing Mall Drive 34+78.7 147 LT 4' IN RAD 36.14 4.02 8 ME Corner of Lower Muscatine and Mall Drive, Crossing Lower Muscatine 40+45.63 LT 4' IN RAD 28.43 3.16 8 NW Corner of Lower Muscatine and First Avenue Crossing Lower Muscatine 185+03.B. FIRST AVE LT 4' IN RAD 28.56 3.17 8 NW Corner of Lower Muscatine and First Avenue, Crossing First Avenue 40+45.57 200812 RT 4' IN RAD 29.32 3.26 8 SW Corner of Lower Muscatine and First Avenue, Crossing Lover Muscatine 184+09.4, FIRST AVE LT 4' IN RAD 28.80 3.20 8 SW Corner of Lower Muscatine and First Avenue, Crossing First Avenue 184+09.3. FIRST AVE RT 4' IN RAD 31.29 3.48 8 SE Corner of Lower Muscatine and First Avenue, Crossinci First Avenue 41+47.15 RT 4' IN RAD 28.37 3.15 8 SE Corner of Lower Muscatine and First Avenue, Crossing Lower Muscatine 41+47.22 LT 4' IN RAD 26.24 2.92 8 ME Corner of Lower Muscatine and First Avenue, Crossing Lower Muscatine 185+03.9, FIRST AVE RT 4' IN RAD 29.48 3.28 8 NE Corner of Lover Muscatine and First Avenue, Crossing First Avenue 125+51.2, SYCAMORE RT 4' IN RAD 28.37 3.15 8 SE Corner of DeForest and Sycamore, Crossing Sycamore 146+51.3, DEFOREST RT 8' IN RAD 68.63 7.63 16 SE Corner of DeForest and Sycamore, Crossing DeForest 146+51.4, DEFOREST LT 8' IN RAD 64.89 7.21 16 NE Corner of DeForest and Sycamore, Crossing Deforest 125+99.0, SYCAMORE LT 4' IN RAD 28.49 3.17 8 NE Corner of DeForest and Sycamore, Crossing Sycamore 125+99.0. SYCAMORE RT 4' IN RAD 39.95 4.44 8 NW Corner of DeForest and Sycamore, Crossino S camore 145+96.3. DEFOREST LT 4' IN RAD 41.64 4.63 8 NW Corner of DeForest and Sycamore, Crossing DeForest 145+96.2, DEFOREST RT 4 IN RAD 41.26 4.58 8 SW Corner of DeForest and Sycamore, Crossing DeForest 125+51.0. SYCAMORE LT 4' IN RAD 36.82 4.09 8 SW Corner of DeForest and Sycamore. Crossing Sycamore 203+06.4, MIDAM NORTH LT 4' NORM 26.2 2.91 8 Mldamerlcan North at East Connection to Existing Pavement 165+02.2, 165+02.2. 202+16.1. 202+03.6, MIDAM KIRK MIDAM KIRK MIDAM NORTH MIDAM NORTH LT LT RT RT 6' 6' IN RAD '_'I RAD '.)RM 1 )RM 1 50.2 51.4 16.451 17.511 TOTALI 5.60 5.70 1.83 1.95 372 12 12 8 1 1 8 1 1 868 Mldamerlcan Kirkwood, Crossing Midamerlcan Kirkwood Midamerlcan Kirkwood Crossing Midamerlcan Kirkwood Connecting Existing Kirkwood Parking Lot Connecting Proposed Kirkwood Parking Lot TABULATION OF ELECTRICAL DUCTS toe -z OB -20-85 Location Conduit Type Lengt Length Feet I00-11 CONT a 100 HHI TABULATION 25 OF EROSION CONTROL DETAILS IOOAI 70 76 IOOAI IOOA2 1D8 114 IOOA2 IOOA3 103 109 10-27-98 Location HH2 115 121 HH2 IOOA4 20 26 HH2 Over - 63 69 I OOA5 IOOA6 73 79 H42 Seeding Seeding 130 Crown- Seeding 53 59 IOOA8 and and Mulching Notes Sod Vetch Speclat Ditch Mowing Station to Statim Fertilizing Fertilizing 94 Seeding Areas Reshaping 63 HH4 (Acres) (Acres) (Acres) ( uares) Acres) (Acres) (Statim) (Acres) 1+23 12+75 1.1 0.7 0.7 179 HH5 10OA13 LOWER MUSC 12+75 20+00 10OA14 0.3 _ 0.3 _ 131 _ _ HH5 10OA15 LOWE R MUSC 20+00 46+31 2 1.5 1.5 412 _ HHI_ 10081 LOWE R MUSC 125+15 132+63 0.33 0.06 0.08 101 10082 10083 S AMORE _ 145+67 151+38 0.17 0.06 0.06 46.5 10084 HH6 0 FOREST TOTALS 3.6 II 1 2.64 1 I 2.64 1 869.5 HH6 HH7 70 76 TABULATION OF ELECTRICAL DUCTS toe -z OB -20-85 Location Conduit Type Lengt Length Feet Remarks CONT a 100 HHI 19 25 HHI IOOAI 70 76 IOOAI IOOA2 1D8 114 IOOA2 IOOA3 103 109 IOOA3 HH2 115 121 HH2 IOOA4 20 26 HH2 IOOA5 63 69 I OOA5 IOOA6 73 79 H42 IOOA7 124 130 IOOA7 I0OA8 53 59 IOOA8 HH3 272 278 HH3 IOOA9 16 22 _ HH3 IOOA10 88 94 _ HH3 HH4 57 63 HH4 IOOAII 53 59 n� H43 10OAl2 99 105 10OAl2 HH5 354 360 O ^' HH5 10OA13 31 37 "7:C> _ HH5 10OA14 68 74 5- _ _ HH5 10OA15 430 436 _ 10OA15 10OAI6 72 78 _ HHI_ 10081 209 215 10081 10082 103 109 10082 10083 104 110 _ 10083 10084 88 94 ro 10084 HH6 III 117 HH6 10085 14 20 HH6 HH7 70 76 HH7 10086 23 29 HH7 10087 56 62 CONT IF 200 HHB 16 22 HH8 20DA1 76 82 200A1 20OA2 103 109 20OA2 20OA3 98 104 20OA3 20OA4 98 104 20OA4 20OA5 98 104 20OA5 20OA6 118 124 HH8 HH9 217 223 HH9 20081 52 58 20061 20082 93 99 20062 20083 93 99 20063 20084 96 102 20064 20085 88 94 20065 HH10 78 84 HH10 20086 18 24 HHIO HH11 53 59 HHII 20087 112 118 HHIO 20088141 147 20OBB 20069]TOTAL 94 100 20089 HH12100 106 HH12 20081063 69 200810 200811114 120 200811 200012100 106 200812 20081395 101 5604 I PROJECT RAS _ HECKE0 en S. SOVERM ir Iw DATE BY REnslox DESCRIPTION I �0�� I LOWER MUSCATINE ROAD IMPROVEMENTS I STP -U-371518541-70-52 PROJECT DATE: CHECKED BY. S. SOVER3 1. CAD DATE, Tizsrzolz 9aT50 AM DRAWN BY, FROM KIRKWOOD AVENUE TO 1ST AVENUE G` rZ7 CAD FILE, X:\ \IE\2009\09I023\CAMP ,\091023-Ml.Mt IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF LIST OF ADJUSTMENT OF FIXTURES STATION TO STATION FFOTH-I4 104-10 MODIFIED Location To Station Type of Fixture Existing Elevation Proposed Elevation Total Adjustment Remarks 38+32 120+03 4 +38 120+23 RT RT/LT 11 6 525 30 LMR/IST AVE. FILL ,-sH SPRUCE(S), FILL WITH 28 CY OF FLOWABLE MORTAR - SEE SHEET 1.07 I CY OF FLOWABLE MORTAR - SEE SHEET 1.04 fNo.Location 26+68, 25' RT SANITARY MANHOLE 695.25 695.12 -0.13 CY OF FLOWABLE MORTAR - SEE SHEET 1.08 22+54.5 22+70.6 L 0.306 DRIVE RADIUS 23+02.5 23+13 43+61, 19' LT SANITARY MANHOLE 696.12 696.54 0.42 ROTATE CONE SECTION TO LOCATE LID WITHIN PYMT (OUTSIDE OF CURB LINE) 45+81, 4' LT SANITARY MANHOLE 696.48 696.37 -0.11 27+31 27+37 L 0.029 DRIVE FLARE 27+69 27+74 L TABULATION OF LIST OF WATER MAIN ABANDONMENT STATION TO STATION FFOTH-I4 9-22-09 From Location To 11Slde P.- Dla. (Irxhe5) Lergth (Feet! Notes REMARKS 38+32 120+03 4 +38 120+23 RT RT/LT 11 6 525 30 LMR/IST AVE. FILL ,-sH SPRUCE(S), FILL WITH 28 CY OF FLOWABLE MORTAR - SEE SHEET 1.07 I CY OF FLOWABLE MORTAR - SEE SHEET 1.04 180+80 183+36 RT 6 300 IST AVE, FILL WITH 3 CY OF FLOWABLE MORTAR - SEE SHEET 1.08 22+54.5 22+70.6 L 0.306 DRIVE RADIUS 23+02.5 23+13 L 0.266 DRIVE RADIUS 24+44.5 24+63 L 0.316 TABULATION OF 1109 TABULATION OF CULVERT ABANDONMENT STATION TO STATION SIDE LENGTH Stations *Not a bid Item. O7i5-97 18+78 FILL MATERIAL 4" PERFORATED L LOCATION STATION DESCRIPTION FLOWABLE MORTAR GRANULAR BACKFILL SUBDRAIN • REMARKS 19+37 Cu. Yds. Tons I-Im Ft. 0.067 LMR STA. 23+82 20.75'R 24" RCP CONNECTING TO SYC. 27.5 PIPE IS 213' LONG CONNECTING L 0.143 TO STRUCTURE AT STA. 130+09, 20+45.5 20+73 18.6'R ON SYCAMORE ST. TABULATION OF CURB REMOVAL 110-4 03-28-95 STATION TO STATION SIDE LENGTH Stations REMARKS 18+78 18+86 L 0.092 DRIVE FLARE 19+30 19+37 L 0.067 DRIVE FLARE 20+17 20+22 L 0.143 DRIVE FLARE 20+45.5 20+73 L 0.153 DRIVE FLARE 22+54.5 22+70.6 L 0.306 DRIVE RADIUS 23+02.5 23+13 L 0.266 DRIVE RADIUS 24+44.5 24+63 L 0.316 DRIVE RADIUS 24+96 25+04.5 L 0.244 DRIVE RADIUS 27+31 27+37 L 0.029 DRIVE FLARE 27+69 27+74 L 0.106 DRIVE FLARE 28+50 28+55.5 L 0.16 DRIVE RADIUS 28+90.5 29+04.5 L 0.196 DRIVE RADIUS 32+37 32+40 L 0.058 DRIVE FLARE 32+76.5 32+79.5 L 0.059 DRIVE FLARE 33+91 34+08 L 0.228 STREET RADIUS 34+61 34+96 L 1.82 STREET RAO IUS 36+35.5 36+45.4 L 0.145 DRIVE FLARE 36+72.6 36+77.8 L 0.096 DRIVE FLARE 37+92.5 37+97 L 0.096 DRIVE FLARE 38+31 38+35 L 0.098 DRIVE FLARE +05.5 39+13.5 L 0.125 DRIVE FLARE +38.5 39+45 L 0.115 DRIVE FLARE +04 F44 40+46.5 L 0.446 STREET RADIU+3041+69.5 29 L 0.453 STREET RADIUS +27 42+50.5 L 0.308 IDRIVE RADIUS TABULATION OF CURB REMOVAL 110-4 03-28-% STATION TO STATION SIDE LENGTH Statlmn REMARKS 42+75 42+93.5 L 0.262 DRIVE RADIUS 44+18.5 44+33.5 L 0.212 DRIVE RADIUS 44+59 44+73 L 0.225 DRIVE RADIUS 45+53 45+60 L 0.111 DRIVE FLARE 45+81 45+90 L 0.123 DRIVE FLARE 46+41.5 46+50 L 0.119 DRIVE FLARE 46+73 46+81.5 L 0.118 DRIVE FLARE 46+31 48+35 L 2.039 STREET CURB 171+20.5 171+97.5 R 0.77 STREET CURB 130+25.15 130+35.39 L 0.102 SYCAMORE ST. 129+57.08 129+74.08 L 0.17 SYCAMORE ST. 129+35.66 129+54.16 R 0.185 SYCAMORE ST. 128+96.09 129+16.59 L 0.205 SYCAMORE ST. 128+40.68 128+58.68 L 0.18 SYCAMORE ST. 127+87.03 128+00.19 L 0.1316 SYCAMORE ST. 127+09.79 127+27.29 R 0.175 SYCAMORE ST. 148+40.89 148+65.89 R 0.25 DEFOREST AVE. 148+78.72 148+65.89 R 0.18 DEFOREST AVE. 149+41.31 149+59.31 R 1 0.18 DEFOREST AVE. 150+04.91 150+22.91 R 1 0.18 DEFOREST AVE. 10 SHRUBS IN CLOSE PROXIMITY �•_, KIRKWOOD - TDC, 8" DIA. 66.3 17 TREES IN KIRKWOOD PARKADE/PARKING CO 22+90, 31' RT - TDC, 12" DIA. 6.7 _ 22+93, 33' RT - TDC, 30" DIA. 29 23+02. 33' RT - TOC, 24" DIA. 22 23+07, 31' RT - TOC, PROJECT NO, 09[023 DESIGAED BY, S. ROVERS PROJECT DATE, CHECKED BY, S. SOVERs NO DATE BY REVISION DESCRIPTION TREE REMOVAL FOTH-19 6-17-05 LOCATION CAD DATE, 772672012 967,51 AM ORA" BY, NO. REMARKS FROM KIRKWOOD AVENUE TO IS AVENUE SHRUB C,28 0.4 3 SHRUBS IN CLOSE PROXIMITY 4+30, 38' LT - TOC, 20" DIA. 22 4+74, 41' LT - TOC, 36" DIA. 50 4+96. 34' LT - TOC, 28" OIA. 29 5+37 34' LT - TDC, 30" DIA. 29 _ 5+72, 45' LT - TDC, 48" DIA. 80 SHRUB 0.1 HEDGE, 12 LF 3.6 12 LF AT A RATE 30 UNITS/STA 8+65. 34' LT - TDC 18" DIA. 13.5 SHRUB 0.1 9+54, 34' LT - TDC. 18" DIA. 13.5 _ 9+59, 34' LT - TOC. 18" DIA. 13.5 10+42, 32' RT - TDC, 36" DIA. 50 •'"' _ 10+46 31' RT - TDC, 12" DIA. 6.7 10+49 31' AT - TDC, 24" DIA. 22 SHRUB 1.3 10 SHRUBS IN CLOSE PROXIMITY �•_, KIRKWOOD - TDC, 8" DIA. 66.3 17 TREES IN KIRKWOOD PARKADE/PARKING CO 22+90, 31' RT - TDC, 12" DIA. 6.7 _ 22+93, 33' RT - TDC, 30" DIA. 29 23+02. 33' RT - TOC, 24" DIA. 22 23+07, 31' RT - TOC, 10" DIA. 6.7 _ 23+28, 32' RT - TDC, 24" DIA. 22 23+75, 33' RT - TDC, 24" DIA. 22 26+37, 34' RT - TDC. 10" DIA. 6.7 29+05, 34' RT - TDC. 5" DIA. 4.8 3 TREES OF 5" DIA IN CLOSE PROX. SHRUB 0.3 2 SHRUBS IN CLOSE PROXIMITY 33+85, 45' RT - TDC, 15" DIA. CIA 36+87, 31' RT - TDC, 5" DIA. 1.6 SHRUB 0.5 4 SHRUBS IN CLOSE PROXIMITY 38+67, 32' RT - TDC, 5" DIA. 1.6 39+10, 32' RT - TDC. 5" DIA. 1.6 39+48, 34' RT - TDC. 8" DIA. 3.9 SHRUB 0.4 3 SHRUBS IN CLOSE PROXIMITY 42+60, 33' RT - TDC, 18" DIA. 13.5 42+85 37' RT - TDC, 36" DIA. 50 43+10 35' RT - TDC. 24" DIA. 22 43+02 37' LT - TDC. 12" DIA. 6.7 _ 43+48. 37' LT - TDC. 14" DIA. 4.4 43+73. 36' LT - TDC, 14" DIA. CIA 43+97, 35' LT - TDC, 12" DIA. 6.7 44+18, 36' LT - TDC, 18" DIA. 13.5 44+72, 36' LT - TDC, 16" DIA. 13.5 HEDGE 56 LF 16.8 56 LF AT A RATE OF 30 UNITS/STA 43+68, 34' RT - TDC. 18" DIA. 13.5 43+69 49' RT - TOC, 18" DIA. 13.5 44+08 35' RT - TDC, 18" DIA. 13.5 44+58 98' RT - TDC. 14" DIA. 9.4 44+09 49' RT - TDC, 24" DIA. 22 44+68, 48' RT - TDC, 24" DIA. 22 SHRUB 0.2 2 SHRUBS IN CLOSE PROXIMITY TOTAL UNITS 795.8 PROJECT NO, 09[023 DESIGAED BY, S. ROVERS PROJECT DATE, CHECKED BY, S. SOVERs NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(8541-70-52 SHEET W. CAD DATE, 772672012 967,51 AM ORA" BY, Foth FROM KIRKWOOD AVENUE TO IS AVENUE C,28 CAD FILE, X,\OR\1E\2009\091023\CAO\Plane\091023-COi.eH IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF MAILBOX TABULATION OF SIDEWALK REMOVAL 110-5 10-17-72 STATION 107+75 TO STATION 107+86 EXISTING STATION AREA Sq. Yds. 11.5 REMARKS PCC SIDEWALK Pavement Type 107+75 0.04 107+86 1+85.9 68.1 RCC SIDEWALK 3112 107+77 2 107+84 21+83 4.6 PCC SIDEWALK 21' RT 2+00 LT 2+26 LT 11.3 PCC SIDEWALK 1.03 2+61 LT 11+72 LT 208.9 PCC SIDEWALK 70+06 3+15 LT 315 FRANKLIN 30.6 CHURCH SIDEWALK TO LMR 24+14 1+83 RT 3+60 RT 75.7 IPCC SIDEWALK 22 70+26 LT 71+14 LT 37.0 FRANKLIN ST., PCC SIDEWALK SHULTZ 70+26 RT 70+96 RT 29.1 FRANKLIN ST., PCC SIDEWALK PARCEL 4+03 RT I 7+99 RT 174.2 PCC SIDEWALK 21' RT 4+18 LT WONG PCC 35.9 TRAIL REMOVAL, ACC SIDEWALK ]1 5+97 RT PCC 279 4.8 PCC SIDEWALK TO HOUSE 125+80 7+30 RT 284 HIGHLAND 7.3 PCC SIDEWALK TO HOUSE +4 81+62 LT 81+92 LT 12.8 ASH ST., PCC SIDEWALK PCC 81+17 RT 81+41 RT 10.2 ASH ST., PCC SIDEWALK 547 8+46 RT 12+44 RT 176.3 PCC SIDEWALK FIRST AVE 9+85 RT 185+54 PCC 9.7 PCC SIDEWALK TO HOUSE 95+66 LT 96+09 LT i9.4 PINE ST NORTH, PCC SIDEWALK 95+05 RT 96+09 RT 42.2 PINE ST NORTH, PCC SIDEWALK ACC 100+75 LT 101+10 LT 15.4 GINTER. PCC SIDEWALK 2872 100+64 RT 101+12 RT 27.6 GINTER. PCC SIDEWALK MIDAM STORAGE LOT FOR RETAINING WALL 89+05 LT 89+31 LT 11.3 PINE ST SOUTH, PCC SIDEWALK 200+15 89+15 RT 89+37 RT 14.3 PINE ST SOUTH, PCC SIDEWALK 12+20 LT 15+27 LT 134.8 PCC SIDEWALK 12+96 RT 16+90 RT 176.9 PCC SIDEWALK 15+90 RT 5.1 PCC SIDEWALK TO HOUSE 110+31 LT 110+55 LT 10.9 SPRUCE NORTH, PCC SIDEWALK 110+31 RT 110+55 RT 17.8 SPRUCE NORTH, PCC SIDEWALK 210+82 LT 211+23 LT 18.0 FRIENDLY AVE, PCC SIDEWALK 210+82 RT 211+37 RT 31.7 FRIENDLY AVE, PCC SIDEWALK 120+23 LT 120+69 LT 23.7 SPRUCE SOUTH, PCC SIDEWALK 15+52 LT 20+22 LT 214.1 PCC SIDEWALK 20+05 LT 6.6 PCC CONNECTING SIDEWALK 19+84 LT 20+19 LT 50.9 PCC SIDEWALK, MID AM ENTRANCE 18+95 LT 19+62 LT 75.4 PCC SIDEWALK, MID AM ENTRANCE 20+22 LT 22+70 LT 108.5 PCC SIDEWALK 20+86 RT 23+56 RT 120.4 IPCC SIDEWALK 125+88 LT 125+97 LT 4.8 SYCAMORE, PCC SIDEWALK 125+89 RT 128+77 RT 131.5 SYCAMORE, PCC SIDEWALK 128+77 RT 132+70 RT 175.5 SYCAMORE, PCC SIDEWALK 130+64 LT 132+02 LT 69.3 SYCAMORE, PCC SIDEWALK 132+26 LT 132+89 LT 38.3 SYCAMORE, PCC SIDEWALK 145+99 LT 146+08 LT 5.2 DEFOREST, PCC SIDEWALK 145+67 RT 146+00 RT 17.0 DEFOREST, PCC SIDEWALK 146+41 RT 151+42 RT 241.9 DEFOREST, PCC SIDEWALK 150+55 LT 151+42 LT 38.7 DEFOREST, PCC SIDEWALK 23+02 LT 24+64 LT 190.2 IPCC SIDEWALK, INCLUDES SIDEWALK AT KIRKWOOD 24+96 LT 28+54 LT 317.5 PCC SIDEWALK 24+06 RT 25+12 RT 46.5 PCC SIDEWALK 25+32 RT 1 26+56 RT 58.5 PCC SIDEWALK 26+81 AT 27+72 RT 45.7 PCC SIDEWALK 28+95 LT 32+42 LT 166.7 PCC SIDEWALK 32+76 LT 34+03 LT 63.1 PCC SIDEWALK 170+25 LT 171+19 LT 41.5 MALL DR., PCC SIDEWALK 170+54 RT 171+03 RT 22.2 MALL DR., PCC SIDEWALK 34+76 LT 37+97 LT 142 PCC SIDEWALK 35+65 LT 27.1 PCC SIDEWALK TO PARKING LOT 38+30 LT 40+66 LT 108.6 PCC SIDEWALK 185+07 LT 185+54 LT 21.8 FIRST AVE., PCC SIDEWALK 185+00 LT 185+54 RT 24.5 FIRST AVE., PCC SIDEWALK 41+29 LT 45+22 LT 176.4 PCC SIDEWALK 41+31 RT 45+32 RT 177.4 PCC SIDEWALK 165+02 LT 8.4 MIDAM KIRKWOOD. PCC SIDEWALK 165+12 RT 25.9 MIDAM KIRKWOOD. PCC SIDEWALK 33.2 SOUTH OF MIDA14ERICAN KIRKWOOD. ADJACENT TO PAVEMENT TOTAL 446311 TABULATION OF MAILBOX RELOCATION FOTH-15 6-17-A5 NO. EXISTING STATION LOCATION OFFSET OSED LOCATION ON OFFSET Pavement Type REMARKS 0.04 1.01 1+85.9 12+25 ACC/PCC 3112 LOWER MUSCATINE ROAD 2 14 21+83 13' RT 3 !24 21' RT PARCEL x41 - IOWA CITY PCC 5515 LOWER MUSCATINE ROAD 1.03 34+00 46+30.9 PCC 5469 D.05 1 70+06 71+00 PCC 315 FRANKLIN 10 21 24+14 12' IT 3 21' RT PARCEL x39 - LENZ 22 24+72 13' RT 9 21' RT PARCEL x38 - SHULTZ 23 25+37 13' RT 25+37 21' RT PARCEL x37 - SHULTZ 241 26+01 13' RT 26+01 21' RT PARCEL x37 - WONG PCC 164 SPRUCE S ]1 210+82 211+25 PCC 279 D.OB 1.05 125+80 126+50 PCC 284 HIGHLAND - 81 +4 ' RT 45+4 9' RT PAR x 151+59 CT No, onloz3 OBY, s. 50YFA5 nu �Tt a, REYIBI�! DESCRIPTION Fot STP -U-3715(8541-70-52 SET W. PHc�' ci NO, DESIOWNED Bn S. savERs LOWER MUSCATINE ROAD IMPROVEMENTS CAC DATE, 7726/2012 9,5751 AM BRAWN BY, FROM KIRKWOOD AVENUE TO IST AVENUE ri.29 CAO FILE, %:\CR\IE\2009\091023\CA Wi.\MIOM-001.fht IOWACm,IOWA ESTIMATED PROJECT QUANTITIES REMOVAL OF PAVEMENT Refer to Tabulation 102-5 + Not a Old Item II0-1 04-19-05 Station to Station Pavement Type Area Saw Cut* (Sq. Yds.) (Lin. Ft.) Intakes and Utility Accesse Remarks (No.) 1.01 1+85.9 12+25 ACC/PCC 3112 LOWER MUSCATINE ROAD 2 12+25 20+50 PCC 2394 LOWER MUSCATINE ROAD 3 20+50 34+00 PCC 5515 LOWER MUSCATINE ROAD 1.03 34+00 46+30.9 PCC 5469 LOWER MUSCATINE ROAD 1 70+06 71+00 PCC 315 FRANKLIN 10 80+97 81+75 PCC 282 ASH 12 95+25 96+09 PCC 293 PINE N 1.04 88+77 89+75 PCC 347 PINE S " 100+45 101+00 PCC 198 GINTER 3 110+15 110+80 PCC 192 SPRUCE N 9 120+23 120+75 PCC 164 SPRUCE S ]1 210+82 211+25 PCC 279 FRIENDLY 1.05 125+80 126+50 PCC 284 HIGHLAND - 130+84 132+92 PCC 1084 SYCAMORE 5 150+49 151+59 PCC 317 DEFOREST 12 170+25 171+10 PCC 547 MALL DRIVE 1.07 183+53 184+31 PCC 610 FIRST AVE 6 1 184+74 185+54 PCC 593 FIRST AVE TOTAL 22197 ADDITIONAL DRIVEWAY PAVEMENT REMOVAL 200+15 202+93 ACC 1759 MIDAWRICAN NORTH - INCLUDES REMOVAL OF EXIST. DRIVE, MIDAM LOOP, & MIDAM YARD PCC 2872 KIRKWOOD LEARNING CENTER PARKING LOT PCC 944 MIDAM STORAGE LOT FOR RETAINING WALL 182+85 183+21 ACC 137 IPATCHING NORTH OF FIRST AVE IN SYCAMORE PARKING LOT 200+15 202+93 ACC 25 IPATCHING IN SYCAMORE MALL PARKING LOT, SOUTH OF LMR TOTAL 5737 CT No, onloz3 OBY, s. 50YFA5 nu �Tt a, REYIBI�! DESCRIPTION Fot STP -U-3715(8541-70-52 SET W. PHc�' ci NO, DESIOWNED Bn S. savERs LOWER MUSCATINE ROAD IMPROVEMENTS CAC DATE, 7726/2012 9,5751 AM BRAWN BY, FROM KIRKWOOD AVENUE TO IST AVENUE ri.29 CAO FILE, %:\CR\IE\2009\091023\CA Wi.\MIOM-001.fht IOWACm,IOWA ESTIMATED PROJECT QUANTITIES REMOVALS. AS PER PLAN FOTH-16 6-17-05 NO. LOCATION DESCRIPTION REMARKS 1.01 2 3+88, 32' LT REMOVE WATER VALVE 3 4+07. 24' LT REMOVE WATER VALVE 1.03 1 12+23, 32' LT REMOVE WATER VALVE 10 13+20, 12' RT REMOVE WATER VALVE 12 15+56, 12' RT REMOVE WATER VALVE 1.04 2 16+86, 34' RT REMOVE WATER VALVE 3 16+85, 39' RT REMOVE WATER VALVE 9 17+73, 19' RT REMOVE WATER VALVE ]1 21+04, 19' RT REMOVE WATER VALVE 1.05 3 24+75. 23' RT REMOVE WATER VALVE 5 24+83, 20' LT 2'X2' RCP BOX, 68' 12 28+39, 19' RT REMOVE WATER VALVE 1.07 6 1 37+67 7' RT 4.5'X2.5' RCP BOX 65' CT No, onloz3 OBY, s. 50YFA5 nu �Tt a, REYIBI�! DESCRIPTION Fot STP -U-3715(8541-70-52 SET W. PHc�' ci NO, DESIOWNED Bn S. savERs LOWER MUSCATINE ROAD IMPROVEMENTS CAC DATE, 7726/2012 9,5751 AM BRAWN BY, FROM KIRKWOOD AVENUE TO IST AVENUE ri.29 CAO FILE, %:\CR\IE\2009\091023\CA Wi.\MIOM-001.fht IOWACm,IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF PAVEMENT MARKING REMOVALS MODIFIED BC1'4 Broken Center Lim (Yellow) MPw No -Passing Zone Lim (Yellow) ELw4 Edge Line Right (White) OLw4 Dotted Line (White) CHwe Channellzing Line (White) Avg Stop Line (White) sr Y6 Yellow Curb YLW2 Yield Lim (White) eCr4 Double Center Line (Yellow) BLv4 Broken Lane Llne IMhltel ELr4 Edge Llne left (Yellow) slv4 Solid Lane Lim (White) CHre Channellzing Line (Yellow) Qw6 Crosswalk Line (White) Bros White Curb DOY4 Double Dotted Lim (Yellow) Location I Length lin Stations) Identification Station to Station Load I Side R BCY4 OCY4 NPY4 BLN4 ELW4 ELY4 DLM4 SLN4 CHNB CHYB SLN2 (CLW)6STY6 STP6 TW6 SPN6 YLW2 DDY4 Remarks PROJECT N0, 091823 DESIGNED BY, S. SOVERB PNOJECT DATE, CHECKED BY, S. sovms REMOVAL OF AND UTILITY INTAKE ACCESSES lio-z ID -13-7z Location LOCATION Description Disposal 3+60, 40' LT REMOVE SANITARY SEWER MANHOLE 1 3+76, 5' RT REMOVE SANITARY SEWER MANHOLE 6+55, 6' LT 6+54, 18' LT REMOVE STORM SEWER INTAKE X 12' RCP 6+55, 8' RT REMOVE STORM SEWER INTAKE 8 6+54, fO 'RT X 610' RCP REMOVE STORM SEWER MANHOLE 24" 6+67, 264' LT REMOVE STORM SEWER MANHOLE 8+07, 12' RT REMOVE SANITARY SEWER MANHOLE 12+69, 36' RT 12+53, 12' RT REMOVE SANITARY SEWER MANHOLE X 40' RCP 12+64, 19' RT REMOVE STORM SEWER MANHOLE 1.04 12+72, 51' RT REMOVE STORM SEWER INTAKE 15" 13+04, 18' RT REMOVE STORM SEWER INTAKE 16+82, 17' RT REMOVE STORM SEWER INTAKE 24+34, 18' RT 17+20, 48' RT REMOVE STORM SEWER INTAKE X 155' RCP 17+57, 17' RT REMOVE STORM SEWER INTAKE 9 23+82, 21' RT REMOVE STORM SEWER MANHOLE 24+84, 15' RT REMOVE STORM SEWER MANHOLE 24+85. 54' LT REMOVE STORM SEWER MANHOLE 24+89, 208' LT REMOVE STORM SEWER INTAKE 12" 25+47, 16' LT REMOVE STORM SEWER INTAKE 25+49, 13' RT REMOVE STORM SEWER INTAKE 15" 33+86, 21' LT REMOVE STORM SEWER INTAKE 33+75. 31' RT REMOVE STORM SEWER INTAKE 40+91, 77' RT 34+61, 22' LT REMOVE SANITARY SEWER MANHOLE 6" 37+03, 28' RT REMOVE STORM SEWER INTAKE 37+01, 26' LT REMOVE STORM SEWER INTAKE 41+18, 51' LT 37+72, 34' RT REMOVE STORM SEWER STRUCTURE X 65' RCP 37+79, 34' LT REMOVE STORM SEWER STRUCTURE 13 38+46, 22' LT REMOVE STORM SEWER INTAKE 38+47, 28' RT REMOVE STORM SEWER INTAKE 39+60, 20' LT REMOVE SANITARY SEWER MANHOLE 2 40+47, 20' LT REMOVE SANITARY SEWER MANHOLE 130+10. 24' LT 40+67, 82' RT REMOVE STORM SEWER INTAKE X 455' RCP 41+16, 71' RT REMOVE STORM SEWER INTAKE 9 1 41+13, 14' RT REMOVE STORM SEWER MANHOLE 24" 41+12. 30' LT REMOVE STORM SEWER MANHOLE 41+75, 15' LT REMOVE STORM SEWER INTAKE 41+70, 15' RT REMOVE STORM SEWER INTAKE 130+09, 19' RT REMOVE STORM SEWER INTAKE 130+11, 19' LT REMOVE STORM SEWER INTAKE 125+43, 26' RT REMOVE STORM SEWER MANHOLE 125+42, 19' RT REMOVE STORM SEWER INTAKE 125+42, 18' LT REMOVE STORM SEWER INTAKE I25+40. 25' LT REMOVE STORM SEWER INTAKE TABULATION OF PAVEMENT MARKING REMOVALS MODIFIED BC1'4 Broken Center Lim (Yellow) MPw No -Passing Zone Lim (Yellow) ELw4 Edge Line Right (White) OLw4 Dotted Line (White) CHwe Channellzing Line (White) Avg Stop Line (White) sr Y6 Yellow Curb YLW2 Yield Lim (White) eCr4 Double Center Line (Yellow) BLv4 Broken Lane Llne IMhltel ELr4 Edge Llne left (Yellow) slv4 Solid Lane Lim (White) CHre Channellzing Line (Yellow) Qw6 Crosswalk Line (White) Bros White Curb DOY4 Double Dotted Lim (Yellow) Location I Length lin Stations) Identification Station to Station Load I Side R BCY4 OCY4 NPY4 BLN4 ELW4 ELY4 DLM4 SLN4 CHNB CHYB SLN2 (CLW)6STY6 STP6 TW6 SPN6 YLW2 DDY4 Remarks PROJECT N0, 091823 DESIGNED BY, S. SOVERB PNOJECT DATE, CHECKED BY, S. sovms 11MOI OA I BY REVISION OES IPTIM STORM SEWER REMOVAL FOTH-17 6-13-85 NO. LOCATION DESCRIPTION REMARKS 1.02 CAD DATE, 7/26/22 93762 AM On" BY, CAD 1 6+57, 63' LT 24" X 247' RCP 3 6+55, 6' LT 24" X 26' RCP C r30 5 6+54, 14' RT 24" X 12' RCP IOWA CITY, IOWA 6A 6+22, 20' RT 10" X 100' VCP 8 7+79, 20' RT 24" X 610' RCP 11 7+12, 330' LT 24" X 172' RCP 1.03 3 12+51, 33' RT 15" X 58' RCP 5 12+69, 36' RT 15" X 34' RCP 7 12+84, 19' RT 15" X 40' RCP 13 14+93, 18' RT 15" X 376' RCP 1.04 5 17+02. 33' RT 15" X 47' RCP 7 17+21, 17' RT 15" X 70' RCP 1.05 2 24+34, 18' RT 24" X 100' RCP 7 24+86, 90' LT 24" X 155' RCP 8 25+15, 15' LT 15" X 60' RCP -- 9 25+16, 14' RT 15" X 60' RCP 1.06 3 34+09, 21' LT 15" X 312' RCP 5 34+09, 50' RT 24" X 69' RCP 1.07 - 3 37+02. 1' RT 12" X 51' RCP 5 37+39, 31' LT 15" X 70' RCP 8 37+87, 53' LT TWIN 36" X 22' RCP 9 38+13, 27' LT 15" X 64' RCP 11 38+47, 3' RT 12" X 47' RCP 1.08 2 40+91, 77' RT 12" X 46' RCP 4 41+19, 81' RT 6" X 25' CLAY 5 41+15. 41' RT 12" X 55' RCP 7 41+13. 8' LT 12" X 44' RCP 9 41+18, 51' LT 18" X 58' RCP 10 41+43, 23' LT 15" X 65' RCP 12 41+76, 27' LT 12" X 14' RCP 13 41+72, 0' RT 12" X 26' RCP 1.09 2 24+89, 212' LT 24" ARCH X 10' RCP 1.10 2 130+10. 0' RT 18" X 33' RCP 4 130+10. 24' LT 18" X 9' RCP 5 128+32, 28' RT 24" X 455' RCP 7 125+42. 23' RT 24" X 6' RCP 9 1 125+42, 0' RT 24" X 33' RCP 11 1 125+41, 22' LT 1 24" X 6' RCP 13 125+32, 18" LT 18" x 12' HDPE TABULATION OF PAVEMENT MARKING REMOVALS MODIFIED BC1'4 Broken Center Lim (Yellow) MPw No -Passing Zone Lim (Yellow) ELw4 Edge Line Right (White) OLw4 Dotted Line (White) CHwe Channellzing Line (White) Avg Stop Line (White) sr Y6 Yellow Curb YLW2 Yield Lim (White) eCr4 Double Center Line (Yellow) BLv4 Broken Lane Llne IMhltel ELr4 Edge Llne left (Yellow) slv4 Solid Lane Lim (White) CHre Channellzing Line (Yellow) Qw6 Crosswalk Line (White) Bros White Curb DOY4 Double Dotted Lim (Yellow) Location I Length lin Stations) Identification Station to Station Load I Side R BCY4 OCY4 NPY4 BLN4 ELW4 ELY4 DLM4 SLN4 CHNB CHYB SLN2 (CLW)6STY6 STP6 TW6 SPN6 YLW2 DDY4 Remarks PROJECT N0, 091823 DESIGNED BY, S. SOVERB PNOJECT DATE, CHECKED BY, S. sovms 11MOI OA I BY REVISION OES IPTIM LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371518541-70-52 SHEET W' CAD DATE, 7/26/22 93762 AM On" BY, CAD FROM KIRKWOOD AVENUE TO 1ST AVENUE C r30 CAD FILE, %,\m\IE\2009\091023\CAp\PHarn\091... ...w,t N7/ IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION TABULATION OF SILT FENCES too -17 II -10-83 IDo-17 Station Side Length (Lin. t.l Remarks 27x14.00 20.50' RT 31.5 EC -201 II-10-83 3 DEFRST 151+17.00 12.50' RT 31.5 EC -201 PG. 3 DEFRST LOCBLIOn 6LdtI0n Slde Length Remarks EC -2 1 PG. 3 26+25.00 20.50' L7 31.5 EC -201 PG. 3 (Lin. tJ 20.50' RT 31.5 EC -201 PG. 3 r 7 45.00' LT 31.5 EC -201 PG. H92.00 15.50' LT 31.5 EC-201 PG. 3 EC- Ol PG. 3 23+46. 20. RT 3 5 EC -201 PG. 1+92.00 15.50' RT 31.5 EC-201 PG. 3 E -201 PG. 3 24+85.00 Li 3 .5 EC -201 PG. 3+34.00 15.50' RT 31.5 EC-201 PG. 3 C- 01 PG. 3 KIRK 160+53,00 4 RT 3 .5 o_ PG. FRNK ST 70+68.00 12.50' LT 31.5 EC-201 PG. 3 C- PG. 3 KIRK 162+52.50 18 RT 31.5 PG. FRNK ST 70+68.00 12.50' RT 31.5 EC-201 PG. 3 PG. 3 KIRK 164.21.5 12.5 ' RT .5 N PG. 4+30.00 15.50' RT 31.5 EC-201 PG. 3 C- PG. 3 MCD 30x82. 35.8 RT 3 .5 EC- PG. SYC ST 125+39.00 16.50' RT 31.5 EC-201 PG. 3 EC -201 PG. 3 MCO 32x14.00 35.60' RT 31.5 EC -201 PG. SYC ST 125+41.00 26.00' LT 31.5 EC-201 PG. 3 EC -201 PG. 3 MCD 33x44.00 35.50' RT 31.5 EC -201 PG. SYC ST 125.39.00 16.50' LT 31.5 EC-201 PG. 3 EC -201 PG. 3 31x1 0 20.5 ' RT 3 .5 EC -201 PG. SYC ST 127.75.00 16.50' RT 31.5 EC-201 PG. 3 EC -201 PG. 3 33+42. 2 0' RT 31.5 1 i•a PG. SYC ST 127+75.00 16.50' LT 31.5 EC-201 PG. 3 EC -201 PG. 3 35x85.00 20.50' LT 31.5 EC -201 PG. SYC ST 130+08.DO 16.50' RT 31.5 EC-201 PG. 3 EC -201 PG. 3 • SYC ST 130+08.00 16.50' LT 31.5 EC-201 PG. 3 F T + SYC ST 131+68.00 18.50' RT 31.5 EC-201 PG. 3 PG. 3 • 13+19.00 15.50' RT 31.5 EC -201 SYC ST 131+68.00 18.50' LT 31.5 EC-201 PG. 3 31.5 EC -201 PG. 3 4+7 12+07.00 15.50' RT 31.5 EC -201 SYC ST 126+25.00 16.50' RT 31.5 EC-201 PG. 3 31.5 EC -201 PG. 3 41+76.66 II+13.00 15.50' LT 31.5 EC -201 SYC ST 126+25.OD 16.50' LT 31.5 EC-201 PG. 3 31.5 EC -201 PG. 3 41+80.00 9+01.00 15.50' LT 31.5 19+60.00 20.5' LT 31.5 EC-201 PG. 3 RT 31.5 EC -201 PG. 3 r 6+96.00 15.50' RT 19+56.00 20.5' RT 31.5 EC-201 PG. 3 15.50' LT 31.5 EC -201 PG. 3 OTFL 1001+22.50 15.0' SPRUCE 120+45.00 12.50' LT 31.5 EC-201 PG. 3 27+]4.00 20.50' LT 31.5 EC -201 PG. 3 SPRUCE 120+45.00 12.50' RT 31.5 EC-201 PG. 3 I7+75.25 21.5'LT 31.5 EC-201 PG. 3 17+75.25 15.85' LT 31.5 EC-201 PG. 3 FRND 211+05.00 12.50' RT 31.5 EC-201 PG. 3 FRND 211.05.00 12.50' LT 31.5 EC-201 PG. 3 16+66.50 15.50' RT 31.5 EC-201 PG. 3 16.64.50 15.50' LT 31.5 EC-201 PG. 3 15.79.00 15.50' RT 31.5 EC-201 PG. 3 15+77.00 15.50' RT 31.5 EC-201 PG. 3 G INTER 100+90.00 12.50' LT 31.5 EC-201 PG. 3 G INTER 100+90.00 12.50' RT 31.5 EC-201 PG. 3 PINE 89+20.00 12.50' LT 31.5 EC-201 PG. 3 PINE 89+20.00 12.50' RT 31.5 EC-201 CL 40 PROJECT N0, 091023 DESIWD BY, S. Minn NO BITE BY REYISIOp DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(6541-70.52 S11EET W. PROJECT DATE. CMECKEO BY. s. SBVERs CC DATE, 7/26/2012 967,52 AM DRAWN B7, �0�� FROM KIRKWOOD AVENUE TO 1ST AVENUE C.31 CC FILE, K,\CII\IE\2009\091023\C.10VI.\091023.01Wt V IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES TABULATION OF SILT FENCES too -17 II -10-83 Location Station Side Length (Lin. t.l Remarks 27x14.00 20.50' RT 31.5 EC -201 PG. 3 DEFRST 151+17.00 12.50' RT 31.5 EC -201 PG. 3 DEFRST 151+17.00 12.50' LT 31.5 EC -2 1 PG. 3 26+25.00 20.50' L7 31.5 EC -201 PG. 3 26+23.00 20.50' RT 31.5 EC -201 PG. 3 r 7 45.00' LT 31.5 EC -201 PG. 3 +44.00 20.50' LT .5 EC- Ol PG. 3 23+46. 20. RT 3 5 EC -201 PG. 3 24+87. RT 31.5 E -201 PG. 3 24+85.00 Li 3 .5 EC -201 PG. 3 160+5 4 LT .5 C- 01 PG. 3 KIRK 160+53,00 4 RT 3 .5 C- 01 PG. 3 KIRK 161.67 4 18,50' RT 31.5 C- PG. 3 KIRK 162+52.50 18 RT 31.5 PG. 3 KIRK 164.2 50 12. LT 31.5 PG. 3 KIRK 164.21.5 12.5 ' RT .5 PG. 3 MCD 29+75. 38. RT .5 C- PG. 3 MCD 30x82. 35.8 RT 3 .5 EC- PG. 3 MCO 31x49.00 35.70' RT 31.5 EC -201 PG. 3 MCO 32x14.00 35.60' RT 31.5 EC -201 PG. 3 MCO 32x79.00 35.60' RT 31.5 EC -201 PG. 3 MCD 33x44.00 35.50' RT 31.5 EC -201 PG. 3 31+13.00 20. 0' LT 31.5 EC -201 PG. 3 31x1 0 20.5 ' RT 3 .5 EC -201 PG. 3 33+42. I. 8' LT 31.5 EC -201 PG. 3 33+42. 2 0' RT 31.5 EC -201 PG. 3 35x85.00 20.50' RT 31.5 EC -201 PG. 3 35x85.00 20.50' LT 31.5 EC -201 PG. 3 38x83.50 20.50' RT 3 .5 EC -201 PG. 3 • FIRST x F T + r PG. 3 • 13+19.00 15.50' RT 31.5 EC -201 PG. 3 4+7 13+17.00 15.50' LT 31.5 EC -201 PG. 3 4+7 12+07.00 15.50' RT 31.5 EC -201 PG. 3 4+7 I1+15.00 15.50' RT 31.5 EC -201 PG. 3 41+76.66 II+13.00 15.50' LT 31.5 EC -201 PG. 3 41+80.00 9+03.00 15.50' RT 31.5 EC -201 PG. 3 41+80.00 9+01.00 15.50' LT 31.5 EC -201 PG. 3 ASH 81+24.50 12.50' RT 31.5 EC -201 PG. 3 r 6+96.00 15.50' RT 31.5 EC -201 PG. 3 4 6+96.00 15.50' LT 31.5 EC -201 PG. 3 OTFL 1001+22.50 15.0' LT 31.5 EC -201 PG. 3 27+]4.00 20.50' LT 31.5 EC -201 PG. 3 TABULATION OF SILT FENCES too -17 II -10-83 Location Station Side Length (Lin. t.l Remarks 27x14.00 20.50' RT 31.5 EC -201 PG. 3 DEFRST 151+17.00 12.50' RT 31.5 EC -201 PG. 3 DEFRST 151+17.00 12.50' LT 31.5 EC -2 1 PG. 3 26+25.00 20.50' L7 31.5 EC -201 PG. 3 26+23.00 20.50' RT 31.5 EC -201 PG. 3 r 7 45.00' LT 31.5 EC -201 PG. 3 +44.00 20.50' LT .5 EC- Ol PG. 3 23+46. 20. RT 3 5 EC -201 PG. 3 24+87. RT 31.5 E -201 PG. 3 24+85.00 Li 3 .5 EC -201 PG. 3 160+5 4 LT .5 C- 01 PG. 3 KIRK 160+53,00 4 RT 3 .5 C- 01 PG. 3 KIRK 161.67 4 18,50' RT 31.5 C- PG. 3 KIRK 162+52.50 18 RT 31.5 PG. 3 KIRK 164.2 50 12. LT 31.5 PG. 3 KIRK 164.21.5 12.5 ' RT .5 PG. 3 MCD 29+75. 38. RT .5 C- PG. 3 MCD 30x82. 35.8 RT 3 .5 EC- PG. 3 MCO 31x49.00 35.70' RT 31.5 EC -201 PG. 3 MCO 32x14.00 35.60' RT 31.5 EC -201 PG. 3 MCO 32x79.00 35.60' RT 31.5 EC -201 PG. 3 MCD 33x44.00 35.50' RT 31.5 EC -201 PG. 3 31+13.00 20. 0' LT 31.5 EC -201 PG. 3 31x1 0 20.5 ' RT 3 .5 EC -201 PG. 3 33+42. I. 8' LT 31.5 EC -201 PG. 3 33+42. 2 0' RT 31.5 EC -201 PG. 3 35x85.00 20.50' RT 31.5 EC -201 PG. 3 35x85.00 20.50' LT 31.5 EC -201 PG. 3 38x83.50 20.50' RT 3 .5 EC -201 PG. 3 • FIRST x F T + r 3 • 3 4+7 P3 4+7 RT 4+7 P 41+76.66 T 41+80.00 T 41+80.00 T + r I 4 TOTAL 7 II0-I2A Ifo-Iza POLLUTION PREVENTION PLAN POLLUTION PREVENTION PLAN This Base Pollution Prevention Plan (PPP) includes Information on Roles and Respcnslbllltles. Project Site Description, Controls. 2. OTHER CONTROLS Maintenance Procedures, Inspection Requirements, Non -Storm Water Controls, Potential Sources of Off Right -of -Way Pollution, and a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state Definitions. This plan references other documents rather than repeating the Information contained In the documents. A copy of this Base and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental Pollution Prevention Plan, amended as needed per plan revisions or by contract modification, will be readily available for review. laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. All contractors shall conduct their operations In a manner that controls pollutants, minimizes erosion, and prevents sediments from 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and storage, and use. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work Is a 3) Stockplle Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and source of potential pollution as defined in this PPP. paving. 4) Waste Disposal - Do not discharge any materials, Including building materials. Into waters of the state, except as !. ROLES AND RESPONSIBILITIES authorized by a Section 404 permit. A. Designer: 5) Spill Prevention and Control - Implement procedures to contain and clean-up spills and prevent material discharges to the 1. Prepares Base PPP Included in the project plan. storm drain system and waters of the state. 2. Prepares Notice of Intent IN01) submitted to Iowa ONR. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. 3. Signature authority on the Base PPP and NOI. Provide directions to truck drivers where designated washout facilities are located. B. Contractor/Subcontractor: 7) Vehicle and Equipment Cleaning - Employ washing practices that prevent contamination of surface and ground water from 1. Affected contractors/subcontractors are co -permittees with the ]DOT and will sign a certification statement adhering to the wash water. requirements of the NPDES permit and this PPP plan. All co -permittees are legally required under the Clean Water Act and the 8) Vehicle and Equipment Fueling and Maintenance - Perform on site fueling and maintenance in accordance with all Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. environment laws such as proper storage of onside fuels and proper disposal of used engine all or other fluids on site. 2. Submit a detailed schedule according to Article 2602 of the Specifications and any additional plan notes. 9) Litter Management - Ensure employees properly dispose of litter. 3. Install and maintain appropriate controls. 3. APPROVED STATE OR LOCAL PLANS 4. Supervise and implement good housekeeping practices. During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. 5. Conduct Joint required Inspections of the site with Inspection staff. When such situations are encountered, they will be handled according to all federal, state, and local regulations In effect at 6. Slgnature authority on Co -Permittee Certification Statements and storm water inspection reports. the time. C. RCE/Inspector: 1. Update PPP whenever there is a change In design, construction, operation or maintenance, which has a significant effect on the IV. MAINTENANCE PROCEDURES discharge of pollutants from the project. The contractor Is required to maintain all temporary erosion and sediment control measures In proper working order!-IL,cluding 2. Maintain an up-to-date list that Identifies contractors and subcontractors as co -permittees. cleaning. repairing, or replacing them throughout the contract period. This shall begin when the features have lost 5&, of thei- 3. Make these plans available to the DNR upon their request. capacity. 4. Conduct joint required Inspections of the site with the contractor/subcontractor. 5. Complete an Inspection report after each inspection. V. INSPECTION REQUIREMENTS 6. Signature authority on storm water Inspection reports and Notice of Discontlnuation (NOD). A. Inspections shall be made Jointly by the contractor and the contracting authority at least once every sevpiv aalendaO days ,,d after each rain event that Is 1/2" or greater. Storm water monitoring Inspections will Include: II. PROJECT SITE DESCRIPTION 1. Date of the inspection. _. u.D _- A. This Pollution Prevention Plan (PPP) is for the reconstruction of Lower Muscatine Road (Kirkwood Ave to 1st Ave). 2. Summary of the scope of the Inspection. - B. This PPP covers approximately 17 acres with an estimated 13 acres being disturbed. The portion 3. Name and qualifications of the personnel making the Inspection. of the PPP covered by this contract has 13 acres disturbed. _ 4. Rainfall amount. - C. The PPP Is located In an area of Tama. Downs and Garwln soil associations. 5. Review erosion and sediment control measures within disturbed areas for the effectiveness In preventing -Impacts .to mcelwivw3 The estimated average SCS runoff curve number for this PPP after completion will be 84. waters. -� 7 D. Stony Water Site Map - Multiple sources of information comprise the base storm water site map Including: 6. Major observations related to the Implementation of the PPP. ,. 1. Drainage patterns - Plan and Profile sheets and Situation plans. 7. Identify corrective actions required to maintain or modify erosion and sediment control measures. 2. Proposed Slopes - Cross Sections. B. Include storm water monitoring Inspection reports In the Amended PPP. Incorporate any additional erosion and sedlmer1t control 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets. measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found and complete all 4. Location of Structural Controls - Tabulations on C sheets. actions within 3 calendar days of the Inspection. 5. Locations of Non-structural Controls - Tabulations on C sheets. 6. Locations of Stabilization Practices - generally wlthln construction limits shown on Plan and Profile sheets. V1. NON -STORM WATER DISCHARGES 7. Surface Waters (Including wetlands) - Plan and Profile sheets. This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from 8. Locations where storm water is discharged - Plan and Profile sheets, these features may be controlled by the use of patio blocks. Class A stone, erosion stone or other appropriate materials. E. The base site map Is amended by contract modifications and progress payments of completed erosion control work. F. Runoff from this work will flow Into Ralston Creek. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION ' Silts, sediment, and other forms of pollution may be transported onto highway right -of -ray (ROW) as a result of a storm event. 11. CONTROLS Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will A. The contractor's work plan and sequence of operations specified in Article 2602.03 for accomplishment of storm water controls be conveyed and controlled per this PPP. should clearly describe the Intended sequence of major activities and for each activity define the control measure and the timing during the construction process that the measure will be implemented. VIII. DEFINITIONS B. Preserve vegetation In areas not needed for construction. A. Base PPP - Initial Pollution Prevention Plan. C. Section 2601 and 2602 of the Standard Specifications define requirements to Implement erosion and sediment control measures. B. Amended PPP - May Include Plan Revisions or Contract Modifications for new Items and fleldbook entries made by the inspector. Actual quantities used may vary from the Base PPP and amendment of the plan will be documented via fleldbook entries or by C. IOR - Inspector's Daily Report - this contains the Inspector's daily diary and Item postings. contract modification. Additional erosion and sediment control Items may be required as determined by the Inspector and/or 0. Controls - Methods. practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or contractor during storm water monitoring Inspections. If the work Involved is not applicable to any contract Items, the work will minimize contaminants from other types of waste or materials. be paid for according to Article 1109.03 paragraph B. E. Signature Authority - Representative from Designer. Contractor/Subcontractor, or RCE/Inspector authorized to sign various storm 1. EROSION AND SEDIMENT CONTROLS water documents a. Stabilization Practices 1) Site plans will ensure that existing vegetation is preserved where attainable and disturbed portions of the site will be stabilized. 2) Stabilization measures shall be Initiated as soon as practicable In portions of the site where construction activities have temporarily or permanently ceased. 3) Temporary stabilizing seeding shall be completed as the disturbed areas are constructed. If construction activity Is not planned to occur In a disturbed area for at least 21 days, the area shall be stabilized by temporary seeding or mulching within 14 days. Other stabilizing methods shall be used outside the seeding time period. 4) Stabilization measures to be used for this project are located In the Estimated Project Quantities (100 -IA) and Estimate Reference Information (100-4A) located on the C sheets of the plan. Additional Items may be Found In the Inspector's Dally Reports (TORI or Contract Modifications. b. Structural Practices 1) Structural practices will be Implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. 2) Structural Items to be used for this project are located In the Estimated Project Quantities (100 -IA) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other Item specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found on the 8 sheets of the plan or are referenced In the Standard Road Plans Tabulation. c. Storm Water Management 1) Measures shall be Installed during the construction process to control pollutants In storm water discharges that will occur after construction operations have been completed. The Installation of these devices may be subject to Section 404 of the Clean Water Act. I 3r No: 091023 DESIGNED BY: s. sovERs No DATE Br REVISION DESRIPTImx LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516541--70-52 SKEET NO. - cr DATE, CHECKED BY: S. SCIERS WE, 77z8/zoo 9,5752 AIN DRAM BY, - `V Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE C,'32 ar: XACRVE�20o9A09i0"�DAOAPI.ne�09lDzs-m Let _ `V, IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES CONTAMINATED SOIL/GROUNDWATER MANAGEMENT PLAN Important Notice to Contractors Management of Contaminated Soil and Groundwater CONTAMINATED SOIL AND GROUNDWATER Soil and groundwater affected by petroleum fuel products could be encountered during project excavation and construction activities. The source of petroleum products may be attributable to leaking underground storage tank (LUST) sites Identified at 1630 and 1851 Lower Muscatine or other unidentified locations along the project corridor. The Contractor Is responsible for assessing Indications of petroleum contaminated soil and groundwater during execution of the work. Indications of affected soil and groundwater will be determined through odor, appearance, staining, or vapor measurements using appropriate field screening equipment. If contaminated soils, contaminated groundwater, or petroleum liquids or vapor are discovered during excavation activities, the Contractor shall contact the Iowa Department of Natural Resources (IONR) Underground Storage Tank Section at 515-281-8011 within 24 hours. or within 6 hours If a 'hazardous condition" exists as defined In 567 Iowa Administrative Code (IAC) 131.1. A hazardous condition means any situation Involving the actual, imminent or probable spillage, leakage, or release of a hazardous substance onto the land, into a water of the state or into the atmosphere which. because of the quantity, strength and toxicity of the hazardous substance, its mobility in the environment and Its persistence. creates an immediate or potential danger to the public health or safety or to the environment. Assessment of contaminated sot[ and groundwater may require services of an Iowa Certified Groundwater Professional. The Contractor is responsible for acquiring the services of the Certified Groundwater Professional. Records and measurements collected to document compliance with the assessment and reporting procedures referenced In IAC 135 or associated IDNR guidance will be provided to the Project Engineer. In the event petroleum contaminated soil Is encountered, the Contractor Is responsible for segregating soils Into "contaminated" and "non -contaminated" stockpiles based on field screening and/or confirmation testing using the action levels and testing procedures outlined in IAC Chapter 135. Contaminated soil Is defined as "the presence of petroleum hydrocarbon constituents at or above the IDI Tier 1 Look -Up Table In 567 IAC 135". Soils determined as non-contaminatetl, based on the above referenced action levels. will be considered suitable for reuse as backfill providing the material meets project design specifications. The Contractor Is responsible for proper containment. staging, characterization, and disposal of any materials determined as contaminated. Temporary stockpiles may be staged within the project limits or other secure area approved by the Project Engineer. The soil will be placed on an impervious surface and covered to prevent precipitation run-on and run-off. The Contractor will maintain records of disposal of contaminated soils for submittal to the Project Engineer. Depths to groundwater within the project area are expected to be below the limits of utility Installations. The Contractor Is responsible for testing and proper management of any affected groundwater which may need to be removed for project construction or protection of worker safety. Groundwater affected by petroleum products shall be evaluated using the action levels and testing procedures outlined In IAC Chapter 135. All samples analyzed for determining compliance with the above requirements shall be shall be tested at a laboratory certified pursuant to 567 (AC 83. Any water removed from the excavation with concentrations at or above the levels outlined In IAC 135.14 shall be treated or disposed In accordance with local, state, and federal regulations. The Contractor will maintain records of treatment and disposal for submittal to the Project Engineer. HEALTH AND SAFETY In the event that contaminated soil and/or groundwater Is encountered, the Contractor is responsible for development and implementation of a Site Specific Health and Safety Plan to address potential hazards associated with petroleum contaminated soils and/or groundwater. The Contractor will be solely responsible for completing work In accordance with all fetleral, state. and local laws and for ensuring the health and safety of their employees and subcontractor's employees. NOTIFICATIONS If replaced or repaired utilities remain buried within contaminated soils or groundwater with concentrations exceeding the IAC 135 Tier I levels, the Project Engineer shall notify the affected utilities using the appropriate Iowa Department of Natural Resources 11DNR) form listed below. The notifications .111 require signature by a Certified Groundwater Professional. Water Supply Notification DNR Form 542-1530 Utility Company Notification DNR Farm 542-1531 Sanitary Sever Notification ONR Form 542-1532 PROJECT NO: Og1023 DESIGNED BY: S. SOVERS N0 DAM BY 1 REVISION DESCRIPTION STP -U-37151654)--70-52 SHEET N0, - SOWER INE ROAD IMPROVEMENTS PROJECT DATE. CHECKED BY: S. SOVERS CAD DATE/ 2/26/2012 9.5753 AM DRAWN BY, Foth RKWOOMUSCA FROM KIRKWOOD AVENUE TO IST AVENUE C.33 CAD FILE: 2:\MIE\2009\091023\CAO\Pl.\091023-COl.wrt IOWA CITY, IOWA ESTIMATED PROJECT QUANTITIES @ p © 0 p pC7 I NERAO. VERNON W Q BELL. CHESTER W 0 H N H M M KIRKWOOD AVENUE MEGAN A + + CHURCH OF CHRIST ARANEN R�� KIRKWOOD AVENUE CHURCH OF CHRIST N _ I 4 �� ®� A BECKER. LINDA L �9 GRADING LIMITS F— I II — _J. L_ g o I II, I o W ° 1f'''' R/W �.. ,�- 1 - . R/ --, R/W P/NO R/W B bE R/W O Iw ,E_ E O'. i r— w g w Sa - — - _° _ _ - Sa-_ - - a c.� - an. — 2 3 \ a 0+69 OHE r_Y — - v Wo — — - - — - — - - — —� — l-� — - — _ — A OI ST .67 (LOWER MUSCATINE R (/1 s a n KI (/DOD AVENUE ~ / oYR N STA. 71+ LIN. STREET) ? I- 1 . '`, - .""__J 6§5San. -i.... n C �. — _ - - -RA -o _ G - — _ -_ San — -CS=WH[C I = U � I - -- - - • \ — - — — — — - — SaA — — J � \ -ALL_--yl qr �- -" - R w-. - / ATE INA \ 0rn fill s �r, I II 5 \ 6 N ® ® I I I PROTECT EXISTING HENRY. BRADFORD V MOEHLMANN. BENJAMIN J SOTELO-HENRY. RITA & KIMBERLY AQ RETAINING WALL I I \ \ \ \ 6"0 DIP WATER MAIN REFER TO L SHEETS FOR REFER TO M SHEETS FOR SIDEWALK INFORMATION STORM SEWER INFORMATION © A I AR. MAN & MARY C I s PHILRFCK GEORGE K ® GRADING LIMITS I V cs REFER TO Y SHEETS FOR I PROTECT ALL I I 5 DRIVEWAY REPLACEMENT TREES NOT REFER 0 1 SHEETS FOR GRADER. DONALD E I p \ J \ 4 %• INFORMATION IOENTIFIE0 FOR REMOVAL REMO L INFORMATION & DELORES J PETERSON, ON TANG -'"" "h�" s ,% NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES (I.E. TREES. PAVEMENT. FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT 5 rA. 2+91.9 21.96' LT -5 F RE HYDRANT ADJUS MENT O7A• 6 4-41.23. 24.91' RT E @ LSTING IF ROAD ROUND AY 0 GATE VALVE O S R A. 2+95.07' LT _ NA NTAIN 18' MOVE EXI 45 IN F;qn 81 NO AND TA. 3+59 56 39.7 ' LT - - - - MINIMUM! SEP RATION 8'0 WATER WAIN - X ANITARY 5EWtR MAI IHGLE RE ACEMENT MINIMUM 5.5' COVER 0 S 8 A 3+2 19.07 LT O TA. 3+7 47 4.95' RT FL B WATER AIN 6 4.42 FL O W 18' RC TER MAI STORM SEW=ERSAS 684.5 0 45 M BEND H-EX2 — T8' RCP STO M SEWER O5 A 4+36. 7 24.56' R INT 0 PY 0 GAT V LV 8' WATER IAIN VPI +84.00 . S A. /+39x O 24.78' RT EIV - 90.87 8"0 DIP WATE MAIN AIRn5 TA. 3+8 50 14.4 RT go. - 0 2 MJ V AL BEND "O 22.5 MJ VERTICAL N Len 180.00ft TOP OF PIPE ELEV 684.50 TOP OF PIPE LEV = 68 .00 STA. 3+ 4.60 I6 I6' RT STA. 4+ .00 23. l' RT S"0 22. MJ VE TICAL BED J VER71CAL BEN M r m N Y N n n III O N O m m P N O 1/1m N< ^O Ne O!� 01 CI: ON O!r mr mn Pn NUI P 0D nN W1O Om r I� IIl Q N P m m WI N Y e O !7 N N O O O O O D' 0' 0' V P (T P P P UD P m O' m D' m m m m O O O O O P 0, D' P P 0`0- 0` P D' 0' D' 0' 0' D' O' 0 P CD m m m m m m m m KO m mm DO m W m m m n n n n n m b m mm mm c0.w m10 +15 3+00 mw IO +25 +50 �0Iom IDm mIo mm \D\D IOm mm mIO wo mm +00 +25 +50 +75 1+00 +25 +50 +75 2+00 +25 +50 +75 4+00 +25 +50 +75 5+00 +25 +50 +75 6+00 PROJECT N0: O9[023 CHECKE 0 BY: S. SOVERS PROJECT DATE: CHECKED By. S. SOVERs CAD DATE. 7/25/2012 5,48,51 PH DRAWN BY: ND GATE BY REVISION DESCRIPTION Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM STP-U-3715�554�-70.52 LOWER MUSCATINE ROAD SHEET W. Dr01 CAD FILE, X:\01\IE\2009\091023\CM\Plan\091093_DOl.e , IOWA CITY, IOWA PLAN AND PROFILE 10 �� Ir— 012 13 14 iiH/ROSINO TAKTAKISHVILI. OTAR M A1 -M RENTALS WEHRLE, SARAH J \ MAJOR. CHRISTOPHER L MAHONEY- MICHEAI J Zs C' GROUP LLC FORAKER, THOMAS J o WILLIAMS, FRANK I & AMY JO \ - 0 O I O 0 \ c PROTECT TREE (T PROTECT TRE S (TYPJ -- L� i - L _—__— _ — — — — _ _ _ GRADING — — — _ — — _ — — — — — —_Q-- - LIMITS \ \ J�£y_�.z TT — — — _ _ _ \_ E — _ o— _ - — - — W LOWER MUSCATINE RO 0 I \ I : N TA. 7+94.09 (DOWER M SCAT NE RD) c II \ � � - LOWE USCATI ROA !n TA.+ 0.00 3A STR T) = I' j8 I 3 4 Olt 5842 I 5� \ 2 Li San. n. — San. -- -- ----- -- - --- -- i Y W, y - -- - - - -'` f O 8'0 DIP WATER MgIN $ _ _ _ —. �- _ _ _ ,- �- i7' _ — _1 I �'.:— — — 4\ y z — ® — — —8' / OIP'WATER MAIN - - — � — -' 1 0—"/ DIP WATER MAIN � 50 � � \ .till- RADING L11 \ \ MO LAR BLOCK BETA ING WA L (RE ER TO \ U SHEETS) �+ - o" KRON. RONALD R "'a \ © (1 1 \ PROTECT TREES (TYP.) & LINDA SUE \ BUSS- DARYL DEAN LAUTNER. CHAD W ' CROY, SUSAN MARIE BLOUNT. ERICA M STA. 7+20.00 RT -� `�. \ MODULAR BLOCK RETAINING WALL 19.50' © (REFER TO SHEETS)` HYD A ASSEMBLY U '-� REFER TO L 'MEETS FOR REFER TO M SHEETS FOR - o SIDEWALK INFORMATION STORM SEWER INFORMgTION ST 8+69.50 26.00' RT \ FIELD. HOWARD M STA. 8+65- 0 26.00' RT Fr 0 20 \� 2 4 8 GATE VALVE g DARLENE J O 8 /GATE VA VE ® FEET -? REFER TO Y SHEETS FOR PROTECT ALL + \" DRIVEWAY REPLACEMENT TREES NOT R ER TO I ' TS FOR MAXEY. STEPHEN A 5 TA. 8+06.70 12.01' RT y s \ INFORMATION IDENTIFIED FOR REMOVAL R OVAL INF NATION 3 STA. 8+67.50 2 0' RT g ESTHER M trI 0 8 A X 6"A MJ TEE SANITARY SEWER MANHOLE REPLACE NT NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES 695 (I.E. TREES. PAVEMENT. FENCING. ETC.) 695 NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT MAINTAIN 18" PROPOSED E% STING ROUND MINIMUM EPARATI 690 P 'FIL GRA 0 ROADW Y 690 PRO OSED 685 PROIILE RA F 685 MINIMUM 5.5' C VER 15" RCP STORM SEWER 8"W DIP WATER MAIN 8"i DIP WATER 1AIN 680 680 VPI 6+90.0 Eiv 687.30 K = 44 675 675 670 1 1 60.00 670 665 665 O DO m P N O m T m O T O O 0 TO O m m O O 0 DD O Nul 0`m n N TO mm ..n W N Ta r a d N e T W T nn mn O'T •-.O N- ON Y O (q V rU) 0'O' P mP TO' W T W W n m nT nT n m t` T t`DD f`m t`m t` T mQ' W Q GDP mP mm - W m DO C' W m PP W W mm mw DOW m W DOW CD w m m m m m GD T m m W T W mm W N CDT mm m m m m m T mm DOW LOT m W T T T T m m T T T T m T m m m m m T m T m T W T T T T W T W T T m T m m T m T T m t_ w w WT wo +75 5+00 +25 +50 +75 6+00 +25 +50 +75 7+00 +25 +50 +75 8+00 +25 +50 +75 9+00 +25 +50 _ _ +75 10+00 - +25 +50 PRaECT W. 09I023 DEs1CWCD BY, s. sOvols No Dore Br REVISIm DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-371516541--70-52 BIEET N0 PROJECT DATE) CHECKED Bre s. sDYERs CAD DATE, 7/25/2012 5,4867 N DRAWN BYE #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD D.02 CAD FILET Xi\01\IE\2009\091023\CAD\ Il V091023_002.vNt IOWA CITY, IOWA PLAN AND PROFILE \ \ \ \ TVEOTE. BEVERLY J PUTNEY, KENNETH L MARTIN, RYAN A 0 DAWSON, THOMAS M 0 w 0 & SARA JEAN 0 0 0 0 0 0 0 + V A ,b, A + + + + + V 3HO \ W 1 ..�.. ro Q PROTECT TREE (TYP.) I W _ ^_ GRADING LIMITS - - - - _ _ _ _ \�, _. _ _ _ - - _ _ - _ - - - - - - _ - _ _ _ _Ti - - _ _ GSBAIril k- -- San._San. W _1 LOWU N rl4lMU. L MUSCAT -A'-12+.2 STA. 9 +00.00 P NE ST EE7 NOR H) iA. 90+00.00 (PINE STREET TH) STA. 110+00.00 (SPRUCE ST ET NORTHI LOWER MUSCATINE ROAD 6 ' -- Y iw R> ________ ____ 'i Riw ��® `\ GRADING LIMITS RPROTECT TREES (TYP.Y p� GRADING LIMITS o MODULAR BOCK RETAINING WALL PROTECT (REFER TO � S ETS) O 1 / \ + 8"/ OIP WATER MAIN SHRUBS (T YP.) SMALL. DOUGLAS W REFER TO 1 SHEETS FOR 8 GUYLIA L REMOVAL INFORMATION ' REFER TO L SHEETS FOR REFER TO M SHEETS FOR SIDEWALK INFORMATION STORM SEWER INFORMATION ',� opp RJM` D \ ® 0 20 \ +b BERTEL LI. FEET REFER TO Y SHEETS FOR PROTECT ALL V��c - p\� \ A GOROON A a DRIVEWAY REPLACEMENT TREES NOT INFORMATION WENT IFIED FOR REMOVAL A 6 WA MAIN b TA 1 1+00.0 19.50' RT ST 1 .38. 26. T TA. 12+ 0.00 26. 0' RT STA: 5+57.00 .0 ' RT S Q A. 15+59 30 21.0 ' RT 11 STA. 2+25.00 6.00' RT 13 TA. 12+5 .68 11. 9' RT NOTE: T ASSEM LY 'I GATE VALVE 8 / GATE / GATE LVE 6 / MJ T E X4 HYDRA 8" X 6"/ J TEE VALVE 6 8 I x CONTRACTOR SHALL BE RESPONSIBLE ANITARY EWER MA HOLE RE LACEMENT FOR DAMAGE TO EXISTING FEATURES TA. 12+36.00, .RT ST 12+38.0 24.00' RT' S STA. I5+ 0.00 19. 0' AT STA. 5+59.30 26.00' RT l0 S A. 15+61,50, 26.0 ' RT I2 STA. 2+21.81 17.51' LT TA. 16+13.33, 17. 6' 7 O.E. TREES, PAVEMENT, FENCING. ETC.) 2 4 l4 ALT I 700 NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT 6q5 695 ROADWAY UHUUNU q 9 MAINTAI 18" MINIMU 5.5' CO ER PROPOSED F 0 WATERMAIN = 83.74 MINIMUM SEPARATION 685 PROFILE GR DE 3 ' RCP STORM SEWER S A. 16+56.75 11 "/ DIP WATER M IN WATER M IN DIRECTIONAL MILLING 8'/ 22.5 J VE 1 AL BEND 2 STA. I +97.75 T OF PIPE ELEV - 686.60 680 8"/ 22.5 MJ VE AL ND STA. 3+40.00 15- 680 -�TA BORT 4G 811/ 225 MJ V RTICAL NO. TOP. OF PIPE EL V = 685..'5 STA. 13+04.00 1 STA. 13. 0.75 I 8"0 2.5 M5 ERT=CAn ENO Mi BOP 5;, =C685 7 TOP MF PIPPJ OF IPE ELEVVER 00 675 ST 13.24.00 8" BEND 22.5 M VERTICAL T OF PIPE ELEV = 682.25 7 7 t7 WY o) O O Wl n) O 0 N CD O n 0 0) O 1'1 WY m O O W3 m O N O N P^ +D N n t1 00 t1 O' WY 1p N n 17 m < O' UJ n N OD N P O Q N N N (O P n (0 m n P W O P N Cl- O 0' O 0'O P O PO P O 0'O 00 00 00 00 O O O O �- ^N ^N NN a3O' mm (0P WT ODP CDC" W 0' 0'Q O'P 0'P P 0' PP PP O'P 0'O' O'P O' O' V P PO' PP PP O'R 0'P 0'D' (O (0 l0 UD V) CD V) b lD b l0 t0 (D t0 lD b (O l0 f0 l0 !D (0 lD w lD w w w (0 (0 t0 l0 t0_ l0 l0 l0 t0 l0 lD f0 t0 (0 l0 l0 lD (D IO +75 11+00 +25 +50 +75 12+00 +25 +50 +75 _ 13+00 +15 +50 +75 14+00 _ +25 X50 +75 15+00 +25 +50 +75 16+00 +25 +50 PROJECT W. 091023 DESIU4D BY. S. SOVERS ROI DATE I By REVISION CESCRIPTIM LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(654)-70-52 SET W. PROJECT OATEN CRECXEO BY: S. SOVERB CAD DATE. TVzsJZOIz s�Ae�sB PN ORAVN BY. Foth FROM KIRKW000 AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD q D�03 CAD FILE, X:\CR\IE\2009\091023\CAO\Plan\0910n3 3-ffit �, IOWA CITY. IOWA PLAN AND PROFILE V V G RO IRK H Si R F _ - - \ AM R L N 5GRA s j d M Y / O \ \ O F je - 2 O+ O+ z 7C12w W ',� , .•. ... �. \ \\ N / wz N w w \ a V A oz I w / T TREE AND -. V V I I 00 `\o 8 LAND APING (T- - _ _ _ - _ _ _ _ _ _ - R/V _ _ _ I LRMUISGj r - I - - - �i �'y \ f - S v 3 , _A - __ - - _ Sar. - - _ _ _ _ _ - _ -4 _ - •- - - - __ - -_ __ a a L - - _ TE--_ - _ _ - _ _ - - _ 1 STA. I + 0 (L R MUS HE RD) STA 19. L82 (LOWERI MUSCAT INE O) _ " - - \ a� gyo I o_ STA. 21+24.81/(LOWER MUSCAT INE RD) ST A. 121+25.66 (S CES ET SOUTH) STA. 200+00.00 fM10 AMERICAN OR 1 (__ _-- ' \ \ STA. 160+00.00 (MID AMERICAN/KIRKWOOD ENTRANCE) I --""<--_ 8"/ Q{pWATER '0 +091 SIO STA. 21+14.5 (LOWER MUSCATIN RD) _ 12 - LOWER MI�ISCAT ROAD / ""a--.. (W/ NITRILY GA $K S)�STA. 132+94. 1 (SYCAMOR STREET) \ DHE H - _ _ _ E _ -- p- St.S. _ _ _ O - - -- __ -18. -STA. \ 7 V ry e + 8"/ DIP W r G ING LIMITS i S T MA N O M AR BLOCK TAINING W I 2"/ WA E IN ROTECT TREE.(TYP.) EF TO U S ETS) _ \/ \ / J \ ATER MAIN •\ / N ILE G 1 Q.,� •• / � ,�, o" • e'/DI o L7 6,S4 DIPiS d ; EC7 A Q ATER MAIN a ES NOT STYRON. STEPHEN L \ J TIFIE OR RE AL AN `•� c� _ � \ � 20 , REFER TO Y SHEETS FOR _(�� - \•�� _0 DRIVEWAY REPLACEMENT REFER TO L SHE FOR REFER TO M SHEETS FOR REFER TO I SHEETS FOR Y INFORMATION SIDEWALK INFORMATION STORM SEWER INFORMATION REMOVAL INFORMATION / RT H A H P� ` © TA. 17+03.00, 26. Ri 3 TA . R 'S OO A. 20+2 .00 3 ' RT $TA. 0+81.00 30.50' R. 79 STA. 20* 1.00 77. 0' LT STA. O 21+60.0 30.50' T STA. 1 21+85. 4.50' R NOTE: / ATE X 8"/ ItJ TEE 6 9"o X 8 0 NJ TEE 8"0 GATE VALVE X 12"/ AS EP LY VALVE TE V'L 8 / GATE V' LV 8'0 12 Ili TEE HYDRANT CONTRACTOR SHALL BE RESPONSIBLE - WIT 12"0 X / FOR DAMAGE TO EXISTING FEATURES TA. 17+07.00, 26. RT STA. 8+00.00 24.50' R O STA. SA 20+2 .00 34.0 ' RT 7 STA. 0+81.00 28.50' R TA. 0+ 1.0 5. 0' LT REO CER ON N RTH RUN STA. 2SANITARY 17+11.4212.50' / G T ALVE 8 / G TE VALVE7C REMOVE MANH 705 (I.E. TREES. PAVEMENT, FENCING. ETC.) 2 4 8 T N 705 NOT SPECIFICALLY IDENTIFIED FOR 7A STA. 0«86.00 75.00' L CONNECT 0 EXIST) G STA. 10 21+6 .0 30.50' T +17.40 18.48' L REMOVAL AND OR REPLACEMENT WITH 8"/ SOLID EVE 12' VE STA. 3 HYDRANT ASSEM Y GATE VA VPI 2l*60.00 SANITARY MANH LE REPAI STA. 21� 8.00 30.50' 0' RT 0. / GATE 700 VALVE Elv 69 .19 STA. 21+62.78 13.27' Eff 700 Len 5 .00ft STA. 22+03, 2 RT E% STING GROUND -0.5 % 695F WATER 4AIN 66, 1. e MATER MAIN 6.69 ® ROADW Y +1.05% 695 15' RCP R STORM SEWER MINI M 5.5' COVER +0.50% - FL WATER IN • 681.15-\INIMUM AINTAIN 18" EPARATIO 690 MAINTAIN 18" PROPDS 0 36" CP STDR SEWER 690 MINIM SE ARA ION 12"/ DIP WATER MAIN 12'/ X B"/ J REDUCE 8'y DI WATER AIN 7 ON NORTH RU OF TEE 685 685 UIA 6-83..-75 "- 8 / 2 .5 J VRTI AL BEND16 00 S A. 20t6J 00 8 0 2 .5 MJ ERT )CAI J VERTICAL BEND ENO T P OF PIP ELEV = 687.30'. Elv 6q3.25 ST . 20+ 9. 0 8 / 22.5 2. M A IC TOP PIPE E EV = 686 STA. 6+80.00 B0 STA. 1 +82.00 K = 9 8 T P OF PIPE ELEV = 89.60 TO OF PIPE ELEV= 9.25 8 / .5 MJ VERTICAL 8 / 22 5 MJ V 680 END TICAL BEND Len 5 .00ft 680 TOP PIPE. E EV c 685 25 TA. 0 STA. +5 .50 TA• I7+6 .00 8-0 22.5 MJ VERTICAL BE 8"/ 2 .5 MJ ERT ICAL NO STA. 17+57.00 AL BEND TOP OF PIPE ELEV 685.25 TOP PIPE ELEV = 685 5 "0 22.5 MJ VERTI 8 / 2.5 MJ ERTICAL BEND P OF PI E ELEV = 685.00 67 TOP F PIPE E EV = 68 .15 675 CI Nl w O !7 N OD O N 1` CI P Vl m Q O t0 :'1 10 O 0' N P N 1'1 r! O O (0 19 n r% OR P N ^ V N "Is t0 Y o) n O 0: 1 1'! VI N r D) O O t'1 N N Q m,w O m � DID 0' m W n n rf tp N N N N N N N N N N N f•1 N M M r1 !•1 !•1 !7 1"1 < C] < f O P Q Y Q Vl Ifl K1 N N N V1 Nl {0 V) N N Wl N N I(1 Vf 0' 0' O' P 0' P t0 w w D) U) t0 t0 WAD c0 w w w w c0 l0 tD t0 N 10 10 10 40 O c0 t0 tD rD 10 _ t0 t0 t0 ID w - +75 20+00 r0 t0 _�O w +25 +50 c0 t0 t0 c0 0 w t0 t0 t0 N w c0 ID tD w w l0 w w w t0 rD to b :O w +75 I7+00 +25 +50 +75 18+00 +25 +50 +75 19+00 _ +25 +50 +75 21+00 +25 +50 +75 22+00 +25 +50 FIZOJECT HOS 091023 DESIGNED en S. SEVERS S. NO DATE BY REY15I0! DE�RIPTIDR LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70.52 s�Er W. PROJECT DATES CHECKED BYi SEVERS GO DATE, 7/25/2012 5,1900 PM MAA en Fot h FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD D+04 CAD FILE, Xt\M\lE\2D \D 102a\CAorPI. \: IM3» .et IOWA Cm, IOWA PLAN AND PROFILE L° 21 KIRKWOOD > KIRKW000 I i I � KIRKWOOD KIRKW000 COMMUNITY COLLEGE ' L O Y O T p I OI COMMUNITY COLLEGE O O 0 • 0+ �+ -- -- 4 �I PROTECT EXISTING q L0 (D n LIGHT POLE - y - -- PROT CT TREE ITYN - - - RA -'.PROTECT GRADIN EXT TIN '. .. ��•_' __ ____ LIMIT,5 " - _ _ \ / 6 PROTECT 1 TING E s 5 I 1 LANOSCAP \- "® 4 G __LRRAIDIIS o •�x d/ HBe z-___ R/W R/1l R/W _____ - _ -" _. _ - �- _ c - _ - -- _ -- - - _ - - - _ _ _ - _ - _ _ an. ^- --�_- 695 - TI _ - - - _ _ _ - _ _ _ - TI.. - - _ - - - _ - $t.5. _ - _ 14-- W W - LOWER MUSCATINE ROAD 6"A OIP TER MAIN STA. 26+69.30 (LOWER MUSCA NE RD) = STA. 151+70.00 (DEFOREST A NUE) OWER SCAT INE ROAD 0Nfl 12 w IS 16 (W/ NITRIC GASKETS) y �+ ( i 12"/ OR,STA. 21+62 TO TA. 7+93 >• 1 IB 1 22 7 23 24 WATER MAIN INSTALL NIIRIL9 GAStE TS - -DHE- - HE ____-._ I - ..OHS - - - _ - - OHE OHE OHE -- @ - _ G - - ) 13 I41 - - -12,r - - 10 _ 11 `_-/i �i/ 1 2.71 _ J s- •:� s9 ®GRADING [MITE� g o /�-� / 12"/ IPS'UATE MAIN ° 7 G KETS) Z MATER MAIN I j (/ N T ILE GASKETS) 4 REFER TO I SHEETS FOR PT © J, I REMOVAL INFORMATION F T ~ � Y REFER TO L SHEETS FOR REFER i0 M SHEETS FOR I -� SIDEWALK INFORMATION STORM SEWER INFORMATION 3® _ LL W 4 ZO REFER TO Y SHEETS FOR PROTECT ALL LENZ, JOHN E & JANICE K 3 ® 3 3 © I G _ DRIVEWAY REPLACEMENT TREES NOT INFORMATION IDENTIFIED FOR REMOVAL SHULTZ, ELLIS ROCHEV 5HIILTZ. JAY D WONG® YIN o� TA. 24-711900 30. ' RT STA. +7 00 5.00" Li ST O +0 - 4.SD' RT 1 STA. 2 +95.50 0.50' RT S 13 A. 28+39 41 18.7 RT ST 16 28+39.6 9.32' T 1 STA. SANIT 1+56.79 2.2 ' RY MANMO E REPAI - NOTE: O 2'/ GATE VALV .5 MJ B NO )RANT AS EMBLY GATE VALVE MOVE EXI TING 6" VALVE 6"I 2 WY 1 / R RE ACE VAL E BOX CONTRACTOR SHALL BE RESPONSIBLE A 6"0 % "/ TEE. INSTALL - FOR DAMAGE TO EXISTING FEATURES (I.E. TREES, PAVEMENT, FENCING. ETC.)Vpq Z TA. 24+7P.00 30. 0' RT STA. +75.80 4.00' LT 8 ST k., 6+84.0 30.50' RS STA. 2 +5 .00 0 5 RT 3 OF 8"/ IP WATER MAIN ST 8+37. 23.04' T 2 STA. +68.37 5.41' RT 7 05 7 5 NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT TA 24+ 7 .00 26. 0' RT +74. 0 0. 0' RT 2 «q 8 30.50' RT 5 L4.ST A. 28+35 64 12.2C' PLACE V VE BOX LT HY RANT TO 28+37. 55' LT STA. 4+13.53 12.32' RT STA.2 ST 0- ST A. . SHEETS) 2 RELOC 0 t GATE VALVE 2 +93.63 T TE MAILBOX TO 12"♦ ATE VALVE / X I JTEE. 1 V X LU (RE ER TO J STA. 4+13. 21' RT 700 AND IN TALL S A. 28+3717 12.3 LT 700 SA Y MA HOLE E AI 2 STA. 4. I. 1 T MI ITE 421 RELOC PR POSED_ MAINTAI 18" STA. 4-69, RT PR FILE G ADE MINIMUM SEPARAT ON 0.50% 695 695 -0.50 . FL 9 WATERIB 44 EXIST( G GROU D MINIMUM 5.5' COVER 18" RCP STORM WER90 @ R ADWAY 690 - - 690 1 12'10 DIP WATER MAIN - - EXISTING 12"0 VPI 4+85.0 IF WATER MAIN 685 685 El� i594.57 STA. O RT K = 0 2 RELOC TE MA3X. TO Len 50.00ft - STA: 5+37, 21 RT -- STA. 6+00. .91' RT 680 2 680 STA. 6+01. 21' RT C--! STA. 5+65. 41.0' T SS SIGN BUS1N 75 (RELO ATION BY OTHERS) 675 I(' n Cl- N tO lO f N MN Nt7 O'N mO rP l0 Cl t0 O' r 1[1 (ON Oto ^r N1� OO 1(10 l0N nt1 OJQ O P ^In NP Oto 0 n 00 w 10 on N I[Y Y Wi v IUD v v v v v v v v v v N v Wl v N v I(: I[1 If1 N N I[: WI WY N N A0 N N N IO N l0 N l4 tp AO 1p ID (0 14 l0 N V) 1p O tO U) l0 l0 l0 O l0 W1 l0 V) V) O (O tD +75 l4 t0 l0 O lO l0 l0 t0 l0 O lD O (O l0 t0 lD AO wl0 lD tow w DO t0 +75 23+00 +25 +50 +75 24+00 +25 +50 +75 25+00 +25 *50 26+00 +25 +50 +75 27+00 +25 +50 +75 28+00 +25 +50 PROJECT MO, 09!023 DE5101EI RY, S. SOVERS NO DATE BY REVISION DESCRIPTIW LOWER MUSCATINE ROAD IMPROVEMENTS STP•U-3715(854)-70.52 T W. PROJECT OATEN CHECKED BY, s. savERs CAD DATE, 7/25/2012 514443 PM 01-1. BY, Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD D.05 CAD PILE, X.\CA\1E\2009\091023\CAWIR .\041023_005.:M IOWA CRY, IOWA PLAN AND PROFILE / ORAL-B LABORATORIES © / o 0 ° o/ 3� o 0 0 cy PROTECT TREE (TYP.) ° STA. 3 +19 75 (LOWER MUSCATINE RD) — — — — — o STA. 140+©.00 (MALL DRIVE) GRADING — — — — — — — SC i -------- _ —t — — — — — — — — — — — — — — — — — — — — — — — — — — I— — r-1 — r-I a e —---------r-1— — — -- — r—I R/W —��o- os'� _ _ /W R /W a _ - _ - - - - —DAM - -HE- OHS - - --=- SHE -- - �H� - - off �_- __0HE =__ - - - -DHE - - — - — — — — — — — — — W — - LOWER MUSCATINE ROAD — — — — — I— — — — — — — —6 W — — — — — 1 -+ C— — — — — — — — — — W — — — — — — — — — — W — — — — — — — — — — — — — I LOWER MUSCATINE ROAD z 4 G— — _ _ —(— _ _ — — — — — — G — _ _ _ — _ — _ — — _ _ — — G — _ — — — — — — _ — — — _ — — — _ — _ — — — L i O d a R/N — R/N O _ O O a.---- — -- --- ------V.AnINC. ----------- — - J PROTECT TREE (TYP.) LIMITS 0 r REFER TO SHEETS FOR 1OVAL REMINFORMATION-_- REFER TO L SHEETS FOR REFER TOM SHEETS FOR SIDEWALK INFORMATION STORM SEWER INFORMATION 39 0 20 REFER TO Y SHEETS FOR PROTECT ALL DRIVEWAY REPLACEMENT TREES NOT © STA. 31*9 L22. 6.48' LT STA. 32«06.34, 7.21' LT STA. 32+24.00. 46.0' LT O O CORE SYCAMORE TOWN CENTER T LLC INFORMATION IDENTIFIED FOR REMOVAL REPLACE VALVE BOX REPLACE VALVE BOX BUSSINESS SIGN - (RELOCATION BY OTHERS) - A. 31+. 2.96 ' LT STA 32+08.8 6.96' L - NOTE: PLACE. ALVE BOX ACE VALV BOXCONTRACTOR REP SHALL BE RESPONSIBLEFOR DAMAGE TO E%ISTING FEATURES A. 3l+ 3.54 23. 5' LT STA 9+65.5 2 T - 705 (I.E. TREES. PAVEMENT, FENCING, ETC.)NOT .74' 705 SPECIFICALLY IDENTIFIED FOR :jE ORANT 0REMOVAL AND OR REPLACEMENT A, 31+ 3.5. 45' TFER T JSHEETS) 700 700 —PROPOSED - .507 PROFIL GRADE 695 695 VP 2C+15.00 __. EXVT1 G GROUND a ROADWAY EI 696.72 690 690 K Le 50 50.00f 685 685 680 680 675 675 111 AO t0 h T Cm O P Y O• N P ^ O O N O' n !� V7 O N 1/1 a < m N N N O O' O t` G` (0 m N n < n N O l0 O N Oi[1 t0N U)1(1 10N NN 11; tp0 :GN NN NN NN Mir) NN 1I1 N I(1N NN Y N Y Y Y O <e << vv VV vv P P ? O- O' P Q' Q' O' Q` O' P P P P 0' P P P P P G` O' 4' O' Q P Q' P O' P O• P O' V P P O' P P Or D' P V' O' C' Q' P w AO l0 U) l0 AO N A0 ,D lD {0 l0 0 w V7 w w w W AO 0 !0 t0 lD O t0 N l0 10 l0 b 0 lD l0 l0 t0 t0 t0 l0 l0 t0 l0 (O l0 - _ l0 t0 lO l0 +75 29+00 +25 +50 +75 30+00 +25 +50 +75 31+00 +25 +50 +75 32+00 +25 _ +50 +15 33+00 •25 +50 +75 34+00 +25 +50 PROJECT NO, 091023 1 Aro I DATE I By I REVISION DEECRIPTIOM LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715654)-70-52 EIEET M. PROJECT DATE: clscXED Br: s. sOVERs CAD LATE: 712512012 5:49:05 PM DRAux Br. #Foth FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD p,Qs CAD FILE: N:\CR\IE\2009\091023\LAD\Plate\09102]_OD6.Nt IOWA CITU, IOWA PLAN AND PROFILE / FS / l , ® 3, WE PA Y / PR STILES REAL ESTATE CORPORATION j STATE BANK /I Coq' c �� °IAC�� Cr I� ;Zp0 / O �� �C \ / \ cv) /��/ �/ / \ � OT C4 EXISTING , B , SIS E & i 0 GRADING ® / ROT ECT STING SIN SIGNS / / / `Y o % j�c->r —LIMITS ''- V�-00of) �— 7#T Ei a - o _ OHE — -_ _ — - _ H - OHE— r y �-an. - —— _ _. �, 38/10 IA — _W — _ — _ — _ _ - _ — W — - — - — - _ _ _ — — - — - _ _ — - — - — - 12"f SANITARY SEWER LOWER MUSCATINE ROAD II (REFER TO 0 SHEETS) RELOCATE WATER MAIN TO / \ I- - — -�— - — - — - — - — - — G — — - — - — -BELOW PROPOSED 7'.3' \ - - REFER TO VERTICAL WATERriMAIN_ _ _ - — - — - — 4 - _ ADJUSTMENT DETAIL ON SHEET B. 121 — I_ - — - - — - - — G — - _ _ _ _ — - - __ _ o � 2 c 3 a° R/W a R/W—h-'.__.--__—�—~.. MW_ _— R/W — _ _ — _ /I� _ _ — — v 00+p " 0 2 =�7Od scs.— /' GRADING LIMIT Pjj�iOTECT EXISTING 96 / ES- d `i OTECT TREE fTYP.I ! LTH POLE --�t„5 i, pO p0'Op \ 0 \ REFER TO 1 SHEETS FOR �„5.-� ZePROTECT EX. TING\ \ / REMOVAL INFDRMAi IONS �� 5' X5PCC RETAINING WALL\ S REFER TOL SHEETS FOR REFER TOM SHEETS FOR 3 SIDEWALK INFORMATION STORM SEWER INFORMATION D� 20 O REFER TO Y SHEETS FOR PROTECT ALL03 DRIVEWAY REPLACEMENT TREES NOT \ / a g INFORMATION IDENTIFIED FOR REMOVAL CORE SYCAMORE TOWN NT R"T LLC - 4 +161 9.00SRT STA. 3 +77 44 - .71' T� NOTE: `=-� SNS ALTA 12 / 45 MJ END I6A/ % / MJ USSIN SI _ AND PING CONTRACTOR SHALL BE RESPONSIBLE 16'4 X 12"0 REDUCER (ND TH) (RELOCATED By, 1OHERS)-- [' FOR DAMAGE TO EXISTING FEATURES I6"/ X 8"/ REO CER (EAST) (I.E. TREES. PAVEMENT, FENCING. ETC.) STA 8+99.0 T NOT SPECIFICALLY IDENTIFIED FOR RE VE EXIST NO 90 END STA. AIL 63.76 9. RT REMOVAL AND OR REPLACEMENT VPI 37+70 0_ INS ALL 12"f GATE VALVE Tt 16 O UTTE LY VALV EI 694.29 STA 39.43.0 29.00' 7 TA. 4+68.73 .9 ' LT K = 36 \J 12 ENO 45 MJ L t '�• STA 40+59.7 29. T EX ST NG GRO D PROPOSED 12 LVE GATE -V @: ADWAY PROFILE GRADE 4U tlux# 0.5D/. FL MI IMUM 5. COVER sqn FL = 688.72 15" RCP9.74 690 STOR SEWER E ISTING 1110 DI WATER AIN 12"0 IP WATER MAIN 685 VPI 5+85.0 PI 38r 5.00 W W K = 50. 84136" = 43 680 Len 50.00ft en 6O.c Oft SRO 675 675 N P n f f III IO P ^ < O P P N P n 1[t r P N f IO P ^ P m n N OD N N^ < P f O N tD ION W N P N O n P (0 O IO n N N t7 f N f N N N r IR m N P P O N t7 t7 f M f I�1 Y t7 f I�1 t7 I7 t7 I'1 t7 � t7 t1 M 1"1 � f M f m f !1 < t7 CI f'I 1'1 t7 t'1 f'I r1 t•1 rf t•1 t1 m n M m I'1 P Q f f P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P (0 (D b d l0 (O l0 lD lD V] U) l0 (0 U) c0 t0 t0 t0 .75 U) ID IO ID 38+00 +25 +50 t0 ID +75 IO (D l0 IO lD 39+00 +25 _ l0 +50 tD _ t0 +75 ID IO ID l0 +75 35+00 +25 +50 +75 36+00 +25 +50 +75 _ 37+00 +25 +50 40+00 +25 +50 PROJECT 110� N1020 OESIGNEO By,s. SOWERS NO DATE BY REVISIM DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3115(654)-70-52 SET NO. PROJECT DATE, CHECI(EO I, s. SDYm! CAD DATE, 7/25/2012 5.49.06 PN DRAWN BY. fO`� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD D.07 CAD FILE X\tli\IE\2DDq\WI020\CAO\Plan\09I021a1D].Mt � i0WACin. iOWA PLAN AND PROFILE LIBERTY GROWTH IV LC 3, QFLS PROPERTIES / PROCTOR A GAMBLE W � O W I O\S O O O O O HAIR CARE LLC O O 'a �/O sa 7hIT N s (n v / In (D I \ I / © / 1 I PROTECT EXIST[ ` - StY PROTECT TREE (TYP.) • \� _ — LIGHT POLE / GRAOINC J/,b'• Y 3 LIMITS PROTECT EXISTING — � -- _ — _ — — — — — — — _ — _ f� Q_ '� T d RADING LIMITS ' o• I BUSINESS SIGNS _ 1 + DHrM OBE 64 o+ 4 N .d San ` n._o.. VV Yr OHE - — —5r — - ^ — _ — _ _ — — — — — ST 40+92.49 (LOWER MUS ATN RD) _ '°! - '--- - °"E ST 14+55.80 (FIRST AVE U) 771 LOWER MUSCATINE ROAD / B p. 0 im — _ — _ — $e811 V W a ak 5 I O — — — — — — — — — — — — — Dt REFER TO I SHEETS FOR g,_. REMOVAL INFORMATION-_� 0 SL o V i ? REFER TO L SHEETS FOR REFER TO M SHEETS FOR F SIDEWALK INFORMATION STORM SEWER INFORMATION f-0 �� 20 E • i 0 �C I d l REFER TO Y SHEETS FOR 3 ® PROTECT ALL FEEI 1 I, DRIVEWAY REPLACEMENT TREES NOT -� t � INFORMATION @JS ENTERPRISES LC T R CITY OF IOWA CITY IOENTIFIEO FOR REMOVAL O TA. 41+ 00 45. 0' RT O STA. 04«71.9 33.29' T © STA. 43+ 0.80 I9. 6' LT 9 STA 1«40.4 4.0' FIT- NOTEI YD ANT SSEMBLY AC VALV BOX ADJUST 5 NI ARY MANHOLE ESS SIG & LANDS REP BUSSI APING CONTRACTOR SHALL BE RESPONSIBLE - - (RECO ATION BY OTHERS) FOR DAMAGE TO EXISTING FEATURES 2TA. 42+ 2.89,. 33. 6' RT STA. 44- Z -5; K, 28.50' T STA. 45+110.69, 4.2 ' LT 705 (I.E. TREES. PAVEMENT. FENCING. ETC.) NOT SPECIFICALLY IDENTIFIED FOR O O 7 IST VENUE NSTALL ' OF I6" DIP WATER MAIN PI 43+ 5.00 /—CONSTRUCTION REMOVAL AND OR REPLACEMENT /021 I6'A SOLID SLEEVES STA. 44«78. 33.28' T STA. -45+ � RT --- Iv 697.9 RE 0 ACE VALV BOX RELOCA E MAILBOX TO 700 PRO OSED PROFILE G ADE = 62 STA. 45+ 0. 19' RI 7nn L 12'1 + % 9 --EXLS ING GR UNO @ € ROADWAY - STAT1 N 46+36. 3 T T N 4 9 94 L V. 69 6. _ PI 45-!5.00 EXI TING I6' CAST Iv 696. 9 685 IRO WATER AIN 66 685 en 75. OFt I6"! % 2"0 MJ R OUCER AAAA 680 ON NORTi RUN OF iEE 675 675 P n Ifi ('1 r 1f1 !7 tD T N P N P n Wl b 0`n Nm ]-T OM m < 10 t0 0I� P W O W D'O LO— t0 WlN a c'1 a t0 P t0 N r n P e Y e N P < w N 10 Wl 10 Wf t0 Wl tp W) n N IO w w w 10 ID t0 w IO ID w w (O w w (O w 10 w m m Ce' 0'O' PP PP P T P PP m V P m V P P M V P O' V PP P m O' PP PP m m RD` O' 0' m O' O'P PP w PR m m Pl0 10 t0 l0 tD t0 LO tD N 10 t t0 b b +75 t0 45+00 !0 a +25 +50 t N t \D +75 41+00 +25 +50 +75 42+00 +25 +50 +75 43+00 +25 +50 +75 44+00 +25 +50 +75 46+00 +25 +50 N0, 091023 Br, S. SOWERS ND DATE Br REVISIDN oSscRlPnaN LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(664)-70-52 TND' MJECT PROJECT DATE, CAD DATE, 1/zs/2012 CHECKED en s. savEns CHECKED 5.49,08 N DRAWN BY, Fot FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD D.08 CAD FILE: %,\CR\IE\2009\091023\CA VIP ,\091023.008.NH IOWA CITY, IOWA PLAN AND PROFILE OSTA. 70+31.00. 7.50' RT l CONNECT TO E%� INS- ® - " - - G - �'.J STA. 81+07.00 16.00' RT 6 /GATE VALV Oq 67%. FIT 6"/ CAST IRON WATER MAIN GRADER, DONALD E I I CONNECT TO EXISTING qsl+H-Ir--�6ENOJ.00 \ WITH SOLID SLEEVE & DELORFS J 6"/ CAST IRON WATER MAIN % Y I t O STA. 81+27.35. 30.50' RT & ESTHER STA. 70+40.00. 7.50' RT O g.6 / GATE VALVE I STA. 81+09.00 19.00' RT 6 /GATE VALVE / HYDRANT At MBLY OSTA. 70+42.00. 15.00' RT I J59"0 i STA. 81+11.00. 16.00' R7 J / HYDRANT ASSEMBLY _ a 6 / GATE VALVE 0 4 STA. 70+40 7.50 RT p 6/ GATE VALVE p PETERSON, rDNOTAN I + 14. 701'j�'. 10 7.50' RT p ^ I G NU 6 / M-" M E STA. 71*25.00 (FRANKLIN STREE = - p /+ / © STA. 70+55.45 12.00' RT STA. 3+69.67 LOWER MUS TINE RD)_ f� 6 / 22.5 MJ B NO PROTECT EXISTING o vl I k + 00 RETAINI WALL STA. 70+66.12 39.00' RTR/W R W 695 ,.I I co S A. 82+00.00 (ASH STRESS ---/ I 6 / 22.5 MJ BEND R/W A 7+94 9 T R / O STA. 70+67.51 40.44' RT Z+q - - - -i-1 PROTECT TRE (TY _ 6 / GATE VALVE ° FRANKLIN STR i = 2 q �i - - - - - - -� -ue5 - - _ - --_ SH 4TREET - - - / I HO 0 R\tjL�A /w e �+ (� 7 GRADING GRA ING LIMITS LIMITS © R/w aiW Y A A ✓ /' / O GRADING LIMITS /0 / / / / I /-' HER L AU ( ��0 © / / // / / KRON. RONALD R / c REFER TO [ SHEETS FOR _C.r-Z REMOVAL INFORMATION a / +!'7 REFER TO L SHEETS FOR REFER TO M SHEETS FOR I / z / LIMIT SIDEWALK INFORMATION STORM SEWER INFORMATION 5, (VQ' / CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES / / a /;,-- /� ' / / �� B 0 20 (I.E. TREES. PAVEMENT, FENCING. ETC. 7 / ,, / / P� 20 FEET R REFER TO Y SHEETS FOR PROTECT ALL /� FEET NOT SPECIFICALLY IDENTIFIED FOR / - / DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED / / U LL CP REMOVAL AND OR REPLACEMENT INFORMATION FOR REMOVAL 705 705CONN - ELEV. CT TO LMR EDGE OF PAVI MENT CON ECT TO LMR ED(E OF PAVEMENT 667.59 71+08. 3 STA ELEIF. 689.4PI +10.30 700 700 6q5 71v 68q.$4 = 17 _ 909 Elv 69 .27 ST +97 en 25. OFt K - I EL V. 89. 6 695 I Len 2 .00ft 695 EXIST NG PROFILE @ OF ROAD - 48% _ - - E IST WGPROFILE -3,94, -2,6 7, @ OF R AO - 1.00% 690 690 689 0.76% PROFI E GRAD TA - 70+0 5 _ ELE 1.. 692.6 1 685 685 rgn VPI +50.0 PRUFUSEj EI 687.87 __. PROFILE GRADE K= 17 - VPI + .00 Len 50.00 t. 680 680 675 K = 1 Len 5 .00Ft 675 675 --FT-TON O�'W1 Om NN O T7N I\ N IPO f� m Or ON n NN O 00 0'O O ^ O O O'O' o. OOP 03 W n W 03 O'O' IT PP wP P P P w- P 400 OOm ma0 w 00 (O 10 b O 10 tp t0 lO _ _ _ - '25- t0 +75 1p (O 81+00 tp (O +25 0 +50 w 1p lD +75 tp 82+00 +25 +50 +75 _ 71+00 +25 +50 PRO.IECT W. 091023 OEBIGNEO Bre S. SOVERB NO WTE BY REV151m OESgBPT10N STP -U-3715(654)--70-52 SHEET W. cti£aEo Bn s. savERs PROJECT LOWER MUSCATRKWOOINE ROAD IMPROVEMENTS , 7/ ao ogrEl r/z6izolz 5i50dB PB OR/WB BYE FO FROM KIRKWOOO AVENUE TO IST AVENUE FRANKLIN STREET AND ASH STREET E.09 CAD FILE,%AMME\2009W91023\CADVI.\091023.EOI.Nt `h V IOWA CRY, IOWA PLAN AND PROFILE \ W I GRADING LIMITS A \ \ \ \ W I I 16 @ �LL uHU TYEDTE- BEVERLY J SMALL, DOUGLAS& GUYLIA L / \ \ O V DAWSON, THOMAS \ GRA ING LIMITS ING LIMITS \ 0 + / + a, \. A c O CO 9 \ ,$STA. 8PIN STREET SOUTH),-, 8 y. STA. 102i7"(3) lG NTER AVER)- LE R/W R/W \ -\ - - - - - - -- S'ls 5• R` GINTER AVENUE PINE STREET / - - - - -';TREET +ry F !4 + STA. 101+25.04 (GINTER AVENUE) = o 7 \ L� 11 I1 = -_ - - - -_ - -_ STA. 89+57.83 (PINE STREET SOUTH) DHE \ ° R/N M W' \ \ R/M R/V GRADING LIMITS 4 P_ '� Sd' ® GRADING LIMITS 0 / ��Q ST .00 (PAE STREET SOUT e �� / + 0.55 OWER MUSCATINE I D) 1 ® ING LIMITS CULLIVAN. MICHAEL P y \ N '\ / ♦ / / I NEWMAN HEATHER M I REFER TO I SHEETS FOR W Nu _ _ 0.j N A K �� - / z REMOVAL INFORMATION 0- I� 16 I I �? / / REFER TO L SHEETS FOR REFER TO M SHEETS FOR SIDEWALK II Q NOTE1 CONTRACTOR SHALL BE RESPONSIBLE tle / / T y / INFORMATION STORM SEWER INFORMATION FOR DAMAGE TO EXISTING FEATURES A 20 PROTECT ALL R A o 20 FEET (I.E. TREES. PAVEMENT, FENCING. ETC.) / / / O �0 BEET REFER TO Y SHEETS FOR DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED c R A 1� K Y� NOT SPECIFICALLY IDENTIFIED FOR 9 ,•� / INFORMATION FOR REMOVAL REMOVAL AND OR REPLACEMENT I - M o r� 4. 101+0 .74 49.3 ' RT - ^� OST 6"0 GATE V LVE CO- ECT TO EXISTING 705 6" CAST 1 N WATER MAIN 705 705 - -- r 705 ST A. 10 HO .79 47.3 ' RT 0 6 90 MJ BEND CCNNECT_T PINE TREET OF 'AVEMEN`=� d 5 A. 101+0 .69 47.1 RT EXISTIN PROFIL '01+ CO NECT T MR E E OF P V NT ". - ul- 7 0 0 ELEV.STF 690. 654 700 700 EL - 700 V. 689.E2 S A. 100+8 .00 27.0 ' RT 6' / 45 MJ END S A. 100+ 5.3 .� E 85 EXISTIN PROFILE �'_ EV. 691 695 S A. 100+8 .00 17.010' LT 695 695 W OF ROADWA 695 ©S A, 100+7 QO, 18. T H DRANT AS EMBLY 690 -2. 690 690 6'l GATE V LVE VPI + .00 - 007. _�qo STA. 811+76.94 S A. 100+8 ,00 22. ' LT -0-4-5M, O Elv 69 .91 PROPOSE DGR LEV. 91. 6 685 6 END K = 3 PROFILE GRADE 685 685 PROFILE DE 685 OS A. 100+9 .40 34. ' LT .Len 2 .00ft 6'>rGATE_ V LLVED '. STA. 10+82.00. 13.89' T 680 TOP OF PIPE EL V. = 68 5.17 680 680 68 (C OF 2 "A STO7IN SEWE ) 675 675 675 N Wf .675 Y OO - 0• v1`c0O NWB n O e N 1� N M 1` W T"I.- N N O O O N N -� -+ -� O O O P P P O' P P P PP O' P P Q O' ? l0 t0 t0 1p l0 l0 (O 10 l0 c0 _ +25 +50 l0 l0 l0 t0 t0 ID lD l0 l0 _ - 100+00 +25 +50 +75 101+00 +25 _ -_ +75 - 89+00 +25 +50 _ -+75 _ 90+00 PROJECT W, 091023 DESIWIEO BY: 5. SOVERB PROJECT BATE: CHECKED BY: 5. SOVERS CAD DATE: 7/25/2012 5:50:30 PM DRAWN BY: NO DATE BY REVISION CESNIPTION ` fO`� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE STP -U-3715 654)-70-52 GINTER AVENUE AND PINE STREET (SO( SNEET �' E.02 CAO FILE: N:\CR\IE\2009\091023\CAD\Plr \W1023-ED9.Nt V IOWACITY, IOWA PLAN AND PROFILE , • $/ PUTNEY,L PUT& 0 Altv �� ® _ / % ° SARA JEAN / A // , / / I 0 & GUYLIA L ,/ / i l F A GRADING l / / /AGING LI S ® I • / / 7 / GRADINGQ U w / / / . Q pIN LIMITS Q O� x STAJ 110+00.00 (SPRUCE STix 2 % Wrl STA. 15+39.30 (LOW C) PINE STREET /SPRUCE I STREET / 95+00.00 (PINE STREET NORTH) _ - - — - - — O III .STA. STA. 12+32.20 (LOWER MUSCATINE RD)1-1 / -1 4 Q 5 iw— R/N . - 7 ^) o/ 4 5 1 TA. 9+ 0 20.00' Ri O BERTELLL A I 4 — 2 6' I G TE VALVE % I - `.. tJ.� / 2 Q I '•e i r STA. +60.00 24.00' RT OHY I : _'i"" A T ASSEMBLY I __ • _ PROTECT TREE (TYP.) / / TA. 95+11.63 20. 0' RT STA. 9 +62.00 20.00" RT f I \ / 6 I G TE VALVE L O STA. 110*48.00. 20.00" RT // RO ATE VERTICAL BENDS TO 6'I GATE VALVE -. ACHIEVE HORIZONTAL DEFLECTION RT O I STA. 110+50.00. 23.67 RT / I6 (SEE SHEET M.33)-' 6T1 2 .563MJ BEND00' / HYDRANT ASSEMBLY 11 ('] Or REFER TO I SHEETS FOR TVFDT . BEVERLY J 5 STA. 5+70.00 17.41' IT O STA. 110+52.00 20.00' RT KI REMOVAL INFORMATION DAWSON. THOMAS M 6 / 2 5 MJ BEN_ J '�' a 3 VALVE 777:«000...777«< O REFER TO L SHEETS FOR REFER TO M SHEETS FOR CONNE T TO EXISTING 6"0 C ST IRON WATER MAIN NOTE: _ " m n — 6 Y GATE / O STA. 1i0+54.00. 20.00' RT SIDEWALK INFORMATION REFER TO Y SHEETS FOR STORM SEWER INFORMATION PROTECT ALL - Z 0 Fj EET �0 CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES (LE. TREES. PAVEMENT, FENCING, ETC.) +{. I li �7 I 6 122.5° MJ BE 0 20 O 9-06 2215+6M- B 1W6.4 RT F DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED \\TTV(/ NOT SPECIFICALLY REMOVAL AND OR REPLACEMENT IDENTIFIED FOR I CONNECT TO EXISTING INFORMATION FOR REMOVAL I 6"0 CAST WATER MAIN 705 705 705 705 CO NECT T LMR EQGE OF. AVM NT S A. IID+ 7 7 700 EL V. 691. 24 70 EXIS ING PR FILE � OF ROAD AY CONNECT T MR E GE OF AV M N 695 695 695 9 EL V. 689.52 STA. 110+79.8 S.A. 96+0 :98 ELE V. 90.19. 688.50 ELEV. 69 690 90 REFER 0 MINIM M 69 .90% V -2.47' - RE ER TO INIMUM p OPOSED SHEET .33 COVE ROPOSED 685 SH ET M.3 5 5' CODE p OFILE A XIS7ING PROFILE 685 85 FOR LM 6"/ DI WAT ROF ILE RADE 8 FOR LMR OF FOADWTY OR SING _ E ISTING -0 - FL WATER AIN = 6 EXISTIN 6"A C ST 0 WATER MAIN 683.1 C STING WTER MA N @ LBI IRON WATER MAI 8" RCP TORM S WER 80 1 48" RCP ST( RM SEWER all, nTp 680 680 680 PI c)5+52.50 WATER N AIN_ IV 689.-C) = 1 675 en 60.Cpft 675 675 1 1 675 I[1 m :O O C n n N n m O O O t` N t1 m P O' O P O O' O O' O' m m m n n ^ O O 00 a' P m O' m P W P 0 m m m 0 m m P O' C' O' O' C O' m m m m (O m b m 4J m m m 110+00 m m +25 +50 m _ m m m m _ m_ _ 95+00 +25 +50 +75 96+00 +25 +50 +75 +75 111+00 +25 +50 PROJECT R0: 0`11023 OESIGNfO BY: S. SOVERS RO DATE BY REVISmx DESCRIPTION ` LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SET N0' PROJECT GATE: CRACKED BY: S. BOVERS CAO DATE: 2izsrz0lz s�s0azg( CDRAWNWCK BY: fO FROM KIRKWOOD AVENUE TO 1ST AVENUE PINE STREET NORTH AND SPRUCE STREET NORTH (NORTH) ( E.�'A� CAO FILE: %:\CR\IE\2009\O`1IO23\CAO\PI°m\O`1IO23_E03aht `h V Iowa CITY, IOWA PLAN AND PROFILE / GRADING b • LIMITS / i I �(Wppq \ \ WHW, 10 GORDON A \ �� \ \ 0 4, O P. , o \ 9 4 \ O IT A e a + 1.. - Riu RIT--- A ly .- 5 Riu N- `cr �r� v — �� PW N� 1 �rS V �A\ _ o- w 4 a o o— 1A — s SPRUCE STREET FRIENDLY c \ \ \ \ r STA. 120 5.74 (SPRU E'. STREET OUTHI AVENUE \ \ STA. 1+5 .00 (FRIENDLY AVENUE - 0 0 v \ A 0 0 o uHu�O v aiu RO Riu—+—"—�—E aiu a STA. 1+50.00 (FRIENDLY AVENUE) _ — — — \'AE o DING STA. 120+95.74 (SPRUCE STREET SOUTH) �, t REFER TO I SHEETS FORZ REMOVAL INFORMATION / REFER TO L SHEETS FOR REFER TO M SHEETS FOR ,p j - NOTE: I9 SIDEWALK INFORMATION STORM SEWER INFORMATION CC 0- 0 20 CONTRACTOR SHALL BE RESPONSIBLE ' / FOR DAMAGE TO EXISTING FEATURES >/ T / 0 20 REFER TO Y SHEETS FOR PROTECT ALL C I ye FEET EET I O.E. TREES. PAVEMENT. FENCING. ETC.) /. NOT SPECIFICALLY IDENTIFIED FOR r�'� i GRADING FEET DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED Y �� LIMITS INFORMATION FOR REMOVAL I REMOVAL AND OR REPLACEMENT I STA O f0.27 LT 1 5T O 120+02 76 17.7 ' LT . 455' MJ MJ ND 0 ING BENE 6 / IN ALL 6"bVE 225' MJ BEND 70$ IA ST 210+85.0 13.27 LT 70$ 705 CONECT TO EXISTING 70$ GATE VAI iE MAIN COI 4ECT TO I XISTING 6"/ CAST IR WATER AIN ST . 120+04 61 18.5 ' LT GATE V VE 6 ST . 2 +94. 7 6.00' LT 45 ND 7 0 6" 700 700 ST . 120+07 65 16.5E' LT STA 120+22.54 700 ST . 211+26.15 6.00' LT 6" X 6"0 M BEND PROPO ED S7 120+0 .35 20.1 LT ELE . 693. PROPOSED S7 211+29.5 6A0' LT TA. 210 81.53 - PROFIL GRADE ® 6' 1 PROF LE GRAD GATE V LVE . TEV. 69.45 695 4 695 695 C5> 6' TING PR FILE 695 O5 ST . 211+32.0 8.55' L7 22.5 BEND—EX[ GATE YA VE 6 l 120+9 00 24.0T - @ OF ROADWAY ST © .47% 1.26% GATE VALVE - 690 690 69 6 CON ECT TO MR EDG OF PAVEMENT 690 OF )AGWAY CON CT TO SPRUCE S REET 11+37.9 121+03P4 STA. - STA. ELEV. 692.25 (IRON i 6 A DIP W TER MAN ELE . 692.1 685 685 685 CAST 68 CAST IRON WAT R MAIN MIN. SEPARAT ON VPI +70.0 '. EI 692.53 WA ER MAI K _ 43 680 680 680 51.81 680 675 675 675 67 OJ O' O C1 N I(1 N OJ I(1 O t7 N (") t0 t0 O O' I(1 e Q O N N N N N N N < O t7 M N N N N N N ID l0 t0 O3 l0 t0 l0 lD - -- _-- _- U3 lD V) l0 - ILO+00 +25 +50 UJ - tO.tO +75 lD lD lO +25 +50 +75 211+00 +25 +50 - 121+00 +25 PROJECT ray 091023 MSIWD By. sq sor w DATE BY I REVISION DE9 D`TIQI LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3775(854)-70.52 �T X0' PROJEOi DATES OREORED Rn S. sOVEAs cAo DATE. 7rzsrzmz s�s0a4 PN oRAVN Rr� 1,Foth FROM KIRKWOOOAVENUETO 1ST AVENUE FRIENDLY AVENUE AND SPRUCE STREET(SOUTH) E.04 CAD FD.Ei %,\M\IE\2009\091023\LADVi.n 1023-EO4.at IOWA CITY, IOWA PLAN AND PROFILE 7 \ % 0- /v - O O �I Q DHE / N A BLANCHE E � 6 I e N w + I ( � I I 0� � Ota". j / /•O� OHE / / OHE HU I \ / �l 3 5 \ LIMIJTS GRADINGLIMITS \ r Y v sIu I I PROTECT EXISTING \ 1 acx LIGHT POLE - - -- - - - - HIGHLAND AVENUE o # o MIDAMERICAN N TH ENTRAN - pIu- v H ENTRANCE e STA. 1 +11.82/ STA. 126+05.6 (HIGHLAND AVENUb a � STA. 132« 5.0 (S CAMORE STREET) -132+105.02 E71 9I 9 I1 III / ° O / PR OT T EXIVANG BU SSS N T I I / I `• I�I BUSINESS USINESS / 20'Y OF2g"/ 1.24 DIP ATE MAIN MAY.ELE WITH MJ PLUG ¢I I I I D 1 ((// os iq o MIImllDAME a STA. 125+98.83 23. 2' LT GRADING I YYY II �� � .0 � O /GATE VALVE LIMITS TO I SHEETS REFER FOR I REMOVAL I NFORMATION PROTE T EXISTING 9, P STA. 126+00.00 29. 3' LT NOTES LANDS APING % \ 0 HYDRANT ASSEMBLY TS R FOSTORM REFER TO M SHEETS FOR CONTRACTOR SHALL BE RESPONSIBLE SIDEWALKREFERTOL INFORMATIONSHEE SEWER INFORMATION FOR DAMAGE TO EXISTING FEATURES - ' STA. 126+29. 31. 7' LT STA. 126+21.01 91.78' LT Q © REFER PROTECT ALL NOT TREES. PAVEMENT, FENCING. ETC.) NOT SPECIFICALLY IDENTIFIED FOR a 2a FEET 8 0 45 MJ BEND 8 A 45° MJ BEND I a I F 20 TO Y SHEETS FOR DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED REMOVAL AND OR REPLACEMENT FOR REMOVAL `' � STA. 5' NJ .42 39. 6' LT � 8' / 45 MJ BEND STA. 126+21I 96.27' LT 0 INFORMATION In � -V g' /GATE VALVE 0 I . m CONNECT TO SV CAMORE. TREET I DGE OF PAVEMEt T. 5TA. 1 6+67.1 705 705 710 710 + Iv 694.6 VPI +00.00 : 'r = 10 Eiv 69 .21 7 700 705 K = I \ . "' - 1705 Len 3 .00ft EXISTING PROFILE T @ OFRO WAY PROPOSED PROFILE -'CRAIIF700 95 695 70 -1.20% +2.00' S% 2 + 8,45 V.. 8'. . 8 - -3. 0%.. 690 _ 690 695 EXISTING OFILE - 695 ONN CT TO MR EDGE OF PAV MENT STA. 00+20. 0 - @ j OF RO OWAY STA 125+80.38 ELEV. 693.18 L V . .4 685 PROP EO -0.707 685 690 VPI + .00 690 PR 7PTt:E-GR ACE -- PI +35.0 Iv 688.)3 Elv 69 .81 680 < = 16 1 680 685 K = 2 Len 4 .00ft 685 '. '.en 50. Oft 675 675 680 o e n 680 m m N m o m m a• m u+ In N n n N m In N m t1 O' M N 11 ^ O m P N P O n m tD N O h I/1 Or7 C4 v m v mm NN �N O RO mO' h P Ian t` D' O' m m mm n n mn n m P 0' O' P Q Q' 0' P Q' m C' m m m m m m D7 P O' O' P 0' P O' D' P C' Q' mm mm mm mm m m mm mm mm m tD _ +25 mm m:D t0 125+00 m l0 m (O mm mlO lO tD «50 �O X75 +25 +50 +75 201+00 +25 +50 +75 202+00 +50 «75 203+00 +25 +50 +75 126+00 +25 PROJECT Na: 041023 OE96FFD BY: 5. SOYERS Ra DATE BY RE'DSION DEs IPTim ` LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 � No. PROJECT DATE. cnO DATE: 7nsrzmz ssOus cHECXEO BT: 5. SOrERS PM oRAVe ex: fo FROM KIRKWOOD AVENUE T0IST AVENUE MID AMERICAN DRIVE AND HIGHLAND AVENUE E.05 CAD FILE: X:\CR\IE\2009\091023\CAD\PI°ro\09I023_EOSmM1t `� V KW ACITY, IOWA PLAN AND PROFILE 0 0 00 0 0 0 o 0 0 0 0 + + + CID N = r (V fes') N A i L f LL O R/ R/4 A. z SYCAMORE ST EET d 12" A DIP WATER MAIN = - __ ____ _ - (W/ NITRILE GASKETS) 9 7 3H0 3H0 f w0 — 3W 2 P 5 — g 7 L. P/W _ 1 0l 6 L O g M'r F o C o 12" / DIP WATER MAIN(W/ I NITRILE GA$KET$)STA. 125+47.00 28.00' REFER TO 1 SHEETS FOR ` 12"/ GATE VALVE 7 98.74 26.00 RT _ Z O 41E VALVEOj60 REMOVAL INFORMATION STA125+35.00 29.82' RT IS MJ BEND CONNECT TO EXISTING 0 12AP X26+/IMJ TEE-00'RT98.74 19.24' RTREFER 8 ISTING TEE A 0FOR TO L SHEETS fOR REFER TOM SHEETS FOR NOTE: WALK INFORMATION STORM SEWER INFORMATION CONTRACTOR SHALL BE RESPONSIBLE DAMAGE TO EXISTING FEATURES TREES. PAVEMENT, FENCING, ETC.) 6"/ CAST IRON WATER MAIN STA. Ie5+37.00. 28.00' RT 5 STA. 125+54.00. 28.00' RT O EXISTING W TH 0 20 12OGATE VALVE ITH 6"/ SOLID SLEEVE FEETDRIVEWAY REFERTO Y SHEETS FOR PROTECT ALL (I.E. REPLACEMENT TREES NOTIOENTIFIED NOT SPECIFICALLY IDENTIFIED FOR 0 6 / 45 MJ BENDINFORMATION FOR REMOVAL REMOVAL AND OR REPLACEMENT 12"/ X 6"/ MJ REDUCER ON NORTH ENO +98.74 28.00' RT 20.00 20.50' T STA. 1257620'-'1464 © 12 / X 6 / MJ TEE HYDRANT ASSEMBLY 710 71 w z B�.. .. 705'ate 705 OF WATER MAI ___ ___ 700 700 w _ MINIMUM 5.5' COVER 695 CONNECT 695 TO E (STING 12"o DIP WATER M IN 690 6"0 CAST IRON WATER MAIN 690 685 685 680 680 O' 1� O P V O P n m Q 'D O 0' N N V) Q Nm O O m m N N N O O O O O O C' P P C, W DO O O O O O O O O O O O O O O O O O O C' O' O' C' P P __ __ 127+00 +25 X50 +75 128+00 +25 +50 +50 +75 125+00 +25 +50 +75 126+00 +25 +50 +75 +75 129+00 +25 +50 +75 130+00 *25 PROJECT W. 091023 DESIGNED BY: S. SEVERS S. 11401 DATE I BY I NEYMION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U -3715(664)-M52 SHEET W. PROJECT DATE. CHECKED BY: SOVE(R CAD DATE. 7/25/2012 5:50:38 PN DRAWN BY: #Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE SYCAMORE STREET E.06 CAO FILE: X:\CR\IE\2009\091020\CAD\Plena\091023 E06.ant IOWACITV,IOWA PLAN AND PROFILE -- 0710 La� GRADING LIMITS O P.w R. WIW ry v / STA. 132+05.0 (SYCAMORESTRE T)= STA. 16+85.6 (HIGHLAND AVEN ) / { -uv i E 4J OHEtrig 2 am 1 Y 12" / OIP WATER MAIN W/ NITRILE GASKETS _ ' GRADING LIMITSJ/ �% PROTECT TREE (TYP.) \ STA. 132+94.31 (SY MO STREET)_ STA. 21+14.56 (LOWE M CAT NE RD)__ d R REFER TO I SHEETS FOR REMOVAL INFORMATION II / ,, / �y `�, / O STA- 131+94.46 22.44' RT 12"l 45 BEND -}Z / ,A REFER TO L SHEETS FOR SIDEWALK INFORMATION REFER TO M SHEETS FOR STORM SEWER INFORMATION NOTE: o / / / / Q CONTRACTOR SHALL BE RESPONSIBLE S FOR DAMAGE TO EXISTING FEATURES ' '� / p� / \ STA. 132+54.50, 39.18' RT 2 O 12"/ GATE VALVE 0 20 REFER TO Y SHEETS FOR PROTECT ALL (I.E. TREES. PAVEMENT, FENCING, ETC.) / FEET DRIVEWAY REPLACEMENT TREES OUTSIDE NOT SPECIFICALLY IDENTIFIED FOR �" / / _ INFORMATION THE GRADING LIMITS REMOVAL AND OR REPLACEMENT / J rJ 710 i'T 710 VPI. 131+35.00 i"7•" '��~� �� EIV 698.00 705 K = 43 705 Len 5000ft EXI TING P OFILE" 700 @ q OF ROA WAV 700 77PZOPDSED ' 1• 2% 695 695 - - TA. 130 83.52 I FV 98 P OFILE CRADE 690 12 tP DIPATER M N 690 C NNECT 0 LMR EOGE OF PAVEMENT S A. 132173.54 685 E EV. 69 .34 685 80 1680 -T AO a o I'1 N n o• T N 110 Q N N O N n O) N t° n !7 N N n O C3 OJ IO W 00 O3 h h h h (0 n w r In n !D P P !T P PQ P O' RC, O•P O'P PP (O l0 t0 t0 1p 0 (O l0 t0 10 0 (0 O O. 'C- 0_+50 +50 +75 131+00 +25 +50 +75 132+00 +25 +50 -75 PROJECT N0: 091023 DESIGNED 5. WVERS NO DATE BY REY151M DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715854)-70.52 5�T �' Y: PROJECT NOTE: CHECKED BY: 5. 30VER5 CAN NATE: 7/25/2012 $150,39 PH DRAWN BY : Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE SYCAMORE STREET E.07 CAO FILE: %:\CR\IE\2009\091023\CAO\Plena\091023_EO7.aht rowA arr, lowA PLAN AND PROFILE ® & 0 Q 0 Q` \ 0 Q Q I (A + � I �. Do Cr 0 Im lit 0A- WONG� YINU C / I o *� cdbz ONE n PROTECT TREE QYP.) R/N R/v „ \ e+ y \ DEFOREST A ENUE San. 6" ! DIP WATER MAIN _ (W/ NITRILE GASKETS) w o a 0 0 s o o — 0 4 P El t° ® Q STA. 151973-1EFOREST AVE E) REFER 70 1 SHEETS FOR !DIP WATER MAIN STA. 26+69.30 ( IER MUSCATIN RDI I� REMOVAL INFORMATION (0/ NITRILE GASKETS) I I NOTE: a REFER TO L SHEETS FOR SIDEWALK INFORMATION REFER TO M SHEETS FOR STORM SEWER INFORMATION CONTRACTOR SHALL BE RESPONSIBLE m• FOR DAMAGE TO EXISTING FEATURES / o REFER TO Y SHEETS FOR PROTECT ALL II.E. TREES. PAVEMENT, FENCING. ETC.1 NOT SPECIFICALLY IDENTIFIED FOR I Ei eeT �� ?o DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED REMOVAL AND OR REPLACEMENT INFORMATION FOR REMOVAL STA. 116+57.00 O 24.00' RT STA .00. 19.00' RT TA. 146+67.00. 24.0 ' RT O 2 � STA. 00 4. 0' RT / 6 /GATE VALVE HYDRANT NT AS ASSEMBLY 6 !GATE VALVE ATE VALVE 6 /GATE EXISTING GROUND PR FILE - ^_ 3 •~� 705 Q � OF WAT R MAIN - ,= ' 705 - _ _ _._ _ _ _ - XISTING PROFIL STA. 50+48.5 700 - - - -_- - _. _ �, OF OADWAY 700 MINIMUM S.S COVE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 695 mmmNIIIIIIIII ` 695 olullum PROPOSED PROF ILE GRADE I "/ DIP ATER M IN 6"! OIP WATER AIN 12"! DIP WATER MAIN 9 69 - CONNECT TO LMR EDGE F PAV ENT STA. 151+49.5(1 685 68 680 680 Q N O O t7 O r> Q m P < O' Q O Wl I� N m O 0) 0' I[1 n O N O N N .• O O Q P % m 120 n n t0 t0 l0 10 t0 N N O N 1[1 N O O O O O O O O O O !f O' P O' P P P P P O- 0' P m m C' C' h n n n n n n n r. 1p 10 O l0 N lO t0 tD (0 ID m l0 10 l0 10 w (0 l0 w +75 146+00 +25 +50 +75 147+00 +25 +50 +75 148+00 +25 +50 +75 149+00 *25 +50 +75 150+00 +25 +50 +75 151+00 +25 +50 PROJECT N0, 091023 DESIGN20 BYE 5. 50VER5 NO DATE 1 BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70.52 SHEET W. PROJECT DATES CAD DATE, 7/25/2012 s�50�u cl[cREO Br. s. sOVERs P7/ ORAVN Br: Foth FROM KIRKWOODAVENUETOISTAVENUE DEFOREST AVENUE E.08 AND PROFILE ceD EaE� %�\CR\IE\2009\091023\CAD\Plena\09I023_EOB.dt IOWA CITY, IOWA PLAN x / i M A A R Y d / n / 10 MODULAR BLO K RETAINING WALL (HEAVY) / (REFER i0 U SEE T51 / J / \ 69 \ x c \ \ \ % e _ 1p / / \ 0 \� / STA. l a 00 ID 4.81 MER EN KIR ODD ENT) = ATlt4E R \�\Ir � \ / ' ----_—_ 6 00 \ \ \ Ali y Q/ ♦d b \ O \-kis \ i LIMDING °S \ / / / ="J I ♦ \ / MM 7Y � / / , ° N REFER TO I SHEETS FOR REMOVAL INFORMATION REFER TL L SHEETS FOR REFER i0 M SHEETS FOR NOTE: SIDEWALK INFORMATION STORM SEWER INFORMATION CONTRACTOR SHALL RE RESPONSIBLEFEATURES \ / FOR DAMAGE TO EXISTING FEATURES — — _ \ / -'� / 0 P EET 20 REFER TO Y SHEETS FOR PROTECT ALL .F U.E. TREES, PAVEMENT, FENCING. ETC.) NOT SPECIFICALLY IDENTIFIED FOR p w° to DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED FOR REMOVAL REMOVAL AND OR REPLACEMENT • _� /Q INFORMATION VPI 161+45.0 VPI. 163+60.00 Elv 96.09. £Iv 695.02 700 CO NECT TO LMR EDGE OF VEMENT K - 76 PROPOSED K = 2 700 + .OOFt P OFILE CRADE e^ EL V. 695.11 VPI 164+5(.00 EI 691.24 695 -0.50. K = 35 6-95 L qO.00I _ t a' a: 4.20; E ISTING ROUND ROF ILE , - 690 C OF E TRANCE 0 7—TA. l 5+ 7.0 T685 685 ELEV. 89.96 n 03 Y O' IQ 0. n ^ O P P OP' N P v ONO t0 W N v P O t7 M m O) N O O t1 N 111 U) OJ O Y P V O 1000 0tO 0w NO N e Ole WY a 0m . ON NP N0' NP N0' v P vO m N^ ^^ O-� OO C: c; O' P O' O' O' P P OD O' m P CO O' OJ O' O' R P O' P O' D' O' Q' O' P co R D3 !D U3 A0 LD W AO AO w DO l0 V3 !0 V) 03 AO A0 10 1D l0 tD l0 t0 l0 l0 l0 t0 t0 0 U3 l0 !D (D l0 (0 l0 t0 l0 t0 t0 t0 _ l0 tD 160+00 +25 +50 +75 161+00 +25 +50 +75 162+00 +25 _ *50 _ _ +15 163+00 +25 +50 +15 164+00 +25 _ +50 +75 165+00 +25 PflOJELT N0: 091023 OESIGiEO BY: S. SOVEFs NO DATE BY HEVISIPN DESCRIPTION LOWER MUSCATiNE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET NO. PROJECT DATE: CAD DATE. 7/25/2012 CHECKED BY: s. sovERs 5.50:43 PH ORAMN BY: Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE MID AMERICAN ENTRANCEIKIRKWOOD ENTRANCE EA9 CAD FILE: %:\CR\IE\2009\091023\CAO\Plans\091023_EOR I �, IOWA CITY, IOWA PLAN AND PROFILE a STA. 170+64.21, 27.29' RT 0 RELOCATE HYDRANT TO Q STA. 170+64, 35' RT 0 \ ^. \ GRADING £pf ' \ LIMITS ORAL -R IARORATORIES �V © IV V o � � STA. 170+00.00 (MALL DRIVE = \ \ 6 STA. 34+19.75 (LOWER MUSC INE RD) i^9 _9ry_ R/N �C MALL DRIVE orol 577 PROTECT TREE QYP.) O y�q REFER REMOVAO INFORMAT IONR / REFER TO L SHEETS FOR SIDEWALK INFORMATION REFER TO M SHEETS FOR\ STORM SEWER INFORMATION ) REFER TO Y SHEETS FOR qT :NFS PROTECT ALL \ TA A K 20 B FEET - i DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED FOR REMOVAL 17 INFORMATION I _ IL 705 705 Elh 170,7 694.15 .00 K 39 700 Le 50.00 700 STA. 171+I9 95 EXISTING PROFILE 693.9 ELEV. @ OF RO DWAY 695 695 x0.77% Sl/. 690 690 PROFILE DRADE CONNECT TO LMR EDGE OF PAVEMENT 685 STA. 685 170+21.86 ELEV. 693.74 680 680 675 675 -LT -T 0 r N l0 C0 h N O' t7 O N O O P n UJ P V f O R f7 f7 P Q' O' O' P P D' O' Q' P O' O' 0' l0 w w w w w O O V3 l0 _ _f0 t0 1D t0 c0 w 0 _ _ t0 _ _ UJ l0 - 170+00 +25 +50 +75 171+00_- --+25 +50 +75 172+00 PROJECT W. 09I023 OE31GNE0 BY: S. SOYEBB NO DATE BY BFIISION OESCRIPTidI LOWER MUSCATINE ROAD IMPROVEMENTS STP-w3715�854�-70-52 SST W. WIOJECT BATE. CWCKED Bn S. WYE CAD DATE: 7/25/2012 5s0:a PM DRAWN BYn Fot h FROM KIRKWOOD AVENUE TO I ST AVENUE MALL DRIVEAND ISTAVENUE E•10 CAO FILE: K:\CR\IE\2009\091023\LA0\Plem\091021E10.>nt Iowa clTY,wwA PLAN AND PROFILE N / / - 'GRADING I // e . " / xW I - — I _ _ / / , O + W _ _ / N •m MIDAMERICAN ENTRANCE DHE - Or. DHE — / e ' GRAD/NG LIMITS DHE / HE OHE oHE /0 — - - c� — _r,_ __ MIDAME_RICAN_TQWER ENTRANCE - �AN _ o N STA. 2�+00.00 (MIDAM TOWER) = 4• ' Ti 9fj� x\ \ STA. 2 z +80.00 (MIDAM NORTH ENTRANCE) F MODULARI BLOCK RETAINING WALL (HEAVY) OQ (REFER 10 U SHEETS) o \ OHE ® E •1/�'.. E \ D CHE � ( T NE REFER TO I SHE FOR REMOVAL INFORMATION I 1 0 20 FEET CONTRACTOR SHALL BE RESPONSIBLE ,� FOR DAMAGE TO EXISTING FEATURES '}�A (I.E. TREES. PAVEMENT, FENCING, ETC.) NOT SPECIFICALLY IDENTIFIED FOR REMOVAL AND OR REPLACEMENT \ Dhf OMp - \' I -I e^ 0--- 20�• -` REFER TO L SHEETS FOR SIDEWALK INFORMATION REFER TO M SHEETS FOR STOflM SEWER INFORMATION REFER TO V SHEETS FOR PROTECT ALL DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED I INFORMATION FOR REMOVAL OJ4, 705 705 705 705 - CONNECT TC MIDAM 4ORTH GE OF fAVEMENT ST 2 + 0 7 CONNECT TO IDAM-K RK EDGE OFPAV MENT 700 700 v 901 11 700 ELEIv. 695.4 XISTIN GROUND PROFILE 0. 1% EXISTI G GROU D PROFILE � OF NTRANC STA. 3I*00.0 695 695 qS 9 '00;1.2. 0% VPI 220+19.00 690 Elv 95.38 690 690 VPI +35-00 Pl 69 Len 20.00ft Elv 694.03 PROFILE GRADE PR POSED I ROFILE TA. +73.75 685 GR DE 685 685 68 L V.k 4.15:3 80 680 680 680 675 -T 675 675 675 n O) t0 N I� m y W m m P N m V P N AI P W W f'I Y 1'I P ('1 f'1 17 N N P Q P P DO CD DO DO O' Q' D' Q' P O' O' P lD (0 O t0 tO (O lD tD AO w Ap UJ (O cO l0 l0 QD LID t0 l0 1D w l0 (O l0 +25 +50 +75 221+00 +25 +50 230+00 _ +25 _ +50 +75 231+00 +25 +50 PROJECT N0, 091023 DESIGNED BY: S. SOVERSNO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS. STP -U-3715(654)-70-52 SHEET NO. PROJECT DATE. CADCATE: CHECKED BY: S. SOVERs 7/25/2012 5,50,46 PM DRAWN BY: Foth FROMKIRKWOODAVENUE TO1STAVENUE MID AMERICAN ENTRANCE/ MID AMERICAN TOWER E.11 11 CAD FILE: K,\CP\IE\2009\091023\CAD\Plan(\091023-Ell.M1t 1 �, IOWA CITY, IOWA PLAN AND PROFILE 1 1 1 .y • /» / W a s C7 DAM RICAN OOP — — — — _ _ C S N6 — STA. 401+07.00 LAND CA STA. SDt+5 /J — (MIDAM YARD) 4 (MIDAM LOOP) St.S. y x / / — -- °s O S A. 500+0 .00 (MIDAM LOOP) = O S A. 1+2 .59 (MIDAM NORTH ENTRA ) _ — _ DAM R AN M S 3 » `'' 1Y STA. 501+53.64 (MIDAM LOOP)- STA. 401+07.00 (MIDAM YARD) _ — _ _ _ — — _ — — —I St.S. _ / / I GRADINGLIMIT/ \ V \\L W z _ W Ir MID ICAN YA I //�€ I /\ L) MIO ICAN YA � I L3 m _ C3 S 3 00+00.00 (MIDAM YARD = --- '_-- - O+87.56 (MIDAM NOR TRAOCE—x--x—x— �t—e— 1 _ - - 9 _ - _ M �, PROTECT EXISTING \1 1 I I N E o 0 9 3 o o WATER PIT I REFER TOI SHEFOR ETS REMOVAL INFORMATION M SHE FOR SEWER INFORMATION PROTECT ALL NOT IDENTIFIED FOR REMOVAL -" � o C �2 'fid -B� 6 ,T' I 0 20 FEET M AN 9 az\ / C7 0u20 FIS NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING FEATURES (I.E. TREES. PAVEMENT, FENCING. NOT SPECIFICALLY IDENTIFIED REMOVAL AND OR REPLACEMENT ETC.) FOR REFER TO L SHEETS FOR SIDEWALK INFORMATION REFER STORM REFER TO Y SHEETS FOR DRIVEWAY REPLACEMENT INFORMATION TREES "J 700 700 700 q ST. EL i I^-'--1 - �- 95 ONNECT TO MIDAM. NORTH ENTRAN E EDGE OF PAVEMENT 695 69 500+1 V. 687.4 VPI .46 00+85.0 -"., TA. 40C+00.00 LE V. 6E8.09 EXIST! G GROUND PROFILE @ G I E N A Elv 6Bq.11 690 V E 11 400+12.50 v 688.2 ST,. EL 401+2i.97 4 690 690 K= Len 0 O.00ft EXIST @ NG GRO F ENTRA ND PROF CE LE �- 9 V. 688. + 0. 5 'L 685 685 665 ::PROP PROF SED I=E GRAD - 68 PROFILE GRAD CONNECT TO MI AM ARD: ED E OF PAV ENT 501+53.64 STA. 680 680 680 EL V. 688. I +q 680 EFy 8.69 675 675 675 1 675 70 1 1 1 670 670 670 Oh !7N YUl ini nPmD` m m m m mm m m m m mm m m 0D m m m m m m m mm m m m m DO m m L I� m w mm m m m 0 m m m m m m m0' m m m m m m m 0' m m mm m m m m m mm m mm 10 W 400+00 *25 +50 +75 401+00 +25 +50 500+00 *25 +50 +75 501*00 +25 +50 PROJECT W, 09!023 OESI(OED BY: S. SOYERS DATE: CHECKED BY: S. s ERS DATE: 7/25/2012 5,50.48 N DRAWN BYE NO WlE BY MISIM DESCRIPTIOR Foth LOWER MUSCATINE ROAD IMPROVEMENTSCAD FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(854)-70-52 MID AMERICAN YARD! MID AMERICAN LOOP 7�ETJW.PROJECT CAO FILE: K:\CR\IE\2009\091023\CAO\Plain\091023_E 12.eht �, IOWA Cm, IOWA PLAN AND PROFILE NOTE: REFER TO L SHEETS FOR REFER TO M SHEETS FOR REFER TO I SHEETS FOR SHALL BE RESPONSIBLE SIDEWALK INFORMATION STORM SEWER INFORMATION REMOVAL INFORMATION � FOR DAMAGE TO EXISTING FEATURES FOR DAMAGE (I.E. TREES. PAVEMENT. FENCING. ETC. I / 1 NOT SPECIFICALLY IDENTIFIED FOR REFER TO Y SHEETS FOR PROTECT ALL - \ REMOVAL AND OR REPLACEMENT DRIVEWAY REPLACEMENT TREES NOT IDENTIFIED INFORMATION FOR REMOVAL / d\® GRADING /�I Il OSTA. 180+56.71 42.81 LT © STA. 180+81.50 30.00' LT / ® LIMITS I6 / 45 MJ BEN !6 / % 8 / MJ TEE i 14 I �R CONNECT TO EXISTING / O I I 16"/ CAST IRON WATER MAIN STA. 180+81.50. 28.50' LT O .(•7 \ 8"/ GATE VALVE + v O I I I \ OSTA. 180+58.39 41.15' LT Q / fYi I6'/ BUTTERFLY VALVE © STA. 180+81.50 38.00' RT Q OD I I o \ 8' / GAT VALVE + / © b OSTA. 180+63.00, 43.46' LT Ni 11 1 I HYDRANT ASSEMBLY 0 STA. 180+85.00 40.00' RT o Q \ HYDRANT AS MBLY STA. 180+6 LIB. 38.43' LT ^ / (q TI REAL STAT CORPORA I S- O4 I6°I BUTTERFLY VALVE Q O /' I co I 1 \• OSTA. 180+70.00. 30.00' LT R/u I6 i 13 iu. I I \ I6"/ 45� MJ BEND r (f.1 li' Y lig Y li' Y.Ti•-Y. '4 \ / `1b• Y �� 12 o S a o 17 I 4 IST AVENUE STA I4+ .80 (FIRST AVENU ,STA 40+9249 (LOWER MUSCATI Yr ty PROPOSED STEEL 2 or V / BEAM GUA RAIL 4 � 5 7 / / a I I o I ST P.W /� 4qTA / I I 0 27. LT / LF OF BORINGWITHLF c / � - - IC) I or \ OF 18"54 END BiAn.AORINGI. INGP5 _ 9 v\ - �` \ (0.312" WALL THICKNE - -®® O �\ I FOR 8"/ MAT M C?W o Rio W I \ R/N ♦® IZ r yy/ GRADING LIMITS I y If I re - \' Cy i STA. 180+81.50 7.00' 1U BEGIN BORING / I 4 ti I 0 FEET 20 N cn _ 705 _ _ _ _ - Il . 705 @ OF WATER MAIN J EXISTING PROF ILE - MINIMUM 5.5' COVER _ ' @ F ROAD AY TA. 1 3+35Q7 700 - _ in.29 - c 700 EXIS ING 16" CAST - ' TA. 185+54. 7 - `;� 693.81 - L V. -� IRON WATER AIN - 695 695 ATER - - - 'H !N -O. 5% 10 s O A. 1eG.e 0 42.o ' ITT PROPO ED / GATE V LVE 690 8' PROFILE GRADE 690 -971 now / X 6/ J 1X7 R. CONNECT T EXISTINC 6 / CAST I ON WATEF MAIN VPI 184+1 . 0 685 s A. 1e3+1 .00 30. Li EI 695.18 685 1 '4 % 8 / MJ T E K = 40 l3 5 A. 183+1 .94 32. LT L 75.00 t V 680 S A/:G 183+1LV .30 95.1 LT STA. 18 +85.00 5.00' LT 680 81 45 M BEND HYDRAN ASSEMBIL S1. 182+9 .33 122 48' LT IS RMOVE 17 STA. 18 +24.13 9.36' LT EXISTING 1EL4 CONNECT TTE FLY ALV' T EXISTIN 8"/ WAT R MAIN l / 675 675 GO m m o 10 N m m N N O m N N O n m (O m m N O N DO m N u3 t1 v O DO O' c0 M O_ O 0' DO n m e P'1 P m 1` m w N O N N N In v v v v e a e v ri ri m ri O O O O O O O O P P P 0' O' O' O' R P P O' P O• P O' P O• 4' D' P O' P Q n n n n n n n n n n b m m lO.ID l0 l0 m l0 {O (O m m m LO m m m m m lD l0 m +25 +50 +75 181+00 +25 +50 +75 182+00 +25 +50 +75 183+00 +25 +50 _ +75 184+00 +25 +50 +75 185+00 +25 +50 +75 186+00 PROJECT m: 09[023 DESIGNED BY: S. SOVERSNO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(854)-70.52 SHEET W. PROJECT DATE: cHENEO BY: s. SOVEM CAD DATE: Tn5i20I2 56050 PM DRAWN BY: Foth FROM KIRKWOOD AVENUE TO ISTAVENUE 1STAVENUE E.13 I CAO FILE: %:\CR\lE 2009\091023\CAO\Plem\091023_E13.aht IOWA CITY, IOWA PLAN AND PROFILE I \ \ \\ \ 1 B 19 \ \\ t \\ PUTNEY. KENNETH L d MARTIN. RYAN A ROURKE HE5TER F \ & SARA JEAN \ \\ \\ W \ \\ I K ® \ \ — — — — — — — — — — — — — — — — — — — — — — y^y \ \ L) V N \ — — — — — ®— w— ®!TI GJ a D D i R/R/w 11 R/Y R/w R/W /N R/W _ G ry V _,— - — _ — - — - _ - _ - — T1 — - — - — _ G — - - — - — T1 - - — - — - — _ _ _- — San. — — San. — - - � an. — _ — San. - — - — - — - — MUSCATINE ROAD LOWER c / STA. 1018+45.00. 0.00' RT SAWCUT REMOVAL LIMITS I I — G- - — _San. — - — - — - — W — — — — — — —San. — - "��IJA — �L -- - — --- -��-- ar. — -. - — ; � — - — - — - --- — - — - - - — - - — _ _ — St.S. _ _ — - — - — - — - —\ St. S. — — - — - — W — _ — - — - _ - - — _ — r� \ R/W fl/Y R/w O \ R/Y FEET O \ 4 CS n) 7 7 _ i+10 700 STA. 1019+12. 0 ELEV 693.68 .. PR OSED DET UR ' 7 9 PAV MENT -- - 9 +0.78' 9 - STA. 10111*45.00 9 MATCH EX STING EXISTING GRO NO ELEV TION. NOTE: CONTRACTOR SHALL MAINTAIN 4% OR LESS AT ROPOSED DETOUR CROSS-SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL PAV MENT CE TERLINE 685 PAVEMENT THICKNESS MAY BE REQUIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT 685 MLL BE MADE FOR ADDITIONAL MATERIAL REQUIRED TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 1680 75 675 N N t7 t7 ID M n f'f R ap t•1 rl r1 ri ri ri nI ri M AI PO � - — - - _ -_ - - -- - - APD - +50 tP0 lP0 t0 tP0 tP0 � lP0 -- - +15 1019+00 +25 +50 PROJECT W. 091023 DESIGNED BY: 5. SOVERS NO 1 DATE BY REVISION DESCRIPTION STP-U-3715(854-7052 SHEET N0. PROJECT DATE. CHECKED M S. BOYERS cA0 DATE: 2/25/2012 5:52:14 PN DRAWN BY: Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F.01 ce0 FILE: %:\Lfl\IE\2009\091023\CAO\Plena\091023-FDLaNt - �, IOWA CITY, IOWA PLAN AND PROFILE 1 p I / I I I o O O © I rr + 3 r p ri I Q sg p I O .+ I KIRK)IOOD COMMUNITY n KIRKW000 �q I OD KIKWOCOLLEGE ~ I I :J DOMMUNIT�OLLEG€ COMMUNITY GRIND 22 LF OF CURB+d I I I GRIND 137 LF OF CURB o OVERLAY EXISTING DRIVE 0 I OVERLAY EXISTING DRIVE WITH DETOUR PAVEMENT. I WITH DETOUR PAVEMENT. / . p"� m GRIND 61 LF OF CURB +0 1 OVERLAY EXISTING DRIVE o" I N WITH DETOUR PAVEMENT. _ �I •d — 0 N \ d I/ J J g s y,.0 I• /Y _ R/vv R/W R/ - R/Y s \ LOWER MUSCATINE ROAD TA. 1023+13.81. 13.00' RT I� STA. 10 13.00' RT STA. 1022+55.48. 13.00' RT SAWCUT REMOVAL LIMITS I STA. 1024+45.53, 13 0' RT I wi ++' TA. 5.44. RT d RE OV26. s SAWCUT RE OVAL LIMITS SAWCUT REMOVAL LIMITS SAWCUT REMOVAL LI ITS I vn SAWCUT REMOVAL LIMITS T REM LIMITS Oil It STA. 1020+16.10, 16.76' RT G -- - - — — - — _ — _ o _ G — _ _ — -•%— G — — _ _� _ _ _ -StS. - — G - -0_ _ - SAWCUT REMOVAL LIMITS 9 St. S. - — O '�, — —San. _ - r - / R/V X I I r7 4I / IOWA TY F R1 -BEET. N r, 7 05 7 05 STA. 1027+71.00 ELEV = 6.01 51 A. 1023+03.00 STA. 1102 +63900 7 + XISTING ROUND ELEVATION EV F695 94 'T. _ G24,47AN 7 +_ELEV 695.26 --ELEV 695.20 ELEV = 6 4.86 AVEMENT CENTERLI E +0.8 +0.38% .35% -0.76' 695 69 1.67% 1.2 % 0.41% +0.24% PROPOSE[ DETOUR IAVEMENT 690 PROFILE GRADE 69 NOTE: CONTRACTOR SHALL MAINTAIN 4% OR LESS CROSS -SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL 685 PAVEMENT THICKNESS MAY BE REQUIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT 685 WILL BE MADE FOR ADDITIONAL MATERIAL REWIRED TO MAINTAIN SLOPE. ADDITIONAL MATERIALSHALLBE 680 INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 680 675 675 111 n n r N O' mn 0' OO P 10 501P WlO gin ^ n O do O' PP ? n P n ep tp n tD f0N Nv <N t'11/1 N-• N P NClv v v v vP 0v Yl Y1 W1 Yl no W110 w W1w 1[1 Y1 NN NN 6111 ON 0o N0 ON W10 ON Nn O0 In0 mN O P- 0 0 V) lD w {0 b U) t0 l0 10 10 w tD l0 w 10 l0 4J t0 AD (O lD tD lD l0 UJ t0 t0 t0 w t0 t0 UJ w l0 !O lD l0 l0 m l0 t0 w lD l0 lD (O l0 w(O +75 1020+00 +25 +50 +75 1021+00 +25 +50 +75 1022+00 +25 +50 +75 1023+00 +25 +50 +75 1024+00 +25 +50 +75 1025+00 +25 +50 PROJECT N0: 091023 OESIUED Bv: S. sOVERs NO DATE BY REV151014 DES IFTIDN LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(854)-70-52 snEEr "'� PROJECT DATE: CAD DATE. 7/25/2012 CHECKED BY: s. sovERs 5.52:16 PM DRAYN BY: Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F.�2 CAD FILE, K,\CRME\Z 1O 1023\CAD\PIw %\091023 F02.eM IOWAcm, IOWA PLAN AND PROFILE 0 0 0 0 0 0 0 0 0 0 cn n o ® 0 0^' o 0 0 �+ ^•� KIRKWOOD COMMUNITY COLLE GE ^^ I - ORAL-B LABORATORIES - GRIND 30.5 LF OF CURB / OVERLAY EXISTING DRIVE - - - - WITH DETOUR PAVEMENT.- - - - - - - - - GRIND OF CURB / r Y E S OVERLAY EXISTING DRIVE L7 WITH DETOUR PAVEMENT. / _ oTEMPORARY RELOCATE HYDRANT N " FROM STA. 28+37, 23' LT A - TO STA. 28+37, 55' LT _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - ✓ u s r- Ir- R/Y R/Y Y ♦ R/1& /�' — _ _ _ _ R/Y —..._ R/Y R/Y - _ _ _ _ _ _ - _ _ _ _ W _ _ _ _ _ _ _ _ _ STA. 1027+00.12, 13.00' RT SAWCUT REMOVAL LIMITS STA. 1027+75.28. 1300' I m TA. 1029+05.55. 17.0 ' RT STA. 5. 13.00' RT FT SAWCUT REMOVAL It REMOVAL LIMIT LOWER MUSCATINE ROAD SAWCUT REM O L LIMIT LIMITS - - - -{I- GSAWCUT - - _ -r - - - _ _ - - G _ _ _ - - - - - G oo G - / J° TA. 1028+50.79. 13.00' RT _ _ _ _ _ _ - _ _ - _ - _ _.. _ - _ - I SAWCUT REMOVAL LIMNS / — __ _ -_ W - — — — _ , 4 -o R/M °y / —$— o ; to p N IL _-.__ _____-_-------- ----------- O._FEE ZU N "I a•"GWGW"E I/ -0 =1c' a 705 --� 705 STA,-10 +7200 STA. 027+35.0 LEV= 95.76 - •• 700 ELEV 695.78 STA. 1028+99.00 /-EXIS ING GROUND ELEVATION 700 STA. 1028+55.30 PAVE ENT CEN ERLINE L_c ELE 695. .117 - .74% .0.04% « :24% 9 9 * .00% 0.60% PRO SED. DEF UR PAVE NT PROFILE GRAD 6901690 NOTEi CONTRACTOR SHALL MAINTAIN 4% OR LESS CROSS-SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL 685 PAVEMENT THICKNESS MAY BE REQUIRED IN EXISTING 685 DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT WILL BE MADE FOR ADDITIONAL MATERIAL REQUIRED TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 6 8 675 I I I 1 1675 O' Yi n rl O' tp t0 n Wf P n ^ N O ♦ Y1 b n aD O' O -' f'1 1'1 P v YI Yi Yl tO IR IN iU ID n i0 n IO n t0 O) 0) DD O W O' n ip Q' n O' N P V Q O' ^ O' N O' R P CO O m O LID 1(1 Y1 0 N Ili Yl Yi N Yl LLT N N Yl Yi Yl Yl Yi Yr IIi N W1 O Wl Yl 1(1 N I[1 Yl Ill tD Yr 1L1 Ur l0 0 AO Y1 l0 I. O N Yl Ui In V) N t0 O O' O' P P O' Q O' O' P P O' Q P 0' O' AO w t0 a0 W 0 10 b aD t0 t0 b t0 Y) b i0 i0 t0 N CO N O O N O O O O Ip t0 W CO t0 0 <O O t0 O 10 N O ap b b t0 b O O +75 1026+00 +25 +50 +75 1027+00 +25 +50 +75 1028+00 +25 +50 +15 1029+00 +25 +50 +75 1030+00 +25 +50 +75 1031+00 +25 +50 PR ECT Rm Dv1023 DEllrv+EO er, s. B2M ND DATE BY BEVISIN 01=1PTIDK LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(654 —70-52 s� RD' PNJECT DAT ce0 DATE. DATE, CREC[EO BY: 5. BOVER3 >rz5nolz 582iI8 PM GRAVY Br: Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F.03 CAD FILE: X ACRAIE\2D0BA08mz3\CA0\Plans\o9Io21F03.aM1t IOWA CITY, IOWA PLAN AND PROFILE D 0 + + + + + 6 Q / / / 4 '6 WE ES / Y TATE SS BAN SA9 iJ / GRIND SLS LF OF CURB - / / CONSTRUCT DETOUR PAVEMENT GRIND 22.5 OF CURB !~ TO EXISTING PAVEMENT ELEV. OVERLAY EXISTING DRIVE / TEMPORARY RELOCATE HYDRANT / WITH DETOUR PAVEMENT. FROM STA. LT N31+93.50. TO STA. 393.50, 45.0'.0'LT 7 / GRIND 16.5 LF OF CURB / I / OVERLAY EXISTING DRIVE WITH DETOUR PAVEMENT. -► — bz``�— O R/YO R/Y R/W � 't J 77/777777, + — — — — — —� W — _ — — _ — — _ — — _ — — — to 7 STA. 1032+37.82.7117.00RT TA. 1032+80.71. 17.00' RT / STA. 1035+95.%15, 17.00' RT TA. 10 6+78.69, 17.00' RT SAWCUT REMOVAL SAWCUT REMOVAL LIMITS TA. 1033+92.1), 17.00' RT SAWCUT.REMDYAL LIMITS SAWCUT REMOVAL LIMITS L SAWCUT REMOVAL LIMITS G — - — - _ G _ _ — _ — _ — _ - _ — _ _ _ _ _ — _.._-_ _ - _ - - _ _ TA. 1036+36.57, 17.00' AT -SAWCUT / DO RT LOWER MUSCATINE ROAD -REMOVAL LIMITS 1 viN SAWCUT REMOVAL 17 / — R/W R/W R/'' R/Y / R/W w R/W R/W R"i5 cc-- © L3_ 0 � 0 S' � I 5. St. FEET/ SL � fl w J h� 705 0 7 05 JELEVATION a AT PROPOSED DETOUR f P VEMENT ENTERL IN ' 7 STA. 10 4+90.00 - 7 STA 1032+40 00 LE = 696.0 + MATCH STA 1036+3 .00 STA. 1036-78.)0 ELE 696.0 0.79% +0.68% MA CH EXIST NG �XISTING ELE 693.9 LE = 693.8 9 9 -0.10% 7�-0.39% 9 9 PROPO D DETOUR PAVEMENT NOTE: CONTRACTOR SHALL MAINTAIN 4% OR LESS PROFILE GRADE CROSS -SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL 685 PAVEMENT THICKNESS MAY BE REWIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT RAI WILL BE MADE FOR ADDITIONAL MATERIAL REWIRED TO MAINTAIN SLOPE, ADDITIONAL MATERIAL SHALL BE - INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 680 68 675 67 N n Q n O O YO m O N n N O O W AO t'1 P O N m OP Ot` Ol0 PtD OP n t7 mu( P N Yl ill NN (hN mO OQ OO OO Pn P Q Pm mN f0 I(1 (O 0 w 1(1 N Q l0 Q 0 1[1 Ifl I(1 Q N Q I(1 Q Q Q Q Q Q Q Q Q Q Q Q Q Q m f'1 P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P l0 t0 l0 O AO w AO l0 UD tp t0 OD LO U) lD l0 O tp O N lD U) l0 1p N (O LO LO !D (D l0 l0 V) l0 t0 (D t0 (0 O U) !D l0 V) LO !D O O l0 +75 1032+00 +25 +50 +75 1033+00 +25 +50 +75 1034+00 +25 +50 +75 1035+00 +25 +50 +75 1036+00 +25 +50 +75 1037+00 +25 +50 5. SOVERS PROJECT W. 091023 CHECKEDD NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U -3T15(654)-70.52 SIEEi N0. Y: PROJECT DATE: CHECKED BY: s. savERs CAD DATE: 7/25/2012 5.5209 PM DRAWN BY: �0�� FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F CAO FILE: %:\CR\IE\2009\091023\CAD\Plena\091023-F04.aRt IOWA CITY, IOWA PLAN AND PROFILE / O o° O I O o O O 0 O I d O a O + 26 Q ® O O + 0 O Z I ® O / O LIBERTY GRO STILES REAL ESTATE CORPORATION' � ¢ I � BFLS PROPERTIES LLC ADRIAN P P RPR / I GRIND Iq.5 LF OF CURB / $ GRIND 58 LF OF CURB a SIJ I I// \��5§� OVERLAY EXISTING DRIVE PAVEMENT. / WITHDETOURPAVEMENTS \�A WITH DETOUR GRIND 95 LF M CURB \ / ` I / —� CONSTRUCT DETOUR PAVEMENT TO EXISTING P7.VEMENT ELEV. b� • d b \ �Jl l \v � • � zd n � l � / -- — --- -------- m - ' ITS / ✓ ��` F� � .� G r0 I I � \� I O � \ � 11 — — — r-I ' I a I - I TA. 1040+04.46, 17 OO' RT1111717, I SAWCUT REMOVAL LI ITS / ur STA. 1012+94.48 13.0 RT t TA. 1039+45.63. 17.00' RT « AWCUT REMOVAL LIM175 SAWCUT REMOVAL LIMITS STA811041+70.38. 13.00' RT �' TA. 1042+27.88. 13.00' RT / STA. 1039+05.69• 17.00' RT I- SAWN REMOVAL LIMITS_ _ -m= - —mdG — _ SAWCUT REMOVAL LIMITS _ — - — f — G — - — AWCUT REMOVAL LIMITS — — G — _ — ui STA. 1038+67.62, 17.00' RT _ _ c n V! p1. +; SAWCUT REMOVAL LIMITS - — G _ $BY11 _ - +o — - - — G -- s A. 1038+35.87, 17.00' RTI LOWER MUSCATINE ROAD _ SAWCUT REMOVAL LIMITS _ -- W — - — T - — - — R/ ---- W - - F — _.� _.�— - — _ � 'i3- _ — — - — - i7 1 • STA. 1037+93.45. 17.00' RT 0, o - AWCUT REMOVAL LIMITS 0 - - - -- • \ _ fl oo`� \ •s 0 20 / \ fl ST•'S'' ~ ® ® 0 N co BJS ENTERPRISES LCto 7 7 W 705 ST .. 1040+ .00 EL V -$q3'. 2 +/- STA 1042+77 MATCH EXISTING 5 A. 1011+ 1.00 ELE 695.5 7 _ 7001 M TCH EXIS ING+ lu STA. 1 37+91.00 AT PROP SED DET UR 1 LEV = 693.60 STA. 1 3q+07.00 ST 1039+4 '00 Zq PAVEME CENTER INE ELEV - 693.71 L V = 6q+3.')5 -O.q % +0. q +3.47% +0.8 % +0.85• +0.43%- +0.41% S A. 1041+ OXO, STA. 1 42ELEY q El FEW 69k An 8+50.00. 5.57 q STA. 10 8+35.00 ELEV = 93.40 PROPOSEE DETOUR PAVEMENT PROFILE RADE 685 NOTE: CONTRACTOR SHALL MAINTAIN 4'/. OR LESS CROSS-SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL PAVEMENT THICKNESS MAY BE REWIRED IN EXISTING DRIVE AREAS TO MAINTAIN THIS SLOPE. NO PAYMENT680 - WILL BE MADE FOR ADDITIONAL MATERIAL REQUIRED TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 68 675, 675 r7 IFI m n m m f O m N O a N O m r O f e7 CR mO IFI ^ f 0W0' WIf mN mm O• n PP mN mm O OO If1 N N ^ f m ? m f a1N Nt1 NO mm nO m0 rl M Cf rl F'I ri AIN of nl 17 rl n 1'> rf ri r1 ri r1 < m CI v f v v v v v v v v v N O III Ilf N WI IFl IFI Ul O N N m Wl m P P ? R ? O' 0' P O• a' O' O• Q O' P P °' P P V O• V QD °' °'O• O' P P D' P O• P O' P V P O• O. O' O' P ? 0' O' P mm m mm mV) mm mU) mtO mt° mm mt° t0 t0 t0 t0 mt0 01w mto w t0 m w t0 mt° 10 t0 QD mto w mc0 m1° IO tD +15 1038+00 +25 +50 +75 1039+00 +25 +50 +75 __ 1040+00 - +25 +50 +75 1041+00 +25 +50 +75 1042+00 +25 +50 +75 1043+00 +25 +50 DESIKEDGNS S. RIVERS PROJECT N0: 091°23 DESIRED RIVERS NO DAM By REYIBION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(854)-70-52 SHEET •" BY: S. PROJECT NATE: Y: CAB °ATE; 7Y2512012 552.21 PN DRAWN BY: Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE DETOUR PAVEMENT F.05 CAO FILE. XA\ \0i\2009\091023\CAO\Pion\O9IO23_FM.Ot IOWA CITY, IOWA PLAN AND PROFILE O O O O O + + / ® In / IT O O O O / CD TH IV LC +O n O PROCTOR & GAMBLE Q HAIR CARE LLC --� O OD+ GRIND 41 LF OF CURB O OVERLAY EXISTING DRIVE. WITH DETOUR PAVEMENT. GRIND 24 LF OF CURB / 3 OVERLAY EXISTING DRIVE WITH DETOUR PAVEMENT. F I _ b I + a • \ — — — — _ — _ — y GRIND 24 LF OF CURB © BVERCAY EXISTING DRIVE � / '15 — J ' , STA. 1045+91.85. 7.56' R WITH DETOUR PAVEMENT. ^ -I ✓ o m ', AWCUT REMOVAL LIMITS lop a fl _ B /r --�.-- /, © r -I _ . /V R/V V ft/V fl/V -_ STA. 1047+76.69, 11.00' LT -\ lo SAWCUT REMOVAL LIMITS ^ • - — — • In P- 0 e STA. 1045+55.14, 10.06' RT TA. 1046+82.77, 1.39' RT STA. 1048+35.88, 9.00' LT LOWER MUSCATINE ROAD SAWCUT REMOVAL LIMITS SAWCUT REMOVAL LIMITS SAWCUT REMOVAL LIMITS - — - — G - — - — STA. 1045+11.83, 13.00' RT - — _ - — - — _ — - — - — _ _ _ - - AWCUT REMOVAL LIMITS p TA. 1044+19.44. 13.00' RT STA. 1044+73.81. 13.00' RT o STA. 1046+42.83. 4.10' RT ./' SAWCUT REMOVAL LIMITS 3 SAWCUT REMOVAL LIMITS SAWCUT REMOVAL LIMITS O L) RH - O 0 rJ 705 EXIST NG GROUN ELEVATI N _ _ 7 05 PAVEM NT CENT RLINE TA. 104!+61.00 STA, 1)48+42.11 LEV = W6.81 ST 1045+84.00 ELEV = 697.11 - 7 7 00 +0.69' -0.90% +0.44% +0.60% +0.0 8% +0.517. +0.18% -0.2 % q 9 5. + PROPOSED DETOUR VEMENT STA. 1 STA. 046+82. PROFILE ADE STA. 1 44+34.00 ST 'A. 044+60.0 ELEV = 6g7.0400 697.04 ELEV 697.12 ELEV = 696.14 ELEV 696.29 q 69 NOTE: CONTRACTOR SHALL MAINTAIN 4% OR LESS CROSS -SLOPE ON ALL DETOUR PAVEMENT. ADDITIONAL 685 PAVEMENT THICKNESS MAY BE REOUIRED DRIVE AREAS TO MAINTAIN THIS SLOPE. IN EXISTING NO PAYMENT WILL BE MADE FOR ADDITIONAL MATERIAL REOUIRED TO MAINTAIN SLOPE. ADDITIONAL MATERIAL SHALL BE INCIDENTAL TO THE DETOUR PAVEMENT UNIT PRICE. 680 680 7 7 N N n O N Irl r < W3 N DO N n C'N ON N N� I'I NN In Aov n e nln Op ID C'n On F. On -O' In <O to IC r0 m to rD tD m to tD <O In ro aO AO ro to ro ao n IO n a n cai n n P C' P O' P C' C' O' P P P C' O' P O' C' O' P C' P? C' Q 0 10 0 b 0 (D 1C AD tD . w 0 . IO t0 _ - +75 1044+00 +25 +50 +75 1045+00 +25 +50 +75 1046+00 +25 +50 +75 1047+00 +25 PROJECT W. MIM DESID O BY: S. SOVERS Ho 04re BY RENSIM DESCRIPTIDR STP -U-3715(654)-70-52 SET W. LOWER MUSCATINE ROAD IMPROVEMENTS DATE: CAO DATE: Trzs/zoa CAD BY: s. savERs DRAWN ssz,zz PR ORAUR Br: Foth FROM KIRKWOOD AVENUE TO AVENUE DETOUR PAVEMENT F.06 CAO FILE. XACR\D:\2OOWg1D23\CAD\Plan\0102]_.0... IOWA CITY, IOWA PLAN AND PROFILE MIDAMERICANRORKWOOD ENTRANCE RETAINING WALL LOWER MUSCATINE ROAD e v HORIZONTAL BASELINE INFORMATION HORIZONTAL BASELINE INFORMATION NORTHING Nw STATION N011TMN0 FAS1N0 BFARINMOISTANCE OBTAANfiE 0.0.[. TANGENT LENGTH E RAdus a b 1020+19.65 j 21836/5.3681 5 /3 56' 21.16" E / 10.1223 P.C. 2•]1.00 60]115.58)] 2182577.1397 X88° 2)' 59.16" E /IOL/011 1027-00. 14 P. 1. 3•]1.12 607118.]019 21826]8.8278 5 13 56' 2]. I6" E / 101.12N P CPstO). J P.T. 4-64 05 60]015.2]0] 2182]19.2011 6 A3 56' 21.16" E / 1621,9008 2181935.6351 20.88.95 605905.2508 21838]6.]52 8 /3 5I' 21.]6" E / 610.3816 N10.NYYVOD AVENUE 26+99.33 605165.85] 2181700.1293 SIJ° AB' 53.62" E / 720.1221 1015+11.33 31.19.)5 60/M6.01/6 2181799.0991 5 12 5]' 15.61" E / 111.%]/ 603923.131 {,I},} CP s108 T 601811.9119 71•W 5 /3 56' 19.92" E / 271.9607 690.35 CP#108 fi01622. 1085 218510].11% 60]115.19 2182155.03 1/2" x 30'• REBAR )15.86 2185M .6336 6 q 53' 06.16' E / 118.1107 70+00 W 601160.7223 p 5 13 JT 35.18" E / 120. N78 16.71.01 601073.7558 2185639.5755 S 13 17' 16.61" E / 218.9558 18+50.00 607915.6919 2185]91.0925 B2w 'vob zo 00 eD.oD r %•� CONTROL POINT DATA " CP YI060 �°� c $ 90.00 `g LOWERIUIM TOWER ENTRANCE a 112 W AD. LOCATION 110RR110 EA9TNG OESCRPIION EIFVATNIN GINTERA NUE 89• CP#IDO STA. 10•]9.3], 38.55' LT 601526.59 2185256.90 1/2" x 30" REBAR 691.53 6 MIDAMERICAN NORTH ENRUNLE Cps 101 STA. 12+)IJS. 6]0.39' LT 601)95.81 21858)6.19 1/2" . JO" REBAR 688.33 80.00 i B Ql MIDPLIERICAN UMPBINE CP* 102 STA. 33+85.18. 3].86' LT 60199).13 2131302.53 1/2" x 30" REBAR 695.88 CP* 103 STA. 26.98.)3. 19.85' RT 605152.51 2181235.]2 1/2" x 30" REBAR 6%.10 MIWMERICANYARDENRAKE CPA 105 STA. 19+53.19. 32.09' LT 606025.27 2183805.65 I/2" x 30" REBAR 691.05 r N CP#106 STA. 12+32.19, 25.23' AT 606501.11 2183261.2) I/2" . 30" REBAR 691.0) NIDPMERICAN ENTRANCE CPs 10) STA. 3.85.91. 35.6]' LT 607153.20 2182)02.52 1/2" x 30" REBAR t FRIE MY S AVENUE �'�.IA H CP s1 MIDAMERICANVtWMVJOD ENTRMILE 0 RETAINING WALL r PI' �yb w f SUFER F AV r] NNUUAEND J a N T/1 00.0[1 9� a & Cp #103 `,' ? ti`1:^ i X51' P 5Y WSiI e A#� P� LP Y103 P SCP 0101 JP ®P P CP 11,0L0 pA lk 9}Pd T SUPERELEVATION DATA SEE WY SERIES IE RAp118 RD BRpADg SECTNW AJI SECTION M SECTION CC SECTION III 9 RA CIIXVERNI AA L A Y- I .91 rtl. • 1. rT4 w 9 r' "o -op, � P PC -'o9{ P. PROJECT W. 091023 DESIGNED BY: S. WYE" NO DATE By REVISIN DESMIPTION STP -U-3715(664)-70-52 SHEEJNO CADJECT D 7/ DNAWNED Bn s. sevERs DATE) )/zs/zDlz 5:53:16 PM ORAVN Br, LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE GEOMETRICS, REFERENCE TIES, ANDc6D G` CAO FILE. N:\CR\IE\2009\091023\CAD\PIYm\091023-WI.Ot ',Foth IOWA CITY, IOWA BENCH MARKS MIDAMERICANRORKWOOD ENTRANCE RETAINING WALL LOWER MUSCATINE ROAD HORIZONTAL BASELINE INFORMATION HORIZONTAL BASELINE INFORMATION NORTHING Nw STATION N011TMN0 FAS1N0 BFARINMOISTANCE OBTAANfiE 0.0.[. TANGENT LENGTH E RAdus 9 6]9" / ] 1020+19.65 6059]2.1026 21836/5.3681 5 /3 56' 21.16" E / 10.1223 P.C. 2•]1.00 60]115.58)] 2182577.1397 X88° 2)' 59.16" E /IOL/011 1027-00. 14 P. 1. 3•]1.12 607118.]019 21826]8.8278 5 13 56' 2]. I6" E / 101.12N 1] 75' 37.78" M 5/' 10.75' IOLQII 191.019 21.37 230 LOX P.T. 4-64 05 60]015.2]0] 2182]19.2011 6 A3 56' 21.16" E / 1621,9008 2181935.6351 20.88.95 605905.2508 21838]6.]52 8 /3 5I' 21.]6" E / 610.3816 S M 25' 53.]9" E / 225.1915 26+99.33 605165.85] 2181700.1293 SIJ° AB' 53.62" E / 720.1221 1015+11.33 31.19.)5 60/M6.01/6 2181799.0991 5 12 5]' 15.61" E / 111.%]/ 603923.131 75.91.]1 601811.9119 2181918.1788 5 /3 56' 19.92" E / 271.9607 690.35 CP#108 fi01622. 1085 218510].11% 60]115.19 2182155.03 1/2" x 30'• REBAR )15.86 2185M .6336 6 q 53' 06.16' E / 118.1107 15.10.90 601160.7223 21B54b.6818 5 13 JT 35.18" E / 120. N78 MIDAMERICANRORKWOOD ENTRANCE RETAINING WALL LOWER MUSCATINE ROAD HORIZONTAL BASELINE INFORMATION HORIZONTAL BASELINE INFORMATION NORTHING Nw STATION N011TMN0 FAS1N0 BFARINMOISTANCE OBTAANfiE 0.0.[. TANGENT LENGTH E RAdus 9 6]9" / ] 1020+19.65 6059]2.1026 21836/5.3681 5 /3 56' 21.16" E / 10.1223 P.C. 2•]1.00 60]115.58)] 2182577.1397 X88° 2)' 59.16" E /IOL/011 1027-00. 14 P. 1. 3•]1.12 607118.]019 21826]8.8278 5 13 56' 2]. I6" E / 101.12N 1] 75' 37.78" M 5/' 10.75' IOLQII 191.019 21.37 230 LOX P.T. 4-64 05 60]015.2]0] 2182]19.2011 6 A3 56' 21.16" E / 1621,9008 2181935.6351 20.88.95 605905.2508 21838]6.]52 8 /3 5I' 21.]6" E / 610.3816 S M 25' 53.]9" E / 225.1915 26+99.33 605165.85] 2181700.1293 SIJ° AB' 53.62" E / 720.1221 1015+11.33 31.19.)5 60/M6.01/6 2181799.0991 5 12 5]' 15.61" E / 111.%]/ 603923.131 75.91.]1 601811.9119 2181918.1788 5 /3 56' 19.92" E / 271.9607 38.66.]0 fi01622. 1085 218510].11% S /1 56' 19.92" E / 225.785] 10+92A9 601162.2876 2185M .6336 6 q 53' 06.16' E / 118.1107 15.10.90 601160.7223 21B54b.6818 5 13 JT 35.18" E / 120. N78 16.71.01 601073.7558 2185639.5755 S 13 17' 16.61" E / 218.9558 18+50.00 607915.6919 2185]91.0925 MIDAMERICANRORKWOOD ENTRANCE RETAINING WALL TEMPORARY DETOUR PAVEMENT HORIZONTAL BASELINE INFORMATION Ilo. STATION NORTHING EASTNO BEMWGIDISTANCE DELTA ANGLE O.O.C. TANGENT IENOTN E 3MDIU6 BH5.00 ] / IBI] 9 6]9" / ] 1020+19.65 6059]2.1026 21836/5.3681 5 /3 56' 21.16" E / 10.1223 1020.89]] 605921.9108 2183891. W16 5 13 5]' 21.%" E / 610. 3 1027-00. 14 605182.5211 2181317.6% S 13 13' 53.62" E / )20.308/ 1031+20.15 601%2.]61 2181816.3861 S /2 57' 15.61" E / 1]5.0015 1035•%.IS 6018N.681 2181935.6351 5 /3 56' 19.92" E / 212.16]6 0038+61.62 60163B.IOH 2185121.1899 S M 25' 53.]9" E / 225.1915 10/0.92.91 6011]].8231 2185282.2066 S A3 53' OB.30• E / 118.1210 1015+11.33 6011]6.2518 -2-1855]2.2669 5 AO 0/' 1].63" E / 370.]]66 10 8.12.11 603923.131 2185785.2021 MIDAMERICANRORKWOOD ENTRANCE RETAINING WALL HORIZONTAL BASELINE INFORMATION N0. STATION NORMNO EASTNO BEARSNWISTANCE DELTA ANGLE O.O.C. TANOBIf D]YOIH E RAWB P. 1. 1000+71.35 606001.8391 2181123.1%1 5 13' S1' 2].89" E /11.8536 19' I2' 13.11" 73 12' 12.21" 77.8536 116.0119 16.9191 i"tt1.0000 P.T. 1001+16.01 605951.1016 tIe11P./109 S 17 51' 2].89" E 7/172.6115 1002.16.86 fi05B55.9106 2161269.1669 CONTROL POINT #100 CONTROL POINT #101 CONTROL POINT #102 SIDE ROADS SET V2" REBAR N: 604,795.61 SET 112" REBAR IN: 604,997.18 E: 2.185.256.90 E: 2.185,876.19 HORIZONTAL BASELINE INFORMATION STATKN NORIIMG EASTND OEA Umt/1D TAMCE DELTA 18401E O.O.C. TANDEM 1F31DIN E RADRJ5 174, N. IGN LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE sL 70+00,00 .0931 2183671. N 00' D5' 22-40" E / In. 3 TIF 71.25.IID 607126.0662 2182671.2955 -po 1po 10 POWER POLE ASH STREET 1 TRAFFIC SIGNAL MANHOLE 28 SIGN -NO PARKING BILLBOARD TRAFFIC SIGNAL POLE 00.00.00 606637.61W 21829]8.10]7 N DO 02' 07.83" E / 200.0000 CONTROL POINT #105 CONTROL POINT #1067 606837.6192 218?970.nl7 i SET V2" REBAR SET V2" REBAR SET V2" REBAR -,7 INE SNEET(MIBTN IN: 606.025.27 NT 606.504.44 E: 2.184,285.72 E: 2.183,805.65 ENtkpNC6 95.00.0) 606522.156 2183282.2125 N 00 45 00.00• E 1190.0017 96.90.00 GID6712.1414 ZHIRIP1,72% 3.6y q u \s c Lu ��9 2 U 10-12- _ ✓: �y4 7.3 56 090 3 rs s T( TH 40P v 0 W 88.00.00 6MI6.14r 2163287.4on N 00 6. 29.02" E / 200.000) �\ 90°00.0 606516.1132 2193M.037 8 SIGN -STOP TELEPHONE MANHOLE SIGN -BUS STOP 03 POWER POLE 3 POWER POLE 3 POWER POLE GINTER AVENLE 100.00.00 6061)0.7613 2183162.9219 N 88. 31' 43 / 101.25.04 6DS473.9718 2183207.9211 SPRUCE ST. INORw 110°00.00 fi06301.027 2183495. 37 P.C. 11055.14 606334.28M 2183535.0169 N 16' O3' R.N' E /62.5146 P.1. 111.17.65 362.6687 21 N 00. 48' 35.51" E / $2.5MIS I4' 5].93" 36 11' 49.8]' 61.5116 118.1627 12.5056 150 P.I. ill -73.60 M45.177121 941 N ' 40' 35.51* E / 1 112w1.39 60 72.%77 2163MI.M74 SPRUCE ST. (SCUM I 120-00.00 60M.5887 21 on N W' M' 02.71' E / 125.6614 121.25.66 6061M.m 2183605. 36 FRIENDLY AVENUE 210.00.00 606152.361 2183655. N 88' 28' 39.74' E / 160.0000 211.60.00 606156.5915 2183615,q325 IOAMERICANINORM 200+00 DO 606032.]961 2193753,836q N 46' 07' 27.13' E / 360.1666 203.60.17 6C(G?82.4Z66 ZINO13,4608 SYCAMORE STREET 121°00.00 605007.8038 2193-00.5571 N 00' S8' 15.53' Y / T30.0000 P.C. 131.50.00 605757.6962 2183637.8479 N W. S8' 15.53" Y / 60.3695 P.I. 1 605806.03& 21836X.9366 N 36 M' 20.50' E / W.N% 37 X' 36.03' 36 I ' 19.81' %.N% W.15M 8.2247 150 P.T. 132.47.15 60X483 2183866.6881 M 36. 00' M.50• E / 17.1561 132.94.31 605886.71127 2183891.4982 NIRA AND AVENGE 125140.00 605834.7095 2183665.256 N 88' 25' 53.10" E / 61.6167 P.C. 125. 1.6 X.94X 2183746.0423N 25' 53.10" E / 28.6750 P.I. 126.10.25 605837.7275 2183775.4665 S 6° 5T 11.30" E / 26.6350 21° X' 55.60"--:i 11' 49.8)' 28.635 56.5891 2.7-07 150 P.T. 126.36.21 605827.9117 2183801.3666 S 6' 57' 11.30" E / 47.4210 @6.85.63 605811.6563 2183846AI44 MIOAIERICANIKIRNI 160.00.0 7`1.4346 21830101,6447 Al 46. 081 MAJ. E HAM P.C. l -n.91 / P . 162.29.91 6DMM.7519 2184067,4443 S 43- 51' V. / IW.ODDO' 00' 00.00' /9 I' 150 235.61N 62,132 ISO P.T. 163,15,56 6050130,M 2164171,374843- BY 2Lffl- 165. A9 W5"6.3315 216431q.6046 MIONERICM FNIII 220.01.04 605988.4106 2182997.7354 N 46' M' 32.11" E / 171.0462 221-72.14 606106.9234 2184121.0704 DEFOREST AVIDNLIE 114.60.00 60517a.2883 2183624.3132 N 88' 11' 29.19" E / 223.865 116.23.33 MIV.393Cl 2103847.5815 N M' 48' 31.89' E / 44.4321 P.C. 116.67.)6 60518/.312 218 N M' H' 71.89' / 11 P.I. 147.42.07 605185.8567 2183%6.298)A! 16 a5' 13.20' E / 7/.3193 12. 43' 18. 20.42- 74.3109 141.671 11.0149 190 P.T. 148-0q.43 6M37.3161 2181019.8317 N 46 05' 13.20' E / X0.5701 151.)0.00 605487.4)52 21842)9.5813 MNL HIVE 170.00.00 601636.0116 2104799.1 N 67 21 51.01' E / 200.0000 129.00.00 605022.9891 2181983.7936 IST AAKE P.C. 180.00.0 604000.7392 21 .29]4 N 14° 44' 15.89" E / 380.7832 P. I. 183.M.n 604446.9918 2185126. N 67' 43' 18.29" E / 300.7832 52. 59' 02.41' 07 n' 58.01' 380.7832 706.5036 64.6345 764 P.T. 187.06.51 604593.3516 2185429.0259 N 67' 43' 18.29" E / 167.1192 188.13.35 .6393 21FM33.4756 M OAIERICM YARD 400.00.00218392].9829 S 43. 52' 32.87' E / 150.0000 401 AIZIMI.%75 MIONERICM Wit 230400.00 606M,Z4N 2183811. 50,14 N13 ST 32.87' W / I4.68 P.C. 230.11.88 gogm.BIM 218301.3276 N 13' 52' 32.87' W / 40.217 P.I. 230 1J ].6]76 218 37) N 00' 15' 05. 9" W / 44Q.0217 13' 37' 27.18' S7 ]' 11. 1' 40.@0 )6.1 ).71 1 100 P.T. 230.90.82 606167.69 2183773.1129 N 00' 15' OS. n' W / 6. Ina 231.50.-0 6%226.11717 2183773.15M MIOAMERICAN LMP 500.63.00 606221.7417 218M.3465 5 )1' 01' /72.1016 P.C. 500.72.10 606212.9105 2182981.MP S )1' 01' 55.X' E / 13.1061 P.1. 500-45.51 606m.2225 2183936. S 11 W' 48.19' E / 13.1 36' 01' 07.11' 111 35' .61' 13.1062 1.3661 50 P.T. 500 .M 606199.5811 2181M3.11N S 44' 00' 48.19' E / 21.1705 P.C. 500 .4J 606182.19-0 2184020.20" 41. 00' 18.19' E / 30.07 I P.1. 501.12.51 606160.571 2181011. S /6' 01' 27.13' W / 30.0721 M' 00' 15.32' 1 6' 6.35' X.On1 4].1959 1 .474 30 P.T. 501.n.M I 6QG]n.7a 21NO19.4253 5 46-0]' 27.13" W / .97'18 CONTROL POINT #100 CONTROL POINT #101 CONTROL POINT #102 SET 1112" REBAR IN: 604,526.59 SET V2" REBAR N: 604,795.61 SET 112" REBAR IN: 604,997.18 E: 2.185.256.90 E: 2.185,876.19 E: 2,184,802.58 2 0\SIGN •.\ FtiT 3 �cF�v, 8-' s0i IP 1 : 1y14�J <0 Fot 174, N. IGN LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE sL P, 3° 1101 OI V G F SCq� TT 3 TIF O� -po 1po 10 POWER POLE Q LUMINAIRE 1 TRAFFIC SIGNAL MANHOLE 28 SIGN -NO PARKING BILLBOARD TRAFFIC SIGNAL POLE (I)SIGN -STOP HERE 3 LUMINAIRE 3 GAS VALVE CONTROL POINT #103 CONTROL POINT #105 CONTROL POINT #1067 i SET V2" REBAR SET V2" REBAR SET V2" REBAR -,7 N: 605.452.51 IN: 606.025.27 NT 606.504.44 E: 2.184,285.72 E: 2.183,805.65 ENtkpNC6 E: 2.183,264.27 <p �<�SCFq ,CPN ,moi N\DPMER i oo 1GN<p = 3.6y q u \s c Lu ��9 2 U 10-12- _ ✓: �y4 7.3 56 090 3 1po 40P v 0 W GINTER AVENUE F �\ SIGN - NO PARKING TELEPHONE MANHOLE TELEPHONE PEDESTAL 8 SIGN -STOP TELEPHONE MANHOLE SIGN -BUS STOP 03 POWER POLE 3 POWER POLE 3 POWER POLE CONTROL POINT #107 SET V2" REBAR N: 607,153.20 E: 2.182.702.52 89 37. s9 ❑©GN LOWER MUS '9 ? CATTN . 2 LU �p Ix LLN I POWER POLE SIGN - CHURCH PARKING 3 SIGN - STREET CONTROL POINT #108 SET Y2" REBAR IN: 607° 115.49 E: 2,182.155.03 ¢1- Low f l~!I '.'-LOWER MUSCATINE ROAD 1 FIRE HYDRANT TELEPHONE PEDESTAL 3 POWER POLE FMJECT 091023 S. VERS NO GATE BY REVISION DESCRIPTION STP -U4715(654)-70-52 SHEET M. DAT CHECKED Y: S PROJECT DATE: cx6cNE0 fir: S. mvERs CAD DATE: 7/25/2012 5,53.16 PM DRAWN 6r: Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE GEOMETRICS, REFERENCE TIES, AND G9 OZ CAO FILE: %:\tlt\IE\2939\091023\CADV'lem\091023-G02.WH IOWA CITY, IOWA BENCHMARKS O O O O O O © O O Q NERAD. VERNON W Q RFICHESTER W Q SCHINDHELM. EDNA M O K BERANEK, MEGAN A 6 + + + O CHURCH OF CHRIST RICHARDSON. KRISTOPHE 10ENOODAVENUE CHURT L O ...: N +62.40 (+ +0 92 n O O 50.00' 5.16' _ +75.79 +19.95 7AB_yFR SCOTT O BECKER, LINDA L +26.33 _ 68.70' & LORI A IS 00 50.02' +56.37 +08.00 61.g7' A - +23.21 49.64' EMP_CONST_EASE1£NT O 58.66 54.51' v R/W R/W R/W R R/W R/W R/W +90.55 +06.10 +08.00 +26.33 +62.40 50.82' 45.85' 1.00 35.00' 35.00' 35.00' +943.84 -C? z,1 KIRKWOOD AVENUE R/W t T ,+60.00 37.58' 60.00 +37.36 \ 35.00 27.11 +52.27 \ +09.50 27.92' \ R/N R/W R/ R/W W - - - \ -54.64 \ OO «59.86 34.08' \ I< 40.00' +50.16 +58.5q \ +85.58 35.33 43.53' H 39.72 4 1063-50 46 I 53.92 4.5.5 2' 36.111 44.84' PERMANENT UTILITY EASEMENTI Oxt \ HENRY. BRADFORD V � MO H MAN�_FNJ AMI.IJ J (j SOTELO-HENRY. RITA & KIMBERLY A ©4 of r \ sC9 \ \ z AGUILAR, MANUEL ® & MARY C I ®I a N I F O \ PGEORGE= b 9 GRAUER- DONALD E ® �( fm al & DELORES PETERSON, CONSTANCE E ® I +94.64 \ \ FIXSEN MICKEY 8 107.40' \ \ & JEANINE M © \ \ \ \ i +01.12 q N 105.43' I \ q£ _ \ 20 ¢ \ D FEET PROJECT NDx 091023 DESIGNED BY, S. WYE% 1111401DATE BY REVISION DESCRIPTION STP -U-3715(654)-70-52 PROJECT DATE: CIECNEO BY: S. COVERS Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD X.01 CAD DATE: ,\CR\I012 S.iAD\P3:49 PM DRAM- BY. ROW LAYOUT CAO FILE. %:\CR\IE\2009\091023\CAO\Plana\091023_X01.aNt IOWA CITY, IOWA 4 P e 0 THE HOUSING GROUP LLC 04 O I 296.76' O l J «54.26 75.19 / N 55.00 95.19 +28 71 55.00' 53.34 +75.19 I I I I I I 50.00 +69.19 _ +95.19 45.00 -- - - -- 45.00 - --- NO R/W I I R/W - LOWER MUSCATINE ROAD R/ R/W > TEMP. T. EASEMENT +33.37 + +90.64 +54.56 . _ 48.03' 50.3 41.00' +38.38 \ \ .73.84 +99.18 27.19 45.02' 'rb \ 50.32 © ® 48.46 18.46' BUSS. DARYL DEAN LAUTNER. CHAD W CROY, SUSAN MARIE BLOUNT- ERICA M +65.15 +68.63 49 \ S�h 74.13 FIELD, DAR ENE \ \b FT -- +00.58 41.00' +T9 as +24.96.. i 48 MAXEY, STEPHEN A & ESTHER M �b G LOWER MUSCATINE ROAD I 296.76' l J «54.26 F / i 289. 10 0 ZO I I I I I I --4 20' PERMANENT $TO M DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION I I SEWER EASEMENT I STP -U-3715(654)-70-52 SHEET W. O I l0 I ll 12 13 14 TAKTAKISHVILI. OTAR M AI O M R I I 1 O M RENTALS I W HHRRLE- SARAH J MAJOR, CHRISTOPHER L FORA& R. THOMAS J & AMY JO MAHON Y. MI H A 1 O O O O O O + + + (O n +19.21 00 +68.38 52.00' 45.00' I +15.21 I I «68.38 «24.38«19.23 «69.6 1 +42.21 +69.16 I645.00' 51.00 52.00' 0'5.00' 45.00' 45 00' Y52.00 .21 52.00' -- ---coASE I _NT _ 72:0 _ - - - R/W I R/W „ -, R/W R/W R/ R/W > TEMP. T. EASEMENT +33.37 + +90.64 +54.56 . _ 48.03' 50.3 41.00' +38.38 \ \ .73.84 +99.18 27.19 45.02' 'rb \ 50.32 © ® 48.46 18.46' BUSS. DARYL DEAN LAUTNER. CHAD W CROY, SUSAN MARIE BLOUNT- ERICA M +65.15 +68.63 49 \ S�h 74.13 FIELD, DAR ENE \ \b FT -- +00.58 41.00' +T9 as +24.96.. i 48 MAXEY, STEPHEN A & ESTHER M �b G LOWER MUSCATINE ROAD R/W TEMP. COMST .�FASEMENT +79.79 41.00' by ® +80.43 49.00' KRON. RONALD R & LINDA SUE +90.43 49.00' 9Sy STEP SFT 5� l J F / i IFTI R/W TEMP. COMST .�FASEMENT +79.79 41.00' by ® +80.43 49.00' KRON. RONALD R & LINDA SUE +90.43 49.00' 9Sy STEP SFT 5� yb 0 ZO F��b PROJECT NM 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET W. PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 7/25/2012 5:53:50 PM DRAwn CID FILE: N:\CR\IE\2009\091023\CAO\Plana\091023 HO2.> t Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA LOWERMUSCATINE ROAD ROW LAYOUT H.09 I I� 4 5 h WILLIAMS, FRANK t6 — — +29-77— — TEMP. CONST_EASEMENT _ 45.00' R/W R/W SOLBRIG, INGEBORG H TV OT . BEVERLY I PUTNEY, KENNETH L \ 0 DAWSON, THOMAS M 0 0 & SARA JEAN 0 yd\ 0 0 0 0 \ } + + + \ \ +30.34 05.00' +14.30 «11.95 � — — — — — — — — — — — «49.41 45.00' 63.15 \ — 45.00TEMP. CONST. EASEMENT R/'d ROW R/W LOWER MUSCATINE ROAD «20.13 +17.94 +41.95 31.00 41.00 39.00 R R/W R/W _ TEMP_CONSt_EASEMENT +20.35 \ _-- --- 39.00 o- — — *539 00 +20.41 \ 41.18' �6 P� A�'L 46 / (� 4I.e s�q 3. 0 SMALL, DOUGLAS W FSK. +17.82 & GUYLIA L 2 +62.27 +84.30 r 63.00 83.61' Q p/Y p11 d ala Iv" CULLIVAN. MICHAEL P NEWMAN, HEATHER M R/W R/W INB/W 1y i +9 70 36.00' 46. +64.91 «19.25 +49.25 42.00' 46.0 00' +94.91 42.00 / 44 45/ / BERTELLI, / GORDON A WE14-4 G. SANDEE K PH 5 / / / / / i AN. NBA. DENNIS J 0 20 / F� PROJECT W. 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAO DATE: 7/25/2012 5.53.51 PM MWN BY. CAO FILE: %.\CR\IE\2009\091023\CAO\Plm ,\09I023_M3nM O Foth O r + W t[ N rv_T W 0 V+ — �50 50.00'� N. .. .. —,--_ R/W R/W INB/W 1y i +9 70 36.00' 46. +64.91 «19.25 +49.25 42.00' 46.0 00' +94.91 42.00 / 44 45/ / BERTELLI, / GORDON A WE14-4 G. SANDEE K PH 5 / / / / / i AN. NBA. DENNIS J 0 20 / F� PROJECT W. 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAO DATE: 7/25/2012 5.53.51 PM MWN BY. CAO FILE: %.\CR\IE\2009\091023\CAO\Plm ,\09I023_M3nM NO MTE BY REVISION OEBCRIPTIOX Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA I STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD ROW LAYOUT I SHEET NO. H.03 M MARTIN RYAN A O O O O (O r '.lj+90.00 50.00' 40.00 TEMP. CONST. EASEMENT +90.00 � 35.00' — RON 14.91 [� R/W I :J AP4 73.00 t 38.56' d 24.83 67.64' 's \ UTILITY LOWER MUSCATINE ROAD +00.28 rnuruxu vw 97.00' TEMP. CO— EASEMENT 1b STYROM. STEPHEN L RELLIHELLIHAN. MARCIA A PIIOPOSEopg�vu R/%/W +85.00 .95.00 37.00'�� R/W z R/V- ._..• —`-' +15.22 PNOJOESICI NO: 091023 E0 RY: S. ER5 PNOJLo CHEN 041E: O RWV S. SOERS cnc HATT: //25/2012 5:53,52 PM DRAWN BY: REVISION RESPTISX _ NO DATE BY OII - - 33.00' �0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE 3.5 SNEET N0. H.04 cnO No xncX\lE\zooa\oalozo\ceo\PL:.\oaloz3_Nw.ax — R/W R/W 47.00' w leP _ _-- _ _-- _—_ _ _ �S t� z / ss'i. 9�9 PCO SCHWAIGERT. JOHN J 6 BLANCHE E U �O� IOU e a 4r 0 F / / I KIRI W000 COMMUNITY COLLEGE MIOAMERICAN ENERGY I O O O O O O f f I + O N N N i N PERMANENT UTILITY UTILITY EASEMENT +60.00 55.00 47.00' +85.00 +95.00 +60.00 46.98' ]'_ 4�\ /-r —42nn 37.00' R/W +55.00 PIIOPOSEopg�vu R/%/W +85.00 .95.00 37.00'�� R/W _-t - " 7 �• �O R/V- ._..• —`-' +15.22 PNOJOESICI NO: 091023 E0 RY: S. ER5 PNOJLo CHEN 041E: O RWV S. SOERS cnc HATT: //25/2012 5:53,52 PM DRAWN BY: REVISION RESPTISX _ NO DATE BY OII - - 33.00' �0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE 3.5 SNEET N0. H.04 cnO No xncX\lE\zooa\oalozo\ceo\PL:.\oaloz3_Nw.ax — R/W R/W 47.00' v _ _-- _ _-- _—_ _ _ �S / ss'i. 9�9 PCO SCHWAIGERT. JOHN J 6 BLANCHE E P14� In / PROPOSEO ROW MAAS. CURT CHARLES .17.82 ^\ +96.44 �C4 128.61'132.67' TEMP. CONST.EASEMENTp1�+8�6/1.85' Iii E(I p i 1� p o 20 FEET $ M TH. MARY HF N / PNOJOESICI NO: 091023 E0 RY: S. ER5 PNOJLo CHEN 041E: O RWV S. SOERS cnc HATT: //25/2012 5:53,52 PM DRAWN BY: REVISION RESPTISX _ NO DATE BY OII - - �0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD SNEET N0. H.04 cnO No xncX\lE\zooa\oalozo\ceo\PL:.\oaloz3_Nw.ax -7 v IOWA CITY, IOWA ROW LAYOUT /o h / Iq> m / I+ / I «06.80 +11.81 / 102.88 / KIRKWOOD IMMUNITY COLLEGE O+ / ON Cl + N / N +11.17 69.00 - /9ERMANENT UTILITY PERMANENT UTILITY EASEMENT EASEMENT / +55.00 +65.00 +50.00 C 42.00' 42.00' +N Y.tI +68.09 33.34' 40.00 O *45.09 O 40.13' R/W IU - TEM P. CONST_EASEMFyT +71.05 +87.13 - - 1 40.34' +45.07 PERMANENT 47.00" +68.07 +71.47 47.00' 41 ,c ^.50 CITY OF IOWA CITY FOSTER, ROBERT D �b R/W «74.83 +08.30 q� 49.00 I I I I Im I I� I m I IN +35.00 I m I3 lT KIRKWOOD O COMMUNITY COLLEGE O I I KIRKWOOD + I OI COMMUNITY COLLEGE +04.26 F G- +71.05 N 69.00' - _ _ _ TEMP. CONST. EASEMENT - - PERMANENT UTILITY EASEMENT +71.47 +45.00 _ 69.00 ,c ^.50 R/W «74.83 +08.30 q� 49.00 I I I I Im I I� I m I IN +35.00 I m I3 lT +40.00 I 20' PERMANENT STORM I SEWER EASEMENT Z I I KIRKWOOD N I OI COMMUNITY COLLEGE +04.26 F G- O EASEMENT M- Nn I PERMANENT EASEMENT +23.86 I +65.00 52.0 52.00 +02.72 52.00 33.67 CAO CAD FILE: %:\CN\IE\2009\091023\CAD\Plana\09IC23_HDS.gM LOWER MUSCATINE ROAD +67.29 - - 40.00 3q•�Q� +67.30 qti 7.00' 47.00' SHULTZ, ELLIS RODNEY 0 SHULTZ JAY D O +35.00 «04.27 +40.00 40.00' 40.00 Z N 10.00 +04.26 F G- 58.50 0 SHULTZ JAY D O +35.00 O 78.00' 7 � Z N PERMANENT UTILITY ---ITT EASEMENT R R/W/W - 69.27 a 40.00' +34.27 40.00' I WONG, YING KIRKWOOD COMMUNITY COI +49.38 O 78.00' O 1� TEMP. CONST. EASEMENT a R/W R/W V � cn c_7 PERMANENT UTILITY •• EASEMENT ' RARICK. NORMA J I EASEMENT - ✓Ci _ _ - _ WAINWRIGHT. ANDREA P 0 20 F� PROJECT N0: 091023 DESIGNED BY: S. SOVERS s 7 � Z STP-U-3715�654�--70-52 i PRWECT DATE: CHECKED BY: S. SOVERS GATE: 7/25/2012 5:53:52 PM DRAWN BY: M- Foth N FROM KIRKWOOD AVENUE TO 1ST AVENUE R O CAO CAD FILE: %:\CN\IE\2009\091023\CAD\Plana\09IC23_HDS.gM UL IOWA CITY, IOWA O ROW LAYOUT a R/W R/W V � cn c_7 PERMANENT UTILITY •• EASEMENT ' RARICK. NORMA J I EASEMENT - ✓Ci _ _ - _ WAINWRIGHT. ANDREA P 0 20 F� PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715�654�--70-52 SHEET N0. PRWECT DATE: CHECKED BY: S. SOVERS GATE: 7/25/2012 5:53:52 PM DRAWN BY: Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD H.05 CAO CAD FILE: %:\CN\IE\2009\091023\CAD\Plana\09IC23_HDS.gM _ IOWA CITY, IOWA ROW LAYOUT ORAL -B LABORATORIES +99.22 O O O O 78.25' O O O O f t } + O' 064.0 O N +33.94 X98.99 ;;0- +64.00' f") � � -/1-6-0.010 64.00' 33.77 .77+98.63 000' PERMANENT UTILITY PERMANENT UTILITY - - PERMAMENT UTILITY EASEMENT EASEMENT PERMANENT UTILITY 42.0 EASEMENT _ _ _ TEMP_CONST. EASEMENT EASEMENT _ _ +75.00 +l .00 +20.00 - - - . - - - - - - - - X90.00- - + - - +90. 42.00' 42.00 *10. 0 0. 0 +10.00 0.00 +80.00 PEFMAMENT UTILITY 42, 42.00 42.00 42.00' 42.00' _ 42.00' 42.00 42.00 t' /W EASEMENT R/Y PROPOSED R/W R/Y R/Y R/W R/Y R/W R/W R/ R/ R/W R/W +10.00 +10.00 + 0. 0 + +10.00 *90.00 +00.00 .80.00 +90.00 +98.55 37.00' 0 37.00 00.0000 37.00' 37.00' 37.00' 37.00' 3 37.00 37.00 R/W 15.0 � I 40.00 R/W _TEMP. CONST. EASEMENT 5.00 60.00' R/W LOWER MUSCATINE ROAD R/W - I*61.17---- 42.00 - - - +6I.20 60.00' FA V R/W R Fot h 55.00 STP-w3715�854�-70.52 LOWER MUSCATINE ROAD ROW LAYOUT 37.00''--i +28.00 O 37.00' n O/ -moi- . M fh +52.00 -PERMANENT UTILITY 54.00' +9 46 EASEMENT - - -60.00= V R/W R Fot h 55.00 STP-w3715�854�-70.52 LOWER MUSCATINE ROAD ROW LAYOUT 37.00''--i +28.00 37.00' n V7 -I Ci -moi- . - - R/W -- R/W R/ R/W +69. 7 - - - - - - - - - - - - - - - - - - --- -50- . - - 42.00' 78.50 46.00 I - +69.17 65.00' CORE SYCAMORE TOWN CENTER T LLC 0 20 F� PROJECT N0, 091023 CE51GIE0 BY: S. SOVERS PROJECT Dere, CNECREO BY: S. SOVERS CAD DATE. 7/25/2012 5.53:53 PM DRAWN BY: CAO FILE. N.\CIV\iE\2009\091023\CAO\PInY\091023_HO6.YSt NO DALE BY REVISION DESCAIPiIgI Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-w3715�854�-70.52 LOWER MUSCATINE ROAD ROW LAYOUT SHEET �' H�06• /«97.25 93.12' +16 71 04.29 WEST DES MOINES 00 / / 88.02' 90.52' STATE BANK O +4 ' 0 +79. 7 O r g� 61.28' + +6 40 / 75.00 +84.30 + q, l +53.68 //{` 50.00' 4 0 - 50.00' - - 50.00 R/W R/W +48.72 83.20' / R/w R/M R/M +60.78 «g5.39 37.00' 36.99 R/W R/W \ +58.57 «81.27 \ 11.92 234.36' 8 \ / 232.45' 45' / \ +4e.7e / 61 49.4 218. 9� r, Or,, S7Q,Afr ®R Cl seATEN7 BEGLEY COMPANY a•� / / pBRIAN & PIPER ENTERPRISES p$/ / 0 0 I/ \ O n 7.74 //CD 7/l +16.858 ' \ O, «8 T,.T 76.73' 91.48 / / +54.72 \ 66.62' / / 60.81 +04.27 \ 7.39 42.3 +85. +750.00' / / / +03.66 50.00 / 40.93 5501 \ \ TEMP. CONST. EASEMENT - - - / 5 01 \ I y R/W RIM .77.63 «99.13 « 7, 37.00' 37.00' 3 .00 LOWER MUSCATINE ROAD R/W TEM. CONST. EASEMENT +53.00 +83.00 - - - - - - - - - - - - - - - - - - - PROPOSED R/W 83.00 36.00' _ _ _ 36.00 37.96' 53.00 46.00' 46.0 _---__ _ ___- +83.00 65.00' R/W ATE CORPORATION - --_-_ DR/W-7 R/W W 84. ' \ 37 0' .y. R/W / '�� R/W3 CORE SYCAMORE TOWN CENTER T LLC / \ / .89.95 /79. 151.35' / 17 140.92' / .72.2'6 0- 82.99 158- 158. 3 / O FEET � •63.31 178.86' / .77.69 \ / 192.77 PROJECT W� 091023 DESIGNED BY, S. NyERs NO DATE BY KVISION OEWRIPTIDN STP -U-3715(654)-70-52 SHEET �' PWJECT DATE. cHEcxso en S. savERs _ �0�� LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE. 7/25/2012 55354 PM DRAWx erg --A FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD H 07 CAD PILE, %AMME\2009\091023\CA0\ 1.\09102]JiOLMt -- IOWA CITY, IOWA ROW LAYOUT +00.40 53.34' +96.80 —14=.1 / W / 2 w 3.60 +60.76 76.16 75.03 / /PI4 sn n 3 GAMBLE HAIR CARE 2 O I RFI S PROPERTIES LL v O v O N v 61.00 55.00' sFo I +61.00 36.00' -- — — —R/w R/W LOWER MUSCATINE ROAD R/W TEMP. CONST. EASEMENT BJS ENTERPRISES LC ®wTH IV LC O O + +75.00 U) v v 60.00' lw +20.00 60.00' ______ PEFMA f UTILITY +20.00 EASEM +75.00 ]\\\-45.00' +85.00 +05.00 38.00' – 38.00' +90.00 _ +00.00 38.00 38.00 R/w R/W +95.00 +05.00 +gp,pp +00.00 33.00' 33.00' 33.00 33.00' R/W w /W NE u PROCTOR & GAMBLE HAIR CARE LLC O O v v UTILITY CITY OF IOWA CITY v:z / 611.6 - F� / 162.95' PROJECT N0: 090123 OESHAE0 BY: S. SOWERS NO BATE BY REYISIM CESCRIPTIm LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET W. PROJECT DATE: CHECKED BY. S. SOWERS Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD CAO DATE: 7/25/2012 5.53,55 PM ORA" BY: H.08 CAO FILE: %:\CR\IE\2009\091023\CAD\Plam\091023A08..ht IOWA CITY, IOWA ROW LAYOUT \ 983.65 *67.36 315.81' 315.72' \ TEMP. CONST. EASEMENT +67.34 \ — — — — — — — — — — 302.68 *37.34 302.58' \ / / 37.32 \ /288.58' / _ — — _ _ _ — — — — _ - \ / N ..71 / \ -96.81 / 203.14 -41.81 '-46 203.07 / \ W / z / \ / \ z / �1P z / \ O / 33.27 w •kms 158.21' \ a \ � Y \ z / \ < V 45' PERMANEN ACCESS EASE T f \ MIDAMERICAN ENERGY KIRK WOOD COMMUNITY COLLEGE MARTIN, RYAN A ROURKE, HESTER F I \ O O O O O O O + + + + \ + + + 'D .+ \ N N N \ +95.87 47.00' H0.87 \ 46.99 I \ I R/W / \ R/W R/W RAD R/�ii.-�~ R R/W -- Raw - - - R/w. PROJECT N0: 091M DESIGNED BY: S. SOVERS N0 WTE BY REYISIM DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715�654�--70-52 BEET W. PROJECT pATE� DRAWN S BY: S. SOVFAS CAD DATE. ]]CRNlEV s PM DRAWN BY: Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD H.09 CAD\P CAD Plu:, R:\CR\IE\2009\091023\CM\Plam\09I023J109.fht IOWA CITY, IOWA ROW LAYOUT I a08.5� 9 8.09' 88. 41 1 / 951.09' I I / / I I / I i� 20' PERMANENT STORM SEVER EASEMENT +86.65 307.99 *75.75 / 307.85 � / I +07.75 _LMP. — — TE 1� EASENttNT / I / I I TEMP- CONST. EASEMENT _ _ _ _ _ _ _ _ _ _ _ / I 64.22 / �., 249.65' .74,60 — KIRKWOOD ENTRANCE I I +08.67 / I _ 202.78' *73.68 I I y I i GE KIRKWO00KIRKW000 � KIRKW000 COMMUNITY COLLEGE / ROMMUNIT� I KIRKW000 O O O COMMUNITY COLLEGE OI COMMUNITY COLLEGE O O O / O O O O O + + I + +1 + + NIN Q— ----- ------------ —------- — — — — — — — / —• I R/W R/W R/W fl/Y R R/W R/N fl/N /W — /Y R/W W / R/W R/N PROJECT NO: 091023 DESTCdlED BY: S.SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 BADE T NO. PROJECT GATE: ceo DATE: T/zs/zoa CHECKED BY: S. SOVERS 5:53:56 PM oRAWx Br: �0�� FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD H 10 CAO FILE: K:\CR\IE\2009\091023\DAD\Pla: \O9ID23_HID.aAl V IOWA CITY, IOWA ROW LAYOUT O O NERAD. VERNON W Q BFLL. CHESTER W a Oz 7aB ORI ❑ & LORI A 0 0 SCHINH M N M N 0® @ECKEft. LINDA L I ®sRIW o I R/W o toi O R/W R/W R/W O 0 TVTJ O 3 N — — San. — — _ _N San. _ — —o1�cv WHU _ —DaRW WHU _ — 5� San. — — — — WtlIL oslw — r _J L— i - R/W 0 —II I �REMO✓E I RUBS (TYP.) 0 I Ip ° o0 I/W U R/W 0 STA. I+8t.911(4MR) ---- _----------- __----------- __ `_____ San. — o smi WHUl D O.JYHU — — — San. O ID 4 R/W �R/w R/ R/ w V--� � I \ � I \ I \ © ® RIM c31 \ \ \ HENRY. BRADFORD V MOEHLMANN BENJAMIN J S0TFL0-HENRY. RITA & KIMBERLY A ©q STA. 70+25.95 (FRANKLIN) AGUILAR, MANUEL I \ y0 \ \ ® & MARY C s V P © ® l a 3 1© o GRADER. DONALD E I a I N \ 7 & OELORES J PETERSON, CONSTANCE E S' FIXSEN. MICKEY B & JEANINE I I cv q I ti ml 1 STA. 3+32 31' LT 5 STA. 2+95 - 28+39 �I v REMOVE 105' OF GUARD RAIL 0 REMOVE 2.655 OF 6 WATERMAIN ® \ { of (LOWER MUSCATINE ROAD) z W STA. 3+88. 32' LT N 0 REMOVE WATER VALVE rc ti © REMOVE 0018E OFN 60 WATERMAIN \ 0 REMOVE WATER R VALV 1 O SANITARY+60SEWERL MANHOLE AND 12' 0��I 2��I0 REMOVE+ 66' OF GUARD RAIL REMOVE EEEEEETTT OF SANITARY PIPE F� O STA. 3+76 5' RT --o T B SANITARY SEW R MANHOLE I AND 12' OF SANITARY PIPE V11- REMOVE PROJECT NO: 091023 DESHAED BY: 5. SOVER6 NO DATE BY REVISION DESCRIPTION STP -U-3715(654)-70.52 SHEET W. PRO.IECT DATE: CHECKED BY: s SOVERS Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 7/25/2012 5:56:13 PM DRAWN 3Y: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD x.01 CAD FILE: X:\CR\@\2009\091023\OAU\Plena\091023_IOI.iht IOWA CITY, IOWA REMOVAL PLAN a I I I I I I 'I O O NERAD. VERNON W Q BFLL. CHESTER W a Oz 7aB ORI ❑ & LORI A 0 0 SCHINH M N M N 0® @ECKEft. LINDA L I ®sRIW o I R/W o toi O R/W R/W R/W O 0 TVTJ O 3 N — — San. — — _ _N San. _ — —o1�cv WHU _ —DaRW WHU _ — 5� San. — — — — WtlIL oslw — r _J L— i - R/W 0 —II I �REMO✓E I RUBS (TYP.) 0 I Ip ° o0 I/W U R/W 0 STA. I+8t.911(4MR) ---- _----------- __----------- __ `_____ San. — o smi WHUl D O.JYHU — — — San. O ID 4 R/W �R/w R/ R/ w V--� � I \ � I \ I \ © ® RIM c31 \ \ \ HENRY. BRADFORD V MOEHLMANN BENJAMIN J S0TFL0-HENRY. RITA & KIMBERLY A ©q STA. 70+25.95 (FRANKLIN) AGUILAR, MANUEL I \ y0 \ \ ® & MARY C s V P © ® l a 3 1© o GRADER. DONALD E I a I N \ 7 & OELORES J PETERSON, CONSTANCE E S' FIXSEN. MICKEY B & JEANINE I I cv q I ti ml 1 STA. 3+32 31' LT 5 STA. 2+95 - 28+39 �I v REMOVE 105' OF GUARD RAIL 0 REMOVE 2.655 OF 6 WATERMAIN ® \ { of (LOWER MUSCATINE ROAD) z W STA. 3+88. 32' LT N 0 REMOVE WATER VALVE rc ti © REMOVE 0018E OFN 60 WATERMAIN \ 0 REMOVE WATER R VALV 1 O SANITARY+60SEWERL MANHOLE AND 12' 0��I 2��I0 REMOVE+ 66' OF GUARD RAIL REMOVE EEEEEETTT OF SANITARY PIPE F� O STA. 3+76 5' RT --o T B SANITARY SEW R MANHOLE I AND 12' OF SANITARY PIPE V11- REMOVE PROJECT NO: 091023 DESHAED BY: 5. SOVER6 NO DATE BY REVISION DESCRIPTION STP -U-3715(654)-70.52 SHEET W. PRO.IECT DATE: CHECKED BY: s SOVERS Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 7/25/2012 5:56:13 PM DRAWN 3Y: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD x.01 CAD FILE: X:\CR\@\2009\091023\OAU\Plena\091023_IOI.iht IOWA CITY, IOWA REMOVAL PLAN i O8 13 Iq 0 O SIN - 4HF HOUSING D(„ GROUP LLC .1 MATCHLINE (SEE BELOW) MAJOR CHRISTOPHER L FOE AKER. THOMAS J WILLIAMS. FRANK & AMY JO 0 0 �1 0 0 O+ / 0 lil ED I I co D �• ] `II �• — — — Cl 1 II REM V 6„f AE I �EMOV --- TREE (TYP I ® — REMOVE 8 (TYP. — —f -�� fa d — + L. -- _---- r—* — — — — — — — --- REMOVE 6' OF EXISTING (F", 11 £7 RETAINING WALL WHU E 2 £ WHU 7 �£ W – — – — – — – — – — – — – — W _ — – W – _ + O WHU m O WHU R/W B ®R/W O WHU % /w R R/W S T0+97.21 \ I STA.(ASH) \ \° KRON RONALD R — yb © ® \ \ & LINDA SUE BDSS. OARYL DEAN LAUTNER, CHAD CROY. SUSAN MARIE BLOUNT. ERICA M \ -�.-Y O \ \\ FIELD. HOWARD M 0 & OARLENE J FEET 20 � \ ' \ 4 MAXE STEPHEN A \ \ & ESTHER S ,y \ v © A. 6«57 63' LT .'STA. 24 X24 2 6+54. 14' RT 24” X 12' RCP \ \ 0 20 FEET 4 REMOVE REMOVE — I \\ \ / /WHU \\ 3 I \ \ \\ weu O2 STA. 6+54 18' LT STORM SEWER INT AK © REMOVE STA. 6+54 20' RT STORM SEWE MANHOLE REMOVE -'9 -� REMOVE STORM SEWER ----- _ - - - _ _ _ _ \ T^ --- \ \ +55 6' T STA. 6+55. s{ \ \\\ 24" X 2�6' RC'— © STA. +22 20' RT m - _ _ ___ . B yb REMOVE ,' 10 100 VCP m_____----�--------- ________ � \ \ STA. 6+55 8' RT IF E APPEARS TO BE ABANDONED. RIFY PRIOR TO REMOVAL) m REMOVE EXISTING TREES AND SHRUBS 4 ® STORM, EWER INTAKE o AS NECESSARY TO REMOVE EXISTING \ REM/VE m I AND TO INSTALL PROPOSED STORM SEWERS \ \ \ STA. 7+73 2T LT MOVE HYDRANT \ \ HE �y So, \ / w"u ® STA. 7+79 _20' RT \ \ \ 24 % 610' RCP \ °. REMOVE \ 8+20 (ASH STREET) \ \ \ STA. i \ ry b REMOVE 102' OF 6' WATERMAIN STA. 6+67 64' LT o WHU ►\\ Sm� IO \ - STORM S MANHOLE STA. 8+07, 12' RT REMOVE \ \1D \ SANITARY SEWER MANHOLE J ¢5 ' \ \ AND I6' OF SANITARY PIPE i REMOVE ]) T - 7+12 330' L \ \r \ 2EM X 172 RCP s \ y \ � \ 's PROJECT N0: 091023 RESIGNER BR 5. SOVERR NB GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715�854)-70.52 PROJECT GATE: CHECKER BY: 5. 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EMOVE BY OTHERS) STAY 24+34, 46' LT ORM SEWER INT E PEDESTRIAN BOLLARD LIGHT — .�' 1(REMOVE OTHERS)2jo.oF246E4-1 1 , 5+49 13' FIT S2 40'1 LT VE FE w♦♦ SEWER INTAKE I(REMOVE CoffAT BY I 'i ♦!\ • © ` .. 19' RT (REMOVE BY OTHERS) .� ♦7 mac♦♦♦♦♦.< v . 1♦t�� ►��I ��♦♦♦��A♦!♦♦♦♦� �_ ��� I - . ® III ,T'I-VLCT i�, FE (REMOVEI • a 20ST •(REMOVE . I DECORATIVE BY OTHERS) �•` \ '`�� PROJECT NO: 091023 DESIGNEO BY: S. BOYERS LOWER MUSCATINE ROAD IMPROV MENTS STP-U-3715(654)--70-52 FF • • • . • "' OWVALPLAN 1 ' ��� I ORAL -8 LABORATORIES — O O O O O « + cr O N N / M M M REMOVE SHRUB (TYP.) / E} d i7 Q O -=----------------------------------------°J / r -I r - I r — I R/W R/W R/W R/W R/W R/N R/WO— r – I R/W R/W [% yl W -- — R/W /u R/W R/W R/w O 0S 0 5 — — — — — — — — — — — — REMOVE TREE (TYP.) FOR SIGNAL NG SHEETS TRAFFIC _ °--� / SIGNAL REMOVALS ` — _ — - / 0 sd d 3 CORE SYCAMORE TOWN CENTER T LLC c � N S. \ SII E7 i STA. 33+86. 21' LT STORM SEWER INTAKE REMOVE St.S. O STA. 33+86, 49' LT St•s. REMOVE LANDSCAPING O STA. 34+ T IS X 312' RCP ,d REMOVE ® STA. 33+75, 31' RT \ St S 5�5 f7 STORM SEWER INTAKE REMOVE O STA. 34+09, 50' RT 4X 69' RCP ¢/ REMOVE 0 za I I FEET I I / PROJECT N0: 091023 DE51GNE0 BY: 5. SOVERS NO GATE BY REVISION DESCRIPTION Fot STP -U-3715(654)-70.52 SHEET N0. 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SOVER3 No GATE ar REvlslory OEscRIPnoR LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715�654)--10-52 sNEET NO. CAD DAT wrE: CHECKED RY: S. SOVER9 Foth LOWER MUSCATINE ROAD CAD DATE: r/zsrzoa 5:56a9 Pn DRAWN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE ' 07 CAO FRET K:\CR\IE\2009\091023\CAD\Plana\091023-IW.at IOWA CITY, IOWA REMOVAL PLAN I© w►71 e 26 FELS PROOPPERTIFSLLL O ;TA. 185+54.37 (IST)o N IV —REMOVE SHRIil (TYP.) I �1 I � II17� I 0 LIBERTY GROWTH IV LC \S O O cl)qw R v \ 31 �b / c*- 1— San. — - - %r♦��� L 4� a - o = o R/N b k STA. 46+31.04 (LMR)J - o4 0 8 0 PROCTOR & GAMBLE HAIR CARE LLC 0 / O Rfir 4p + Ja v v L 4� a - o = o R/N b k STA. 46+31.04 (LMR)J - o4 0 8 • / Rfir 4p + Ja o O + `q�/ o� / \ £7 r.7 SH ING T EMOVA = — --- ----------- ------------ _`T B15ES LQ•—»—« •—s—u—k--s— ,�.–�-3 N o_ p 20- r & _ 1 BJS ENTERPRISES LC CITY OF IOWA CITY S A 183+3530 (IST) © STA. 41+12, 30' LT d EXISTING 6"1 WATERMAIN STORM SEWER MANHOLE ABANDON 300 LF IN PLACE REMOVE MATCHLINE (SEE LEFT) \ ° Qq STA. 41+I8. 51' LT \ IB" X 58' RCP 'y iw� REMOVE l� STA. 41+43 23'REMOVE 15' % 6— RCP REMOVE ` 1 p \p \ STA. 40+91 77' RT 11 O STA. 41+75, 15' LT STORM SEWER INTAKE \ 12 X12 4 S \ REMOVE REMOVE \ STA. 41+76 27' LT \ / 1 O STA. 41+16, 71' RT 12 %12 % ICP— STORM SEWER INTAKE REMOVE REMOVE }.� IIA X42 0p 'CLAY 19 81' FIT REMOVE 1 STA% 25+� REMOVE 14 STA 41+70, 15' RT Q5 STA. 41++ 41 RT STORM SEWER INTAKE REMOVE 12 X 55' RCP REMOVE STA. 41+28. 155' RT / \ ' MATCHLINE (SEE RIGHT) REMOVE HYDRANT \ © STA. 41+13, 14' RTSTA. 42+53. 33' RT \ \ STORM SEWER MANHOLE 16 REMOVE HYDRANT \ o" STA 181+34. 27' LT REMOVE \ 18 REMOVE 102' OF GUARD RAIL STA. 44+18. 81' RT TT OQk`g` \ STA. 41+13 8' LT O7 Q 120' OF DECORATIVE FENCE 12 X 4-_ 4 RCJ P (REMOVE BY OTHERS) \ REMOVE PROJECT 0: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET N0. PROJECT DATE: CHECNED BY: DRAWN BY, S. SOVERS Foth FROM KIRKW000 AVENUE UE TO AVENUE LOWER MUSCATINE ROAD LU8 Tnsn0lz s:saa0 PN ce0 DATE: REMOVAL PIAN CAD FILE: %:\CR\IE\2009\091023\CAD\Plms\091023-IDB.sM1t IOWA CITY, IOWA I / / o I x 1� I / EXISTING 4"0 RCP STORM SEWER ABANDON 10 LF IN PLACE I 5 s r o SYCAMORE[ TREET 2 nLLL L Li / a STA. 130+09, 19' RT STORM SEWER INTAKE REMOVE Qq S + 24' LT 10 Z - ®° X RCP REMOV 0 STA. 130+10. O' RT 18 X 33' RCP „� N W REMOVE W O STA. 1 8+32 28' RT N zU 00 o I O 24 X 55 RCP FEET o + ❑ '� _ + STA. 130*ll. 19' LT + REMOVE O /(J I__ I '� O 0 STORM SEWER INTAKE O p O =" a - Q O O REMOVE > m ^7 s 'a STA. 125+43. 26' RT © STA. 125+42, 18' LT -f— Lo STORM SEWER MANHOLE STORM SEWER INTAKE' e= REMOVE REMOVE Z{, STA. 125+42. 23' RT 0 22' LT , - Q 24 6' RCP % 1 ] O STA. 125+4i -- REMOVE 24 X 6' RCP _ - STA 125*42 19' RT REMOVE o za FEET \ O STORMSTORM SEWER I� REMOVE Q STA. 125+40. 25' LT STORM SEWER INTAKE W 14 RT REMOVE 24A %133+ R P REMOVE 6 yLL� O � ] TT F 6 M/tl n/a M/a M/a M/H M/a 7 3 W 0 0 — 0 _------ .--- __ -----' ________ --- '-- ______________ _______ __.--- SYCAMORE STREET 1 — - — - - — - — - 0 9yry o 0 11 — s zs — - — - — - — - — - — - — - —'s'ss — - — m- — + OSTA. 125+32, 18' LT 15 STA 125+61 - 132+77 O 18" X 12' HDPE REMOVE 750' OF 6" WATERMAIN o REMOVE (SYCAMORE STREET) O14 STA. 125+58, 48' RT 16 STA. 146+71 - 151+50 O REMOVE 490 OF 6' WATERMAIN REMOVE HYDRANT (DEFOREST AVENUE) a PROJECT ND: 091023 OESI61E0 BY: S. SOVERS NO GATE BY REVISION WMIDWION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET W. PROJECT DATE: CHECI(EO BY: S. savERs Foth FROM KIRKWOOD AVENUE TO IS AVENUE LOWER MUSCATINE ROAD ceo DATE: //zsnolz sss¢z PN DRAWN BY: REMOVAL PLAN CAD FILE: %:\CR\IE\2009\091023\CAD\Plana\091023_110.alrt IOWA CITY. IOWA TRAFFIC CONTROL PLAN IDB -23 TRAFFIC CONTROL PLAN loe-23 The Contractor shall employ sound practices of safety and traffic control. These methods and practices shall Include, but not be 15. The location for storage of equipment by the Contractor during limited to, the following: nonworking hours shall be as approved by the engineer, and the Contractor shall provide a written agreement with the property I. The Contractor shall coordinate traffic control with other owner. projects In the area 16. Contractor shall Install Type III Barricades with "Sidewalk 2. Traffic control on this project shall be In accordance with Closed" for all sidewalk closures on an as needed basis. specific layouts shown on these plans. Traffic control devices, procedures, and layouts shall be as per current Part VI of the - Project Engineer: Manual on Uniform Traffic Control Devices (MUTCOI. Jason Havel, P.E. (319)356.5410 (office) City of Iowa City (319)356.5007 (fax) 3. All traffic control devices shall be Furnished, erected, 410 E. Washington Street jason-havel0lowa-city.org maintained and removed by the contractor. Iowa City, Iowa 52240 4, All traffic control signs shall be placed at a minimum of 2 Feet clear of the back of curb or outside edge of shoulder where possible. 5. Portable mountings for warning signs may be used for temporary Installations of 3 days or less. 6. "Road Closed" and "Road Closed to Thru Traffic" signs to be mounted above top rail of Type 111 barricades so as not to obscure the diagonal panels. 7. The proposed signing may be modified to meet field conditions, prevent obstructions and to accommodate construction scheduling upon approval of the Project Engineer. _ B. Orange safety fence shall be placed entirely across the traveled portion of the roadway at all locations where Type 111 Barricades with "Road Closed" signs are used. -- 9. Alf Type III Barricades shall have Type 'A' low Intensity flashing warning lights. The back side of the Type III Barricades shall be �.'i'� reflectorized by a minimum of six yellow reflectors, one at each - end of each rail, or at least one rail on each barricade shall have reflectorized stripes properly sloped at each end. At full closure locations. Contractor shall provide enough Type III Barricades to completely cross the road. 10. Long term or permanent traffic control signs that confl lot with specific layouts shown on these plans are to be covered as directed by the project engineer. 11. Sign washing shall be considered Incidental to traffic control and required as directed by the project engineer. 12. All construction signs shall be Diamond Grade Fluorescent Orange or White V.I.P. Sheeting or equivalent. (Iowa DOT Type V11 Sheeting) 13. The Contractor shall contact the City of lova City to remove all permanent street signs conflicting with proposed Improvements. The Contractor shall remove all other signs as determined by the engineer and they shall remain the property of the respective owners. This work shall be considered Incidental to other work. 14. At the time of Initial setup or at the time of major stage changes, 100 percent of each type of device (signs, cones. tubular markers, drums, barricades, vertical panels, changeable message signs, and pavement markings) shall be classified as acceptable by the requirements of the American Traffic Safety Services Association (ATSSA), "Quality Standard for Work Zone Traffic Control Devices - 1992." Throughout the duration of the project, unacceptable devices or situations that are found on the job site as determined by before mentioned publication shall be replaced or the situation corrected within 12 hours of Initial notification by the project engineer. CLT W. 091023 DESIGNED By. S. SOVERs i�CT DATE. CHECKED By: S. SOVERS MO DATE By REVISION DESCRIPTION _ Foth LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD /1 NATE: 2)/2012 8,35,05 AM DRAIN By: - — - FROM KIRKWOOD AVENUE TO 1ST AVENUE J.01 [LE, xncR�IENzoov�wl023�CAo\Pl.,\o91o23-JOI.,he --- — IOWA cm, IOWA TRAFFIC CONTROL PLAN & STAGING NOTES STAGING NOTES It Is not the Intent to tontine the Contractor s activities to the areas of suggested stages alone. It Is understood that some of the various stages may occur simultaneously and/or In a different order. The Contractor may conduct several operations concurrently, provided that traffic and access Is melntalned and that these operations do not conflict with the staging Indicated herein. It Is recognized that as the various activities related to :onstructlon progress, certain situations may arise which will )reclude adhering to the original construction sequence or which would readily lend themselves to more efficient staging operations. Should the Contractor desire to deviate from the original plan, a written alternative plan shall be submitted to the Project Engineer For approval a minimum of one (1) week prior to the proposed changes. )ordinate with all public and private projects In the area at all Imes. The following Is a list of known lova City projects: 1.) Sycamore Street and U.S. Highway 6 Intersection Improvements. 2.) Ist Avenue Railroad Underpass Project. 3.) Mall First Addition - Lot 1. rdlnate with the City of Iowa City a minimum of two weeks prior changes in the proposed traffic patterns. Contractor to notify Idents with direct access to Lower Muscatine Road about the nges In traffic patterns throughout construction. ie Contractor will have access to the project site from Kirkwood +enue, Lower Muscatine Road, and First Ave. throughout construct )ntractor shall maintain temporary granular surface to properties Ith direct access to Lower Muscatine Road at all times. ntractor shall be allowed to stage material along Lover Ine Road, as long as the material does not Impede traffic or an unsafe situation. lowing Is a Ilst of utilities known to have Impacts by this *This Ilst Is to assist the contractor with an understanding I existing utilities and may not necessarily be a complete 11st MldAmerlcdn Energy - Electric: MldAmnerlcan energy Is In the process of relocating the existing overhead electric to a new underground system. Coordinate construction schedules with MldAmerlcan Energy relocation efforts. MldAmerican Energy - Gas: MldAmerIcan energy Is In the process of relocating the existing underground gas facilities to new locations. Coordinate construction schedules with MldAmerlcan Energy relocation efforts. Century Link Communications: Coordinate with Century Link Communications on relocation efforts. Verify location of existing cable with proposed Improvements and establish action plan. City of lova City Water Department: Various water facll ltles are located throughout the project limits, care shall be taken when operations are near the facilities that are active and/or will rem In In place. The Contractor shall coordinate all activities that Impact any Ilye facilities with the City of Iowa City Water Department. ANCED PROJECT NOTIFICATION: Ire Contractor shall fabricate and Install two (2) advance project notification signs. Both signs shall be placed along Lower Muscatine Road to alert the public of the upcoming road closures. The Location of the notification signs shall be coordinated/approved by the Project Engineer. STAGING NOTES m�31 )o not drive on the proposed pavement with construction traffic greater than the legal load limits. The Contractor Is strongly encouraged to review the soils report :ontalned In the project plans to become famlllar with the varying soil conditions contained on this project. Install Advance Notification of street closure signs a minimum of 7 Jays prior to closing road. :ontractor shall maintain two direction traffic on First Ave.. 4all Drive, and Phase 2 Lower Muscatine Limits for the duration Df the project. :ontractor shall coordinate private property Improvements on Xarcel #34 (McOonalds) with the property owner. In order to reduce the Impact to the existing parking, only two bays (Approximately 10 parking spaces) may be under construction at a time. 2destrtan access within the project corridor shall be ma lntalned t all times for the duration of the project. This may require ie of the Lower Muscatine Road existing sidewalks to remain In place )ring Phase I construction until the proposed sidewalk (opposite Ide of the roadway) Is installed and opened to pedestrian traffic. II pedestrian accesses ma lntained thru construction areas shall be i a paved surface (existing or proposed) and protected by )nstruction safety fencing. .or to coordinate with garbage collection agency to m intaln collection throughout the duration of the project. The typical water ma In disinfection and hydrostatic testing procedure (as outlined In the special provisions for water distribution systems :ommence Monday -Wednesday and shall be completed within a 4 -day window. If the testing schedule as outlined above causes excessive Jelays in project progress, testing may commence Thursday or Friday with approval of the Project Engineer. project Is divided Into 3 Phases. Phase 1 Is located from 1+85 To Sta 20+12. Phase 2 Is from Sta 20+12 To Sta 46+31. e 3 Includes areas outside the Lower Muscatine Road corridor do not have a direct Impact to Lover Muscatine Road traffic. Ic shall be malntalned In both directions on Lower Muscatine during all Phase 2 construction activities. lorlty #1 - Sycamore Street & Lover Muscatine Road Intersection en to traffic by August I, 2013. a.I Lower Muscatine Road & Sycamore Street (Intersection Imp. I. b.) MldAmerican Energy & Kirkwood (Access drives and Parking lots c.) Sycamore Street (Street and oil I lty work I. lorlty #2 - Lover Muscatine Road (Mall Drive to Ist Avenue) open to afflc by November I, 2013. a.) Mall Drive and Ist Avenue (intersection improvements Including traffic signals). b.) Lower Muscatine Road (Full -build street and utility work). lorlty #3 - Lower Muscatine Road (Phase )-Stage I & Stage 2) an to traffic by December 20, 2013. a.) Contractor may complete stages concurrently while maintaining property access. I.) At the Contractors Option, the Phase I utility work for both Stages I and 2 my be completed concurrently (Maintain property access on existing pavements and granular trench backfill, as necessary). c.) At the Contractors Option, the Phase I paving work for both Stages 1 and 2 nay be completed concurrently (Maintain property access on granular access roads, as detailed). STAGING NOTES 3l -ea 1. I.1 Contractor will be al loved to work on multiple phases of the )roject concurrently with review and approval by the Project Engineer ?.I City shall make spec lal exception to typical water main testing schedule for this project only as deemed appropriate by the Project nglneer. project is expected to span over portions of the 2012, 2013 and Construction Seasons. The intent is for Lover Muscatine to be tructed in the following sequencing order: 1.) Construct Phase I Stage Storm Sever Outfall - Install storm sever outfall (S-53 thru S-58) & temporary connection to existing storm sever ess to Parcel's #10 & 11 (OM Rentals) shall be maintained all times. 1 Construct Phase 3 -Stage 1 - MldAmerican North Entrance, Tower Entrance and Parking Lot - MldAmer Ican/Kirkwood Entrance & Retaining Wall (Excludes Work within Kirkwood's existing main entrance except for the Installation of storm sewer P-77, S-78 and P-78 which shall occur during a weekend closure (coordinate temporary entrance closure with property owner). ss to MldAmerican Energy and Kirkwood College (except for end closure) shall be ma lntained at all times. The ractor will be required to stage the Improvements within Kirkwood Learning Center parking lot as to m3 lntaln as much Ing as reasonably possible. I Construct Phase I Stages I & 2. I Construct Phase 2 Stages IA thru 3B (Excluding sidewalk Sta. 28+50 to EDP, Parcel #34 Core Sycamore Town Center LLC parking lot and final surface restoration (seeding and sodding)). 1 Construct the remaining portions of Phase 3 -Stage I. 1.) Complete rem ming work within Phase 2 Construction Sidewalk Sta. 28+50 to End of Project lSta. 45+25) Improvements within Parcel #34 Core Sycamore Town Center LLC parking lot. Final surface restoration (Seeding and sodding I. I Construction: )hase 1 - Stage I: Refer to sheet J.04. PI. Traffic: A. Detour Lower Muscatine Road as shown on sheet J.16. Close Lower Muscatine from beginning of project (BOP) to Sta. 12+75. B. Close Franklin Street and Ash Street to through traffic. Provide temporary granular surfacing after pavement Is removed on Franklin Street and Ash Street to provide access for local residents on Lower Muscatine Road from BOP to Sta 12+75. C. Close Ginter Avenue at Pine Street. Pet. Water ma in; Install new water main from BOP to valve located at Sta 13+15 +/-. Pine/Ginter Street crossing outside of the - Stage 1 limits most be done under flagger control to ma lntaln traffic. Switch services to new water main, and remove existing water ma in. +7. Storm Sewer: Install new storm sever from BOP to Stage t limits and make temporary connection to existing storm sewer. Remove existing storm sever as new installation progresses. Install new outfall located at Station 6+60. Install storm structures and pipe on Ginter Avenue. Subdraln: Install subdraln prior to paving. ,. Paving: Complete grading and paving. Minimize dlsruptlon of STAGING NOTESoe-3aee Crary access to residential properties. Co driveway replacement with property owners. eNote: At the Contractor's option, Lover Muscatine Road may be closed from BOP to the end of Phase 1 Stage 2 or Sta. 20+00. Local traff It shall be maintained on the temporary granular surfacing as detailed on sheets J.04 (Phase I Stage I) and J.05 (Phase I Stage 2). *eNote: At the Contractor's option, the construction of Phase I stage 2 water main and storm sewer may occur during this stag- With Phase 1 Stage 2 of Lover Muscatine Road open to local traffic water main and storm sewer Installation shall be staged as to maintain traffic at all times. Granular trench backfill shall be extended to the existing roadway surface for all roadway crossings. ***Note: At the Contractor's option, the Phase I Stage 2 paving may occur during this stage. Property access shall be maintalned at all times on the granular access roads, as detailed. 1 - Stage 2: Refer to sheet J.05. ote: Phase 1 - Stage 1 most be complete to the level of maintaining nfmpeded traffic through Phase 1 - Stage I limits, and full ompletlon of the Pine St. north Intersection most be attained before he project may progress Into Phase 1 - Stage 2. . Traff lc: o A. Detour Lower Muscat lne Road as shown A sheet i;. 6. Close Lower Muscatine from Sta 12+75 to Sta`2Q+80. rn c B. Close Pine Street and Spruce Street to ,'thrpugh-4affic' Provide temporary granular surfacing .after. pavement Is'_T' removed on Pine Street and Spruce Street to provide access for local residents on Lower Muscatine Road from. -m Sta 12+75 to Sta 20+00. C. Close Friendly Avenue at Spruce Street. - - . Water main: Install new water main Sta 13+15 to va We located at approximate Sta 20+25. Maintain access on Spruce Street and Pine Street when Installing new water main. Switch services to new water main and remove existing water main. Storm Sewer: Install new storm sewer from Sta 12+75 to Structure S-19. Remove existing storm sewer as new Installation progresses. Install storm structures and pipe on Spruce Street and Pine Street Maintain temporary access to residents abutting Lower Muscatine Road. Subdraln: Install subdraln prior to paving. Paving: Complete grading and paving. Minimize disruption to adjacent residents during construction. Coordinate sidewalk and driveway replacement with property owners. Note limits of paving from Sta 18+45 to Sta 20+12.62 to allow for temporary pavement placement (Phase 2, Stage IB - Refer to sheet J.07). Retaining Wall: Construct retaining wall located at Sta 18+25 to Sta 20+20 RT. 2 Construction: 2- Stage IA: Refer to sheet J.06. 1. Remove existing raised turn Island In NW corner of First Avenue and Lower Muscatine Road. Install pavement patch. 2. Install north 1/2 of storm sewer P-100. Make temporary connection to existing Intake. Plate pipe at centerline of First Avenue. Install pavement patch over pipe trench. Phase 2 - Stage IB: Refer to sheets J.06, J.07 and J.08. I. Refer to sheets J.20 and J.21. Install temporary traffic signals at the Intersections of LMR/First Avenue and LMR/Mall Drive. Position temporary traffic signal heads for head to head traffic on existing southbound lanes of Lower Muscatine Road. 2. Refer to sheets J.07 and J.08. Install temporary pavement markings NO: 091023 DESIGNED BY: S. SOVERS No OATS BY REVISION DESCRIPTION STP -U-3715(654)--70-52 T W. LOWER MUSCATINE ROAD IMPROVEMENTS IPROJECT mAD]DAT DATE, DRAWNCHECKED BY: S. sovERs ce0 DATE: vz�nolz z:3+ds PN DRAWN BY, I I Foth FROM KIRKWOOD AVENUE TO IS AVENUE I LOWER MUSCATINE ROAD I J�02 CAO FILE. XACR\IE\2009\091023\CAO\Pima\09102]_J02.ah[ IOWA CITY. IOWA TRAFFIC CONTROL PLAN & STAGING NOTES STAGING NOTES -{II STAGING NOTES ill STAGING NOTES and traffic control on existing Lower Muscatine Hoad for head to head traff lc on existing southbound lanes. Shift traffic. Remove existing signals at First Avenue and Mall Drive. Refer to sheet J.06. Remove NE 1/4 of First Avenue pavement to allow for storm sewer construction. Refer to sheets J.07 and J.08. Remove curb and gutter as necessary to facilitate storm sever construction and placement of detour pavement. Remove existing storm sewer located station 34+35-38+46, remove existing Intakes at Sta 38+46 and Sta 37+00. Remove storm sewer from Sta 41+00 to 42+00 as new storm sewer work progresses. Remove intake at Sta 41+75. Storm Sewer: A. Install P-92, construct and plate well S-92, stub out pipe P-90 outside of temporary pavement limits, connect to temporary pipe Installed from existing storm sewer at Ste 37+00 (this will be removed during stage 2A). Construct temporary SW -512 at connection of temporary pipe and existing pipe, Sta 37+00. Install P-91, Install S-91 and connect to existing storm line from West Bank drainage structure. B. Install P-94, construct and plate well S-94, stub out pipe P-93 outside of temporary pavement limits, connect to temporary pipe installed from existing storm sewer at Sta 38+46 (this will be removed during stage 2A). Construct temporary SW -512 at connection of temporary pipe and existing pipe, Sta 38+46. C. Install storm sewer manhole S-111, pipe P -III and the portion of pipe P-101 to outside detour pavement limits and temporarily connect to existing storm sewer. Install pipe P-110, pipe P-109 intake S-110 (well w/temp. plate) and pipe P-108 to outside of detour pavement limits and plate. Install pipe P-106, Intake S-106 (well w/temp. plate) and pipe P-105 to outside of detour pavement limits and plate. Water main: Relocate fire hydrant at Sta 34+67.5 - 50.74' LT . Begin water main Improvements at First Avenue and Lower Muscatine Road. The water main improvements along First Avenue shall be constructed during Phase 2 - Stage 2A. Pavement: Grade and pave detour pavement on Lower Muscatine Road from Sta 29+00 to end of project (EDP). Grade and pave detour pavement South 1/2 of Mall Drive. 2 - Stage 2A: Refer to sheets J.06, J.D9 and J.10. Adjust temporary traffic signal heads as shown on sheets J.22 and J.23. Install temporary pavement markings and shift Lover Muscatine Road as shown on sheets J.09 and J.10. Shift Mall Drive traffic as shown on sheet J.09 and First Avenue traffic as shown on sheet J.06. Removals: Remove remainder of existing pavement not removed In Phase 2 - Stage IB. Remove north 1/2 of existing pavement section at the Mall Drive, and south 1/2 of existing pavement section at First Avenue. Water main: Complete water ma In Installation along First Avenue and In the Sycamore Mall Parking Lot. Storm Sever: A. Install storm sewer Sta 29+75 to Sta 33+50, stub out Intake pipes P-86 and P-88 to location between new pavement constructed In Stage 2A and detour pavement and plate well. B. Install P-89, the portion of P-89 under current traffic shall be Installed utilizing a "Night Closure" the work shall be performed between 11:00 PM and 6:00 AM Monday to Thursday, with the pavement patch (detour pavement) Installed and open to traffic no later than 6:00 AM the following day. C. Install structure S-90 and Install P-90 connecting to P-90 stubbed out In Stage IB. Remove temporary piping and area Intake Installed during phase IB and existing Intake at Sta 37+00. D. Install structure S-93 and install P-93 connecting to P-93 stubbed out In Stage 10. Remove temporary piping and area Intake Installed during phase IB and existing Intake at Sta 38+46. E. Install remainder of pipe P-100 from stub Installed In Stage IA, Install structure S-101. Install pipe P-101 remove temporary connection Installed during Stage IB. remove existing storm sever and Intake south of First Avenue and pi F. Install structures S-107, S-108, S-104, S-105 and S-103. Install remainder of pipes P-108 and P105 to pipe stub outs installed In Stage IB. Install pipe P-102 to outside of paving limits and temporarily plate. G. Install subdraln Sta 32+00 to EDP prior to paving. Sanitary Sever: Install sanitary sewer from Sta 34+75 to Sta 40+50, install stub out piping to edge of detour pavement and plate at Ste 40+50. Make permanent connection to Influent pipe from mall, and make temporary connection to outfall pipe toward existing outfall structure. (Will be connected permanently in Stage 3A) Paving: Grade and pave south 2/3 of Lower Muscatine pavement section (Sta 20+12.62 - EDP). Grade and pave north 1/2 of Mall Drive and south 1/2 of First Avenue Intersections, Make temporary pavement connection to detour pavement at South 1/2 sections of First Avenue and north 1/2 of Mall Drive. Grade and pave all sidewalks and driveways South of Lower Muscatine. ase 2 - Stage 213: Refer to sheets J.G6 and J.11. Il Stage 28 can begin when pavement on north 1/2 of Mall Drive, dh 1/2 of First Avenue, the Earl May Entrances and the south 1/2 Fire Station drive Is complete. Refer to sheets J.24 and J.25 for temporary traffic signal setup. Maintain Lower Muscatine Road traffic as In Stage 2A. Shift Mall Drive traffic as shown on sheet J.H. Shift First Avenue as shown on sheet J.06. Storm Sewer: Remove temporary connection P-100 to existing Intake Installed in Stage IA. Remove existing Intake, and existing piping. Install Structure S-100 Removals: Remove north 1/2 Mall Drive and south 1/2 First Avenue. Pavement: Pave north 1/2 Mall Drive and south 1/2 First Avenue. s 2 - Stage 2C: Refer to Sheet J.H. Stage 2C can begin when pavement on the north 1/2 of the Fire Ion drive and Earl May Parking Lot Patch Is Installed In Stage 2H I. Shift Lower Muscatine Road traffic as shown on sheet J.H. 2. Removals: Remove detour pavement to facilitate placement of new pavement. 3. Storm Sewer: Install structure S-102 and the remaining portion of pipe P-102. 1. Pavement: Place permanent pavement Sta. 45+10 to EDP. se 2 - Stage 3A: Refer to sheet J.06. J.12 and J.13. Refer to sheet J.26 and J.27 for traffic signal setup. Shift traffic as shown on sheet J.06, J.12 and J.13. Removals: Remove the detour pavement (except for what Is currently In use at the Intersections of LMR/Mall & LMR/Ist Ave. Storm Sewer: Construct Intake tops on previously Installed Intake wells. Sanitary Sewer: Install new manholes (MH -1 and MH -5) and connecl. to the permanent piping Installed In Phase 2 Stage 2A. Plug existing sanitary sewer and abandon In place. Pavement: Construct north 1/3 pavement section from Sta. 18+45 to EDP. Construct south 1/2 pavement section In area of detour pavement removal on Mall Drive and north 1/2 pavement section on First Avenue. Businesses with 1 driveway must be constructed to ma intaln access at all .1mes. Businesses with 2 driveways nay be alternated to be constructed in full providing full access is maintained at all times Construct all remaining drives, sldewalks and recreation trails north of Lover Muscatine Road. 31hase 2 - Stage 3B: Refer to sheets J.06 and J.14 1. Refer to sheet J.28 and J.29 for temporary traffic signal setup. Shift traffic as shown on sheet J.06 and J.14. ?. Removals: Remove detour pavement north 1/2 pavement section at Mall Drive and south 1/2 pavement section at Ist Avenue. 3. Pavement: Construct North 1/2 pavement section at Mall Drive ani south 1/2 of pavement sectlen at Ist Avenue In areas of 'hase 3 - Stage I: Refer to sheet J.15 1. Phase 3- Stage I work consists of MldAmerlcan Energy and Kirkwood Community College site Improvements. This work shall be completed before the project can progress into Phase 2 Stage 1A. to MidAmer scan Energy and Kirkwood College shall be ned at all times. PRIXIECT W. 091023 DESIGNED BY, S. SOVERS NO DATE BY REVISION DESCRIPTION STP -U-3715(654)-70-52 SHEET W. PRDJECT DATE, CHECKED BY, S. S0VER5 �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, 7/2vnotz 8,45.11 AN DI BY: FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD J Ora ceo PD.E, X,\tR\IE\2009\09102]\CAD\Plein\091023-J033.aAL lawn clrv, sown TRAFFIC CONTROL PLAN 8 STAGING NOTES t t r. r Y X f CLOSEROAD / / S aosEo / ` r ,O' p TYPE Y BMRIC.NEEpSWE CLOW/ORIHGE SKLEY FENCE UY IOWA 9� Z1�N1M Lf/NSPORiAigN S U DIN TYPE 1IiB 5 TYPE III BORRICOpROEpE/pMOSASAIRE�Eµp.1LTi p[(MyZI�GSEp�SpKiEY. XCE / I � � t rfW�jV USE 'NWA 4TAUATION 'cNr Y LOWER MUSCATINE ROAD 0- t� is '� 1MU MINES S Y Ff t \ IiI BIRflILNIEµLW{L/ROW CLOSED VSE IOWAO.A SES zlJi.zION 6�Rµ5PORiAipN 'SFr :._I� rh �I- PHASE 1, STAGE 1 TRAFFIC CONTROL LEGEND T TRAFFIC SIGN Tr TYPE III BARRICADE PERMANENT PAVEMENT DIRECTION OF TRAFFIC _ TEMPORARY GRANULAR SURFACING NOTE: CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER TO PROVIDE TEMPORARY GRANULAR SURFACE ACCESS AS NECESSARY GRANULAR SURFACE TO BE 14 FT WIDE, AND 6 IN THICK TYPICAL PROJECT NO: 091023 OE11:1 BY: B. SOYEAB PROJECT OATS: CNECk£D BY: 5. WYE. CAD DATE. 7/25/2012 5.57:24 PM DRAWN BY: CAO FILE1 %:\CR\IE\2009\091023\CAD\PIOW\09IO23_JO4. ht ND p.AIE BY BIDESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTSB FROM KIRKWOOD AVENUE TO ISTAVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 PHASEI,STAGEI PERMANENT CONSTRUCTION ET NO. J.04 \ Dzudgz 11 n TYPE IME IOWA CLOSURE W/CRM'°E SKTEY FORCE STA. IBM5.00 t Arl _ F CONSTRUCTION LIMIT FOR PHASE1. USE /OWNp� P��+TMONi Ob iRAVqSZ Ri.1i10N 4Yunri°N°ReN1 STAGE z. TO ALLOW FOR TEMPO ARY sr�� \ l \ \ \ PAVEMENT PLACED IN PHASE 2 TACE IB O LDMERMMUSCATINE ROAD STA lz.sz ` `L CON TRURU CTION LIMIT FOR PHASE 1. . r _—STAIIE 2. TO ALLOW FOR TEMPORARY PHMSE 2 STAGE I�AN_ ti C A J + � Sr� \ 1 ,A � Sl� RDAs CLOSED 1 c FEET y f \ TYPE IN BNRICI➢E CLOSIgE W/ORNICE SKiEY FENCE f TYPE ul BNiIhCME W/ROI➢ CLOSEDC`� USE IOWA PM Ni R PCRiLlgN USE qWI s�PpIASMUHT {RAV9Pd1i9igN & W A 1°1 2 U.& CSS] T i PHASE 1, STAGE 2 TRAFFIC CONTROL LEGEND TRAFFIC SIGN CONSTRUCTED IMPROVEM'TS T DURING STAGE Tr' TYPE Ill BARRICADE ANNNI DIRECTION OF TRAFFIC TEMPORARY GRANULAR SURFACING NOTE, CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER TO PROVIDE TEMPORARY GRANULAR SURFACE ACCESS AS NECESSARY GRANULAR SURFACE TO BE 14 FT WIDE. AND 6 IN THICK TYPICAL PROJECT NO, 09/023 CHECKED BY: Sr SOVERS NO GATE BY REVISION DESCRIPTION Fot h STP-I/-ST15(854)-TD•52 SHEET NO. PROJECT DATE, CHECKEDESIGNED BY: S. SOVERS LOWER MUSCATINE ROAD IMPROVEMENTS CAD GATE, 7/25/2012 5,57,30 PM ORANN Br. FROM KIRKWOOD AVENUE TO 1ST AVENUE PHASE 1, STAGE J.05 CAD PILE %�\CR\E\2009\091020\CAO\Pbm\09I023_J05.ant IOWA CITY, iDNA PERMANENT CONSTRUCTION EAE IA: REMOVE RAI ED ISLAND END I 9 REPLACE W H STANDARD PAVEMENTAWCUT 36.5 FT. ROAD WORK 9 PAVEMENT AREA 9.0 SY. aB" Xx 24' • / NSi AV ESE _ m PLACE ARROW PANEL PHASE2,51AGE IA: INSTALL ROADWAY PIPE 3 PIPE 24 FT SAWCUT 50 FT ` 3. REMOVE 15 BY / y PATCH 15 BY ROAD O znuTTUPDc - TRAFFIC CO AD \ T TRAFFIC SIGN W Tr TYPE III BARRICADE AHE 0 50 1 DIRECTION OF TRAFFIC tt m BMflICADE wTROA 5 FEET cL seo N RlcxT acro PAVEMENT CONSTRUCTED wzo-t DURING PHASE 2. STAGE 2B 4W x 40" 1 DURING PAVEMENTCONSTRUCTED 2,RSTAGE 3A I PLACE ARROW PANEL LEGEND CHANNELIZING OEYIQLS, • VERTICAL PANEL OR 18" TUBULAR MARKER x TRAFFIC DRUM FIRST AVENUE TRAFFIC HEAD TO HEAD EASTBOUND LANES NOTE: CONTRACTOR SHALL USE SAME TRAFFIC CONTROL FOR PHASE 2. STAGES: IA. 2B. AND 3A WI -4 D ` 0" x D" / \ ROAD WORK O HEAD w2D I aR^ x ae• PLACE ARR P NEL Wa-2R 30^ x 30^ \` ICNi L CLOSED �y ANEAD W20 -5R 4w x -a END \ ( RDAD woRK � I. coo -2A b" x 24• y w FIRST AVENUE TRAFFIC HEAD TO HEAD WESTBOUND VANES NOTE: CONTRACTOR SHALL USE SAME TRAFFIC CONTROL _ FOR PHASE 2. STAGES: 1B. 2A. AND 3B PLACE ARROW PANEL ROAD wl-Art *0 i 30^ x 30^ wa-xAD U�P ! ,AHEADW x 30^ LEFT LONE N i l CLOSCO AHEAD wzo-t WI L y 0 B" x 48" TYPE 06MflILEFT WROADXTOUR E jM N cE Ifi BARRICADE N LEFT ceT00R ; //�/iVVi\\VV" TRAFFIC CONTROL LEGEND ae2 z5ia^ C —r TRAFFIC SIGN CHANNEF.,FY1 FE..,[ZING n VF 1 <: C -� TYPE III BARRICADE • VERTICAL PANEL OR WOipc = 0 FEET v —0- DIRECTION OF TRAFFIC 18" TUBULAR MARKER END MEQ ROAD WORK PAVEMENT CONSTRUCTED t` DURING PHASE 2, STAGE 2A x TRAFFIC DRUM �, czoRe x a PAVEMENT CONSTRUCTED ae �i ie" 9 DURING PHASE 2. STAGE 3B PROJECT NO: 0,023 DESIGNED BY: 5. ROVERS N0 GATE BY REVISION DESCRIPTION STP -U-3715(654).-70-52 SHEET 40. PROJECT DATE: CHECKED BY: 5. SUERS �0�� LOWER MUSCATINE ROAD IMPROVEMENTS ce0 DATE: Trzsizmz s:na1 PM DRAvn Br: FROM KIRKWOOD AVENUE TO 1ST AVENUE PHASE 2 -STAGE 1A, 18, 28, 3A, AND 38 J.06 CAO FILE: XACR\IE\2009\O91023\CAO\PI.,\091023-JO6.aM1G iowA arv, iowA PERMANENT CONSTRUCTION 50 FEET . P Y \ 1 WD •f 4 r�sr Jl� EXISTING WELL Roa wam MER iD-: e -x1 wi-xB Jo^ x ]0^ i REMOVE EXISTING STORM 1 INTAKE TOP AND PLATE EXISTING WELL I Y S FAD 4 � MEa IV x xe• r-1 -C — rl CONSTRUCT WELD AND TE PORARILYEPLATD INSTALL TEMPORARY SM 512 y FOR DRAINAGENAGEPURPOSES PHASE 2, STAGE 1B 118 LF OF IB" HOPE PIPE. DURING CONSTRUCTION / TRAFFIC CONTROL LEGEND / MAKE TEMPORARY EM O ARY CONNECTION 35 LF OF 18" HDPE PIPE. W CHANNELIZING DEVICES: MAKE TEMPORARY CONNECTION T TRAFFIC SIGN /\�"/\ v i v✓'- TO PROPOSED PIPE 5 Tr TYPE III BARRICADE / 5 VERTICAL PANEL OR \ R010 7 � DIRECTION OF TRAFFIC 18" TUBULAR MARKER 1 HEAWOR/ CONSTRUCTED IMPROVEMENTS wI-.R MER ® >< TRAFFIC OR 25. W DURING STAGE 0 FEET �'A TEMPORARY PAVEMENT 03 DOUBLE CENTERLINE (YELLOW) 2a^ x 21- N2o-I / Ae-x Ae- O7 EDGE LINE RIGHT (WHITE) PROJECT ND: ORI023 DESIGNED BY: S. SOWERS NO DATE BY BEYI510x DESCRIPTION Fot h STP -U-3715(654)-70-52 BEET NO. PROJECT OATEi CHECKED BY: S. sovERs LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 7/20/2DI2 5:15.52 PM DRAWN BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE PHASE 2, STAGE 1B J.07 CAO FILE: x:\CR\IE\2009\091023\CAD\Pl.\09102iJD7.Ax IOWA CITY, DETOUR PAVEMENT ANOSTEMPORARILYEPLATE ROA' WORK AHEAD wzo-1 .B •• >AB �" 1 NO DATE BY REVISION DESCRIPTION MAKE TEMPORARY CONNECTION TO LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA STP -U-3715(654)--70-52 PHASE 2, STAGE 1B DETOUR PAVEMENT SHEET W' J O$ I END EXISTING OUTFALL PIPE, WILL BE ROAD WORK PHASE 2 STAGE 1B REPLACED IN PHASE 2 STAGE 2A Oto -2A se^ x f TRAFFIC CONTROL LEGEND e I 24^ T TRAFFIC SIGN CHANNELIZING DEVICES: Tr TYPE III BARRICADE Rf-x „�- K < DIRECTION OF TRAFFIC PANEL VERT OR � 18" TUBULAR MAflKER TUBULAR aEaCONSTRUCTED ® IMPROVEMENTS 0 5D \ 5 DURING STAGE y TRAFFIC DRUM F�A6••N2D-: TEMPORARY PAVEMENT 03 DOUBLE CENTERLINE (YELLOW? x aB" Oj EDGE LINE RIGHT (WHITE) re c3 (� G7 !21 � �— _ r •<1 r1 ti i - T'J .J PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE. 7/25/2012 5.52:31 PM DRAWN BY: CAD FILE: K:\M\IE\2009\091023\CAD\PIM.\091023JOB.Nt NO DATE BY REVISION DESCRIPTION �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA STP -U-3715(654)--70-52 PHASE 2, STAGE 1B DETOUR PAVEMENT SHEET W' J O$ S Mtl Q04 •, S iW iRIF 4 0 25 p S 4 S r�F f 5 WNWO a 2 TYPE IN BARIADE W/ROOD 24Wix CLOSED Y LEFT DETOURPASINI ` \ l END N ROAD WORN 41.14 iS^ \ 0 \ }. ` G20 -2A 4B" % 24" \ \ : 30"x JU C' �Y A MOT \ ROADRAD WOR sr��, 2s xx 13D" m -4L l / 3O^ x W. r N f :Q CLOSED I 20-4B.. I 25 p ! �I EEEETT 5�I0 F� , 4e I 4 I LTYPE III.—CADE CLiSOS[UUPI W`p/OitR�ANNGE SKTEY FENCE f W13-1 24 % 24"N USE IOWA T. &F� AiIO B] ILP9.2g; y�l \ / / I t l ROAD WORK . e AHED w2O-1 9• 4 x 4a• t 7 —c INSTALL TEMPORARY WALKWAY BEFORE REMOVING EXISTING SIDEWALK THIS STAGE. j F` CONTRACTOR TO MAKE TEMPORARY CONNECTION TO EXISTING SANITARY PIPE. PERMANENT CONNECTION - MADE DURING PHASE 2 STAGE 3ATO -) EXISTING INSTALL 700 FT SAFETY OUTFALLMPORARY P PE. WILL BECREPLACED PHASE 2 STAGE 3A FENCE 1' FROM EDGE INSTALL 648' OF TEMPORARY BARRIER RAIL. / OF TEMPORARY WALKWAY BARRIER RAIL MUST BE IN PLACE DURING ALL ITIES THAT V10" \ _ 3 7 'f CREATESANITARA DROPR OFX GREATER THACTAN WITHIN / \ I _ •—•�• 5' OF PAVEMENT EDGE. / s 1 / 8� CURRENT TRAFFIC SITUATION DURING `\ r "N GMT H TIES \ / PHASE 2, STAGE 2A 1 PHASE 2.CLOSURE" STAGE 2A FOR ALLOWABLE TIMES ROAD T TRAFFIC CONTROL LEGEND TRAFFIC SIGN DEVICES: 4 /CLOSED / �T / AN -0- CHANNELIZING TYPE III BARRICADE 0 VERTICAL PANEL OR EET DIRECTION OF TRAFFIC 18" TUBULAR MARKER t I •' \ ' i ® CONSTRUCTED IMPROVEMENTS TRAFFIC DRUM NOTE: CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNERS TO PROVIDE TEMPORARY DURING STAGE x 'r ACCESS AS NECESSARY TYPE IN BARRICADE CLOSURE W/ORANGE SWTEY FENCE /--- s~ PERMANENT PAVEMENT Q3 DOUBLE CENTERLINE (YELLOW) -- GRANULAR SURFACE USE S IOWA s(P�+7,y5y�Q� 4Cµ5] RTPTION `IPoA}&Fi 7 EDGE LINE RIGHT (WHITE) \ : :I 3.i'✓GR4w�9 TEMPORARY PAVEMENT PROJECT N0: 091023 ONES.—.BY: 5. SO M S Np p,LiE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP•U-S715�554)-70.52 MEET NO. PROJECT GATE: LHECXED BY: 5. SOVERS Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE PHASE 2, STAGE 2A J.09 CAD GATE: ]/258012 SSIJ6 PN ORArN Br: 77 PERMANENT CONSTRUCTION CAO FILE: %:\EYI\IE\2009\091023\CAO\PSma\091023-J09.ffi IOWA CITY, IOWA m A DROP OF GREATER THAN 10" WITHIN AVEMENT EDGE. -L 82' TEMPORARY BARRIER RAIL. ON PARKING/ IF CURB LINE 50 goo . fl9t, W1 -4R �..x W.. N" W C00 NOT P165 za" X 30•• i� PASS G ZONEW14 48 x 36" R Wax <OM EAD W o-: se^ x se^ ENO ROAD WORK G20 -2A +0" x 24" 0 50 F� MVA F ROAD CLOSED EM T7 + Y TYPE III BARRICADE CLOSURE Wp/ORCANNGE WTEY FENCE 00 USE IOWA SITUAPTI NOIIR9NlI�20RTATgN ^ NOTE: CONTRACTOR SHALL COORDINATE WITH `I? HOME OWNER TO PROVIDE TEMPORARY GRANULAR SURFACE ACCESS AS NECESSARY PHASE 2, STAGE 2A TRAFFIC CONTROL LEGEND T TRAFFIC SIGN 17 WG DEVICES: CHANNEL 0 50 FEET E�—� Tr TYPE III BARRICADE DIRECTION OF TRAFFIC ♦ VERTICAL PANEL OR 18" TUBULAR MARKER I— ® CONSTRUCTED IMPROVEMENTS DURING STAGE x TRAFFIC DRUM ! PERMANENT PAVEMENT Q3 DOUBLE CENTERLINE (YELLOW) O7 EDGE LINE RIGHT (WHITE) _ TEMPORARY PAVEMENT �\ PROJECT H0: 091023 RESIGNED BY: S. 30YER3 NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET W. PROJECT GATE: CHECKED BY: 3. 50VEP5 CAO GATE: )/25/2012 532 A) PM DRAWN BY: CAO FILE: X.\C11\IE\2009\091023\CAO\Pla.\091023-JIO.Mt Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE lowA clTv, lowA PHASE 2, STAGE 2A PERMANENT CONSTRUCTION J.10 3 / z / J j J / N t / / / 3 7 L MU ATINE ROA O PHASE 2 STAGE 2B TRAFFIC CONTROL LEGEND v T TRAFFIC SIGN Trr CHANNELIZING DEVICES TYPE III BARRICADE • DIRECTION OF TRAFFIC • VERTICAL PANEL 1A TUBULAR MARKER PERMANENT PAVEMENT a TRAFFIC DRUM 0 DOUBLE CENTERLINE (YELLOW) 7 EDGE LINE RI (WHITE) _J N C 7 C•'1 �� Y� U t � -C r..•a.. r f•"" h E� i Y 25 Iwo ao¢D W13-1 0 24 x 24" wzX 3 DO +e" Kms. NOT t PISS W1x 3 R4-1 pp[E ]0" % JO" 24" % 30" p r0.05E� bRRICXT OEiOUA 7 7 - - i J END N a - i\ ROAD WORK N ---] `5 /I G20 -2A 4B" % 24' PASSING PHASE 2, STAGE 2Czow :L O N 5 4-3 TRAFFIC CONTROL LEGEND W1 WI3-1 4a.. % 36..24"%24^ ADJDa i \ T TRAFFIC SIGN CHANNELIZING DEVICES• ra �' TYPE III BARRICADE ' r1a M ♦ VERTICAL PANEL OR K wo-4R ' DIRECTION OF TRAFFIC 18" TUBULAR MARKER ]D^ x J9•• a 50 PERMANENT PAVEMENT x TRAFFIC DRUM _ TEMPORARY PAVEMENT 0 DOUBLE CENTERLINE (YELLOW) PE 91 sRn eroun O7 EDGE LINE RIGHT (WHITE) CLO PR0.IECT NO: 091023 )ESIGIEO BY: S. SOYERS NO DATE 8Y REVISION OESCRIPTICH STP -U-3715(654 —70.52 SHEET W. PROFoth LOWER RKWOO INE ROAD IMPROVEMENTS CAD DAT DATE: CHEN C%EO BY: S. SOVERS FROM KIRKW000 AVENUE TO AVENUE PHASE 2, STAGE 2B&2C J.11 CAO DATE: )/058012 8:51:]8 PH DRAWN BY. PERMANENT CONSTRUCTION CAO FILE: %:\CR\[E\2009\091023\CAO\Plana\091023-JILaN[ IOWA CITY, IOWA ? t 25 . \ R%•• x 2...0 Wl-{R �.L p ROAD WORK W�' W PASSNG pi t srq� Y"� t 4a30K2gx., r y wu-a °D'!9I N : LOWER MUSCATINE ROAD ��• UP 0 .p� WOORRKK AH wWf4 ED r f} PASSSr ." :1�. f t f � 10 25 . +\ t r 4B • ]0„ wu-, ` t w20 -I AB^x %e- i INSTALL NEW SANITARY SEWER MANHOLE) AND / t CONNECT TO PERMANENT PIPING INST4"ED IN / PHASE 2 STAGE 2A. PLUG EXISTING SANITARY SEWER AND ABANDON IN PLACE. v KIRKWOOD DRIVE NEW "SHARED DRIVE" SHALL REMAIN IN SERVICE UNTIL PHASE 3 WORK IS COMPLETE / AND PERMANENTLY OPENED TO TRAFFIC LUWhK MU5L;AjINI: / PHASE 2, STAGE 3A W TRAFFIC CONTROL LEGEND \ i r y 9 T �T TRAFFIC SIGN TYPE III BARRICADE DIRECTION OF TRAFFIC CHANNELIZING DEVICES: # VERTICAL PANEL OR 18" TUBULAR MARKER 0 50 CONST RUED IMPROVEMENTSDURIN x TRAFFIC DRUM FEET \\ PERMANENT PAVEMENT 1- TEMPORARY PAVEMENT PROJECT NOS O9IO23 PROJECT DATE, DESIGNED BY: S. BOYERS CHECKED BY: S. SOVERS 11INDI DATE 1 BY REVISION DESCRRTIOH Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(854 -70-52 PHASE 2, STAGE 3A SHEET NO. J.12 CAD DATE: 7/25/2012 5dta+0 PN DRAWN BY, CAD FILE: N,\CR\IE\2009\091023\CAD\Plena\09I023_J 12.aHt IOWA CITY, IOWA PERMANENT CONSTRUCTION ROAD WORK i w20-1< WORK AHEADt ^ x ax^ Z�J ROAD x.r.x. WORK W zawl3- MEAD i INSTALL NEW SANITARY SEWER MANHOLE AND DO aa2x ie• y CONNECT TO PERMANENT PIPING INSTALLED IN I NOT F PHASE 2 STAGE 2A. PLUG EXISTING SANITARY SEWER AND ABANDON IN PLACE. PA55 wt -I fla-I ]°" x1'110" '[1" % 30•• 1 ` L -LOWER MUSCATINE_ PHA5E 2, STAGE 3A ZONENO a'°x=. s O 0 TRAFFIC CONTROL LEGEND "'a' T TRAFFIC SIGN 0HANNE1 I TNG DEVICESl/1V ROAD TT TYPE III BARRICADE VERTICAL PANEL OR WORK1 AHEAD DIRECTION OF TRAFFIC IA TUBULAR MARKER S ®CONSTRUCTED IMPROVEMENTS DURING STAGE x TRAFFIC DRUM 0 30 ax^ x sePERMANENT PAVEMENT N c: r—� PROJECT N0: 091023 OE3[WED BY: 5. SOVERS NO GATE BY REVISION CESCRIPTIOX STP -U-3715(664)-70.52 SHEET N0. PROJECT DATE: cl¢cNED Br: s. saveRs Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE. 1/25/2012 5,5742 PN DRAwN Br: FROM KIRKWOOD AVENUE TO IS AVENUE PHASE 2, STAGE 3A J.13 CAD FILE, %:\CR\IE\2009\091023\CAD\Pl.\091023-J 1].aht IOWA CITY, IOWA PERMANENT CONSTRUCTION o � 4 O S f� 5 J \• ROA' a2`t AHORK AD _ tu 004 J / / / s 1 _'-_ t0 CD -� F � F / / y t R MUSCATINE ROAD \ O O PHASE 2, STAGE 3B TRAFFIC CONTROL LEGEND s r TRAFFIC SIGN -rT TYPE III BARRICADE CHANNFIAZING DEVICES , VEOR DIRECTION OF TRAFFIC 18RTICAL TUBULARNEL MARKER 0 50 E PERMANENT PAVEMENT >< TRAFFIC DRUM � PROJECT D91D23 OE"Wo BY: s. SOVERS No oArE BY REvlslax sEscRlPnox ` LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SET Q. CAI DATE: )/2s/2012 5157:43 CAD : 7/ cxErxEo sv: PN ORAVN BY, s. sovERs F• FROM KIRKWOOD AVENUE TO 1ST AVENUE PHASE 2, STAGE 38 Ja14 CAD FILE: %:\CR\IE\2009\091023\CAO\Plain\091023_) lLaht `h V IOWA CITY, IOWA PERMANENT CONSTRUCTION 0 50 FEET s LOWER O r. PHASE 3 _ TRAFFIC CONTROL LEGEND T TRAFFIC SIGN CHANNELIZING UEVI -r TYPE III BARRICADE VERTICAL PANEL OR DIRECTION OF TRAFFIC IB" TUBULAR MARKER PERMANENT PAVEMENT x TRAFFIC DRUM n�Y PROJECT NO: 091023 0ESIOIEO BY, S. SOVERS NO BATE BY REVISION OESCR0RIIX1 MROAD LOWER NE STP -U-3715(654)-70-52 SHEET NO. PROJECT GATE, CHECKED BY: S. BOWERS #Foth FROM KIRKWOOKWOOD AVENUE T0IST AVENUE PHASE 3, STAGE 1 4.15 CAO DATE, 7/252013 547.45 PN DRAWN BY, I PERMANENT CONSTRUCTION CRO FII£: YACR\IE\2 \091023\CAO\Plena\09I023.J 15.eNi IOWA CITY,IOWA : 7t--),zT cle M4 -6B LOEN IE°6.I.E RDIO ROM C°OAD LO111 EST y,9` 4W20-2 MSPE( W60•• • 40•'BENTON STB CN LETTEPS M4 Q ST ox ORANGE BKR6R0ux01 <3O••.z4••N wzo-1 .Y.6 .6..�Rna aDu« ..aRRc6 6Krt. rwrE Fx se••w WALNUT ST Lu O Osoo s o C7ST U cm PHASE I Lu �� KIRKWOOD — — U — 0 — � k AVE KIRKWOOD AVENUE TO SYCAMORE STREET X: 0 Z ON V' Eh N 1ST ST Q N w I LORENC 3 O O SIR Z� DCT W H ST I `) V ROM u HIGHLAND �( I STN O �,�� o GINTER AVE ; a°5`° T nammen 2ND STCT O�PN NI �- N N iY CT I o N n Lu a FRIENDLY AVE .6xaMw,ww A,cY J TYK J RD ST O DLL 01 §Lu N Fp ::� m tl J Y Q y_ _ HIGHLAND V AVE YI HIGHLAND AVE I 1 CLOSED i AHEM --I C"° Lo / N V N w Z LIJ oTa �URFI I COTTON AVE z = Z M I w20-1 46••x 46••s ri 6••STI OD AVE OTT NWO r CL D I WgSERFp PLUM U DEFOREST n I 1C9 V` O Or— � ST I AVE } `" DEFOREST AVE o FUCLIDv AVE N I '- j /ytn oil Lu ¢ w �Oy, I � '' PSE STEVENS DR O C00 B��O \ \ V m (D p eek SPRUCE U O o -+ BROOKWOOD DRED C I L}„ Ln OLYMPIC I O CT--- N— — — — — — tn A � I-- SOUTHGATE AVE SOUTHGATE AVE N HOLLYWOOD BLVD ------- p TRACY LN HOLLYWce �O O m LnH �0 Y CROSS PARK AVE CROSBY LN DELWOOD N W AZO pR SANDUSKY APPLE O o O GLEASON FUDR ONFLTIIRON ST 0 w PROJECT DDT 091023 CESIGNEO BY, S. SEVERS N0 DATE BY REVISION DESCRIPTION Fot h STP -U-371516541--70-52 SHEET W. PROJECT DATE. CHECKED Bn S. SEVERS LOWER MUSCATINE ROAD IMPROVEMENTS CI.O DATE1 7/25/2012 5151146 PM WAR BY, FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD J 16 GAO PILE, XACRVE\20P1\091023\C4D\Plam\091023)I6.w1t IOWA CITY, IOWA PHASE 1 DETOUR MAP W m Z Q� D ST SHERIDAN AVE Lu 0 Lu Lu Lu a a a M4 -6B LOEN IE°6.I.E RDIO ROM C°OAD LO111 EST y,9` 4W20-2 MSPE( W60•• • 40•'BENTON STB CN LETTEPS M4 Q ST ox ORANGE BKR6R0ux01 <3O••.z4••N wzo-1 .Y.6 .6..�Rna aDu« ..aRRc6 6Krt. rwrE Fx se••w WALNUT ST Lu O Osoo s o C7ST U cm PHASE I Lu �� KIRKWOOD — — U — 0 — � k AVE KIRKWOOD AVENUE TO SYCAMORE STREET X: 0 Z ON V' Eh N 1ST ST Q N w I LORENC 3 O O SIR Z� DCT W H ST I `) V ROM u HIGHLAND �( I STN O �,�� o GINTER AVE ; a°5`° T nammen 2ND STCT O�PN NI �- N N iY CT I o N n Lu a FRIENDLY AVE .6xaMw,ww A,cY J TYK J RD ST O DLL 01 §Lu N Fp ::� m tl J Y Q y_ _ HIGHLAND V AVE YI HIGHLAND AVE I 1 CLOSED i AHEM --I C"° Lo / N V N w Z LIJ oTa �URFI I COTTON AVE z = Z M I w20-1 46••x 46••s ri 6••STI OD AVE OTT NWO r CL D I WgSERFp PLUM U DEFOREST n I 1C9 V` O Or— � ST I AVE } `" DEFOREST AVE o FUCLIDv AVE N I '- j /ytn oil Lu ¢ w �Oy, I � '' PSE STEVENS DR O C00 B��O \ \ V m (D p eek SPRUCE U O o -+ BROOKWOOD DRED C I L}„ Ln OLYMPIC I O CT--- N— — — — — — tn A � I-- SOUTHGATE AVE SOUTHGATE AVE N HOLLYWOOD BLVD ------- p TRACY LN HOLLYWce �O O m LnH �0 Y CROSS PARK AVE CROSBY LN DELWOOD N W AZO pR SANDUSKY APPLE O o O GLEASON FUDR ONFLTIIRON ST 0 w PROJECT DDT 091023 CESIGNEO BY, S. SEVERS N0 DATE BY REVISION DESCRIPTION Fot h STP -U-371516541--70-52 SHEET W. PROJECT DATE. CHECKED Bn S. SEVERS LOWER MUSCATINE ROAD IMPROVEMENTS CI.O DATE1 7/25/2012 5151146 PM WAR BY, FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD J 16 GAO PILE, XACRVE\20P1\091023\C4D\Plam\091023)I6.w1t IOWA CITY, IOWA PHASE 1 DETOUR MAP END ROAD WORK 4810-2R 40" % 24.. W14-1 4011 % Wi R/W R/N - FDO -1 ROAD NOT O WORK [PASS R4-1 u^ x w^ w20 -1W1 -4L 4W % W^ 30^ x w° 25 w3-1 4"'X a^ rt (OWER MUSCATINE ROAD R/W R/W /W R/W `r/N O�J TRAFFIC CONTROL LEGEND T TRAFFIC SIGN OHANNELIZING DEVICES: DIRECTION OF TRAFFIC VERTICAL PANEL OR PERMANENT PAVEMENT 18" TUBULAR MARKER A, TRAFFIC DRUM _ TEMPORARY PAVEMENT Q DOUBLE CENTERLINE (Y LOWER MUSCATINE ROAD O7 EDGE LINE RIGHT (WHI a 25 �, FQ y za•• x z4• a DO NOT PASS - WO 4R ]0" 30^ Rs -I J 24^ x ]0" i E� F /N B/W R/W R/W - — R/W TRAFFIC CONTROL LEGEND -- TRAFFIC SIGN CHANNEL171NG DEVICES EPA ii DIRECTION OF TRAFFIC VERTICAL PANEL OR �� W� W1 -DER 25 ® PERMANENT PAVEMENT 18" TUBULAR MARKER ` D Az' - 2 0 20 , 1 PA$$NG aC2 x za'• w••x ]0•• x TRAFFIC DRUM FEET ZONE TEMPORARY PAVEMENT _ 03 DOUBLE CENTERLINE (YELLOW) /��, 24 x 24^ O7 EDGE LINE RIGHT (WHITE) �� 48 Iv i0" PROJECT NO: 091023 DESIGNED BY: B. 50VER5 NO BATE BY REVISION DESCRIPTION STP -U-3715(654)-70-52 SHEET NO. PROJECT DATE: CHECKED BY: 5. SOVERB Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 7/25/2012 517:48 PM DRAWN BY: FROM KIRKWOOD AVENUE TO 1 ST AVENUE ALTERNATIVE STAGING DIVISION PLAN J.1 7 CAD FILE: x:\CRME\2009\091023\CAD\Plam\p91023_J V.aM1t IOWA CITY, IOWA DETOUR PAVEMENT Px ROAD WORK AHEAD PASS t r = Z5 5 NDN W 3 x ROAD WORK 7 S w201 RI • ae•• x ae•' W. x 30•• LOWER x11 — MUSCATINE ROAD s s -71 r r 1 PAS ENO T 70 ROAD WORK �1► 020-ZA _ w14 3 ae^ x 2a^©—',". a0" x OF _ r 1 - - _ -- - TRAFFIC CONTROL LEGEND TRAFFIC SIGN CHANNHANN IZ DIRECTION OF TRAFFIC VERTICAL PANEL OR K 1R" TUBULAR MARKER PERMANENT PAVEMENT x TRAFFIC DRUM TEMPORARY PAVEMENT O DOUBLE CENTERLINE CYELLOW) O EDGE LINE RIGHT (WHITE) N fel C/7 :aw. ti uJ -GI� - a 1- w n PROJECT N0: 091023 DESIGNED BY: 5. 50VERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SFFFT NO. PROJECT DATE: CHECItEO BY: S. SOVERS Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE ALTERNATIVE STAGING DIVISION PLAN J.18 CAD DATE. 7/25/2012 557:19 N ORAYN BY: DETOUR PAVEMENT CAD FILE. %:\CR\IE\2009\WI023\CAD\Pla \09I023_JIB.ML IOWA CITY, IOWA TEMPORARY TRAFFIC SIGNAL NOTES 1. CONSTRUCTION STAGING REQUIRES THE REMOVAL OF THE EXISTING TRAFFIC SIGNALS AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT AND MATERIALS NECESSARY TO CONSTRUCT. OPERATE, AND MAINTAIN FULLY FUNCTIONAL TEMPORARY SPAN WIRE TRAFFIC SIGNALS DURING CONSTRUCTION. EQUIPMENT AND MATERIALS INCLUDE. BUT ARE NOT LIMITED T01 WOOD POLES, LUMINAIRES. LUMINAIRE ARMS, GUY WIRE, SIDEWALK GUY ANCHORS, MESSENGER CABLE. TRAFFIC SIGNAL WIRE. TRAFFIC SIGNAL HEADS, PEDESTRIAN HEADS. PUSHBUTTONS. BRACKETS. AND HARDWARE. ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S BID FOR TEMPORARY TRAFFIC SIGNALS SHALL INCLUDE ALL LABOR, TOOLS. EQUIPMENT. AND MATERIALS NECESSARY TO PROVIDE COMPLETE AND FUNCTIONAL TEMPORARY TRAFFIC SIGNAL INSTALLATIONS. IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE TEMPORARY TRAFFIC SIGNALS WITH THE PROJECT ENGINEER. THE TEMPORARY TRAFFIC SIGNALS SHALL REMAIN IN OPERATION UNTIL THE PERMANENT SIGNALS ARE OPERATIONAL. THE OPERATION AND MAINTENANCE OF THE SIGNAL SYSTEM SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. FINAL POSITIONING OF THE TRAFFIC SIGNAL FACES SHALL BE DETERMINED IN THE FIELD. THE CONTRACTOR SHALL REPOSITION THE SIGNAL FACES AS CONSTRUCTION PHASING REQUIRES. 4. ALL WIRING SHALL CONFORM TO THE NATIONAL ELECTRIC CODE AND LOCAL ORDINANCES AND REQUIREMENTS. ALL CABLE FOR THE INTERSECTION SIGNAL CIRCUITS SHALL BE MULTICONDUCTOR CABLE MEETING THE REQUIREMENTS OF I.M.S.A. SPECIFICATION 19. 5. ALL SIGNING AND TRAFFIC CONTROLS USED WHILE CONSTRUCTION ACTIVITIES ARE IN PROGRESS SHALL BE IN COMPLIANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. THE CONTRACTOR SHALL SALVAGE AND REUSE THE VIDEO DETECTION EQUIPMENT FROM THE EXISTING TRAFFIC SIGNALS AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD FOR USE WITH THE TEMPORARY TRAFFIC SIGNALS AND PROPOSED PERMANENT TRAFFIC SIGNALS LOCATED AT THE SAME TWO INTERSECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REINSTALLATION OF THE VIDEO DETECTION EQUIPMENT AND ANY MISCELLANEOUS WIRING. HARDWARE, AND BRACKETS NECESSARY TO RENDER THE VIDEO DETECTION OPERATIONAL. AN ADDITIONAL VIDEO CAMERA IS QUANTIFIED IN THE PLANS FOR THE CONTRACTOR TO SUPPLY AND INSTALL AS THE SALVAGED VIDEO DETECTION EQUIPMENT AT MALL DRIVE AND LOWER MUSCATINE ROAD ONLY INCLUDES 3 VIDEO CAMERAS AND 4 ARE REQUIRED. SEE SHEETS N.06 AND N.10 FOR PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUTS. 7. AT THE MALL DRIVE INTERSECTION WITH LOWER MUSCATINE ROAD. THE CONTRACTOR SHALL INSTALL THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTING AND NEAREST PROPOSED HANDHOLE (HH 111 FOR USE WITH THE TEMPORARY TRAFFIC SIGNAL. THE PROPOSED CONDUIT SHALL ALSO BE INSTALLED BETWEEN THE CABINET FOOTING AND HH 11. A TEMPORARY SECTION OF CONDUIT SHALL BE INSTALLED OVER TO TEMPORARY WOOD SIGNAL POLE 01. THE EXISTING MALL DRIVE TRAFFIC SIGNAL CABINET, UPS CABINET/SYSTEM. AND CONTROLLER SHALL BE SALVAGED AND RELOCATED TO THE PROPOSED FOOTING AT MALL DRIVE WHERE IT SHALL BE USED TO RUN THE TEMPORARY TRAFFIC SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL. THE CONTRACTOR SHALL STAGE THE INSTALLATION OF THE TEMPORARY TRAFFIC SIGNAL TO MINIMIZE THE TIME THE EXISTING AND TEMPORARY TRAFFIC SIGNALS ARE NOT OPERATIONAL. SEE N.06 FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUT. B. AT THE IST AVENUE INTERSECTION WITH LOWER MUSCATINE ROAD, THE CONTRACTOR SHALL INSTALL THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTING AND NEAREST PROPOSED HANDHOLE (HH 16) FOR USE WITH THE TEMPORARY TRAFFIC SIGNAL. THE PROPOSED CONDUIT SHALL ALSO BE INSTALLED BETWEEN THE CABINET FOOTING AND HH 16. A TEMPORARY SECTION OF CONDUIT SHALL BE INSTALLED OVER TO TEMPORARY WOOD SIGNAL POLE e1. THE NEW TRAFFIC SIGNAL CABINET AND CONTROLLER SHALL BE INSTALLED AND USED TO RUN THE TEMPORARY TRAFFIC SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL. THE CONTRACTOR SHALL STAGE THE INSTALLATION OF THE TEMPORARY TRAFFIC SIGNAL TO MINIMIZE THE TIME THE EXISTING AND TEMPORARY TRAFFIC SIGNALS ARE NOT OPERATIONAL. SEE N.10 FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUT. 9. THE EXISTING FIBER OPTIC CONNECTION TO THE FIRE STATION CAN NOT BE LOST. THE PROPOSED STREET CONSTRUCTION IMPACTS THE EXISTING UNDER GROUND AND AERIAL FIBER OPTIC SYSTEM AT AND NEAR THE INTERSECTION OF LOWER MUSCATINE ROAD AND FIRST AVENUE. MAINTAINING THE FIBER OPTIC CONNECTION WILL IMPACT CONSTRUCTION STAGING. SEE SHEET N.16. 10. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL PRIVATE AND PUBLIC UTILITIES PRIOR TO EXCAVATION ON THE PROJECT. DUE TO THE NUMBER AND LOCATION OF THE EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL BE PREPARED FOR A SIGNIFICANT AMOUNT OF UTILITY COORDINATION. IN ADDITION TO ALL EXISTING AND PROPOSED UTILITIES, THE CONTRACTOR SHALL USE CARE NOT TO DAMAGE THE PROPOSED SUBDRAIN. 11. THE LOCATIONS OF ALL FOOTINGS. HANDHOLES, AND CONDUIT ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. HANDHOLES SHALL NOT BE PLACED IN DITCH BOTTOMS. 12. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 7:00-8:30 AM, OR BETWEEN THE HOURS OF 4:00-6:00 PM. 13. ALL VEHICLE SIGNAL HEADS SHALL COME FURNISHED WITH BACK—PLATES. 14. FOR TRAFFIC SIGNAL APPLICATIONS. SCHEDULE 80 PVC MAY BE SUBSTITUTED FOR HDPE CONDUIT WHEN NECESSARY TO FACILITATE INSTALLATIONS IN TIGHT LOCATIONS. ALL PUSHED CONDUIT SHALL BE HDPE. 15. RUNS FOR VIDEO CAMERA POWER AND COAXIAL CABLE SHALL BE CONTINUOUS WITHOUT SPLICES FROM THE VIDEO CAMERA TO THE CONTROLLER 16. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE ITEM UNLESS OTHERWISE NOTED. 17. THE CITY SHALL WIRE THE TRAFFIC SIGNAL CABINET AND CONFIGURE THE VIDEO DETECTION. 18. TRAFFIC SIGNAL CABINETS AND CONTROLLERS SHALL BE FIBER READY. 19. THE CONTRACTOR SHALL COORDINATE SERVICE CONNECTIONS FOR THE PROPOSED PERMANENT AND TEMPORARY TRAFFIC SIGNALS WITH MIDAMERICAN ENERGY. SIGNAL LEGEND SYMBOL/LABEL DESCRIPTION E] POWER SOURCE (MAY BE POLE OR PEDESTAL) ® CABINET, CONTROLLER, AND CONCRETE PAD OO1 TRAFFIC SIGNAL POLE, FOOTING SYMBOL, AND IDENTIFYING NUMBER ® 3O PEDESTAL POLE, FOOTING SYMBOL. AND IDENTIFYING NUMBER • lD TEMPORARY WOODEN SIGNAL POLE AND IDENTIFYING NUMBER 81 TRAFFIC SIGNAL HEAD AND IDENTIFYING NUMBER 25 PEDESTRIAN HEAD SYMBOL AND IDENTIFYING NUMBER ®1 PEDESTRIAN PUSHBUTTON IDENTIFYING NUMBER -I CO MAST ARM MOUNTED SIGN SYMBOL AND IDENTIFYING NUMBER �W ® VIDEO DETECTION CAMERA AND IDENTIFYING NUMBER —�' LUMINAIRE r 42 I I VIDEO DETECTION AREA SYMBOL AND IDENTIFYING NUMBER NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HH VIDEO COAX, P/F O17-x30' POLYMER CONCRETE SME (TYPE 1) HANDHOLE SYMBOL AND IDENTIFYING NUMBER Q30'x48" POLYMER CONCRETE STYLE (TYPE 2) HANDHOLE SYMBOL AND IDENTIFYING NUMBER -------- TRAFFIC SIGNAL/INTERCONNECT CONDUIT r`? LABELS WITH AN IDENTIFYING NUMBER FOLLOWED BY THE LETTER 'E' REPRESENT EXISTING EQUIPMENT. _ 1E EXISTING TRAFFIC SIGNAL POLE. FOOTING SYMBOL, AND IDENTIFYING NUMBER - e 4E EXISTING JUNCTION BOX SYMBOL AND IDENTIFYING NUMBER —TS— EXISTING SIGNAL CONDUIT PRaEcr W. 051023 OEBIliNEO RE9lER ND DATE BY REESIDR DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS sRECT PRaIEcr DATE: DD/DDrz9DR wELxED er: J. RERJiRFoth FROM KIRKWOOD AVENUE T0/ ST AVENUE TEMPORARY TRAFFIC SIGNAL NOTES ILEGEND IIIA DATE: 01/27/2012 1149.12 AN DRA" BY. J.19 CAO FILE CR IE 2009 M!023V D\PI \a9102J JI ebt IOWA CITY, IOWA ABBREVIATIONS SIG SIGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL SIGNAL CONTROLLER POWER CABLE STLT STREET LIGHT POWER CABLE OR GROUND WIRE lc#6 TR TRACER WIRE 10 10 PT PULL TAPE Y1 FUSED WYE CONNECTOR FOR STREET LIGHTING Y2 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING Y3 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING Ll FUSED IN-LINE CONNECTOR FOR STREET LIGHTING L2 NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HH VIDEO COAX, P/F HANDHOLE VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE PRaEcr W. 051023 OEBIliNEO RE9lER ND DATE BY REESIDR DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS sRECT PRaIEcr DATE: DD/DDrz9DR wELxED er: J. RERJiRFoth FROM KIRKWOOD AVENUE T0/ ST AVENUE TEMPORARY TRAFFIC SIGNAL NOTES ILEGEND IIIA DATE: 01/27/2012 1149.12 AN DRA" BY. J.19 CAO FILE CR IE 2009 M!023V D\PI \a9102J JI ebt IOWA CITY, IOWA I hereby r Met this engineering document was preparW by me or under my dlreotPersonal supeMsion and that I am a duty licensed Protessbnal EMIneer under the laws of Me State of Iowa. EOF ES S! JON 0 JON L w RESLER Nomben 16911 To J 16911 data v IN DECEBER 31, 213. M /O P/pT PRaEcr W. 051023 OEBIliNEO RE9lER ND DATE BY REESIDR DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS sRECT PRaIEcr DATE: DD/DDrz9DR wELxED er: J. RERJiRFoth FROM KIRKWOOD AVENUE T0/ ST AVENUE TEMPORARY TRAFFIC SIGNAL NOTES ILEGEND IIIA DATE: 01/27/2012 1149.12 AN DRA" BY. J.19 CAO FILE CR IE 2009 M!023V D\PI \a9102J JI ebt IOWA CITY, IOWA — _ _ — _ — — — _ — — t.l R/W 11 iY \ \"e 4< 201 LOWER MUSCATINE ROAD R/W TRAFFIC SIGNAGE O O LEFT TURN YIELD N FUASHIN YELLOW © ONLY RIO -SPECIAL R3 -5L 30"X36" 30X36" (2-REO'D) (2-REO'0) tom. 41 / / 52 u B 105' SPAN 21/x/ ST / 61 62 1 7J R/W � OHE / 81 zo JA -43% �-I F -I — — 02 A 85' SPAN ---/-------- l -� -_7 J Foth 0 H E DETECTOR SUMMARY TRAFFIC SIGNAL FACES R o _ QQQQ7���ffff 1 I 11 cyr 2 r 13 E2 Y 11 19��.1, R.P LT 1 Y G NO. 23,24, (2-REO'D) N0. (2-REO'D) . 21,22,1 N01 42 4,,6, 62,81,B2 (8-REO'D) 12" F G 11,51 PROJECT 0: 091023 DESIGNED BY, J. REAER PROJECT DATE: CWEO BY: J. REAER CAO GATE, 7/25/2012 56763 PM ORA" BY: CAO FILE: %,\CR\IE\2009\091023\CAD\Plana\091D23_J20eht DO R/W TRAFFIC SIGNAGE O O LEFT TURN YIELD N FUASHIN YELLOW © ONLY RIO -SPECIAL R3 -5L 30"X36" 30X36" (2-REO'D) (2-REO'0) tom. 41 / / 52 u B 105' SPAN 21/x/ ST / 61 62 1 7J R/W � OHE / 81 zo JA -43% �-I F -I — — 02 A 85' SPAN ---/-------- l -� -_7 J Foth 0 H E DETECTOR SUMMARY R/W Z — — 41 '( 3 82 R/W_ R PROPOSED PHASE SEQUENCE CHART PEDESTRIAN 7/7 PUSHBUTTON o LOWER MUSCATINE ROAD AND MALL DRIVE SIGNS � z 0 MALL ]3�5T.4411'LT o 1 a n.452P LT 1 I 11 3ab3.B, Q.P RT 33�kA.0, vs In JUIPx011 FXB (Ai11RPFJwICx011 w0 11 19��.1, R.P LT <G A° <R R R R <rr -,-r<* <R G G Y R <R <R <R R R R <R R 41,42.81,82 R R R R R R R DO O z N z Z DW DW DW DETECTOR x J X U NUMBER N U W a w w r 0 w 0 w N N 0 w C_ x a x a w o 0 z Z _ 11 VIDEO 6 1,6 1 12 VIDEO 1 1 1 21 VIDEO 201,202 X 2 41 VIDEO 4 4 1 51 VIDEO 2 5.2 1 52 VIDEO 5 5 1 61 VIDEO 6 6 5.0 1 81 VIDEO 8 8 1 R/W Z — — 41 '( 3 82 R/W_ R PROPOSED PHASE SEQUENCE CHART PEDESTRIAN 7/7 PUSHBUTTON o LOWER MUSCATINE ROAD AND MALL DRIVE SIGNS IlEll � COIIIIIOLL�(L911MIw wxRt MALL ]3�5T.4411'LT o 1 a n.452P LT 1 I 11 3ab3.B, Q.P RT 33�kA.0, vs In JUIPx011 FXB (Ai11RPFJwICx011 w0 IlEll BMT1011. DFFPR COIIIIIOLL�(L911MIw wxRt MALL ]3�5T.4411'LT ,®I.GxAx..«Y (caI9eIOF'0.q 1 a n.452P LT 3NID0. 61.TLT 3ab3.B, Q.P RT 33�kA.0, vs In JUIPx011 FXB (Ai11RPFJwICx011 w0 11 19��.1, R.P LT PHASE NUMBER [21,22.61.62 0s 0, mz — m6 �4 01+05 02+06 04+08 1.51 <G A° <R R R R <rr -,-r<* <R G G Y R <R <R <R R R R <R R 41,42.81,82 R R R R R R R G Y R R 23,24 IDW DW DW W FD DW DW DW DW DW - —9•—�I mum lam 11FxMYMG i6• ioRllliLrVq TO p1�We i MAMxRTOX R10 -3e 9'X15 (2 -REO -0) LOWER MUSCATINE ROAD AND MALL DRIVE PHASE SEQUENCE NOT ALLOWED FROM TO .02+.06 .02+05, 01+06 DUAL ENTRY PHASES F 0EEEE����IB�� � .02+06, .04+08 LOWER MUSCATINE ROAD IMPROVEMENTS STP -U4715(664)-70-52 sxEET W. FROM KIRKWOODAVENUE TOISTAVENUE LOWERMUSCATINEROAD/MAUL DRIVE J.20 ows CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 18 DETECTOR SUMMARY TRAFFIC SIGNAL FACES 0 12 R 0 r,2 ' Y O19 �4 m8 z SM I 02+06 04+08 CO..B ST.:m 21,22,61,62 G Y R R R R R 41,42,81,82 NO. 21,22, W w R 81,82 (8-REO'D) D1 W W 2 Z DETECTOR N N W w w 0 N NUMBER N D u w O o W w 4 o z w 5 u a a m o z z 21 VIDEO 2 2 1 41 VIDEO 4 4 1 61 VIDEO 6 6 1 81 VIDEO B 8 1 TRAFFIC SIGNAL FACES 0 12 R 0 r,2 ' Y O19 �4 m8 0 4 SM I 02+06 04+08 CO..B ST.:m 21,22,61,62 G Y R R R R R 41,42,81,82 NO. 21,22, I R 41,42,61,62, R 81,82 (8-REO'D) P OI O.21 IyA 1 -� R IS Vr �m 41 l -- G N 41 — RLw — PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE I I PHASE NUMBER �4 m8 0 4 FRSA N M,5. WXRT 02+06 04+08 CO..B ST.:m 21,22,61,62 G Y R R R R R 41,42,81,82 R I R I R G I Y R R + I \ \\ 22 21 61 I 0 0 + t7 O 17p' SPAN \ I \ OHE — 81 62 " O 'I- V) N Q] O C� CD 0 N d- IIDI 1 OOe11tlLL13a1feIY6a O ClllNFry FRSA N M,5. WXRT 2 CO..B ST.:m Lki / 41.n.a nem Julacnola rol®ltsns ar Ja4aelaaJ coag Q v 17p' SPAN \ I \ OHE — 81 62 " O 'I- V) N Q] O C� CD 0 N d- IIDI BT4TON, OPFfkT OOe11tlLL13a1feIY6a O ClllNFry FRSA N M,5. WXRT TM,aRARY Poul FalTeaoP POLq CO..B ST.:m awz m.rLT as,.3, u.rLr 41.n.a nem Julacnola rol®ltsns ar Ja4aelaaJ coag , 4M3l.1, r.om �10 - n Oil -------------- LOWER MUSCATINE ROAD AND FIRST AVENUE a �a jam( PHASE SEQUENCE NOT ALLOWED J / FROM I TO 0 IB \ + DUAL 02+26. .04+HB ES 3 \ I� � \ � In PROJECT W. 091D23 OESI�O BY, J. RESLER NO GATE BY REVISIW DESCRIPTION STP -U-3715(854)-70-52 %EET NO. PROJECT DATE, CKMEO BY: J. RESLER Foth LOWER MUSCATINE ROAD IMPROVEMENTS ce0 DAre, vzSrzOlz 5,5131 PN ORAMN BY, FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROADMST AVENUE J.21 CAD FILET %ngVAIE�2009\091023\CAO\PiAmA091W3_J21.ent IOWACM,IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 18 v �10 - n Oil -------------- LOWER MUSCATINE ROAD AND FIRST AVENUE a �a jam( PHASE SEQUENCE NOT ALLOWED J / FROM I TO 0 IB \ + DUAL 02+26. .04+HB ES 3 \ I� � \ � In PROJECT W. 091D23 OESI�O BY, J. RESLER NO GATE BY REVISIW DESCRIPTION STP -U-3715(854)-70-52 %EET NO. PROJECT DATE, CKMEO BY: J. RESLER Foth LOWER MUSCATINE ROAD IMPROVEMENTS ce0 DAre, vzSrzOlz 5,5131 PN ORAMN BY, FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROADMST AVENUE J.21 CAD FILET %ngVAIE�2009\091023\CAO\PiAmA091W3_J21.ent IOWACM,IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 18 0 eTATIOe,OFFEET 0, MAW 3 v..4, WB.1' LT 1BIFORMIY POLs ICsl9t OF ram 1 3N77.4 MOLT 01+Te4. at.TLT 31�W.B.4ze Rf 3 0. Q.r Rf JUICnOI EOMs (GBIf9t OF JUWCn011 smV U R 41,42,81,82 23,24 R R R R G Y R W FOW1 DW DW DW DW DW q m081 Cf z DETECTOR w � xiUNUMBER 21Oil nw ✓ 62 ❑ 61 — 24 —# #—# 201 o wNo R/W \& 42 Y / 2 DETECTOR SUMMARY 5 /s LOWER MUSCATINE ROAD i 1 Z N I I --7 -7 -7 -VD-V 7 -7 - TRAFFIC SIGNAL FACES 17 R p,\7 z• Y 1 3 12� G NO. 23,24, (2 -REQ -0) NO. 21,22, 41,42,61,62, 81.82 (8-REO'D) PROJECT N0, 091023 DESIGNED BY, J. RESLER PROJECT DATE: CHECKED BY: J. RESLER CAO DATE: 7/25/2012 5,5765 PM DRAWN BY, CAO FILE, K,\OR\IE\2009\091023\CAD\Plain\D9ID23_J22.Nt PEDESTRIAN PUSHBUTTON SIGNS v� 1� ®eBExu4x TnRMWtlp oaname roams R10 -3e 9x15 (2-REO'D) / \7 O — — 02 �_, 85' SP N 4 ---------------\ 4— ---- ----� A Foth 1I eTATIOe,OFFEET z MAW 3 v..4, WB.1' LT 1BIFORMIY POLs ICsl9t OF ram 1 3N77.4 MOLT 01+Te4. at.TLT 31�W.B.4ze Rf 3 0. Q.r Rf JUICnOI EOMs (GBIf9t OF JUWCn011 smV U R 41,42,81,82 23,24 R R R R G Y R W FOW1 DW DW DW DW DW R - m081 z DETECTOR w � xiUNUMBER nw o wNo U z21VIDEO z0- 1201,202 x41 VIDEO 161 VIDEO 181 VIDEO 1 5 /s LOWER MUSCATINE ROAD i 1 Z N I I --7 -7 -7 -VD-V 7 -7 - TRAFFIC SIGNAL FACES 17 R p,\7 z• Y 1 3 12� G NO. 23,24, (2 -REQ -0) NO. 21,22, 41,42,61,62, 81.82 (8-REO'D) PROJECT N0, 091023 DESIGNED BY, J. RESLER PROJECT DATE: CHECKED BY: J. RESLER CAO DATE: 7/25/2012 5,5765 PM DRAWN BY, CAO FILE, K,\OR\IE\2009\091023\CAD\Plain\D9ID23_J22.Nt PEDESTRIAN PUSHBUTTON SIGNS v� 1� ®eBExu4x TnRMWtlp oaname roams R10 -3e 9x15 (2-REO'D) / \7 O — — 02 �_, 85' SP N 4 ---------------\ 4— ---- ----� A Foth 1I eTATIOe,OFFEET COITRO (CBIf®t OFC iNEn MAW 3 v..4, WB.1' LT 1BIFORMIY POLs ICsl9t OF ram 1 3N77.4 MOLT 01+Te4. at.TLT 31�W.B.4ze Rf 3 0. Q.r Rf JUICnOI EOMs (GBIf9t OF JUWCn011 smV III S W.1. 47.F LT R/W — t PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE PHASE NUMBER ' 04 m8 0 N g 02+06 04+08 21,22,61,62 G G Y R R R R R 41,42,81,82 23,24 R R R R G Y R W FOW1 DW DW DW DW DW R - LOWER MUSCATINE ROAD AND MALL DRIVE PHASE SEQUENCE NOT ALLOWED FROM I TO DUAL ENTRY PHASES F�J LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET W. FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD/MALL DRIVE J,22 IOWA CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 2A DETECTOR SUMMARY TRAFFIC SIGNAL FACES O 12" R 41 CD CD D V 12' G I 1 21 41.42.61.62 , z —I � — (8 -REO -D) ? OI lo' SPAN 2 _ st 3 I Im ELATION, oFPsu O PRS 4 M,5,]B.TRT T9IORMY POLES (CMM OF POLE) 1 40N5.1SL2 RT z a 4z POs LT 41.61], 41.T LT 41 41HTe'w.BRT Juxnax Bmf ICBIT� of JIRCnoR BOTJ iB 4W3].1, 4.URT R W W W 41,42,81,82 R R m W Z R DETECTOR w x a x0NUMBER w r w a w w y o w 0 Ci a sa o z z 21 VIDEO 2 2 1 41 VIDEO 4 4 1 61 VIDEO 6 6 1 81 1 VIDEO I I 8 I 8 I I 1 TRAFFIC SIGNAL FACES O 12" R 41 CD CD D V 12' G I 1 21 41.42.61.62 , z —I � — (8 -REO -D) ? OI lo' SPAN 2 _ st 3 I Im ELATION, oFPsu CONTROLLEn(0BMOFC RET) PRS 4 M,5,]B.TRT T9IORMY POLES (CMM OF POLE) 1 40N5.1SL2 RT z a 4z POs LT 41.61], 41.T LT 41 41HTe'w.BRT Juxnax Bmf ICBIT� of JIRCnoR BOTJ iB 4W3].1, 4.URT fill )0� --- -- _ � 42 W- - — n ---69— u HH - - an. San. — - — — an. -- � En 81 1 1 1 LOWER MUSCATINE ROAD j 82a �n _ — — --- _ 61 I � - __. w i _ — _ -_ - p _.. R��_ --IAI - - - PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE O PHASE NUMBER m4 � �8 0 N g W $2+06 04+08 21,22,61,62 G Y R R R R R 41,42,81,82 R R R G Y R R A zz z 115' SPAN } •O OO U0+ f7 Q5\ \ \ LOWER MUSCATINE ROAD AND FIRST AVENUE _ PHASE SEQUENCE NOT ALLOWED \ \ J� FROM TO O a e \ 3 c F�; 1 02+266. 04+08 f) DUAL ENTRY PHASES ` PROJECT N0: 0,023 RESTORED BY: J. RESLER NO 1 DATE BY 1 REVISION OESCRIPTION STP -U-3715(654)-70-52 SNEET N0. PROJECT DATE. CHECREO BY: �0�� LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 7/25/2012 s:s]:ss PR DR. BY: - FROM KIRKWOOIO AVENUE TO 1 ST AVENUE LOWER MUSCATINE S: PHA ST AVENUE J.23 CAD FILE: R:WR\IE\2CD9\091023\CAO\Plan\091023-J23.nt IOWA CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 2A �I 0/ / — _ -- — — — — — — — — _ — — — / I I R/W 477-74\ # —# 0 Q� 105' SPAN / / / 62 J LOWER MUSCATINE ROAD _ 1a. $ / A x R A • 81 A 82 -- -- -- — r -- — 02 S SP N PEDESTRIAN GJ -- - TRAFFIC SIGNAL FACES PUSHBUTTON SIGNS �� I 1 000��'DDVIII D'M ® v�2uws 12" Y 11e R3W11'a i5" ioRYp Dri9 1T G NO. 23,24, mTnms NO. 21,22, ^~ 41,42,61,62, R10 -3e 81,82 9'X15' (e-REO'D) (2 -REO -D) Im BuTi M, avR WN7eDUle1IL91tMwa mffn MALL 33•e7.t443.TLT YIIW DIGR! rolO Icanetor roLq 11 3 e. MULT 3M76r.et.i LT 3HN.442e RT 33.m.o, 4zrrtr JtA9Cnax mm IC611et or.MlcIrlm am 1t 3 1,47ALT " 51 DETECTOR SUMMARY R/W HE R/W e, — �.f PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE PHASE NUMBER m2 ' 1 0 z 04 � m8 0 x g ^ N 04+08 NO DATE BY REVISION DESCAIFTILn 21,22,61,62 ID W o W z W w z R R W FD DETECTOR w H ¢ x `f u " NUMBER " w F Wo w a w w ti o ii w o z a a a 0 z _ 21 VIDEO 2 2 5.0 1 2ot,202 x 2 41 NOEO 4 4 1 61 1 VIDEO6 I 1 6 1 5.0 1 81 I VIDEO I 1 8 1 8 I 1 R/W HE R/W e, — �.f PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE PHASE NUMBER m2 ' 1 O6 04 � m8 0 x g STP -U-3715(654)--70-52 02+0B 04+08 NO DATE BY REVISION DESCAIFTILn 21,22,61,62 G G Y R R R R R 41,42,81,82 23,24 R R W FD R R G Y R DW DW DW DW DW R - OHI G - LOWER MUSCATINE ROAD AND MALL DRIVE PHASE SEOt1ENCE NOT ALLOWED FROM TO D�� EEEETT IB�� DUAL ENTRY PHASES - F� $2+.66, H'4+OB PROJECT NO: 041023 DESIGNED BY: J. RESLER SOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET N0. NO DATE BY REVISION DESCAIFTILn PROJECT DATE. CHECKED BY: J. RESLFA Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD/MALL DRIVE J.24 ce0 DATE: v25aolz 5:5767 Pe DRAPN BY: TEMPORARY SIGNALS: PHASE 2, STAGE 2B CAO FILE: %:\CR\IE\2009\091023\CAO\Plein\091023-J24.eht IOWA CITY, It')\t/A DETECTOR SUMMARY TRAFFIC SIGNAL FACES 2' R O z r DMI _I tY G NO. 21,22, / I 41,42,61.62, r � A d3 PA ♦ �=• �. r LOWERROAO G z N C w - - R/W -- — PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE NUMBER 04 08 O g b•256, ]S.T IIT 02+06 04+08 t bNA3.nz 8r 21,22,61,62 G Y R R R R R 41,42,81,82 R R W w R �_ H r - - _-- - -- - 0 W W z z DETECTOR w x J W W = cJ w NUMBER cai w — p G a w w y 4 0 W 0 w a a a w o z z 21 1 VIDEO 2 1 2 1I 21 41 VIDEO 4 1 4 11 61 VIDEO 1 6 1 6 11 81 VIDEO — — — 8 8 I II II I 1 � 2' R O z r DMI _I tY G NO. 21,22, / I 41,42,61.62, r � A d3 PA ♦ �=• �. r LOWERROAO G z N C w - - R/W -- — PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE NUMBER 04 08 O g b•256, ]S.T IIT 02+06 04+08 t bNA3.nz 8r 21,22,61,62 G Y R R R R R 41,42,81,82 R R R G Y R R \ F 00+t7 LOWER MUSCATINE ROAD AND FIRST AVENUE 1 � CD 0 O -_ - 21 4 Lu - 5 �_JI^ 1Io' SPAN 3 13r 4rAnolA, orwEr GOB300A4itA0Br1EBA ar wxm b•256, ]S.T IIT 3enaeXmT roup (CB19FR ar tool t bNA3.nz 8r 2 40 2z a0 LT tl•s1.0. 41.TLT H•Sr.A 536' LT JOr10TOM 0�1�w (IRJUMCINIM BOq 1 40•37.1.maff i PHASE SEOUENCE NOT ALLOWED \ FROM TO \ 0 B Fu DUALPHASES 3 I� .8'2+.8'06.6. 04+08 \ � PROJECT M, 091023 DESIGNED BY: J. flESLEfl NO DATE BY REYISIDN DESCRIPTION PROJECT DATE: CHECKED BY: J. AESLEA - V �a CAD DATE: 7R5ROl2 5:57.58 PN DRAVN BY: - CAO FILE: X:\CR\IE\2009\091023\CAOWl.m\091023_J25.Nf LOWER MUSCATINE ROAD IMPROVEMENTS 62 STP -U-3715(664)-70.52 �--- ——-- ——— —- LOWER MUSCATINEROADIISTAVENUE J,25 IOWA Cm, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 28 -- J 181 �_ H r - - _-- - -- - � O T O, — O — p G - i�- -- 0 — / -- W - 2z 21 115, SP -� O — — — — — — — -- — — — I II II I -------- — — — — — — — � i PHASE SEOUENCE NOT ALLOWED \ FROM TO \ 0 B Fu DUALPHASES 3 I� .8'2+.8'06.6. 04+08 \ � PROJECT M, 091023 DESIGNED BY: J. flESLEfl NO DATE BY REYISIDN DESCRIPTION PROJECT DATE: CHECKED BY: J. AESLEA - V �a CAD DATE: 7R5ROl2 5:57.58 PN DRAVN BY: - CAO FILE: X:\CR\IE\2009\091023\CAOWl.m\091023_J25.Nf LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(664)-70.52 SWET ND. FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINEROADIISTAVENUE J,25 IOWA Cm, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 28 O o / O O/ ------------------------------------- / / (D / / Q'W 105' SPAN u a `�L 24 O r 62 zol / / r / / - - - - R/W //21// / _ -—� - OHE t7s — -- T1 — / nUll ATINE ROAD TRAFFIC SIGNAL FACES PEDESTRIAN PUSHBUTTON COMTROLLBl1DBImaF C49NED SIGNS n6Yeoa1R.Y vata� Ke1nER or •aq 1 LT ¢.11 12 r 13 ©mrm�m w"�iurO. 1®hl NO. 23,24. n�R3n66 15 12• G (2—REO'D) W W Toaass NO. 21,22, 41,42,61,62, MaXympl 81,82 R10 -3e (8—REO-D) 9•x15- (2—REO-D) RYIJECT NO: 091023 DESIGNED fiY, J. RESLER DO NO DATE BY REWORM l PROJECT DATE: CXECKED fiY: J. RESER DETECTOR CAD DATE: 7/25/2012 5:5719 PM DRAYN 8Y, W CAD FILE: XACR\IE\2009\091023\CAD\Plana\091023_J26.aNt NwwNZ NUMBERo 81 — — _ — 4 — z �' az o 0 zzz1 / F — R/W I � O I 61 � 0 85' SP NI A,1 4 I � I I — — — — — — — — — — — — — — — — —— — — ----I • O w Tmn 4TAnox, oRP4er COMTROLLBl1DBImaF C49NED LIALL 33�57.44A1'LT n6Yeoa1R.Y vata� Ke1nER or •aq 1 LT !a%�.m z 3NMg. W.? LT 3 8, 420 RT 33.41.n, All, RT Juxcnox amxs IceITeE a Juncnmx wID n 33.e<,a. n.a LT DETECTOR SUMMARY i L---==--------- —J b} - R/W 2 --- PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE PHASE NUMBER z o m4 � 1 �8 � 0 N g ^ N 04+�8 DOW G G V R R R RN W W R R R R G Y R W FDW DW DW DW DW DW 0W z Z DO DETECTOR W ZOz NwwNZ NUMBERo 0 OL 0 2 2 2 5.0 1 201,202 x 2 41 VIDEO 4 4 1 66 VIDEO 6 6 5.0 1 81 1 VIDEO 8 8 1 i L---==--------- —J b} - R/W 2 --- PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE PHASE NUMBER + �2 m6 /j m4 � 1 �8 � 0 N g 02+06 04+�8 21,22.61,62 G G V R R R RN 41,42,81,82 23,24 R R R R G Y R W FDW DW DW DW DW DW LOWER MUSCATINE ROAD AND MALL DRIVE PHASE SEQUENCE NOT ALLOWED FROM TO a Im DUAL ENTRY PHASES FL EET 22+26, 2'4+.08 �O `� LOWER MUSCATINE ROAD IMPROVEMENTS STP -U3715(654)--70-52 sNEEr NO. T FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD/MALL DRIVE J.26 IOWA CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 3A DETECTOR SUMMARY LD 11 --- LOWER MUSCATINE TRAFFIC SIGNAL FACES O O + 1Y Y SOF- Dm I NO. 21,22, I 41,42.61,62, (881.82 RE0•D) OI 00+581 —_ -R-fW — — PROPOSED PHASE SEQUENCE CHART OWER MUSCATINE ROAD AND FIRST AVENUE <� PHASE NUMBER �� Z V 0 0 g lE1 V ORARY Ima (C91T6t OP F0.q _ J 31 41.51.3, 41.7 LT 21,22,61,62 G Y R n V 41,42,81,82 R R R 0 m m w o z v z z DETECTOR H N NUMBER N a W W W y W O W a0 2 Z w N w0 a 0- CL O O z Z 21 VIDEO 2 2 1 41 VIDEO 4 4 1 61 VIDEO 6 6 1 81 VIDEO 8 8 1 LD 11 --- LOWER MUSCATINE TRAFFIC SIGNAL FACES O O + 1Y Y SOF- Dm I NO. 21,22, I 41,42.61,62, (881.82 RE0•D) OI 00+581 —_ -R-fW — — PROPOSED PHASE SEQUENCE CHART OWER MUSCATINE ROAD AND FIRST AVENUE <� PHASE NUMBER �� and 08 0 0 g lE1 V ORARY Ima (C91T6t OP F0.q 02+06 04+08 31 41.51.3, 41.7 LT 21,22,61,62 G Y R R I R I R R 41,42,81,82 R R R G Y R R o LOWER MUSCATINE ROAD AND FIRST AVENUE i \ PHASE SEOUENCE NOT ALLOWED FROM I TO \ 0 N FL EEJ DUAL ENTRY PHASES �� 02+06, 04+.08 PROJECT NO. 091023 DESIGNED BY: J.SL REER NO DATE BY REYISIW DESCRIPTION PROJECT GATE: CHECKED BY: J. RESLER CAD DATE: 7/25/2012 5:58:00 PN IFA.N BY: CAO FILE: %,\CR\IE\2009\091023\CAO\PI.v,Oq 021JZLaM1t ml -'7= I O I 5� i Z / LL 70, SPA� l 7�— st 0OHE an. L I7 STATION, OFFSET OONlI1mLB1IOe11Eit OF CAiNEf) F A ..5. Y.TR7 lE1 V ORARY Ima (C91T6t OP F0.q 1 90.163, SIT RF 2 AMK.R,W.CLT 31 41.51.3, 41.7 LT 41.57.3, W.VW JUNCTION W= IOWR9t OF J LOON N0)0 10 W.V. 1. 98A R7 F I I I m o° � Cjt • � rQ OS 3 '(-n 18: Foth LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET NO. FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD/IST AVENUE J.27 IOWA CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 3A O/ O/ O� / J --------------------- I ---------- ❑ 11 24 R/W / r. -- - - T 1�.- 42 LOWER MUSCATINE ROAD 41 I / - -- R/W 23 --------- — --- 0 85' SPN -�- - I 4 \ PEDESTRIAN C� TRAFFIC SIGNAL FACES PUSHBUTTON I SIGNS --------- QQQ���III ® 111iernq BB1nwp tY G N0. 23,24, 15- (2 -REO -D) 1oB� roam NO. 21,22, ou�Kurrorl 41,42.61,62. 81,82 3 R 9 -x -10-3e (8-REO'D) (2-REO'0) PROJECT N0, 091023 OEBIGNEO BY: J. REAER NO I BATE I BY R Islet OESCIIMION _ PROJECT CIELKEO BY: J. RESLER �, Fot h CAO GATE:, 7/SB )/2S/2012 B::01 PM 3RAVN BY: CAO FILE: K,\M\IE\2009\091023\CAO\Pl.\09I020_J2B.eNc - /G 1 I t 105' SPAN` I I I61 I I I I 4 Q 41 DETECTOR SUMMARY 5 ------------ OHE --- A- 41 - I FF R/W PROPOSED PHASE SEQUENCE CHART O LOWER MUSCATINE ROAD AND MALL DRIVE 3 1 :r ) 1101 11AlMOM.OiAFT O A1Au 3B•sa4xru tO�olAllr rots lerraw roLD U OMA0.11.T LT 04M10.42s Rf 41 a.1a0.42.YR1 AAYCIIaI lobs lowlw or JVIICII011 oq III �1.47VLT�7 Y R O R 23,24 R R W FD I R R DW DW G Y RR DW DW DW ED w Z N i DETECTOR w x x u N NUMBER N cJ w r w u a g w 0 w N g a a a 0 i z 21 VIDEO 2 2 5.0 1 201.202 1 1 x 1 2 41 VDEO 4 4 61 VIDEO 81 VIDEO 1 1 8 1 8 1 A 1 5 ------------ OHE --- A- 41 - I FF R/W PROPOSED PHASE SEQUENCE CHART O LOWER MUSCATINE ROAD AND MALL DRIVE 3 1 :r ) 1101 11AlMOM.OiAFT OON111O110IIO0J101 a wxm A1Au 3B•sa4xru tO�olAllr rots lerraw roLD 1 a.rr.&MULT OMA0.11.T LT 04M10.42s Rf 41 a.1a0.42.YR1 AAYCIIaI lobs lowlw or JVIICII011 oq III �1.47VLT�7 PHASE NUMBER [41.42,81.82 + m4 O 02+06 04+$8 ,22,61,62 G G Y R R R R R 23,24 R R W FD I R R DW DW G Y RR DW DW DW - LOWER MUSCATINE ROAD AND MALL DRIVE PHASE SEQUENCE NOT ALLOWED FROM 41 TO 0 li DUAL ENTRY PHASES R 02+216, 04+.08 LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SKEET W. FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROADWALL DRIVE J.28 IOWA CITY, IOWA TEMPORARY SIGNALS: PHASE 2, STAGE 38 DETECTOR SUMMARY TRAFFIC SIGNAL FACES 0 2' R 0 0iz v DMl li12.0 � NO. 21,22, I 41,42,61,62, 81,82 OI (8 -REO -D) oo+S8I Q Q�i L—I Qy� / 21 OHE — — 0 {�}—�--� nNE --- — — — — — San. I LOWER MUSCATINE ROAD .n _- R7LW PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE NUMBER mt 08 z F 10+md WX FIT 62+06 04+08 1 90.18.3. 51.2 R< 21,22,61,62 G Y R R I R K R w w w Y R R m w z z DETECTOR w cJ w NUMBER N > > o W N a a Q a z z a 21 VIDEO 2 2 1 41 VIDEO 4 4 1 61 VIDEO 6 6 1 81 VIDEO 8 8 1 TRAFFIC SIGNAL FACES 0 2' R 0 0iz v DMl li12.0 � NO. 21,22, I 41,42,61,62, 81,82 OI (8 -REO -D) oo+S8I Q Q�i L—I Qy� / 21 OHE — — 0 {�}—�--� nNE --- — — — — — San. I LOWER MUSCATINE ROAD .n _- R7LW PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE NUMBER mt 08 0 g F 10+md WX FIT 62+06 04+08 1 90.18.3. 51.2 R< 21,22,61,62 G Y R R I R I R R 41,42,81.82 R R R G Y R R LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE SEQUENCE NOT ALLOWED \ FROM TO \ a e Fj EET J DUAL ENTRY PHASES \ ff2+06, 04+08 PROJECT N0: 091023 DE5I01E0 BY: J. RE5LER NO DATE BY REVISION DESCRIPTION PNOJECT DATE: CHECKED BY: J. RESLER CAD DATE. 7/25/2012 5:58,03 PM DRANN BY, CAD FILE, K,\CR\IE\2009\091023\CAD\Plane\D91023-J29.eh[ f 170' SPAN N � 0 St. s OHE` 41 �c a, �lV 82 < J W r i T.. I � zz zt � I 115' SPAN 'n I �Foth � C+ O LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA 0 0 N Ir Im STATION, OFFSET CONTEOLLl DMITF)l OF CMNET1 F 10+md WX FIT lFI1MYN POM (CEITEN OF POLE) 1 90.18.3. 51.2 R< e6wF.z w.e ET 41.61.3, 41.T LT 41 41K 8. WN RT JUNCTQIEwIB 1CB11910FJIMCIIGNI IIXIX) �I 1 a.n.ta.E Rr III � — 0 G STP-U-3715(654)-70-52 LOWER MUSCATINE ROAD/1 ST AVENUE TEMPORARY SIGNALS: PHASE 2, STAGE 36 Lm AO o m � _ o LOWER\. MUSCA TINE ROA; A � �j \ \ DCY4 _ _ •\ / Ike y LAI -- (Y t D 30 F� H uus p p p p ¢ I p p O O� II O $ 0 W x N N O III CBW6 DCY4 � o H LOWER MUSCATINE ROAD r � BLW4 7 /\ SrAF LEGEND Fr F r4 BROKEN CENTERLINE (YELLOW) OEA DOUBLE CENTERLINE (YELLOW) 4oweLANE DROP (WHITE) wA BROKEN LANE LINE (WHITE) IE4 DOUBLE DOTTED LINE (YELLOW) E4 NO PASSING ZONE LINE (YELLOW) w6 CROSSWALK BAR (WHITE) I&DOTTED LINE (WHITE) (OSTOP LINE (WHITE) CHwa CHANNELIZING LINE (WHITE) CA DOTTED LINE (YELLOW) (OSOLID LANE LINE (WHITE) ' 0 FEET 30 3 CHANNELIZING LINE (YELLOW) 4EjEDGE LINE RIGHT (WHITE) LW YIELD LINE (WHITE) i CROSSWALK LINE (WHITE) (oEDGE LINE LEFT (YELLOW) PRNEDT Wm 091023 DESIGnCO BY: S. SDYM IJWI BATE I BY I REVISI M CESCRIPTI% STP -U-3715(654)-70-52 SHEET 1°' PROJECT DATE: CHECKED BY: 5. SOYERS �0�� LOWER MUSCATINE ROAD IMPROVEMENTS CAB DATE: 7/252012 Ss9,22 N DBAue Br: FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD K.01 CAO FILE: N:\CH\[E\2009\09]023\LA0\Plana\091833 NBY. IOWA CITY, IOWA PAVEMENT MARKING AND TRAFFIC SIGNING 00♦191 SLW4 C===s O y IU I O O O O ♦ D ♦ I I • 0 of S O t0 0 N U_ N N I Np N N ELW4 ry ry 4 <Iz EL AAA I \ SLw2 12.512' 12.5' XwIF m U n DLW6IML DCVI ` S1M2 'lk 14 '^ 0 LOWER MUSCATINE ROAD NPY4 CY4 e P SLW2 SLW4 n n CY4 Z:' CLW6 CLW6 $LW4 ri � CY4 BCY4 OCY4 BCY4 CLW6 - - - - - - - 7—i S ELW4 SL 4 OCY4 G _ • _,y,� I ego J� O2. p p O LW4 1`1 O N 10'1 r r n n L :-. r . I :s Ir N n u m + Y4 - CLW6 ut I -t _ LOWER MUSCATINE ROAD Y4.S. m 0 m n n LOWER MUSCATINE ROAD m = , I NPY4 I ? r Dcrd I LEGEND $LW4 r4 BROKEN CENTERLINE (YELLOW) JB DOUBLE CENTERLINE (YELLOW) 00jo LANE DROP (WHITE) v4 BROKEN LANE LINE (WHITE) Oro DOUBLE DOTTED LINE (YELLOW) Y4 NO PASSING ZONE LINE (YELLOW) KJA� D9w CROSSWALK BAR (WHITE) 40DOTTED LINE (WHITE) STOP LINE (WHITE) OH11B CHANNELIZING LINE (WHITE) 40 DOTTED LINE (YELLOW) (OSOLID LANE LINE (WHITE) 0 30 F� EEi 1 re CHANNELIZING LINE (YELLOW) CLv CROSSWALK LINE (WHITE) Lv4 EDGE LINE RIGHT (WHITE( 40 EDGE LINE LEFT (YELLOW) (OYIELD LINE (WHITE) PROJECT N0+ 091023 DESIWD BY: S. SOVHK NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(854)-70-52 SHEET W. PROJECT DATE: CHECKED BY. s. BOVIM CAD DATE: 7/25/2012 5,59,23 PM ORANN Br. Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD K.02 CAD FILE: K:\CR\IE\2009\091023\CAD\Plein\091023_KO2.sht �, IOWA CITY, IOWA PAVEMENT MARKING AND TRAFFIC SIGNING Sr O F� C 6 4 O O O O O H PG W DCY4 i 11.5' 11' il• LW4 00.581 21 •111l.5• I /�I CLW6 I F SLW2 _ n �_ CV4 SLW2 n CLW6 SLW4 o m PY4 rBCY4- 'DCY4 ,C LOWER MUSCATINE CLW6 ROAD'NPra �= N W' SLW4 - b 14 BCY4 _ _ CHVO CLW6 -- - jj$,LE2CEND 00+►BI OCYI4 SL 2 Y4 BROKEN CENTERLINE (YELLOW) Y4 DOUBLE CENTERLINE (YELLOW) owe LANE DROP (WHITE) 11.5111' 11 11.5 114 BROKEN LANE LINE (WHITE) r4 DOUBLE DOTTED LINE (YELLOW) r4 NO PASSING ZONE LINE (YELLOW) SLW4 fH I lill CBW6 CROSSWALK BAR (WHITE) w4 DOTTEO LINE (WHITE) ©M STOP LINE (WHITEI we CHANNELIZING LINE (WHITE) 40DOTTED LINE (YELLOW) sLw4 SOLID LANE LINE (WHITE) E9) CHANNELIZING LINE (YELLOW) 40EDGE LINE RIGHT (WHITE) aW YIELD LINE (WHITE) 1 CLW6 CROSSWALK LINE (WHITE) I& EDGE LINE LEFT (YELLOW) a 0 •\ _ : SLW2 a �•I. DoZ N '+ N SLW4 DCY4 _ 1LW6 ;z r _ N' CLW6 ' N DCY4 1 f SLW4 MIDAI IC KI ENTR /•/ 13.5' 14' 13.5' ,5 5y��( h 22• B 6 r 0< = I 1 a h ELW4 ¢ 3 H - A 2 p D��' EEEEEETTT 3��I0 0- P� - I PROJECT NO. 011023 LEEMo Hy. s. sOVERs -- DAME{ 9Y R: ms.DH o_escniPnox STP-U-3715(654)-70.52 PROJECT DATES CHECKED BY: 5. 50YER3 �O ` LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATES 7/25/2012 5.5Ra5 PM DRAWN Hfi - r` FROM KIRKWOOD AVENUE TO IST AVENUE LOWERMUSCATINE ROAD K.03 CAD FILE X ACR\IE\20DF\O9I0z3\CAO\P!.�.Yovioz>_Wo3.,NM - iOWACITY,!OWA PAVEMENT MARKING AND TRAFFIC SIGNING LEGEND E4 BROKEN CENTERLINE (YELLOW) rA DOUBLE CENTERLINE (YELLOW) qoio LANE DROP (WHITE) LWA BROKEN LANE LINE (WHITE) r1 DOUBLE DOTTED LINE (YELLOW) pro NO PASSING ZONE LINE (YELLOW) CBW6 CROSSWALK BAR (WHITE) 499)DOTTED LINE (WHITE) AW STOP LINE (WHITE) CHWB CHANNELIZING LINE (WHITE) rA DOTTED LINE (YELLOW) 5LW4 SOLID LANE LINE (WHITE) Cxrfi CHANNELIZING LINE (YELLOW) JOEDGE LINE RIGHT (WHITE) EW YIELD LINE (WHITE) CLW6 CROSSWALK LINE (WHITE) JOEDGE LINE LEFT (YELLOW) 00•COZ O -�—D MIDAMERICAN YARD OO+ZOZ O� yQ i 191 00+ pp H Ot ELW4 N V Y! U o F O (D LOWER MUSCATINE ROAD vjt. S,fo9 � O a 9 I 1. 1 ' 00.09r ' z I"xo BE ` 0 ...�. r� LOWER MUSCATINE ROAD 0 30 F� PROJECT NO: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: cxECKEo BY: s. sovERs CAO DATE: 7/25/2012 559:26 PH ORAXN BY: CAD FILE: %:\CR\1E\2009\091023\CAO\Pia.\091023J(01.aht NO GATE BY REVISION DESCRIPTION �O`h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD PAVEMENT MARKING AND TRAFFIC SIGNING SHEET NO. K.04 �r EXISTING. FG ELEV: 683.91: \ + STA. 6-54.77 111.11' Y I \ \ MATCH ® O FG ELEV.2 664.501 12.0' / I REFER B.0•18.0' / TO Y.01 ® In \ I I 10.0' � II REFER TO Y.01 6- POC FM DRIVEWAYS 3.11.80 34.74' Li ® / "aDEFER TO Y.01 O I G ELEV.- 692.64 .•C" p® ® B.6 I Q. jp 4 ] I EXISTING - I STA. 3H 16 56.94' LT A 30\YA / B- SI ST A1 5+79.73. 35.00' LT 4 91.5] )� I UONT BKO.0 TYpE ,t. I REFER i0 .02 E IN SIDEWALK " I Q 7YP, E%ISTING ID.D• a ® ® 13.1• REFER TO Y.01 1 EXISTING 0, 1 10.3 4 11. 41 I 16.1' / 4- TOY.02 ,9' ].5' ROW LINE ll 4 1 4 REFER TO Y.02 o I REFER TO Y.01 OO I STA. 2x60.69 A I 12.0' A. - 6.07 BEGIN SIDEWALK - _ 45 ® REFER TO Y.02 ST E SIDEWALK MATCH EXISTINGKt•2 Kt.2 b2 iq ( I I 4 FG ELEV• 695.1 14 1/J + 1TYP1 T MATCH EXISTING ` \ O Q _ _ I_ f5,0• A I S.0 14.1 1 11, REFER TO 801 Q \� \ `\ / fi p •S / 2+00.00 �x ® © 4• DUET 44 /e ,IN SIDEWALK K• \ 0 ELEV.= 6%.861 +' +R' 0 Fi a • D.C. Tvp. 'CH %ISTING N ® 1 . \2• 'c• i 7.0' ,.� REFER _ Y \ O KN OS O \ \,A�i \ �,o FTO Y.01 REFER TO Y,02 I ,F 4' 7.8' ERT Y.01 \\iQ_(A STA, 5+97 RA I& M' T ER GIN SIDEWALK To STA. \\'\ ® (A ' STA. 70-25.95 MATCH EXISTING / TING 44 O 96Y BEGIN SIDEWALK ' F MATCH EXISTING 0 STA. 70.25.95 STA. 70+05.5 12.50' AT REFER TO Y.02 BEGIN SIDEWALK SY BEGIN CONSTRUCTION 2 S� MATCH EXISTING f FG ELEV. 692.%1 ' 4.8' 12.50' LT MATCH EXISTING REFER TO Y.01 {\,P BEGIN CONSTRUCTION Fj, 4 I FG ELEV.= 692.906 MATCH EXISTING 11 .01 TA. BBEYALK +a}�Yyi-+' #OV REFER TO Y802 STA. 7-29.96 45.00' AT A EXISTING S y\QF OO BEGIN SIDEWALK - MATCH EXISTING i 1-83.0 15.50' LT GIN CONS UCTION FG ELEY: 69 161 9 STA. 2-74.35, FG ELEV.= 693.31• 37.30' Ri 1 ® STA. 3+69.50, 32.39' AT (ML)= STA. 70-%.13. 12.50' LT (SR) END 25' RADIUS ® STA. 3+72.05, 40.98' LT BEGIN SIDEWALK TAPER FG ELEV.= 691.73 X] MATCH E%IISTING 64.78 FG ELEV.= 688.18: LT 41 O STA 5.91.81. 3).)0' FG ELEV.• 688.661 LT 2 MATCH EXISTING STA. 1+83.00, 15.50' RL BEGIN CONSTRUCTION O FGAELEV.3 693.12 STA. 2-%.32. FG ELEV.• 692.601 09' RT 37.09' RT FG ELEV.= 689.66 STA. 4-06.59. 38.18' RT WL)= STA. 70.15.23. 12.50' RT fSRI BEGIN 15' RADIUS ® STA. 3-91.03, 34.95' ENO SIDEWALK TAPER FG ELEV. 690.86 Li ® ® CENTER- OF 88' RADIUS FG STA.4.8° 689 50.6 LT LT 1® FGRE EV'? 688.571 0' FGAELEV.= 690.36:7 Li AT NOTES. ALL ELEVATIONSORM GRACE OR TOP OF UNLESS NOTED OTHERWISE. FG ELEV. 695.91% MATCH EXISTING FGAELEV., 692.51115 RT FG ELEV.- 690.12 RAT ® STA. 3-85.15. 58.93' FG ELEV.= 689.O1a lT FGAELEV.= 689.552 LT 44 FGAE EW. 690.5416 RT NO IFY ENGINEER IF ELEVATIONS LARE TIONS. DIFFERENT THAN SLA, 2-11.18. 41.00' LT FG . 2+11EV.z 48.41. STA. 3-31.64, CENTER 31 46' AT 71.8q' RADIUS RADIUS STA. 70+75.23.27.50 (SRF) CENTER OF 15' RADIUS 14 PT FG ELEV.= 689.59 ® STA. 3.42.17, 63.51' FG ELEV.= 688.92+ LT ® STA 1-]8.89 50.43' FG ELEV.= 691.811 RT STA. 6-61.5. 38.00' Li MATCH E%ISTING. FG ELEV.= 688.11 T TRASHONSVERSE TYPICAL TRANSVERSE " JOINT SPACING IS IS'. "CO-' O/ FGAELEv19696.61 DO LL IO STA. 71.19.23STA. 3-41.38,130.56'5.50'BLT I(SR) STA. 1-21.32. 15.50' AT (MLY ® FGAELEV.= 688]9:5 Li ® 4.8 q2 FTAELEV.56917312 RT MATCH Ex IS ING80G ELEV.= 688.17 FGAE EY.B 69356.00' Li BEGIN 25' RADIUS FG ELEV.= 689.88 STA. 70-8].4]. 36.17' AT (SR) END 15'RADIUS ® FGAELEV.6 688.3106' LT ® RGAE EV.- 689.40A 00' AT Q FTA. EV1= 6906:83' AT © 0 FG AE 2-15.26, 46110' LT FGAE EV'8692.26 LT STA. JO 95.83.13].50 0.50'pLT(I(SR) CENTER OF 25' RADIUS Ih PT FG ELEV.= 689.66 ® ® CENTERO OF623' RADIUS ISRI RT CENTEROF56066 RADIUS ® ® STA. 4-01.27, 49.46' LT CENTER OF 10' RADIUS STA. 4-25.43. 68.26' LT ® ® FIG ELEV.= 689.% 00' RT FOAE Ev 689.59 LT 4® AE EV.S 690.82+ 3' FGA FGAELEV.=O 68801110 RT LT \ 0 2p F MATCH EXISTING O STA. FG E ELEV.= 692.05 LT ® 3*41 21106 RAOIUBT FG ELEV.= 688431 FGAELEV.- 689.300' LT ® FGAELEV36 688.72t 0 LT PROJECT W. 091023 DESIGNED BY: S. SOVEAS N13 DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371 5(654)--70-52 SHEET N0. PROJECT DATE: CD DATE: 1/25/21312 6:00:113 PM CHECKED BY: S. SOVERS DRAWN Bx. Foth FROM KIRKWOOD AVENUE TO IS AVENUE LOWER MUSCATINE ROAD L=01 CD FILE= XApp1E\2009\091023\LAC\PIOM091023_LOLaN( IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT \ CROSS SLOPE CONSTANT m \O• T CROSS SCBE "Oe f 0� O. � fP P � / � POSS t� log;, / CONSTANT CROSS SLOP H UNIFORM TRANSITION OOkO1 TRANSITION �1 iRAN51 )ION o/ 0 N �UNIFORN TRANS ^ )IOA, 7�17 TRANSITION PASSING AREA 0 to CONSTANT CROSS ZO.E iANr CROSS SCOPE 0 0 n SIDEWALK PASSING AREA 3W L - !NO! 20 PROJECT ND: 091W3 OESIGNEO BY: 5. SOVERSDATE BY REVISION OESCRIPTIDN STP -U-3715654)-70-52 SyEri ND' PROJECT DATE: CRECKEO BY: S. SOVERS �0�� LOWER MUSCATINE ROAD IMPROVEMENTS ce0 DATE: insnOlz A:OO:u PN DRAWN BY: - FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD L.02 ce0 TILE: X:\CR\IE\20N\OqIO23\CAD\Plans\OqIC23-LO2.sht IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT .0 REFER EFEft TO Y.02 %1,) I QO LOWER MUSCATINE STA. 90.00.00 STA. 81.62.00 O BEGIN SIDEWALK 1 MATCH EXISTING O STA. ]•82.06. 15.50' RT MLI= STA. 81.9].90. 19.50' LT /SRI BEGIN 25' RADIUS FG ELEV.= 687.45 O 5TA]•82.06. 40.50' RT (MLk STA, 81.80.54. 3].50' LT (SRI CENTER OF 25' RADIUS IIh PT FG ELEV.= 687.54 O STA. )•99.12. 22.50' RT 'M 6TA. 81+80.51, 12.50' LT (SRI ENO 25' RADIUS FG ELEV. 687.62 © 6TA. ]•71.72. 17.40' LT FG ELEV,= O FGAELEV.6 689.791 0' LT © STA. 8.51.89 4129' RT 11- STH, 81.27.5], 12.50' flT 15R BEGIN 15' RADIUS FG ELEV. 688.46 r O STA. 8.65.31, 30.50' RT (ML)= STA. 81+2].57. 27.50' RT (SRI CENTER OF 15' RADIUS Ih Pr FG ELEV.= 688.01 O 5TA. 8+65.31. 15.50' RT (MLI= 5TA. 81.3].99, 38.Z9' RT /SRI ENO 15' RADIUS FG ELEV.= 68].8] STA. 8+73.44. 46.00' LT FG ELEV.= 688.30: STA. 8.87.36. 46.00' LT FG ELEV.= 688.29: OSTA. 10+22.39, 58.79' LT FG ELEV: 692.89• STA. 10.39.24. 58.88' LT FG ELEV: 692.92: 13.9' REFER TO Y.02 689771 STA. 11.64. IZ 49.]2' LT (MLk STA. %+83.33, 12.50' LT (SRI BEGIN 20' RADIUS FG ELEV.= 688.86 STA. 11.50.11. 35.50' LT (MLk 11 STA. 95+83.33, 12.50' LT (SRI CENTER OF 20' RADIUS ILA PT FG ELEV.= 689.06 II/P T FG ELEV.= 689.24 j{ IT FG ELEV.= 689.35 Q5TA. 11+50.11. 15.50' Li (MLk 5TA. 95+69.26, 46.]2' LT (SRI END 20' RADIUS FG ELEV:= 689.29 5TA. 11+3272. ]6.31' LT (MLk STA. 95+96.28. 41.13' RT (SRI CENTER OF 23' RADIUS Q5TA. 12+14.58 15.50' LT ML)= 6TA. 95.02.10. 19.]3' RT (5R) BEGIN 25' RADIUS FG ELEV. 689.76 8' SIDEWALK - TYPE "C" JOINT 8' O.C. TTP. LOWER MUSCATINE ROAD REFER TO Y.03 STA. 12+11.58. 40.50' LT (MLh- STA. 95.19.68. 77.50' AT (SRI CENTER OF 25' RADIUS I%2 PT FG ELEV.= 689.76 13 5TA. 12+2].00. 22.]3' LT (MLI= STA. 9 • 9.68. 12.50' FT (SRI END 25' RADIUS FG ELEV. 689.76 ®STA. 12.32.50 15.50' RT PAL)= STA. 89+95.00. 16.)3' LT ISR BEGIN 15' RADIUS FG ELEV.= 689.70 ®STA. 12+32.50. 30.50' RT (Ml 5TA. 89+81.56. 2].50 LT /SRI CENTER OF 15' RADIUS ILA PT FG ELEV.= 690.15 PT FG ELEV.= 689.94 PT FG ELEV.= 689.80 ® STA. 12+4].5) 40.63' RT (MLk STA. 89.69.56. 27.08LT /SRI ENO 15' RADIUS FG ELEV.= 690.36 ®STA. 100+96.]5. 12.50' RT (SI STA. 89+44.53. 2).93' LT (SID BEGIN 15' RADIUS FG ELEV.= 690.59 STA. 100.96.]5. 2].50' RT (1 1= STA. 89+29.54, 2].50' LT (SRI CENTER OF 15' RADIUS ILA PT FG ELEV: 690.51 ®SiA. 101.11.]4. 2].93' RT ISR): 5TA. 89.29.54. 12.50' LT ISR) END 15' RADIUS FG ELEV: 690.58 ®STA. 13.01.11. 41.27' RTMLk STA. 89.27.79. 12.50' RT ISR) BEGIN 15' RADIUS FG EL EV: 690.59 ®STA 13+11.55, 10.50' RT (ML 1= STA. 89.2].]9, 27.50' RT (SRI CENTER OF 15' RADIUS ILA PT FG ELEV.= 690.40 V2 PT FG ELEV.= 690.27 >A PT FG ELEV.= 690.18 FG ELEV.= 688.; MATCH EXISTING LT STA. 96+08.98 BEGIN SIDEWALK MATCH EXISTING O O cm ;+08.98 �• iQ� ;IOEWALK ♦i EXIST I Q / 13 e ®STA. 13+11.55, 15.50' RT UILk STA. 89+]8.23. 36.2]' RT f5R1 END 15' RADIUS FG ELEV.= 690.10 ®STA. 12+82.]], 42.00' LT FG ELEV: 691.63A ®STA. 13+25.26, 42.00' LT FG ELEV. 692.35A STA. 8+02.97. 28.05' RT MI -1 - STA. 81•]4.1]. 14.05' LT ISR) CENTER OF 8' RADIUS ®STA. 8+64.00 2].39' RT (MLI= 5TA. 81+30.6]. 14.05AT CENTER OF 3' RADIUS A ].33' RT MLI= ST 12+31.00. 2 69+6].84. 14.05' LT (Sfl CENTER OF 5' RADIUS MATCH ®STA. 95.84 .11 25.63' RT FG ELEV.= 689.617 ®STA. 95+]1.11. 25.63' RT FG ELEV: 689.8 IA O \� + -1C= TO r.os EZ -11 h3 r`7 F /) n MATCH EXISTING i w 00% STA. 100+63.93 STA. 88•76.91 12. , LT BEGIN SIDEWALK BEGIN CONSTRUCTION MATCH EXISTING FG ELEV.= 691.53: MATCH EXISTING 12.50' RT 5TA. 88+]6.94, 12 HUN BEGIN CONSTRUCT/[ 9A FG ELEV.= 691.44a MATCH EXISTING I.J MATCH EXISTING NOTES. ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. i 0 20 CONTRACTOR TO VERIFY TIE-IN ELEVAT N 10 5 FEET NOTIFY ENGINEER IF ELEVATIONS ARE THAN SHOWN. DIFFERENT� TYPICAL TRANSVERSE "CD" JOINT SPACING IS IS'. PROJECT N0: 091023 DESIGNED BY: 5. OVERS STA. 12+10.55 (LONER MUSCATINE ROA0) = LOWER MUSCATINE STA. 90.00.00 (PINE STREET/ O ROAD SHEET W. PROJECT DATE: CHECKED BY; S. SPVERS O 135°51'5.82" ( 11 °5'51.181 R�"A. sr FO I BEi MA LOWER MUSCATINE ROAD 1 Y A CAD DATE, 7]25]2012 6M:13 PM DRAWN BY: 8' SIDEWALK - TYPE "C" JOINT 8' O.C. TTP. LOWER MUSCATINE ROAD REFER TO Y.03 STA. 12+11.58. 40.50' LT (MLh- STA. 95.19.68. 77.50' AT (SRI CENTER OF 25' RADIUS I%2 PT FG ELEV.= 689.76 13 5TA. 12+2].00. 22.]3' LT (MLI= STA. 9 • 9.68. 12.50' FT (SRI END 25' RADIUS FG ELEV. 689.76 ®STA. 12.32.50 15.50' RT PAL)= STA. 89+95.00. 16.)3' LT ISR BEGIN 15' RADIUS FG ELEV.= 689.70 ®STA. 12+32.50. 30.50' RT (Ml 5TA. 89+81.56. 2].50 LT /SRI CENTER OF 15' RADIUS ILA PT FG ELEV.= 690.15 PT FG ELEV.= 689.94 PT FG ELEV.= 689.80 ® STA. 12+4].5) 40.63' RT (MLk STA. 89.69.56. 27.08LT /SRI ENO 15' RADIUS FG ELEV.= 690.36 ®STA. 100+96.]5. 12.50' RT (SI STA. 89+44.53. 2).93' LT (SID BEGIN 15' RADIUS FG ELEV.= 690.59 STA. 100.96.]5. 2].50' RT (1 1= STA. 89+29.54, 2].50' LT (SRI CENTER OF 15' RADIUS ILA PT FG ELEV: 690.51 ®SiA. 101.11.]4. 2].93' RT ISR): 5TA. 89.29.54. 12.50' LT ISR) END 15' RADIUS FG ELEV: 690.58 ®STA. 13.01.11. 41.27' RTMLk STA. 89.27.79. 12.50' RT ISR) BEGIN 15' RADIUS FG EL EV: 690.59 ®STA 13+11.55, 10.50' RT (ML 1= STA. 89.2].]9, 27.50' RT (SRI CENTER OF 15' RADIUS ILA PT FG ELEV.= 690.40 V2 PT FG ELEV.= 690.27 >A PT FG ELEV.= 690.18 FG ELEV.= 688.; MATCH EXISTING LT STA. 96+08.98 BEGIN SIDEWALK MATCH EXISTING O O cm ;+08.98 �• iQ� ;IOEWALK ♦i EXIST I Q / 13 e ®STA. 13+11.55, 15.50' RT UILk STA. 89+]8.23. 36.2]' RT f5R1 END 15' RADIUS FG ELEV.= 690.10 ®STA. 12+82.]], 42.00' LT FG ELEV: 691.63A ®STA. 13+25.26, 42.00' LT FG ELEV. 692.35A STA. 8+02.97. 28.05' RT MI -1 - STA. 81•]4.1]. 14.05' LT ISR) CENTER OF 8' RADIUS ®STA. 8+64.00 2].39' RT (MLI= 5TA. 81+30.6]. 14.05AT CENTER OF 3' RADIUS A ].33' RT MLI= ST 12+31.00. 2 69+6].84. 14.05' LT (Sfl CENTER OF 5' RADIUS MATCH ®STA. 95.84 .11 25.63' RT FG ELEV.= 689.617 ®STA. 95+]1.11. 25.63' RT FG ELEV: 689.8 IA O \� + -1C= TO r.os EZ -11 h3 r`7 F /) n MATCH EXISTING i w 00% STA. 100+63.93 STA. 88•76.91 12. , LT BEGIN SIDEWALK BEGIN CONSTRUCTION MATCH EXISTING FG ELEV.= 691.53: MATCH EXISTING 12.50' RT 5TA. 88+]6.94, 12 HUN BEGIN CONSTRUCT/[ 9A FG ELEV.= 691.44a MATCH EXISTING I.J MATCH EXISTING NOTES. ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. i 0 20 CONTRACTOR TO VERIFY TIE-IN ELEVAT N 10 5 FEET NOTIFY ENGINEER IF ELEVATIONS ARE THAN SHOWN. DIFFERENT� TYPICAL TRANSVERSE "CD" JOINT SPACING IS IS'. PROJECT N0: 091023 DESIGNED BY: 5. OVERS FG ELEV: 688.25: BY REVISION DESOUPTION MATCH EXISTING ' ` LOWER MUSCATINE ROAD IMPROVEMENTS O O SHEET W. PROJECT DATE: CHECKED BY; S. SPVERS O sr FO I BEi MA 8' SIDEWALK - TYPE "C" JOINT 8' O.C. TTP. LOWER MUSCATINE ROAD REFER TO Y.03 STA. 12+11.58. 40.50' LT (MLh- STA. 95.19.68. 77.50' AT (SRI CENTER OF 25' RADIUS I%2 PT FG ELEV.= 689.76 13 5TA. 12+2].00. 22.]3' LT (MLI= STA. 9 • 9.68. 12.50' FT (SRI END 25' RADIUS FG ELEV. 689.76 ®STA. 12.32.50 15.50' RT PAL)= STA. 89+95.00. 16.)3' LT ISR BEGIN 15' RADIUS FG ELEV.= 689.70 ®STA. 12+32.50. 30.50' RT (Ml 5TA. 89+81.56. 2].50 LT /SRI CENTER OF 15' RADIUS ILA PT FG ELEV.= 690.15 PT FG ELEV.= 689.94 PT FG ELEV.= 689.80 ® STA. 12+4].5) 40.63' RT (MLk STA. 89.69.56. 27.08LT /SRI ENO 15' RADIUS FG ELEV.= 690.36 ®STA. 100+96.]5. 12.50' RT (SI STA. 89+44.53. 2).93' LT (SID BEGIN 15' RADIUS FG ELEV.= 690.59 STA. 100.96.]5. 2].50' RT (1 1= STA. 89+29.54, 2].50' LT (SRI CENTER OF 15' RADIUS ILA PT FG ELEV: 690.51 ®SiA. 101.11.]4. 2].93' RT ISR): 5TA. 89.29.54. 12.50' LT ISR) END 15' RADIUS FG ELEV: 690.58 ®STA. 13.01.11. 41.27' RTMLk STA. 89.27.79. 12.50' RT ISR) BEGIN 15' RADIUS FG EL EV: 690.59 ®STA 13+11.55, 10.50' RT (ML 1= STA. 89.2].]9, 27.50' RT (SRI CENTER OF 15' RADIUS ILA PT FG ELEV.= 690.40 V2 PT FG ELEV.= 690.27 >A PT FG ELEV.= 690.18 FG ELEV.= 688.; MATCH EXISTING LT STA. 96+08.98 BEGIN SIDEWALK MATCH EXISTING O O cm ;+08.98 �• iQ� ;IOEWALK ♦i EXIST I Q / 13 e ®STA. 13+11.55, 15.50' RT UILk STA. 89+]8.23. 36.2]' RT f5R1 END 15' RADIUS FG ELEV.= 690.10 ®STA. 12+82.]], 42.00' LT FG ELEV: 691.63A ®STA. 13+25.26, 42.00' LT FG ELEV. 692.35A STA. 8+02.97. 28.05' RT MI -1 - STA. 81•]4.1]. 14.05' LT ISR) CENTER OF 8' RADIUS ®STA. 8+64.00 2].39' RT (MLI= 5TA. 81+30.6]. 14.05AT CENTER OF 3' RADIUS A ].33' RT MLI= ST 12+31.00. 2 69+6].84. 14.05' LT (Sfl CENTER OF 5' RADIUS MATCH ®STA. 95.84 .11 25.63' RT FG ELEV.= 689.617 ®STA. 95+]1.11. 25.63' RT FG ELEV: 689.8 IA O \� + -1C= TO r.os EZ -11 h3 r`7 F /) n MATCH EXISTING i w 00% STA. 100+63.93 STA. 88•76.91 12. , LT BEGIN SIDEWALK BEGIN CONSTRUCTION MATCH EXISTING FG ELEV.= 691.53: MATCH EXISTING 12.50' RT 5TA. 88+]6.94, 12 HUN BEGIN CONSTRUCT/[ 9A FG ELEV.= 691.44a MATCH EXISTING I.J MATCH EXISTING NOTES. ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. i 0 20 CONTRACTOR TO VERIFY TIE-IN ELEVAT N 10 5 FEET NOTIFY ENGINEER IF ELEVATIONS ARE THAN SHOWN. DIFFERENT� TYPICAL TRANSVERSE "CD" JOINT SPACING IS IS'. PROJECT N0: 091023 DESIGNED BY: 5. OVERS NO DATE BY REVISION DESOUPTION ` LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET W. PROJECT DATE: CHECKED BY; S. SPVERS FO I FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD 1 L.03 CAD DATE, 7]25]2012 6M:13 PM DRAWN BY: 77 JOINTING, GEOMETRIC &STAKING LAYOUT.6 CAO FILE: LACR\IE\2009\091023\CAD\Plain\091023-L03.XAt IOWA CITY, IOWA O 0 + UNIFORM u uRlrORn _ _ _ TRAnslnan O CONSTANT CROSS SLOPE — CONSTANT CROSS SLOPE 0 \ 0 LOWER MUSCATINE M UNIFORM CONSTANT CROSS SLOPE 0 0 N , IF , 4 , tY I� y S CONSTANT CROSS SLOPE CONSTANT CROSS SLOPE - b OOx OxOb 0 23.0' 0 �x� + O D zD PROJECT W: 091023 OE516NEO IT: S. SOYERS ND GATE BY - IEIW WSORIPTI0N STP -U-3715(854)-70.52 SHEET W. PROJECT GACREO(EO SY: TE: OV S. SERS Fot h LOWER MUSCATINE ROAD IMPROVEMENTS CAD ECT 7/25/2012 E:amu PM DRAYN Rr: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.04 CAO FILE: X.\CR\IE\2009\091023\CAD\Pl.,\091023-LOA.e t IOWA CITY IOWA JOINTING, GEOMETRIC &STAKING LAYOUT N Li I O $TA. 200. 0.00 (MIOAM RICAN NORTH) _ - STA. 16.98.70 (LOWER MUSCATINE ROAD) = STA. 230.00.00 MIOAMERICAN TOWER) co W OWER MUSCATINE STA. 121.25.66 (SPRUCE STREET SOUTH) s 0 <TY (TYP. ROAD ) Z 91'3]'22.9)" 3'58'29.8]" \ Q\ AIO1NER.CA < N U EE L.I6 MORT 1 JOIN ING. 1'70.13" \ l0 MI GE METRI 6 STAKING IN:ORMA ION , \9 I\ W 90°0.0.. 90 0.0° V �' w 88°26'37.03"Tl�V5 OO Atxl 90.0.0..C3LOWEF MUSCATINE STA. 15.39.30 (LOWER MUSCATINE ROAD)=ROAD \ - STA. 110.00.00 (SPRUCE STREET NORTH) 90'3'565.)1" \ CLASS "A" STA. 231.00.00. 6.00' RT MATCH EXISTING GRANULAR \ MATERIAL Y STA. 110-79 83, 12.50' RT LOWER MUSCATINE BEGIN CONSTRUCTION TA. 19.11.82 ILOwER MUSCATINE ROAD) ROAD STA. 231.00.00. 6.00' LT o ' STA. 110.79.83 12.50' LT FG ELEV.= 689.92: S A. 200.00.00 (MIOAHERICAN NORTH) MATCH EXISTING / BEGIN CONSTRUCTION MATCH EXISTING 00} F6 ELEV.* 690.006 y, Ih / O MATCH EXISTING Q STA. ION0.00 Q BEGIN SIDEWALK O 0 O Q ^ O Q O (/\/ 0 MATCH EXISTING } } r V } } CID a ji -12 R _ STA. 110.55.08 w 15.66.80 30.50' Li (NL OO STA. 230•S9.65. 6.00' LT r a 1 r BEGIN IDEWALK. (T STA. 110.30.50. RT ( I FG ELEV= 693.80 -] EXISTING7.50'' MATCH EXISTING ITT RADIUS CEN flA01U5 ENO PLL PAVING %V PT FG EL STA. V.]0.00 I5. Li .55.19 GI 15:1 TAPER STA. 18.15.00 20.50' LT a ' •] ENO 15.1 TAPER ' ©0 ® c ~ Qj F TO Y.03 28.1' = 5 STA. 15.11.80 ]0.50' LT (MLI= 1 REFER TO Y.031 STA. 110.30.50. 2].50' Li )SRI m v CENTER OF 15' RADIUS •35.12 'A . e 15:1 TAPER I CD CO Ih PT FG ELEV.= 69).07 1 1 .12 (TYP.) S' SIDEWALK - TYPE 'IC" JOINT 8. O.C. TYP. CD CO I 8' 610EWALK - TYPE "L' JOINT 8' O.C. TYP. n ® �[ Y r y 0 03 LOWER MUSCATINE RM 2 YJ _ Y[ILA �i- 4V I KT -2 (TYP.) 15.0' 1]. 1' m KT -2 1 Y .1 (TYP.1 (TYP.) c KT 2 (TYP. in L-2 fTY .) S> LR L- Y ' 'n L-2 (TYPA c c o m 9 m - in B O n O f 8 21 6.66.63 ��R. QI m o _ 1' SIDEWALK - TYPE 'C' J IN 1' O.C. TY 011 TA R 1 1 d A / 1011 TAPER 1 5 O } f \6 STA. 15.89.91 39.00' RT pSTA. 00 20.50' IT FEN i0 Y.03 BEGIN SIDEWALK - ENO 155:,11 T CAPER MATCH EXISTING f /11 ff y MV] a9 O STA. 210.81.53 BEGIN SIDEWALK 9' p GO Jas LLT pLT MATCH EXISTING v 0 nnn STA. I%O 30 50.302.50 ISR) STA. !21.22.19.339. (SRR) STA. 120.22.51 12.50' RT BEGIN 15' RADIUS FG ELEV.= 690.92 CENTER OF 15' RADIUS ii PT FG ELEV.= 692.0] STA. 210.81.53 1 BEG CONSTRUCTION QO BEGIN CONSTRUCTION FG ELEV.: 693.61: C\ O 1 StA. 1]•)0.00. 15.50' R 01Lk FG EV.- 692.256 ���"` MATCH EXISTING STA. 15.11.80. 15.50' lT fMLk STA. 16.85.18. 10.62' RT 0I STA. 120.63.59. 38.35' RT (SRI MATCH EXISTING / Sl STA. 110. 15.50. 2).50' LT (SRI END 15' RADIUS STA. 121.0).19. 38.62' LT (SR) ENO 15' RADIUS BEGIN ISO TAPER STA. 210.81.5 12.50' RT EIA 15' RADIUS FG ELEV.= 691.10 FG ELEV.= 692.22 IN CONT FG ELEV: 692.39 Fr FG 2.2IM HATCH TING O STA. 15.66.80. 15.50' Li (MLb STA. 110.15.50. 2].50' RT (SR) STA. Ii0 82.1). 27.90' LT SRI FGAELEV•- 693.3]120 LT OO / BEGIN) CONSTRUCTION LT It + BEGIN 15' RADIUS FG ELEV.= 691.37 BEGIN 15' RADIUS FG ELEV.= 692.35 TA. 2 Li o/ BEGI • .53 WALK FG ELEV.= 693.521 ATCH EXISTING FGAELEV••4.35.54220' STA. 15.5I.B0. 30.50' Li (MCF- STA. 211.21.71. 27.50' RT (SRI 2 \Y4 MAT XISTING It STA. 120.03. 0 STA. 11080.50. 12.50' Ri (SIR) STA. 120.61.18. 27.50' Li (SR) ® STA. IB•92 W 15.1)' li D1Lk (OQJV(I M. Q BEGIN SIDEWALK Q ENO 15' RADIUS CENTER OF 15' RADIUS S1'A. 200.15.1 \• MATCH EXISTING FG ELEV.= 691.05 '/2 PT FG ELEV.= 692.18 BEGIN 25' RADIUS FG ELEY. 693.53 STA. 15.21.69. 39.30' RT O FG ELEV. = 693.1]6 11 LT ® 18.115.16.1l _213].50 LLT 55.51' ISRk STA. 16.65.75. 30.00' Ri NHL 1= STA. 120.6].18. 12.50' (SR) $T A. ($Rb ® STA 200.16.88 12.50' Li ISR 1= STA 200.95.]1. Li ® 6.00' RT )SRI ® STA. 211.06.1]. 31.00' Li ISR) STA. 15.11.06. 35.26' RT © FG ELEV: 693.301 ENO IS' flA01U5 FG ELEV.= 692.60 CENTER OF 25' RADIUS I/ PT FG ELEV: 693.30 Si A. 230.12.50. 33.12' LT BEGIN 30' RADIUS )SRI STA. 230159.65. END 30' RADIUS CENTER OF 8' RADIUS PT FG ELEV. 693.11 M. ZOOSj§65 1/0.]5RRT'SR FG ELEV. 693.57 FG ELEV. 693.62 STA. 15.92.36. 17.85' LT 11.29' RT IT FG ELEV.= 692.99 OF 25' RADIUS STA. 200.16.88 12.50' LT IS R1= _ \ FG ELEV: 692.611 ® STA. 17.59.50, MLI= CENTER I/ ® STA. 30.35.28. 36.00' LT ISR) STA. 230 59.65. 36.00' RT SRI NOTES) 1).85' Li STA. 120.53.23. 12.50' RT (SR) ® STA. 181)1.3) 20.50' Li (NL1= PT FG ELEV: 693.61 I,} FG 693.61 CENTER OF 30' RADIUS CENTER OF 30' RADIUS ALL ELEVATIONS ARE FORM GRADE OR TOP OF STA. 16.05.01, O FG ELEV.= 692.716 BEGIN IS' RAp1U5 FG ELEV. 692.)] Si A. 200.20.16. ]].I) LT SRI PT ELEV.= ENA 25' RADIUS 'A PT FG ELEV.- 693.61 1/. PT FG ELEV.= 693.68 IF PT FG ELEV.= 697.26 SLAB UNLESS NOTED OTHERWISE. FG ELEY. 692.83 PT FG ELEV.- 7 PT FO ELEV.- 6q2.aq FG 692 52 CONTRACTOR i0 VERIFY TIE-IN ELEVATIONS. 0�I 2�10 O STA. 16•]1.10. 15.50' RT MLk 17.69.92. 10.50' RT OIL)= PT FG ELEV.= 693.88 PT ELEV.= NOTIFY ENGINEER IF ELEVATIONS ARE F EEEE*i STA. 121.25.66. 28.21' Li (SRI STA. FT )SRI ® $TA. )SRI ® STA. 1200?12.15.115.91 LRT(AfSRI St A. 200N6.21. 36.36' U 15R1= STA. 201.22.36. 12.50' LT (SRI DIFFERENT THAN SHOWN. BEGIN IS' FAOIUS STA. 120.53.23, 2250' CENTER OF 15' RADIUS 20052055,2108'LRT BEGIN 25' RADIUS ENA 25' RADIUS Si A. 230.35.28. 6.00' LT t5R1 1 STA. 230.12.50. 12.36' RT f5R1 TYPICAL TRANSVERSE 'CD" JOINT SPACING IS 15'. FG ELEV.= 691.91 Yj PT FG ELEV: 692.58 FG ELEV. 69].60 BEGIN 8:1 TAPER ENA 30' RADIUS ENA 30' RADIUS FG ELEV.= 693.61 EG ELEV. 693.88 FG ELEV. 692.15 PROJECT W0 091023 OESIGEO BY: S. LOVERS NO DATE By REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U -3715j654)--70-52 SHEET NO. PROJECT DATE. CHECKED BY: PH DRAWN BYI S. SOVER6 Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.05 CAD DATE, 7]25/2012 6:00115 JOINTING, GEOMETRIC & STAKING LAYOUT CAO FILE: XAM\1E\2009\091023\ M\PMm\091023-LO6.6Nt IOWA CITY, IOWA 2.0T 0 n \ Z EE L.I6 6 NCHT FOR COMPLETE Alq \ Z TH JOINTING. G OAM TRRICAI STAKING INFORMATION �F \ w X� J N \� \ N N O 05 U 00+ Q 0 0 0 0 0 0 0 1,0 0 +��� .903 + �+ lip + v 0 95X z. �X� °� 2.0% . s CONSTANT 0 CROSS SLOPE I 1•BSz LL_N §< 9.50% 9.50% 1 LL ^ CONSTANT CONSTANT LL CROSS SLOPE CROSS SLOPE .20.50 •OS% 1.05% 0 - b q.50R LOWER MUSCATINE RMAD of CONSTANT CROSS SLOPE O O n1 CONSTANT CROSS SLOPE n'� nl 4 CONSTANT CROSS SLOPE "I R O CONSTANT CROSS SLOPE W N1 nlJ 111 YRIus�ilw'. a gI�,M�d O AI 1 WIiMN .NAxsmw a O JS Q. �C p� qui,:. 5.0' 20.0' - 1 t O X t?�r �h>• 1 � STA. 14 +20.00.. 21.00' RT lOf � t� CENTER OF 5'x5' PCC .n SIDEWALK PASSING AREA ! p'P STA. 16 OF S" ♦.50' RT Or t4 ttt '1S1�i !• 0 O CENTER OF 5': ' CC .4v +`+ 2I STA. 19.20.00. 29.50' RT SIDENALK PAS I AREA .Stt t(s tP� O% �?1 CENTER OF 5'x5' PCC �q ,,r SIOEWA PASSING AREA 1 O' /T O N O�i`h6 ASA CONSTANT b 9 O CROSS SLOPE SrAs Fr O X0`2 XON` 0 20 FEET I/ PROJECT N0: 091023 DESIGNED BY. S. SOVERS NO DATE BY REVISION BESCRIPTION STP -U-3715(654)--70-52 SHEET NO. PROJECT DATES cNECKEo Br: s. sOVERs - - Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: ]125/2012 6�00aT PN DRAWN Br. - v FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.06 CAO FILE: %:\CR\IE\2009\091023\CAO\Plms\09I023_L06.ANt IOWA CITU, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT STA. 21.11.56 (LOWER MUSCATINE ROAD)1 .47 STA. 132.94.31 (SYCAMORE STREET) ---',T VZ STA, 132.05.02 (111.40R STREET) _ .SEE L.III 8 L.I9 FOR COMPLETE 1r 80'S'N.86" STA. 126.85.63 HIORLAND AVENUE) MIDAMERICAN\KIRKWOOD ENTRANCE JOINTING. 99'51'15 14^ 73'51'28.2" GEOMETRIC 6 STAKING INFORMATION P.O.S. T. 7.0] AHO. P,1. STA. 132.00.35 ISYCAMORE STEETI = / P.O.i. STA. 1 -79.51 (HIGHLAND AVENUE) Y QO O QO°5'56.1]" 89'54'3.53" 0 Q Q O + ] 62.1]' LT= LO + Q N STA. 1.02.1 62.25' LT= MATCH E 19 H N NQD N N MA EIsnNG FG ELEV.= 6 5 1 N LOWER MUSCATINE FG ELEV. 695.32 STA. 21 IS LT ST •39.12 52.67 T= ROAD 5TA. 21.12.81 )LOWER MUSCATINE ROAD) _ LATER RADIUS MA E STING 10 RDIUS STA. 0•75.38 15.50' LT fHLN 5TA. 160.0 . DAENTRA N\ _ PT F EV.= 695.16 FG E Ev.= 91.92 STA, •6STI 52.1 LT STA. 160.15.12. 19.50' LT (SRI O STA. 21.65 35 15.50' LT OIL F- KIRKW000 ENTRANCE) 21.0' EXISTING CENTER OF 25' RADIUS STA. 160.15.5]. 10.16' RT (SRI STA. 13.92.11 16.00' FG ELEV: 691.81 1/ PT FG ELEV. 695.02 0 CENTER OF 23' RADIUS CENTER OF 10 RADIUS IiJ >f 3• PT FG ELEY: 694.98 PT FG ELEV. 691.94 0 IA PT FG ELEV.= 695.6/ PT FG ELEV.= 695.58 PT FG ELEV.= 695.71 ® p.0' _ - 3A PT FO ELEV.= 695.52 pO 1 Y2 8' SIDEWALK - TYPE 'T" JOINT 8' O.C. TYP. YI N '� Ye LOWER MUSCATINE ROAD 02 o IMD. n B KT -2 n m Eft V P - - 15.0• 14.1' 11.1' 11.1' 15.6' y - IN 3' l YP-) KT -2 (TYP.) KT-$ (TTP.1 KT -2 (TYP.) A. 26. .50 0 - 5 A. 20. • •L-2 ST . 20. .85 STA. 23 20.00-1 • - 1 • .83 (TYP.1 I L-2 IT YP.1 ' L- Y ' �„ � Vr `? 0 KT -2 - 1 K}- KT- KT -2 K2 -I KT- - - K 1011 TAPER i+ -6.5:1 T 4' SIDEWALK - TYPE "C" JOINT 4' O.C. TYP (TYP. STA. 20.69.95. 55.50' RT (MLI=_ I ^ • 4 ' ' -STA. 132..36. 53.50' Li ISR) 0 n Q in :u I• ` 12.0• II 4 1 ® I O CENTER OF 35' RADIUS I O N .A y \ REFER TO Y.03 21.0' I ,.. _J IA PT F6 ELEV.= 695.00 REFER TO Y.03 1 I/4 PT FG ELEV: 695.17 jj PT FG ELEV.= 695.3/ © _ •moi 22.54.00, 55.08' RT FG 692.55: Eq T 18.01 Q O%10 \ MATCH E STING REFER i0 Y.101j y �O o IB.O' TA. 22 51.0 60.52' Rt `'f� 2 5 EFER TO Y.OJ G EL .= 69].)Is STA. 2SN 1.06 6.65' LT % O C EXISTING 5TA. 22.31.221 32.0' RL ® CENTER OF 10' ADIOS STA. 2 •77.11 51.7]' Ri ® CENTER OF 10 13 1& STA. 126.1 .63 11.50' LT (MR Oj _ FG ELEV.= 697.]5: yj PT FG ELEV.- 5TA. i • .45. 13.50 LT (SRI ' - MATCH EXISTING 33.00' STA. 23.92.12. 36.00' LT STA. 25.69.10, 36.84' Li 39 CENT 25' RADIUS 1 FG . 5TA. 22.21.]9 62.08' RT iA. 21.00.79. 45.16" LT O4Lk 11 5TA. 1]0.97.37. LT FG ELEV.= 698.741 BEGIN 10' RADIUS BACK a SIDEWALK} ELEV.= 695.81 T FG EL 6%T O t'7. I LEV.= 647.4Jt STA. 160.45.42. 24.50' LT (SRI FG ELEV.= 695.58 FG ELEV.= 695.53 FG ELEV.= 696.21 .1. V., �t-1 S MATCH EXISTING FREGGIN ELEVS= 695!06 1 ® STA 130.81.3]. 33.00' LT ® 5TA. 21.82.12. a5.9]•Li / STA. 23•]3.29. 36.00' LT ® ' 0 Ri FG ELEV: 698.]91 ENO IW RADIUS BACK DF SIDEWALK. 1 STA. 131.50.00 1`r 18.50' STA. 20.75.38 20.50' LT (ML k 130-25.15, 14.00' LT FG 520.50' END 2511 TAPER 0 STA. 160.20.12. 49.46' LT (SRI 1 © STA. ♦ is END 25' RADIUS MATCH EXISTING ® STA. 24- 12.868 38.66' LL ?_RAD STA3 . 25-72.50, LT II \26 V3- O I� 1 ♦ FG ELEV.= 644.89 11 STA. 129.98.61. 16.50' LT SAWCUT CENTER OF FG ELEV: 6%.I8 FG ELEV.= 694.60 TA 66' RT \ i ?3. STA. 20.69.95 20.50' RT pAk MATCH EXISTING ® STA. 24.21.23. 41.45' LT FELEV - 695. 5. . O 0 STA. 132.81.84. 12.4]' LT ISR) CENTER OF 2' RADIUS ry BEGIN 35' RADIUS Q 9.98.61. 16.50' RT STA.® FG ELEV.= 695.11 1 FGAELEV.: 695.371 11' RT 7 / ? STA. 171.00.00 16.50' RT FG ELEV.= 694.83 SAWCUT LT A' J' BEGIN 25:1 tAE7 MATCH EXISTING ® .60 CENTER OF Z 'APD 4 STA. 23-70.)9, 12.61' RT O Z? OI STA. 21.04.41. 49.47' RT OILk I6 STA. 130.25.15. 16.50' Ri PT FG ELEV.= 695.68 FG ELEV.= 695.72: J. STA 130.8].53, 16.50' RT STA. 172.42.36. 18.50' LT (SR) END 35' RADIUS SAWCUT STA. 24+16 23 53.59' LL RT � GIN CONSTRUCTION PG MATCH EXISTING ® EGA ELEV.01696.08:91' STA. 126.16.63 41.50• T (SRN ELEV.= 697.861 FG ELEV.= 6%.51 CENTER OF 2 RADIUS STA. I]L.72.60. 43.50' T (SRIF MATCH EXISTING STA. 132.60.00 6.29' LT 1t STA 12.16.00. 0.13' RT �€NP 0 82' RADIUS 1 h PT FG ELEV.= 695.66 STA. 21.1 LBS. 12.00' RT CENTER OF 25' R IU 0 55.55' Li FG ELEv.= 695.621 I/ PT FG ELEV. 8 .B3 CENTER OF RDIUS 5TA. 21./1.73. 59.31' RT (ML)= 5TA. 24.28.15, STA. 21.62.85. /2.00' RT Pt fG ELE 6%.]6 (SRF- 1 ® TA. 132.28.38. 18.50' RT SR) ENO OF IT RADIUS Ih Q FG ELEV.= 695.831 PT FG EL 6%.BO a +� SY '51;N`C © STA. 126.]1.05. 36.11' LT LT (SRI 125.37.0 BEGIN PIS 30' 6% 11 pT FG ELEV. 695.55 $TA. 21.18.]0. 12.50' LT I STA. 25.12.92. 58.]2' RT ® °Z•p.�KK7 iA. 131.50 .00 18.50' Li ♦ •� � BSTA EGIN 5518.50' FG ELEV.= 6%.66 71 BACK 6 SIDEWALK, FG ELEV.= 698.371 25:1 TAPER y �% I STA. 21.]3.11, 50.50' RT InLI= FG ELEV.= 6%.2 ® STA. 25.70.91. 58.)2' RL 1 STA_131.00.00 16.50' LT Q F 7 0 STA. 126•/6.63 36.50' LT (SRk STA. 172.28.30. 48.50' RT 1571 ® STA. 24.12.50 20.50' Li FG ELEV.= 698.65: STA. 1 •80.38 16.50' RT BEGIN C TRUCT ION ENO 25`1 TA R STA. 130.83.51 16. LT STA. 132.18.09. 79.72' LT (SR END 25' RADIUS CENTER OF JO' RDIUS PT FG ELEV.= 6%.03 FG ELEV.= 694.52 " )A�LLEELEVATIONS FG BEGIN CONSTRUCTION FG ELEV.= 696.41 ® LT ARE FORM GR.pE 011 TOP OF EHEI ST ING4E FG ELEV.= 697.86: 16 132 70 LT PT FG ELEY.= 6%.8ELEV.21 FDAE EV•5 694. 6].00' SLD UNLESS NOTED OTHERWISE. TCH E%IST I IN eO CENTER OFSTA. IB 7.01538.88, S1 A. 21•]7.11. 20.50' Ri )MLN 1 O STA. 25.10.]9. IB.50' Li STA. 132.61.01..61.04' RT Sfl BACK aF SIDEWALK, CRITR.CiOR TO VERIFY TIE-IN ELEVATIONS. STA. 12 0.3 16.50' LT 6.0' O FG ELEV.= 695.22 IF ELEVATIONS ARE BGG) LT DIFFERENNOTIFY T SHOWN. LEV 6 8.03 ON REFER TO Y.OS SSTAL TA. 1]1.96.96, J9. ]2' (SR) STA. FGDELEV.pA695569 (9 00 LT 'NLD" iC EXISTING (V` 15 O 25' RADIUS FG ELEV.= 696.9]5TA. ® STA. 21.65.35. 20.50' RT (ML)= FGAELEV.'0694.413 TYPICAL TRANSVERSE JOINT SPACING IS I�'. STA. 1 0.64.17 ♦ 160.20.5]. 40.50 RT (SR) 25' RADIUS LT 14 GIN SIDEWALK DO 1 I STA. 131•]2.60. 18.50' LT 6N) BEGIN F4 ELEV: 695.69 BALK 6 SIDEWALK. F6 ELEV.= 6%.32 2 0 20 ���[ O E ZS' RADIUS ® 5TA, 21.10.0. Q. H' Li )MLk STA. 25-31.17, 52.58' LT FEET jEV.• 6%.91 5TA. I60.I3. 16. 15.58' Ri SRI © CENTER OF B' RADIUS ENO 25' RADIUS Ih PT EO ELEV.= 695.12 \ 14 FG ELEV.= 6%.16 PROJECT W. 091023 DESIGNED BY: S. 60VE115 NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--10-52 SKEET NO' PROJECT GATE: PM CHECKED Br: S. savFns 1`- Fo+h FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L 07 CD DATE. 2/2572012 6.1058 DRAWN BY: JOINTING, GEOMETRIC &STAKING LAYOUT CD FILE:%:\CR\IE\20D9\MIO23\CD\PIws\091023_LO7.tFt IOWA CITV, IOWA p0.5% N n "- 00+191 m� a c+.7 0 O d C N o (TYP.) v BT -1 h iv (TYP.1' p.5/ o C PCC`" (T1'P.l 1 I N CONSTANT CROSS SL �40 2.a2 .20.50 1.05 L 0 _} 1.05 CONSTANT CROSS SLOPE CROSS SLOPE *SEE L.18C & L.I9 FOR COMPLETE MIDAMERICAN\KIRKW00D ENTRANCE JOINTING. GECMETRIC & STAKING INFORMATION o �o. \t�tf5�tw tPNN CONSTANT Oo CROSS SLOPE\f tttOA �o, tPF7�' so �0. O CONSTANT CROSS SLOPE LOWER MUSCATINE ROAD r1 I CONSTANT CROSS SLOPE — CONSTANT CROSS SLOPE �C OO O O N tD N N a - L) -j L / Ip0 STA. 23.40.00 29.50' RT / ST 24.87.5'0 9 T 8 CENTER OF 5'.5' PCC / CE ER OF 5 K5 -- SIDEWALK PASSING AREA / / 51 WALK PA951 AREA �1,7-7 p 1z" ?"gi 0 20 F� 1 rvl PROJECT NO: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER PROJECT DATE: CHECKED BY: S. SOVERS Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 7/25/2012 6:00:19 PM DRAWN BY, FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD L O$ CAO FILO %:\CRVE\2009\091023\CAO\Plre\091021L0&sht IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT CoJ •04.26 REFER TO Y.05 I I I _ (TYP.) 1 Y . REFER TO V.05 MATCH EXISTING LOWER MUSCATINE ROAD KT -2 SIDEWALK - TYPE "C" JOINT 4' O.C. TYP. 1} PT FG ELEV: 693.80 ®STA. 27-70.50. 48.78' LT FG ELEV.= 694.636 ®STA. 28.54.88, 58.70' LT BEGIN CONSTRUCTION FG ELEV.- 694.66 MATCH EXISTING STA. 28.54.74 40.34' LT BEGIN 20' RADIUS FG ELEV.= 6%,OS ®STA. 28.34.)4. 40.50' LT CENTER OF 20' RADIUS �/2 PT FO ELEV.= 6%.% 6' SIDEWALK - TYPE 'C" JOINT 6' O.C. TYP. ®STA. 28.34.24. 20.50' LT END OF 20' RADIUS PT FG ELEV. 695.91 ® STA. 29.11.75. 20.50' LT BEGIN 20' RADIUS FG ELEV.= 696.25 ®STA. 29.11.75, 40.50' LT CENTER OF 20' RADIUS Y, PT FG ELEV. 696.19 ®STA. 28.91.83. 38.67' LT END 20' RADIUS FG ELEV.= 6%.13 STA. 28•%.02. 58.40' LT BEGIN CONSTRUCTION FG ELEV.= 694.58 MATCH EXISTING 41 STA. 29.26.83 20.50' RT BEGIN IS' RApIUS FG ELEV.= 6%.00 STA. 29•76.83. 35.50' RT CENTER OF 15' RADIUS 1/4 PT FG ELEV.= 6%.04 STA. 29.91.83. 35.50' RT ENO 15' RADIUS FG ELEV.= 696.22 B' SIDEWALK - TYPE 'C" JOINT S' O.C. TYP. m OSTA. 29.76.83, 35.50' RT CENTER OF 3RADIUS 5TA. 29.65.8 38.50' RT ENO CONSiRUL3.T ION FG ELEV.= 696.04 STA. 29.04.28. 38.50' Ri FG ELEV.= 696.53 0 STA. 28.22.72. 38.50' RT. BEGIN CONSTRUCTION FG ELEV.= 697.02 STA. 28.22.72, 59.00' RT BEGIN CONSTRUCTION FG ELEV.= 697.17 MATCH EXISTING STA. 2q-03 33 59.00' RT FG L V.= 9q6!73 MATCH EXISTING ®5TA. 29.94 .33 59.00' RT FG EL V: 6%.73 MATCH EXISTING STA. 29.94.33, 46.50' Ri FG ELEV.= 6%.43 MATCH EXISTING ®STA. 30.46.36 46.50' RT FG ELEV: 6%.28 ®ST 30.4).86 45.17' BY BE IN B' RAp1US FG ELEV.= 646.27 STA. 30.53.83. 39.86' BY CENTER OF 8' RADIUS Ij PT FG ELEV.= 696.23 ® STA. 70.4R7.86. 45.1)' RT BEGIN FG EIEY.= 6%.0%.OS ®STA. 30.45.83. 35.50' RT BEGIN 15 RADIUS FG ELEV.= 6%.% ®STA. 30.60.83, 35.50' RT CENTER OF 15' RADIUS Y2 PT FG ELEV. 6%.77 ®STA. 30.60.83, 20.50' RT ENO 15' RADIUS FG ELEV.- 695.58 0 20 F� NOTES: ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. NOTIFY ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SHOWN. TYPICAL TRANSVERSE "CO" JOINT SPACING 15 15 ®E ®m mm WE PROJECT N3: 091023 OESIGNED BY:4. SOVEPS PROJECT DATE. CHECKED BI S. SOVERs CAD DATE. 7/25/2012 6=00:20 PH OMWN BY: CAO FILE: _XPCR\IE\2009\0 I023\CAD\Plan\09I023109.6NP NO DATE STA. 26.69.301LOYER HNISCALINE ROA01 Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWACITY, IOWA BEGINTSIDEWALK TAPER RT © LT 1© ORT 693.06. MATCH EXISTING, FG ELEV.= STA. 151.%4 91?]]54 ($Rkl FGAELEVo=76%928.0.00' STA. 151•)0. 0 )DEFOREST AVENUE) END 25' RADIUS LOVER MUSCATINE ROAD 2 O STA. 26.38.00. 26.60' Ri ENO SIDEWALK TAPER 7 O STA. 150.59.49. 30.00' LT FG ELEV. 6%.27 STA. 26-R4.78, 28.00' Pi ® STA. 26.99.30. 49.80' LT 693.771 MATCH EXISTING. FG ELEV.= FG ELEV.= 696.406 89°57'22.44" 90°2'37.56" O STA. 26.31.)]. 20.50' RT IML)= O STA. 150•)3.95. 30.00' RT FG ELEV. 69).11. STA. 151.02.86. 30.00' RT 14 SIDEWALK STA. 2).05.53, 2).50' Ri ® ® STA. 26.%.80. 49.84' LT FG ELEV.= 693.]6. STA. 26.93.06 64.35' LT STA. 151.49.4]. 3).52' LT ISR, BEGIN 25' RADIUS FG ELEV.= 694.89 BEGIN SIDEWALK TAPER NTER OF 40' RADIUS FG ELEV: 596.971 0 45.50 RLT(6111 STA. 26.81.)7 45.50' Ri IMLit O LT 694.]66 ® 4 ® Pi F0 ELEV.= 693.196 1 FGRE EV•• 694.360.82' LT STA. 151.2.77, CENTER OF 25' RADIUS 1/ PT FG ELEV: 694.% PT FG ELEV.= 695.0) PT FG ELEV.w 695.01 S A. 151.24.51. 12.50' RT SRI BEGIN 25' RADIUS FG ELEV.= 6%.26 71 �GAE EV•21693.86.47 STA 2)•22.1). 72.15' LT MATCH EXISTING 50.86' ELEV.= STA. 1 LT MATCH FG ELEV.= 692.91. STA 26.567). 45.50' PT INL1= STA. IS 1021.5ELE,1518 ,4] .50 )SRI CENTER OF 25' RADIUS EXIST ING.)PG ELEV. 693.08. ® STA. 2)•39.09. 71.91' LT STA. 151.24.4), 12.50' LT (SNI DELEV 1/ 65DIUSLT 40' FG ELEV. 693.04: I V RA695513 PT FG EIEY.= 695.2) jj PT FG ELEV.= 695.2) CENTER OSA F RA7 1/T PT FG ELEV.= 693.06 ® 6TA 27•]8.80 51.)3' LT FG ELEV.= 694.30: O O O O O O I n CO 0' O N Q Nzr\ © ® ®N Nm DEFER Ii0 v.04 f7 t") CoJ •04.26 REFER TO Y.05 I I I _ (TYP.) 1 Y . REFER TO V.05 MATCH EXISTING LOWER MUSCATINE ROAD KT -2 SIDEWALK - TYPE "C" JOINT 4' O.C. TYP. 1} PT FG ELEV: 693.80 ®STA. 27-70.50. 48.78' LT FG ELEV.= 694.636 ®STA. 28.54.88, 58.70' LT BEGIN CONSTRUCTION FG ELEV.- 694.66 MATCH EXISTING STA. 28.54.74 40.34' LT BEGIN 20' RADIUS FG ELEV.= 6%,OS ®STA. 28.34.)4. 40.50' LT CENTER OF 20' RADIUS �/2 PT FO ELEV.= 6%.% 6' SIDEWALK - TYPE 'C" JOINT 6' O.C. TYP. ®STA. 28.34.24. 20.50' LT END OF 20' RADIUS PT FG ELEV. 695.91 ® STA. 29.11.75. 20.50' LT BEGIN 20' RADIUS FG ELEV.= 696.25 ®STA. 29.11.75, 40.50' LT CENTER OF 20' RADIUS Y, PT FG ELEV. 696.19 ®STA. 28.91.83. 38.67' LT END 20' RADIUS FG ELEV.= 6%.13 STA. 28•%.02. 58.40' LT BEGIN CONSTRUCTION FG ELEV.= 694.58 MATCH EXISTING 41 STA. 29.26.83 20.50' RT BEGIN IS' RApIUS FG ELEV.= 6%.00 STA. 29•76.83. 35.50' RT CENTER OF 15' RADIUS 1/4 PT FG ELEV.= 6%.04 STA. 29.91.83. 35.50' RT ENO 15' RADIUS FG ELEV.= 696.22 B' SIDEWALK - TYPE 'C" JOINT S' O.C. TYP. m OSTA. 29.76.83, 35.50' RT CENTER OF 3RADIUS 5TA. 29.65.8 38.50' RT ENO CONSiRUL3.T ION FG ELEV.= 696.04 STA. 29.04.28. 38.50' Ri FG ELEV.= 696.53 0 STA. 28.22.72. 38.50' RT. BEGIN CONSTRUCTION FG ELEV.= 697.02 STA. 28.22.72, 59.00' RT BEGIN CONSTRUCTION FG ELEV.= 697.17 MATCH EXISTING STA. 2q-03 33 59.00' RT FG L V.= 9q6!73 MATCH EXISTING ®5TA. 29.94 .33 59.00' RT FG EL V: 6%.73 MATCH EXISTING STA. 29.94.33, 46.50' Ri FG ELEV.= 6%.43 MATCH EXISTING ®STA. 30.46.36 46.50' RT FG ELEV: 6%.28 ®ST 30.4).86 45.17' BY BE IN B' RAp1US FG ELEV.= 646.27 STA. 30.53.83. 39.86' BY CENTER OF 8' RADIUS Ij PT FG ELEV.= 696.23 ® STA. 70.4R7.86. 45.1)' RT BEGIN FG EIEY.= 6%.0%.OS ®STA. 30.45.83. 35.50' RT BEGIN 15 RADIUS FG ELEV.= 6%.% ®STA. 30.60.83, 35.50' RT CENTER OF 15' RADIUS Y2 PT FG ELEV. 6%.77 ®STA. 30.60.83, 20.50' RT ENO 15' RADIUS FG ELEV.- 695.58 0 20 F� NOTES: ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. NOTIFY ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SHOWN. TYPICAL TRANSVERSE "CO" JOINT SPACING 15 15 ®E ®m mm WE PROJECT N3: 091023 OESIGNED BY:4. SOVEPS PROJECT DATE. CHECKED BI S. SOVERs CAD DATE. 7/25/2012 6=00:20 PH OMWN BY: CAO FILE: _XPCR\IE\2009\0 I023\CAD\Plan\09I023109.6NP NO DATE BY REVISION DESCRIPTIONSTP-U-3715(654)--70-52 Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWACITY, IOWA LOWER MUSCATINE ROAD JOINTING, GEOMETRIC & STAKING LAYOUT SHEET NO. L.09 O -'' O O O O Q + + + + + �,T g N N N E") o LOWER MUSCATINE ROAD ° ?� CONSTANT CROSS SLOPE CONSTANT CROSS SLOPE NI N N ((�� CONSTANT CROSS SLOPE of CONSTANT CROSS SLOPE •49.50.1) D•5X .0.5% NJI 1 ° o ° ° £6l N N O. Og O •10 222 ) + 91)4 I •`5 I J I STA. 148.12.00. 24.00' PT / /��5y0EEEEEEEEEE�T�TT 20 o F N I CENTER OF 5'.5' PCC F I SIDEWALK PASSING AREA IN Y M 2 D ti 22.2 I.BOZ 2 O 20 7777 r — — — — FEET Z m m m r ITT I m In I ti WW )50+00 N OZ + O STA. 149.82.50 21.00' RT CD CENTER OF 5'X5' PCC O O O < SIDEWALK PASSING AREA MATCHL INE SEE RIGHT PROJECT N0: 091023 DESIGNED BY: S. SBVERS NO DATE BY REV[Sim CESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET no. PROJECT DATE: CHECKED BY: S. SOVERS Fot� CAC DATE. 7/25/2012 B:DD¢2 PIN DRAWN BTi 41, /�VI►/ FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATI E RIC & L.10 CAO FILE: X:\CR\IE\2009\091023\CAO\Plans\091023110.eM1t V rown clrv, IOWA JOINTING, GEOMETRIC &STAKING LAYOUT STP. 1]I+9].19 16.50' RT BEGIN CONSTRUCTION FG ELEV.= 693.62 - MATCH EXISTING STA. 171.18.91. 24.50' LT BEGIN CONSTRUCTION FG ELEV.= 693.941MATCH EXISTING 169-42-40.06" 111 °9'51STA 1+ 7.4g 14. BE N CO TRUCTION STA. 17I.I8.gi ` 0; F E EV 693.221 BEGIN SIDEVAL M T H (STING ]] LF C PND GU T LONER MUSCAT N .5 T STA. I+22.85 LONER MUSCATINE ROAD) = ROAD F STA. 70+00.00 MALL ORIVEI x �� STA 1+ 0.55 14. 1 BE CO STRUCTION RO F EV 693.741 N N RO. I T H (ISTING c'J 77YPJ Y T 1.10.00 16.50' RT -_-N / +gg.77 EI :1 GAPER ( (>Yp TA 171.02.09 BE N SIDEWALK O O ♦ O O O .r STA. 32+38.83. 56.00' LT (") Ln (D I\ / BEGIN SIDEWAL M m (D STA. 34+9 . 55.50' RT (MLb M (h M STA. V0+79.45. A' RT (SR) -- 28q' 14 SEATER OF 35' RA01_- I O iF PT FG ELEV.= 693.19 i REFER 4 0 v.01 o \ h PT FG ELEV.= 693.60 _ I \ jl PT FG ELEV.= 693.71 Q 118 / p7.2' TO Y.04 O ♦ 77 \O 7 7j0 STA. 3 3.34.18 20.50' LTER P O t +O 1$ ♦ / FG ELEV'=T69a 21 IO it TAPER . J3•, v O.. ry7 9 ` N fJ "C" O.C. TVP. mo O 17t Y 7yPJk Y '�° 12:1 TAPER 8' SIDEWALK - TYPE JOINT 8' O I O m 13 LOWER MUSCATINE ROAD _ T o -- 8 (TYP.I (TYP.1 - V r i 15.0' 3.8' ' 12. _ 5.1' 4.6' 9' 15.0' 15.0' 15.0' 15.0' KT -2 (TYP.) I RI5.0' Y KT -2 IP.) (TYP. KT -2 (TrP. 15.0' 14.6' IT YP.) Y Tv . STA. 3 •70.83 L-2 (TYP.) - L-2 (TYP.) STA. 6.81.67 L-2 (TYP.) STA. 4.28.1 '^ o V in of KT- Ki -2 - g O 8 Y' O 6' SIDEWALK - TYPE "C" JOINT 6' O.C. TYP. I + O O IIA END 10:1 TAPER ® _I o+ g .3 I 1'AI61 23.30' RT 3 7 LT 4 8q. 53.76' END 35' RADIUS CSTAa ENTER BEGIN 10:1 TAPER © FL ELEV: 693.55 A 56.72' Li STA. 33.5].81 55.50' RT - fl _ _ _ cD STA 32+43.38, 56.00' LT 9 STA. 33+88.01, 37.81' RT 50 FGELEV.695.28 CENTER OF 35' RADIUS FG ELEV: 695.20 END 35' RADIUS MATCH EXISTING IIA PT FG ELEV. 694.07 I MATCH EXISTING BEGIN 6.2' RADIUS STA. 36+54.35. 66.59' LT FG ELEV.= 694AZ STA. 4 .Blaq3 58.06' RT FG ELEV.= 694.82 ® FG PT FG ELEV.= 694.23 I CENTERT OF 35' RADIUS O STA. 32+72.31. 56.00' Li RT CH EXISTING MATCH E%(STING FG ELEV.z 6q4.66 FG E 7 10 6 2' RADIUS I /H /� PT FG ELEV.= 693.89 MATCH EXISTING CENTER30F 'k STA. 36+79.97, 56.63' LT STA. 33+82.14. 59.02' RT 3( PT FG ELEV. 6g3.6q PT FG ELEV.= 695.30 © FG ELEV. 694.271 FG ELEV.= 695.48 I 3 O STA. 3414,181 17.53' LT (ML 1= CA 9 00' flT MATCH EXISTING MATCH EXISTING BEGIN '76 .DIU52] 50' ISA 0 ENO 6.2• RAp16S49.00' US 58.51' RT STA. 335' FG ELEV.= 693.97 FG ELEV.= 695.77 ® STA. 31.80.70. 31.50' RT RAD, BEGIN 35' RADIUS SIDEWALK FG 2 O 22 RT STA. 37.53.34. 35.29' RT MATCH EXIS INC STA. V0+ 10.32.662.50L1T(6N) FGAELEv��7695.520.05' ® BEGIN CURB AND GUTTER CENTER OF 35' RADIUS MATCH EXISTING 'A PT FG ELEV.= 693.97 FG ELEV.= 685.4% lh PT FG ELEV.= 693.91 STA. 34+98.68. 20.50' LT (ML F- ® flT (SRI 4339, RT �( PT FG ELEV: 693.88 STA. V0+16.63. 66.89' MATCH EXISTING. BEGIN 35' RADIUS FG ELEV.= 695.441 STA. 33+82.60. 25.34' LT MLI= FG ELEV.= 683.38 STA. 170+09.10. 16.68' Li ISR STA. 37.81.34, 35.37' RT 35'END RADIUS 11 ® 34+64.69. 616.q5' AND TER. BEGIN TAPER STA. 110+74.83,SlAa RT( SRI F40ELEVB 65. 5 - FG ELEV.= 693.86 END 35' RADIUS STA. 37.81.32. 13.87' RT BEGIN 10:1 TAPER ® EXISTING © 11TMATCH FG ELEV.= 693.82 STA. 170. 3].80.131o72LLT(MSRI FG ELEV.= 695.751 CENTER OF 13' RADIUS STA. 31+82.94 12.03' LT (ML h - STA. V0.61.35, 41.66' RT (SPI ri( 0 STA. 33.93.83 12.15' LT (ML)= SIDEWALK NOTES: STA. 170+30.22 39.51' LT (SR) SIDEWALK STA, 35.66.14. 65.43' LT ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. i 0 20 STA. 33.57.81, 20.50' RT 1 FG ELEV.= 6%.221 MATCH EXISTING CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. F, ET O BEGIN 35' RADIUS NOTIFY ENGINEER IF ELEVATIONS ARE 0 20 J L- =� FG ELEV.= 691.09 Q STA. 35+73.61, 62.65' LT DIFFERENT THAN SHOWN. FEET FG ELEV.= 696.16x \ MATCH EXISTING TYPICAL TRANSVERSE 'to" JOINT SPACING IS IS'. Na wTe ar REVISION DESCRIPTION STP -U-3715(654)-70-52 SWEET °. PROJECT N0, 091023 DESIGNED BY: S. SOVER6 LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT DATE: CHECKED BY: S. SOVERS Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L.11 CAD DATE. 772572012 6:00:23 PM DRANK BO JOINTING, GEOMETRIC &STAKING LAYOUT cw FILE: %e\CR\IE\20W\091023\CAO\Pbna\091023111.a6t IOWA CITY, IOWA o� J 00x1`/ 1 En M CONSTANT CROSS SLOPE c� N I CONSTANT CROSS SLOPE x' 00`20 02 O �- O i i1 i a 3Q �y 2 En M CONSTANT CROSS SLOPE c� N I CONSTANT CROSS SLOPE x' 00`20 02 - - \ LOWER MUSCATINE ROAD CONSTANT CROSS SLOPE c� N CONSTANT CROSS SLOPE 00+0002 O Op Opw0�2e2S1pd IIDII----��z'a F:.J PROJECT NO: 041023 DESIGNED BY: 5. SOVERS PO GATE RY REVISION DESCRIPTION / \ STP -U-3715(554)-70-52 SFFE I NO. PROJECT DATE: CC DATE. 2/25/2012 M0,24 PM cMECKEO ev: s, savERs . F0th LOWER MUSCATINE ROAD IMPROVEMENTS oRAUN er: FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD L.12 CAO PILE: x:\M\lE\2DDa\091023\CAD\PIen+\05mz3_uzm IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT N �- in I i i1 i 0 rn - - \ LOWER MUSCATINE ROAD CONSTANT CROSS SLOPE c� N CONSTANT CROSS SLOPE 00+0002 O Op Opw0�2e2S1pd IIDII----��z'a F:.J PROJECT NO: 041023 DESIGNED BY: 5. SOVERS PO GATE RY REVISION DESCRIPTION / \ STP -U-3715(554)-70-52 SFFE I NO. PROJECT DATE: CC DATE. 2/25/2012 M0,24 PM cMECKEO ev: s, savERs . F0th LOWER MUSCATINE ROAD IMPROVEMENTS oRAUN er: FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD L.12 CAO PILE: x:\M\lE\2DDa\091023\CAD\PIen+\05mz3_uzm IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT + OD M REFER TO Y/01 r� 30.)' STA. 183.06.78. 86.18' LT FG ELEV.= 6%.73* MATCH EXISTING STA. 182.99.03, 103.31' LT FG ELEV.= 691.821 MATCH EXISTING ®STA. 183.09.33. 112.63' LT FG ELEV.= 697.08t MATCH EXISTING ®STA. 182•95.91. 132.30' LT FG ELEV.= 6%.32t MATCH EXISTING ®STA. 182.85.73. 123.18' Li FG ELEV.= 696.901 MATCH EXISTING ©STA. 11-15.5% 81.71' RT (ML)= STA. 183+69.58. 22.50' RT (59) BEGIN 55' RADIUS FG ELEV-= 695.88 STA. 11.65.00 26.50' RT MLY- STA- 181.31.01. 73.83RT (SR) END 55' RADIUS BEGIN IOd TAPER FG ELEV: 691.69 ®STA. 1245.00. 20.50' Ri END 10:1 TAPER FG ELEV.= 695.10 © CEN 1 + 8. 5.30' RT ®STA IND 20. 65650RT MATCH E+ L V.=9 .70 BEGIN 2.5' CURB AMC GUTTER ® O STA. 38.00.37, 11.09' LT CENTER OF 5' RADIUS O STA. 38-02.20. 18.71' LT MATCH EXISTING O STA. 38.03.80. 52.77' LT MA TCM E%IST ING O STA. 38.31.19, 52.73' LT MATCH EXISTING O STA. 38.53.]), 11.91' LT MATCH EXISTING © STA. 38.52.83. 12.60' LT STA. 10.21.%. 8],81 LT OILY - STA. IBS -J0.%. 80.35' LT ISRI CENTER OF 0.91' RADIUS QSTA. 10.68.16. 69.16' Ri (MLp STA. 18]•86.92. 22.50' LT (5H) ENO 50' RADIUS FG ELEV, 695.11 QSTA. 183.07.18. 18.06' LT FG ELEV,= 696.71t MATCH EXISTING STA. 103+21.56. 19.31' LT FG ELEV: 6%.I7* MATCH EXISTING 11 STA. 183-19.56, 107.13' LT FG ELEV. 6%.%t MATCM EXISTING STA. 183+07.27. 105.68' LT FG ELEY: 69].001 NOTES: ALl ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. NOTIFY ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SHOWN. TYPICAL TRANSVERSE "CO" JOINT SPACING IS 15'. 5TATba LT 12G0ET STA. 11.89.11. 56.00' RT AMC GUTTER .7RMV.= 6%.8316%.831 STA. 183.02.89. 92.59' LT TA- 1 •61.9 7 . RT (a MA % L V. .201 STA. 18548.67. 22.50' STA- 11.81 31. 56.00' RT ® BEGIN 60' RADIUS 1 © ENO 5' RADIUS O STA. 38.00.37, 11.09' LT CENTER OF 5' RADIUS O STA. 38-02.20. 18.71' LT MATCH EXISTING O STA. 38.03.80. 52.77' LT MA TCM E%IST ING O STA. 38.31.19, 52.73' LT MATCH EXISTING O STA. 38.53.]), 11.91' LT MATCH EXISTING © STA. 38.52.83. 12.60' LT STA. 10.21.%. 8],81 LT OILY - STA. IBS -J0.%. 80.35' LT ISRI CENTER OF 0.91' RADIUS QSTA. 10.68.16. 69.16' Ri (MLp STA. 18]•86.92. 22.50' LT (5H) ENO 50' RADIUS FG ELEV, 695.11 QSTA. 183.07.18. 18.06' LT FG ELEV,= 696.71t MATCH EXISTING STA. 103+21.56. 19.31' LT FG ELEV: 6%.I7* MATCH EXISTING 11 STA. 183-19.56, 107.13' LT FG ELEV. 6%.%t MATCM EXISTING STA. 183+07.27. 105.68' LT FG ELEY: 69].001 NOTES: ALl ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. NOTIFY ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SHOWN. TYPICAL TRANSVERSE "CO" JOINT SPACING IS 15'. R , LT 12G0ET STA. 11.89.11. 56.00' RT AMC GUTTER CENTEROF 5RADIUS © STA. 183.02.89. 92.59' LT 8 O STA. 10•78.65 76.00' LT (ML)= CENTER OF 5' RADIUS O Q STA. 18548.67. 22.50' Li (SR STA. 183.055 88.511' LT IIi+G. I/] POINT FG ELEV.= 69).]0 BEGIN 60' RADIUS 1 © ENO 5' RADIUS + + 91 FO ELEV.= 693.60 RT FG ELEV.= 69].2]: O 0 STA. 1045.11 26.02' lI'll G ELEV: 19W2TI 1$ POINT FG ELEV.= 698.62 STA. 161-) .O. 68.%' 25.0- R TO ®1_J. 97RT E A U STA. Y2 POINT FG ELEV.= 696.63 12G0ET STA. 11.89.11. 56.00' RT AMC GUTTER M % N L V.=&qrW © TA. 1 • .9 13.50RT % GE'L V.=6 31 TA. 1 • .91 6).00' Ri 91 M X G ELEV.= 6 t Q )2.50' RT 411 DEFTERLwipFAOI US IIi+G. I/] POINT FG ELEV.= 69).]0 STA. 12-17.91, 87.00' RT TA 1 •9 91 50' RT % us -_ 91 h POINT F4 ELEV.= 699.20 RT 1% 9.11..112 0 0 STATtFFL VT- t PT F6 ELEV.= 693.70 PT FG ELEV.G 693.80 PT FG ELEV,= 693.68 CENTER OF 50' RADIUS I/1 PT FG ELEV: 691.13 Yz PT FG ELEV.= 691.53 3A PT FG ELEV.= 691.95 CENTER OF 10' RADIUS II STA. 4 12G0ET ' AMC GUTTER MAT STA. 12135.21 28.50' fit CENTER OF IS' RADIUS.Ri POINT FG ELEV.= 696.52 STA 12.1 91 6).00' RT END 15' RADIUS. FG ELEV. 695.87 3a 411 rW.4 IIi+G. GG EL STA. 12-17.91, 87.00' RT STA. 12.1 91 91.DD' Ri RT 1 MM TC1TCx1 CENTER OF42+52.q4. 5•RADIUS. r. G ELEV: 19W2TI 1$ POINT FG ELEV.= 698.62 PT F6 ELEV.= 693.70 PT FG ELEV.G 693.80 PT FG ELEV,= 693.68 CENTER OF 50' RADIUS I/1 PT FG ELEV: 691.13 Yz PT FG ELEV.= 691.53 3A PT FG ELEV.= 691.95 CENTER OF 10' RADIUS II STA. 12.35.21. 13.50' RT 32 LF 2.5' 1 BEGIN 15' RADIUS. FG ELEV.= 69].1] AMC GUTTER STP -U-3715(654)--70-52 STA. 12135.21 28.50' PROJECT GATE: CHECKED BY: B. 60VER5 PCADRO DATED vzsrzolz s�DDas PM DRAWN BY: CENTER OF IS' RADIUS.Ri POINT FG ELEV.= 696.52 Foth STA. 12.50.21. 28.50' RT FROM KIRKWOODAVENUET01STAVENUE END 15' RADIUS. FG ELEV. 695.87 1.15 LGUTTER CAD FILE: x:SCRUEr2OM\091023\CAD\Pi.:,.\GRI' u3..nL 11 STA. 12-17.91, 87.00' RT FG ELEV.= 699.06 RT CENTER OF42+52.q4. 5•RADIUS. 1$ POINT FG ELEV.= 698.62 STA. 12.68.91. ]1.50' RT \ CENTER OF 5' RADR15- y STA. 185.51.37 22.50' T BEGIN CONSTRUCTION FG ELEV.= 693.16: MATCH EXISTING STA. 185+5 36 BEGIN SIDE LK r ' _ Y YP, y0 IO Y9.S .. (T v- STA. 40.68.- 16.11' FIT FG ELEV.= 696.c MATCH EXISTING CENTER OF PT FG E h PT FG E 'A PT FGE CENTER OF F6 ELEV.= 696.881 IS LF 2, ' CURB MA CH EXISTING ANO WIT R 13' ®d 2.5' C AND GUTTERI CENTER OF 50' RADIUS PT FG ELEV.= 691.19 PT FG ELEV.= 693.98 PT FG ELEV, 693.71 O O + REFER TO 2.5' CURB AND GUTTER Q A. 12.73.91, 87.00' RT FG ELEV.= 699.15 STA. 12-80.91. 91.00' RT MATCH EXISTING. FG ELEV.= 699.72t ®1 STA. 12.80.91, 67.00' RT MATCH EXISTING FG ELEV: 699.12t ®STA. 12.75.21. 28.50' RT BEGIN IS' RADIUS ®STA, 11•]2.51 20.50' LT OILY- STA- 12 .)1,]1. 35.50' LT STA. IBI.BJ. )8.52' RT IS ® ENO IS' flAD1U5 BEGIN 50' RADIUS FG ELEV.= 6%.76 FG ELEV: 691.51 STA. 12.89.71. 35.50' LT ©STA. 11.23,15. ]8.30' LT (MLI- © CENTER OFCEN ER OF 1 STA. 185.38.09, 22.50' RT ISM V2 PT FG ELEV,= 6%.80 END 50' RADIUS STA. 12.89-71, 20.50' LT FG ELEV,= 693.53 0 BEGIN 15' RADIUS ®STA- 11•]3,55 ]0.50' LT (MLp FG ELEV-= 695.83 S A. 185.38.2], ]3.50' RT (SRI CENTER OF 11' RADIUS -SIDEWALK OSTA. 12-31.71. 20.50' LT END 15' RADIUS FG ELEV: 6%.21 ©STA. 42+34 71 35.50' LT CENTEfl IS' RAOIIIS 'k PT FG ELEV.= 695.39 ©STA. 12-19.71. 35.50' LT BEGIN 15' RADIUS FG ELEV.= 6%.56 -- STA. 12+19.71. 12.33' LT - J FG ELEV.= 6%.161 ) MATCH EXISTING ' ©STA. 12+71.71. 12.33' LT FG ELEV.= 6%.351 MATCH EXISTING I O 13' SIDEWALK SLOPE TRANSITION IMALONGITX LONGITUDINAL SLOPED ©STA. 12.90.21 28.50' RT 1CENTER OF 15' RADIUS. Ih POINT FG ELEV.= 696.98 ®STA. 12x90.21, 1150' RT END IS' RADIUS. FG ELEV.= 697.80 RT © MATCH EXISTING. FG ELEV.= 699.211 STA. 13.63.26. 101.23' AT MATCH EXISTING. FG ELEV.= )OOAI* ®STA. 11.12.08, 181.85' RT MATCH EXISTING. FG ELEV.= )00.131 ®STA. 11.13.19, 189.25' IT MATCH EXISTING. FG ELEV.= 700.801 ©STA. 11+58.77. 151.51' RT CENTER OF 5' RADIUS. ®STA. 11.60.10. 110.07' RT MATCH EXISTING. FG ELEV, 699.])* ®STA. 11.70.02. 110.99' RT MATCH EXISTING. FG ELEV.• 700.231 ®STA. 11•75.03. 158.91' RT MATCH EXISTING. FG ELEV.= 701.251 N LOWER MUSCATINE ROAD CURB AM GUTTER ©6 STA. 12-01.55, 113.%' RT MATCH EXISTING 128.91' R MATCH EXISTINGT ®1 STA. 12.01.83. 132.78' RT MATCH EXISTING 65 STA. 12-10.11, 125.67' RT MATCH EXISTING ®STA. 12.25.55, 131.01' RT MATCH EXISTING ®STA. 12+22.36, 111.91' RT MATCH EXISTING 0 20 F� PROJECT W. 091023 DESIGNED BY: S. SOVERS ND DATE Br REVISION OEDKRIPTIa LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET W. PROJECT GATE: CHECKED BY: B. 60VER5 PCADRO DATED vzsrzolz s�DDas PM DRAWN BY: I& Foth FROM KIRKWOODAVENUET01STAVENUE LOWER MUSCATINE ROAD L.13 CAD FILE: x:SCRUEr2OM\091023\CAD\Pi.:,.\GRI' u3..nL _ IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT ME, 4 �tL2c-• Q OC 2�` O 00+SO[ �\ o I L_ 0 V L O 0 i � • UPI FORM v a c INIFOPM o�CONSTANT CROSS SLOPE rv� RANSIiION o o TRANSITION �� 0 •,��'I- UNIFORM TRANSITION UNIFORM TRANSITION - CONSTANT CROSS SLOPE c O 0 0 O 1 O V 00+b8t } •)5 1 oz z_.oz O i O I D ;ONSTANT CROSS SLOPE LJ 0 O v R CROSS SLOPE 1 I, i WER MUSCATINE ROAD O 20 PROJECT NO: 091023 DESIGNED er: s. soyERs No DATE er REVISION DESCRIPTION STP -U-3715'654,-70-52 SNFF 110, PROJECT DATE: cNECKED RY: s. soyERs Roth LOWER MUSCATINE ROAD IMPROVEMENTS CAO CATE: )/252012 600,26 PM oRAwN 6r: FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD L.14 CAD FILE: x:vaslEv2009vO9ID2rCADVPi,w s\UI aza_ua.,ne IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT REFER TO Y.05 1BEI 0 0 .... -L. �. - ..ems FG FG ELEV.= O O f to REFER TO Y.05 15,1 TAPER 201 LF 2.5' CURB AND END 15:1 TAPER '- FG ELEV.= 6%.781 MATCH EXISTING S MATCH NOTES: ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. NOTIFY ENGINEER IF ELEVATIONS ARE DIFFERENT THAN SI . TYPICAL TRANSVERSE "CO" JOINT SPACING IS 15 FGA LEV.? 6%.69:�I8' LT MATCH EXISTING O STA. 11.31.33. 35.89' Li BEGIN IS RADIUS FG ELEV.= 646.72 O STA. 11.19.31. 35.50' LT CENTER OF IS' flA01U5 Ih PT FG ELEV. 696.61 O STA. 11.19.31. 20.50' LT END 15' RADIUS FG ELEV.= 696.56 O STA. 11•73.11, 20.50' LT BEGIN 15' RADIUS FG ELEV.= 696.29 © STA. 11.]3.11. 35.50' LT CENTER OF IS' RADIUS 44/2 PT FG ELEV.= 696.15 O STA. 11.58.11. 35.50' LT ENO 15' RADIUS FG ELEV: 696.60 STA. 11.58.11, 12.18' LT r_o BEGIN 10' RADIUS FG ELEV.= 696.37 r� STA. 11.68.11, 12.18' LT _7 CENTER OF 10' RADIUS 'T ° a mr STA. 11.68.11. 52.18' LT 1 ! ED 10 IRADUS FG ELEV.= 695.681 ©STA. 11.33.85. 51.18' Li _. 7 1 FG ELEV.= 695.511 MATCH EXISTING ©STA. 44.13.91 28.50' RT 1 CENTER OF 15' RADIUS FG ELEV. 697.77 STA. 11.28.91. 28.50' RT ENO IS' RADIUS. FG ELEV.= 69].00 11 STA. 11. IJ.91, 13.50' RT BEGIN IS RADIUS. FG ELEV.= 698.53 STA. 11.30.91 72.50' RT CENTER OF 3'RADIUS yt PT FG ELEV.= 700.00 STA. 11.22.91, 101.63' RT MATCH EXISTING. FG ELEV.= 701.351 QSTA. 11.30.91. 102.50' RT CENTEROF 3' RADIUS ye PT FG ELEV.= 701.0 STA. 11.36.91 101.73' RT MA CH EXISTING. FG ELEV.= 701.601 19 STA. 11.21.01. 111.]3' RT MATCH EXISTING, FG ELEV.= ]01.851 ®STA. 11.36.98. 111.75' RT MATCH EXISTING, FG ELEV.= 701.99- A 01.991 ©STA. 11.61.]1 101.92' RT MATCN EXI9TI.. FO ELEV= 701.971 ®STA. 11.63.91, 85.81' Ri FG ELEV.= 701.10 QSTA. 11.63.91. 28.50' RT BACK OF SIDEWALK. ELEV.= 5%.82 STA. 11.82.87. 20.50' RT BEGIN 15' RADIUS FG ELEV.= 696.21 STA. SIDEWALK CENTER OF 57 RADIUS FIT © END SIOEWALX MI Y, PT FG ELEV.= 696.56 ]6 MATA.CH EXISTING 3FG ELEV.= III © STA. 11.97.7] �33.15' RT E10IS RADIUS STA. 15.78.52. 32.31' LT FG ELEV.= 696.88 MATCH EXISTING. FG ELEV. VC511 STA. 11.93.77. 31.00' Ri ® 38 STA. 16.51.10, 25.26' LT CENTER OF 1' RADIUS MATCH EXISTING, FG ELEV.= 697.371 ®STA. 44+77.87. 38.00' flT MATCH EXISTING. FG ELEV.= 698.31. 39 STA. 16.71.10. 25.27' LT ®STA. 11•]].8]. 7).39' flT MATCH EXISTING. FG ELEV.= 697.131 MATCH EXISTING. FG ELEV.= 700.15. STA. 15.21.18. 68.81' RT MATCH II ISTIN6, F6 EAE 11. ]00.011 ©STA. 15.36.18. 68.79' RT 3 NATCH EXISTING. FG ELEV.= 699.72: \ © STA. 15.36.22. 77.28' RT 0�I EEEETT mMATCH EXISTING. FG ELEV.= 699.921 F STA. 15.21.02, 33.75' RT 31 BEGIN 15' RADIUS FG ELEV.= 696.85 PROJECT N0, 091023 DESIGIED BY, S. MOVERS NO 1 DATE BY PEVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET W. PROJECT DATE, CHECKED BY: S. SOVERS 7/2/2012 6,01 PH DRAWN BY: Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD L,15 CAD DATE. CAD FILE, X:\CR\IE\2009\091023\CAO\Plan\09IC23115.aHn IOWA CITY, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT I i / t / / O C� 0 / 0 + + + tN ON t r.y� t t/ C/) / r•1 -. J - STA. R TT 52.50' PT SRM 10 pLT( 0 - Q >2 STA. 00.52.50, STA. 100.99.0.'. 33.3) (SPI ENO 21' RADIUS = BEGIN 40' RAg1g5 IN 0 BEGIN 15' RADIUS apo STA. 203.08.32 21.50' LL FG = 688'22 FG ELEV. 688.81 J SIDEWALK STA. 02.94.09, 52.50' (SRM MIDAMERICAN N TW o T STA. ooszs0. 52.50'T (SRI 11 STA. 100.85.28. 2).50' LT (SRk .. _ o 6TA. 501.1).59. 21.00' RT (SRI KT -2 KT -2 „ a V2 FO ELEV. = 688.11 CENTER OF 15' RADIUS a S fi uF STA. 202.9).11 12.50' LT Ih FG ELEV. = 688.62 .4' 13.1' 13.1' J.1' 1' J. ' 12. ' BEGIN CONSTRUCTION - -Trp. 400+00 FL ELEV. = 68).56 22 Li O STA. - 100.33.98, 1].05' SRI STA. 100.85.28 12.50' LT fSRY- i o MATCH EXISTING ENO 40' RADIUS STA. 501.11.11 21.72' RT ISRI KT -2 - _ KT- u r . 6TA. 202.99.58 11.00' RT BEGIN CONSTRUCTION 1 1 FG ELEV. = 687.74 BEGIN i5' RADIUS FG ELEV. = 688.01 END 15' RADIUS FG ELEV. = 688.43 1 • - W HATCH EXISTING 12 LT (3 18.13431:2N: STA. 01. 9 12. ( = O h co KT- STA. 150 00.10.92. 30.34' LRT (SNI STA. 16.00' Li (SRI 00. 2 D. 52. 0' i ( (TYPA ITYP.I Ih STA. RT ISRI BEGIN 10' RADIUS REGI 40' O3 Q TA 202+98.9k 20.00' RT (SRh R OF 15' RADIUS CENTER IS' RADIUS FG ELEV. = 688.66 FG L V. 9.61 STA. 500.30. 6.00' LT (SP1 �� C if ADIU$ (i aa 1 FG ELEV. = 68)A4 E s} FG ELEV. = 688.12 STA. 202.85.59, JI Jf RT ISRM 1+ STA. IOIH 2.98 22.82' O ISRR 0 STA. 501•ID.BY 6.00' Li f5R) V, �yz O STA. 500.3).18. 6.00' RL ISRI ENO 10' RADIUS A. 4 •52. 52. 0 © ENO IS' RADIUS BEGIN 36' RADIUS O ENTER 40' AOIUS - BEGIN 40' RADIUS TO ELEV. = 688.83 PT F ELEV. 689.4 1 7 FG ELEV. = 688.23 t STA. 202.92.98 23.18' RT ($Rk PTF ELEV.. 689.1 STA. 202.45.50, 52.8)' RT ISRM- IS STA. 500.30.28. 6.00' Li (SRI Pi F ELEV. 688.9 STA. 500.58.30 6.00' LT © STA. 500.58.30. 50.00' Ri ISR) BEGIN 6' RADIUS BEGIN 56' RADIUS CENTER 0 RADIUS FG ELEV. 688.21 TA 2 2.29 5 T (SR)= O 8 FG ELEV. = 688.69 112 FG E EFV •= 688.38 CENTER OF 56' RADIUS 1/2 FG ELEV. =688.44 STA. 202.98.0) 11.00' RT (SRR STA. 500.24.90, 15.00' LT (SRI G ELE . = 6 )2 C3 q 11 x END 6' RADIUS Q I� STA. 500.82.17 6.00' LT STA. 202.89.50. 52.77' IT ISRM FG ELEV. = 687.77 •F END 36' RADIUS Oj SLA. 500.58.30. 6.00' LT ISRI IN Ih 1 FG ELEV. = 689.00 ENO 40' RADIUS 200•3547 3000 LT 1 00 FG ELEV. = 688.5) STA. Ih O STA. 500.82.47. 6.00' RT BEGIN 24' RADIUS / SOI FG ELEV. = 688.88 IT�,I IT YP 7 O N 1 11 STA. 501.65. 30.00' RT O _ QO O 9 CENTER OF.2024' RADIUS R W Ih FG ELEV. = 688.84 + _ CENTER OF 36' RADIUS STA. 401Q2.9) 22.50' LT (SRI= 1/4 FG ELEV. =688AZ STA 01 12. T STA. 501.31.11. 16.00' LT (SRI u2 FG ELEV. =689.01 BEG CO .21 ITN CENTER OF 10' RADIUS 8{ FG ELEV. =689.04 F V = 9 Ih FG ELEV. = 688.75 MAT ING STA. 4NSTRU 12.50' LT BEGIN CONSTRUCTION C FG ELEV. = 688.70�/ # MATCH EXISTING NOTES: ALL ELEVATIONS ARE FORM GRADE OR TOP OF o MIDAMERICAN/KIRKWOOD ENTRANCE SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. 0�I 2�I0 NOTIFY ENGINEER IF ELEVATIONS ARE F EEEE�r DIFFERENT THAN SHOWN. PROJECT NO; 091023 DESIGNER BY: G. COVERS NB DATE BY REV ISIBN DESCRIPTION - LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SIERT W. - - -- PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 7125 2 L2 6mDlze M4 DRAWN BY- Roth FROM KIRKWOOD AVENUE TO IST AVENUE MIDAMERICAN NORTH L.16 JOINTING,GEOMETRIC&STAKING LAYOUT CAD FILE: %:�cR4EX20U4Xo41o23XOADXP1:1.983z3-L I6.W,t roWA CITY, IOWA o, x a— n _ y_x _A —N—•—x� _ o ry 1 400+00 0 CONSTANT CROSS SLOPE o UNIFORM c CONSTANT CROS 0 TRANSITION ( I / / .¢ .24 O O O + + 0 N u O C N t i D_ ¢ 0 f 20+ i T U I+oO f STA. 202.08 19.0( CENTER OF O R w SIDEWALK PASSING 3 P ER O o J � MII)AhAr PI AAI AIiSiATH o, x a— n _ y_x _A —N—•—x� _ o ry 1 400+00 CONSTANT CROSS SLOPE o UNIFORM c CONSTANT CROS 0 TRANSITION ( CONSTANT CROSS SLOPE b _SIF, n TRANS. c—, CONSTANT CROSS SLOPE _ o ry 1 400+00 CONSTANT CROSS SLOPE o UNIFORM c CONSTANT CROS 0 TRANSITION ( ,� .12.5 .¢ .24 O 0 U_ u Lo i D_ ¢ 0 f 20+ T I+oO CD N c—, sy �T 1 S O�*O C) Q <O o MIDAMERICAN/KIRKWOOD ENTRANCE u 20 FEET 11J1u H0. 09[023 GESH,HEO 6r S. saysHs a0 oA:E Sr ::.� an c ==-_�H STP -U-3715(654)-70-52 SHEET Na PROJECT DATE: cHEceEO Rv s. sOVERs Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, 7/26/2012 6,00:29 PH DRANN en - - - FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAMERICAN NORTH L.17 CAO FILE: YACRAIEA2D09\O91D23ACADVPL,:.A09mza u7.:nn - l v IOWA CITY, JOINTING, GEOMETRIC &STAKING LAYOUT STA 1631 02 32.21' RT Q BEGIN 5' RADIUS 11 FG ELEV. = 6%.70 O STA. 163.31.02. 21.21' RT CENTER OF 5' RADIUS h FG ELEV. = 695.51 STA 163.26.02. 27.11' RT EIA 5' RADIUS BEGIN 15' RADIUS 1© FG ELEV. = 695.37 STA. 163.41.01. 27.50' RT 0 CENTER OF 15' RADIUS I/2 FG ELEV. = 695.06 O STA. 163.41.01, 12.50' RT O END I5' RADIUS F6 ELEV.. 691.75 © STA. 165.09.15, 27.71' RT CENTER OF 4' RADIUS FG ELEV. = 691.17 O STA. 165.06.67, 51.63' RT CENTER OF 5' RADIUS FG ELEV. = 692.21 O STA. 165.17.43, 66.80' RT 0 MATCH EXISTING FG ELEV. = 691.80 O STA. 24.98.84. 155.13' LT BEGIN CONSTRUCTION 0-181 STATION) FG ELEV. = 692.041 MATCH EXISTING STA. 25.00.14, 228.90' LT BEGIN CONSTRUCTION (LMR STATION) FG ELEV. = 690.18 -, MATCH EXISTING EXISTING I 8" STA. 165.20."1 0.01' LT BEGIN CONSTRUCTION FG ELEV. = 689.91t MATCH EXISTING STA. 165.19.08, 37.10' LT BEGIN 25' RADIUS FG ELEV.: 689.25 STA. 161.91.08. 37.50' LT CENTER OF 25' RADIUS I/ FG ELEV. 1 689.55 IYj FG ELEV. 1 684.85 jA FG ELEV. a 6901 06 STA. 161.94.08. 12.50' LT EIA 25RADIUS FG ELEV. = 6%.26 STA. 161.91.39, 12.50' LT BEGIN 15' RADIUS FG ELEV. = 690.31 STA. 164.91.39, 27.50' LT CENTER OF IS RADIUS V2 FG ELEV. a 690.51 STA.Ifi4*,,42, 26.92' LT END IS' RADIUS BEGIN 4' RADIUS FG ELEV. = 690.70 STA. 164.80.39, 22.08' LT CENTER OF 1' RADIUS V22 FG ELEV. 1 690.79 STA. 161.80.40. 31.08' LT END 4' RADIUS FG ELEV. = 690.87 :� PROJECt NO: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE, 2/25/2012 TIMM PM DRAWN BY: CAD FILE, X,\CR\IE\2009\091023\CAD\Plain\091023-L18.abt ®STA. 165.02.20 31.03' LT BEGIN SIDEWALK MATCH EXISTING STA. 161•)1.02. 5.47' LT BEGIN 30' RADIUS END 2' RADIUS FG ELEV. 2 6%.88 ®STA. 164-66 07, 11.40' LT IA E 30' RADIU6 BEGIN 2' RADIUS FG ELEV. a 690.88 ®STA. 161.69.67, 2.00' Li BEGIN 2' RADIUS FG ELEV. = 6%.98 STA. 164-54 11 2.00' LT EIA 29240 2 RA616S FG ELEV. = 691.25 ® ST.7 A. 161.575. 5.0 1.T EIA W' RADIUS BEGIN 2' RADIUS FG ELEV. = 691.21 ® STA161.62.]0. 11.10' LT BEGIN 50' AOIUS END 2' RADIUS FG ELEV. = 690.96 ® STA. 164.52.12 21.67' LT ENO 19240 AD1 BEGIN 15' RADIUS FG ELEV. = 691.27 ®STA. 164.48.20, 29.43' LT BEGIN 4' RADIUS ®STA. 161.18.19, 25.13' LT ® EN ER OF 1' RADIUS ALL ELEVATIONS ARE FORM GRADE OR TOP OF 27,50' LT ® NTER OF IS' RADIUS 'TWO I/2 FG ELEV. = 691.48 STA. 161.32.39, 12.50' LT ® END 15' RADIUS F� FG ELEV. = 691.69 163.18.00, 12.50' LT ®STA. BEGIN 168.25' RADIUS FG ELEV. = 695.00 160.71.59, 140.84' RT ®STA. CENTER OF 168.25' RADIUS IIA FG ELEV. = 695.11 LAYOUT V2 FO ELEV. = 6%.27 ®STA 3A FG ELEV. = 6%.40 STA. 161•)2.15. 22.]5' Li (SRF ®STA. STA, 220.35.92. 21.11' RT (SR) EIA 168.25' RADIUS ®STA. BEGIN 5' RADIUS FG ELEV. 695.51 ®STA 261.132.)0, 2],00' LT (SRF ®STA, STA. 220.]9.01, 1).50' RT (SRI CENTER OF 5' RADIUS A$ FG ELEV. = 694.74 I/2 FG ELEV. = 695.93 0 ®STA. 161.70.30. 31.11' LT (SR)= STA. 220.39.01. 12.50' RT (SR) END 5' RADIUS FG ELEV. = 693.97 ®STA. 220.61.23. 12.50' RT BEGIN 10' RADIUS FG ELEV. a 690.94 ®STA. 220.61 23 22.50' FIT CENTER OF 10 RA IUS '%2 FG ELEV.. 690.28 ®STA. 220•71.23, 22.19' RT ENO 10' RADIUS FG ELEV. = 689.61 STA. 220•73.72, 22.49' RT BEGIN CONSTRUCTION FG ELEV. = 689.57 MATCH EXISTING STA. 162.04.11, 32.%' LT 11 BEGIN CONSTRUCTION FG ELEV. = 689.53 MATCH EXISTING QSTA. 162.01. 32.62' Li BEGIN IS RADIUS WALL U.03) FG ELEV.. 69(1.92: MATCH EXISTING 8" STA. 162.12.51 11,00' LT LATER OF IS' RADIUS 14 FG ELEV. = 689.62 OSTA. 162.11.93. 29.01' LT END 15' RADIUS BEGIN 123' RADIUS FG ELEV. 2 689.70 STA. 160•78.94, 138.48' RT CENTER OF 173' RADIUS I/1 FG ELEV. = 688.50 IYj FG ELEV. = 688.30 jA FG ELEV. = 688.25 STA. 163.06.91 22.28' LT END 1 SEND 1 3 RADIUt FG ELEV. 2 08.35 FG ELEV. = 689.18* MATCH EXISTING FG ELEV. a 690.92* MATCH EXISTING MIDAMERICAN/KIRKW000 ENTRANCE ADIUS FLGELEVS IN 2'p690.68 1 STA. R OF OF 2.Sq. UI50' FIT CENTER 25' RADIUS STA, 163.44.87 32.24' RT Y/ FG ELEV. = 690.66 I FG ELEV. = 696.2) �/2 FG ELEV. FG ELEV. = 690.57 � RAMP _ STA. 163.44.72. 6 1` FG ELEV, = 6%.37 `SPLASH PAD FOR ROOF GRAIN \STA. 163.41,63, 81. FG ELEV. a 696A2 SLASH PAD FOR ROOF DRAIN STA. 163.44.43. 1i ML Foth 1.73 ®STA. 160.79.94. 12.50' FIT BEGIN 13).5' RADIUS FG ELEV.= 695.46 ®STA. 160.79.94. 150.00' RT CENTER OF 137.5' RADIUS 'IA FG ELEV.. 695.73 1/2 FG ELEV. = 695.68 �A FG ELEV. = 695.11 0 STA. 162.80.31. 12.50' FIT END 15' RADIUS FG ELEV. a 695.19 ®STA. 160.51.34, 14.85' RT FG ELEV.e 696.60t MATCH EXISTING 5 0 STA. 161.31.3] 22.00' Li FG ELEV.. 6%. 7t STA. 164.31.38. 24.16' LT FG ELEV. 1 690.19* MATCH EXISTING STA. 162.31.07, 54.25' LT FG ELEV. .667.70* MATCH EXISTING ®STA. 162.25.83. 37.56' LT FG ELEV. a 688.1]* MATCH EXISTING 162 STA. XV_ 11= a. 18.08' LT FG St ®STA. 160•71.34, 44.72' RT FG ELEV: 6%.60* MATCH EXISTING ®STA. 160•)1.2), 32.64' RT FG ELEV: 6%.54* MATCH EXISTING ®STA. 161.22.12. 27.19' RT FG ELEV.e 695.56* MATCH EXISTING ®STA. 160.74.00, 12.50' RT END 10:1 TAPER FG ELEV.e 695.43 STA. 161.26.93. 39.12' RT FG ELEV.= 6%.691 MATCH EXISTING ®STA. 161.63.56 25.59' RT FG ELEV.e 694.942 MATCH EXISTING LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA ®STA. 161•)1.66. 35.23' RT FG ELEV,= AP MATCH EXISTING ®STA. 161.82.58 28.69' RT 4 F6 EL V.= 695.01* MATCH EXISTING ®STA. 161.93.32. 38.13' FIT FG ELEV '1 695.22* MATCH EXISTING ®STA. 162-03 33 30.30' RT FO ELEV.-- 69 .08t MATCH EXISTING ®STA. 162.03.33. 3(1..70' RT FG ELEV.= 695.27* MATCH EXISTING ®STA. 162.22.80, 30.01' RT FG ELEV.e 694.86t MATCH EXISTING ®STA. 162.35,05. 36.25' IT FG ELE V * MATCH EXISTING ®STA. 162.41.32, 27.49' RT FG ELEV.= 694.65* MATCH EXISTING OSTA. 162.69.07. 36.58' FIT FG ELEV.= 695.21t MATCH EXISTING ® GTA. 162.13 .53 25.38' RT FG E L E V MATCH EXISTING ©STA. 162.07.41, 62.03' RT FG ELEV: 595.66t MATCH EXISTING 0 STA. 161.78.86, 76.60' RT FG ELEV.= 696.061 MATCH EXISTING ®STA. 161.16.38, 46.06' RT FG ELEV: 595.551 MATCH EXISTING ®STA. 160.71.39, 57.25' RT FG ELEV,e 6%.661 MATCH EXISTING ©STA. 160.71.54. 81.00' RT FG ELEV.= 6%.561 MATCH EXISTING ®STA. 161.07.98. 79.46' RT FG ELEV: 696.131 MATCH EXISTING ®STA. 161.22.46, 102.17' RT FG ELEV.= 696.01 MATCH EXISTING ®STA. 160.89.33, 104.49' RT FG ELEV.e 696.40t MATCH EXISTING STA. 161.21.71 138.36' RT FG ELEV.= 696.38* MATCH EXISTING ®STA. 160.52.14. 138.96' RT FG ELEV.e 696.41: MATCH EXISTING ®STA. 162.8].]0, 18.50' RT FG ELEV. , 694.94 STA. 162-98 61 30.06' FIT BEGINEGIN 4.25 FG ELEV. 2 695.22 ®STA. 162.92.80. 44.00' RT CENTER OF 4.25' FIADIUS '/2 FG ELEV. = 695.34 ®STA162.9B.61. 30.6' RT BEGIN IS' RADIUS FG ELEV. = 695.63 ®STA. 152.80.31 44.00' RT CENTER OF 15' RADIUS '/2 FG ELEV. = 695,41 ®STA. 163.48.38, 182.12' RT FG ELEV..261 MATCH EXISTING6%. ®STA. 164.11.21, 182.01' RT FG ELEV., 695.941 MATCH EXISTING ®STA. 164.11.14. 173.26' RT FG ELEV.= 695.901 MATCH EXISTING STA. i6J•18.13 11.00' RT ® NTER OF 4' ALL ELEVATIONS ARE FORM GRADE OR TOP OF I/2 FG ELEV. = 696.10 ®STA. 160.93.97, 62.50' RT CENTER OF 2' RADIUS '%2 FG ELEV. = 696.52 ® STA. 160-94 28 61.10' RT F� CEN ER OFF RADIUS I/2 FG ELEV, a 696.54 TYPICAL TRANSVERSE "CD" JOINT SPACING IS 15'. STA. 161.21.50, 63.15' RT FG ELEV.e 696.69 STA. 161.39.33 62.50' RT ® CEN ER OF�RAM S '/2 FG ELEV. = 695.79 LAYOUT 161.42.76, 78.50' RT ®STA FG ELEV.= 6%.03 162•71.98, 78.50' RT ®STA. FG ELEV.= 6%.27 162.75.69. 68.50' RT ®STA. CENTER OF 8' RADIUS 162.78.42 62,)0' RT ®STA CENTER OF 2' RADIUS STA. 162.79.25. 60.76' RT BEGIN 8' RADIUS END 2' RADIUS I/2 FG ELEV. = 695.93 STA. 162•90.23, 70.20' RT END 6' RADIUS '%2 FG ELEV. = 6%.31 STA. 162.77.85. 88.28' FIT CENTER OF 2' RADIUS 'IA FG ELEV. a 696.51 STA462.40.94. 81,31' RT FG . V. = 696.6] � ST��161�.65.10: 105.82']RT 696. , STA. 161.31.01.'116.64' RT FO ELEV. = 696:89--' STA.' 161.54.50. 131.56' RT CENTER OF 'A . '%2 FG, ELEV. = 696:43 STA. ISF•12.48. IB.95' FIT ®0 ELATE OF 2' RA IUS )/2 FG ELEV. = 696.40 STA. 162.08. �. FG EL V. 69 % STA. 163.21.27. 113.99' RT HI FOINT, FG ELEV, = 6%.I7 STA. 163.44.17. 113.94' RT FG ELEV. = 696.47 STA. 160.45.07. 42.39' RT FG ELEV. 2 696.20 160.55.77, 37.37' RT ®STA. 1 CENTER OF 5' RADIUS !<2 FG ELEV. = 6%.62 STA. 160.60.77, 18.50' RT FG ELEV. = 696.60 STA. 161.07.00, 18.50' RT FG ELEV. a 695.65 STA. 161.50.00, 18.50' RT FG LEV. = 694.91 STA. 161.67.40. 18.50' RT FG ELEV.. 694.81 STA. 162.11.33, 18.50' RT FG ELEV. = 694.54 STA. 162.52.50. 18.50' RT FG ELEV. = 694.31 STA, 163.38.80. 47.04' RT FG ELEV. = 696.31 STA. 163.38.82, 43.04' RT 0 FG ELEV. = 6%.31 STA. 163.24.09. 52.15' FIT FG ELEV. = 695.51 STA. 160.45.14. 81.29' RT FG ELEV. = 6%.53 NOTES, ALL ELEVATIONS ARE FORM GRADE OR TOP OF SLAB UNLESS NOTED OTHERWISE. CONTRACTOR TO VERIFY TIE-IN ELEVATIONS. NOTIFY ENGINEIF ELEVATIONS ARE EL E F� DIFFERENT THANN SIF TYPICAL TRANSVERSE "CD" JOINT SPACING IS 15'. STP -U-3716(654 70-52 SHEET NO. MIDAMERICAN-KIRKWOOD JOINTING, GEOMETRIC & STAKING LAYOUT L.18 r9r oo+r;r oo. %.9 i /\v�/° o� � MI�RICANiKIRKW00D P10 UNIFWlH x TflAN51 ilON v, ENTRANCE CONSTANT CROSS SA -OPE - UNIFORM o 40 T.Qi - ° — -- - g .20.50 lm .OSi I.OS% ° D �o F� LOWER MUSCATINE ROAD PROJECT N0: 091025 _ _ JFSI CrvEB BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS S`TP-U-3715(054�-70-52 SHEET W. PROJECT GATE: CNECKEO BY: S. s0VER5 7/25/2012 6:00,32 PM ORAVN Br: - Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE MIDAMERICAN-KIRKWOOD L.19 CAD DATE. CAD FILE: x:\M\1E\20o9\o9m25\CAD\Plem\09mz� u9.znv -- IOWA Cm, IOWA JOINTING, GEOMETRIC & STAKING LAYOUT STA. 202.21.6). 12].18' RT ® CENTER OF 1']RAOIUSI RT FO ELEV. : 690.)1 O STA. 202.08.61. 128.18' RT I/2 FL ELEV.: 690.99L TTTGC..7771L m CENTER OF 5' RADIUS STA 201.63.]1. 1).51' RT x I/2 FG ELEV. = 690.4 ® FG ELEV. = 690.88 O1 + ® STA. 202.16.07. 129.79' RT STA 201.80.66 1].51' RT FEET � Q \\ 0 30 FG ELEV. = 689.83 ® FG ELEV. = 690.07 O\ ® 'PA64429 8" RT © STA 202.00.]1. 1).51' RT 0 \ FG ELEV. = 689.66 ERICAN LOOP MIDAM�+ - - STA. 202.03.61. 113.53' Ri ENO 25' PAOIUS ® CENTER OF 5?RADIUS B' RT 00+EQZ #\\ FG ELEV. = 690.53 I/2 FG ELEV. = 689.99 ® STA. 201•78.61. 113.53' RT CENTER OF 25' RADIUS STA. 202.21.6). 3).18' RT ' IH FG ELEV. 690.96 ® FG ELEV. = 690.2) \ 1/2 FG ELEV. = 690.)) - 3/1 FG ELEV. = 690.62 ® STA. 202.03.65, 29.66' flT FG ELEV.: 690.01 CD STA. 225' RARA61. 166.53' RT 25' BEGIN DIUSSTA. 201.98.21. 37.15' FITFG ELEV. = 691.18 ® FG ELEV. = 690.11 O ® STA. 200.92.61, 168.53' RT ® STA. 201.80.65. 3).15' AT MIDAMERICAN YARD END 27' RADIUS F6 ELEV.: 690.16 Qx \ FG ELEV. = 693.76 5TA. 201.66.21. 3].15' AT ® STA. 200.92.62, 111.51' RT ® FG ELEV. = 690.90 vil+ CENTER OF 27' RADIUS f 1/1 FG ELEV. = 691.12 STA. 201-80.64. 55.51' RT 1/2 FG ELEV. = 691.Z9 ® FG ELEV. : 690.55 3/1 FG ELEV. = 691.06 STA. 201.]8.13. 61.01' RT ® STA. 200.65.61, 111.53' RT ® CENTER OF 2.5' RADIUS BEGIN 27' RADIUS 1/2 FG ELEV. 690.65 FG ELEV. = 691.13 6" PCC N STA. 201•]8.13. 85.03' RT ,SX O x STA. 200.61.61. 131.5]' RT ® CENTER OF 2.5' RADIUS ® CENTER TO 4' RADIUS 1/2 FG ELEV.: B90.79 TYP, m 0 FG ELEV. = 691.11 T- n BT-> IVT STA. 201.80.62. 101.51' Ri [][] + Z� Z TYP. j0 TYP. K _ STA. EV. 661. 127.53' RT ® FG ELEV. = 690.]8 r ,5X C 1• Z © FG ELEV. = 691.89 STA. 202+03.61. 120.68' FIT ^ P C STA. 200.4.61. 36.53' AT ® FG ELEV. = 690.12 X ^• TYP. TYP. Q 4 r. ® FG ELEV. = 691.4 BT-1 BT-1 G BT-I BT-1 U 5TA. 201•76.61. 111.71' RT .75 045 T-1 BT-1 ® STA. 200.61.51 32.53' FIT ® CENTER OF 1' RADIUS CENTER OF 1' AAp1U5 1/2 FG ELEV.: 690.95 \ mO FG ELEV. = 693.93 N p U Y `O CENTE R00F]1'6 RAOI4115 \ = 1 STA. 200+68.51, 17.51' RT �\ - -1-- _ ® FG ELEV. = 691.21 1/2 FG ELEV. = 691.13 \ /Q Q STA. 201.23.51. 17.51FIT \ +•yam L) ~ 6" PCC v STA. 201.80.60. 118.25' RT �C- N ® FG ELEV.: 692.51 © FG ELEV. = 691.01 \ '9� W CW C C C 5TA. 201.2).55. 31.51' RT C\ Y TYP. TYP, a TYP, TYP,) _ © CENTER OF 1' AAOIUS 5TA. 200.92.62. 111.51' RT \ '�i�r Q 8" PCC n 1/2 FG ELEV. = 692.08 ® CENTER OF 1' RADIus TO 7.5' 10.0 .5 9.5' 11.0' 11.0' 11.0' 11.0" 1 I.0' I l.0' 11.0' 11.0' 11.0" 11.0. 12.0- 112 F6 ELEV.: 693.66 \ STA. 201+31.55 27.06' RTin ® END 15' RADIUS 1 STA. 200.92.63, 111.52' RT \ '9 \ 6" PCC FG ELEV. = 691.89 © CENTER OF 1' RADIUS \ Y.SX N 1/2 FG ELEV. = 693.17 \ \ ® STA. 201.16.56. 12.50' FIT .� BEGIN I$' RADIUS STA. 200.91.15. 85.03' FIT FG ELEV.: 692.38 ® CENTER OF 2.5' RADIUS Y H- r ry O 1/2 FG ELEV. = 693.10 ® STP. 201.16.56 2].50' RT 2 ' .. o CENTEFI OF IS' RADIUS STA. 200+91.15. 61.01' Ri 00 9.754.75 ? - 112 FG ELEV. = 692.11 ® CENTER OF 2.5' RADIUS + 1/2 FG ELEV. = 693.26 - v11 ® CENTERO]O.5?RAOIU55 FIT 1 STA. 200•)1.01. 37.15 ' FIT O Q 6" PCC O F nI� 4 1 y d 1/2 FG ELEV. = 690.69 ® FG ELEV. = 693.76 O O ~ ti + + Ur i-i `. + y N ® END ISO IRAO� IUS, 12.50' RL © STA. 201.21.06. 37.15- FIT \�u t, C v C FG ELEV. = 692.25 x TYP. o TYP. N FG ELEV. = 690.28 Q 2 DO BT-1 d BT-1 ih STA. 20J.55.75, ADIU 26.80' Ri TYP �'+ TYP BEGIN IS' RADIUS FG ELEV. = 691.10 ® C .SX � C00 '^ry ^ (TYP.I TYP. .L1 6„ PCC o I I, O O 0 LOWER MUSCATINE ROAD U_ I I I I I 00+00Z I I I I 1 I I I O+ 9 4 I I I 1 I I 1 PROJECT N0: 091023 DESIGNED BY: S. 60VER5 NO DATE By REVISION DESCRIPTION STP-U-3715'6541-70-52 SHEET NO. Paa6cr DATE, CHECKED BY: S. sOVERS - Fot h LOWER MUSCATINE ROAD IMPROVEMENTS MIDAMERICAN-PARKING CAO DATE: 7/25/2012 640,31 PM DRAUN Br: _ --- -- FROM KIRKWOOD AVENUE TO 1ST AVENUE L•20 CAD FRE, XACR\IE\2009\041o23\CADAPl-\O910z3_Lzoanc - -- -_ IOWA CITY, IOWA JOINTING, GEOMETRIC 8 STAKING LAYOUT 1 NERAO. VERNON II W ZABI, 2 R.ORCOAT 0 BELL. 3 CHESTER M 0 O 5 H M 6 7 6 KIRKWOOD AVENUE A K K RKW A R H iF CHURCH OF CHRIST q HR T I o + I I 0111 O BECKER.tINOA L ®® II II O — I I IT I II R/u W (a ® / u ONE — I _ OKE an. ot;"f _ osD% —"L = —T11 G— - _ - I KIRKWO06 A EHUIE — — Sa — T1 _—= g— San _ — _ W a o G` so ' m so IOf —-— — _ — —_ __ G— R/ Oi$' - R -San . — T1 - -. R/W R/W 1 I m PROTECT EXISTING RETAINING WALL ® ® I sZZC ® h I \ 1'��7 • ^4 FIXSEN MICKEY B HENRY. BRADFORD V M HMA AM N AGUILA©MANUEL GRAUER DONALD E r yO - & JEANINE M SOTELO-HENRY. RITA & KIMBERLY A PHILBEGK. GEORGE K 8: MARY C & DELORES J ., Z N NOEWATEER MAINE INFO MATIONOVAL _ :FEET �'-y BEN Bim. IB"/: 7.5° HORIZONTAL I SHEETS R ER H SHEETS 0 F REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION I -S-54;., PROF IDLE OOR OE - EXISTING GROU D @ { ROADWAY Rqn P-2 - _ _ 1 -0.88% AcHn 132 LF'. S RUCTURE -2. SW-510 INTAK C 4.34,JL A. 1+42. 0. 15.50' RT. S P-318" FIRM GRADE ELEV.= 635.66 RCP 6 4C RCP FI: 0"UT= 6111.35 P-2 ELEV = 682.70 262 L = 892 BOTTOM WE 690.8 8'Y. IP STRUCTURE S-3. SO-507 IN AKE WATERMAIN STA. 3.34.00. 15.50' RT. rAn FL. IN 685.62 -2 FL. OUT 685.52 -3 S UCTURE -6, SW-541 W/ SW 42 INTA E - BOTTOM WELL= 68 .02 S 4+30.0. 15.50` RT. M F GRADE ELEV.= 6118.q7 F IN = 68 .97 P-5 F .OUT= 6 3.47 P-6 B TOM WEL = 682.97 O O) N n N r O OO !1 P N t0 N e t1 N P O n (D Q m N O O' m n t0 n P n N N P 1'f n N O N P M tp Wl N P e t1 t7 N N ^ O O O O O O' P O' O O O n n r r n O +25 t0 U) +50 +75 b tD N t0 tp tD tp t0 +75 _ tO.tD __ _ (O 3*00 +25 t0 t0 (0 lD t0 t0 l0 V) l0 ID 4+00 +25 +50 l0 l0 t0 +75 10 t0 5+00 -+00 +25 +50 +75 1+00 2+00 +25 +50 +50 +75 PROJECT Q. 091023 DESDIED BY: S. SOVERS NO DATE BY REW1104 DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(854)-70.52 SHEET NO' PROJECT DATE: CHECKED BY: S. SOVERS ��� FROM KIRKWOOD AVENUE TO AVENUE LOWER MUSCATINE ROAD M.01 c.o DATE: T/zs/zoa B:Dlna vH DRAWN 0Y: J. DEBOVER STORM SEWER AND SUBDRAIN LAYOUT CAO FILE: X:\CR\IE\2009\091023\CAO\Pla° \091023-MOI.At IOWA CITY, IOWA e THEHOUSING O GROUP LLC U) TAKTAKI$ VIL1. OTAR M 6 1D M R NTA 11 M R NTAL 2 13 WEHRLE, SARAH J \ MAJOR. CHRISTOPHER L MAHON Y. MI H A Q 14 FORAKER, THOMAS J & AMY JO Q WILLIAMS. + is FRANK �-Q `-'Q\ O Q O+ p ZID + L(1 + V) n p4LD- R/W R/W RYWHU_ i9 T - _ __ - TIWHu "� I ws 1 - -49 _ - - _ - - - \ LOWER MU ATI E' ROAD � - rW .W R/W R/W w - r WHU a w W /W I/W A ® - -R - a - O\s BLOCKULAR RETAINING (REFER TO USHEET WALL 07 ® ST QL. BIS DARYL DEA LAUTNER, CHAD W FIELD, HOWARD M MAXEY, STEPHEN A o c KRON. RONALD R Fj & LINDA S GLAS CROY, SUSAN MARIE BLOUNT, ERICA M & DARLENE J & ESTHER M .. / �j STA. 7«97.25. 12.92' LL TNS LLTAL�iPE-SUPPORT ABOVE FE TO D SHEETS FOR REMOVAL ND NATER MAIN INFORMATION 20 e FEET I " " SANITARY SEWER. ER S R 0 SHEETSA L REMOVAL INFORMATION IGH_OINFORMATION F695 695 STRUCTURE S-52. SW -4 ; 96"x96' MANHOL STA6+64.00, 13.00' L . RIM ELEV.= 6 7.28 EX STING OUND PROPOSED - FL. IN -= 679. 4 P-51 @' ROADWAY PROFIL GRADE FL. OUT= 678 94'P'-52 - 690 690 - BOT ON WELL 678.44 685 685 +cop/ P-6 24" CP :P:-45 #AKE 0.40'L 26 LF 0.89'/. : P 7--46" P'-49 48" RC 145 LF 0 .437... 5 LF.0 0: 680 680 STRUCTU E 5-50... 'Sal w/ sw-542 I TAKE: STA. 6«9 .00. 15. O`. RL 8" ExIST SAN.FORM 57RUCT RE 5-47. SW -541 0.1 W/ S -5 GR OE ELEV: 687.09 P-51 4E" RCP FL= 677.2 STA: 9 675 01.00. 1 .50' LT. FL. IN = 681.14 P 6 28 LF 8 600'% A 675 FL. W7: 680.74 P _ 50 - STRUCTURE S-19.:SW-40.72"x48' MANHOLE : FiN = 680.29 P-45 FL. IN 680.2 P-47 12.83': LT. STA. 8+47.00. FL. OU 7BL. - 680.27 P-47 STRUCTURE S-5 SW -541110D.1 W/ W 542-H FAKE : :RIM-. I:EV:= 681.83 : OTTO WELL-. 6 4.77 +98.00. 5.50' LT. 'STA:. : FL. '. N'= 680.(7 P-47 670 670 FORM GRADE EL V.= 687. 9 'FL. N = 682.2 P-48 Fl _ 679.4 P-49 L.. U = P-4 -I FL I = 680.5 P-50 BOTTOM WELL= 679.55 Fl- O Tc 68A'S - P-51. BOTT M -WELL=: 76.82 : 665 665 -- m 0 v N O aD tD 0 O DO 0... m O N n (N'1 N < t'1 N P r N 10 OD t0 OD O t7 O' DO ^ P N O Ib M ^ 00 fh n N N O N m n D3 1(1 U) V V V Q Ln Q l0 tD tD r n OD n Q ODP mP mP GOO' D'P PO PO m0' W? ODP ODD) OD QD nm I` co n W I` DO n W n DO n W nCD n 00 OOP tD O' OD OD (O O' ODP m W OD m OD W OD CD OD CO t0 W OO O7 W P OD O' DOW MIX) GOOD DOW WOO, GOOD DOW W lD WOO WOO t0 DO CD D3 OO m OD OD W W tp Nl0 Nl0 wO OOw blD wlD !O (D (O (D NUJ l0 l0 NO Nt0 l0 l0 l4 l0 wlD Nl0 ww wl0 WOO OJ l0 10w WOO l0 l0 lD l0 N 9+00 +25 +50 +75 IO+00 +25 +50 +75 11+00 5+00 +25 +50 +75 6+00 +25 +50 +75 7+00 +25 +50 +75 8+00 +25 +50 +75 PROJECT NO: 091023 DESIGNED BY: S. SOVERS NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-5775(854)-70.52 SHEET W. PROJECT DATE: CIECKEO BY: S. SOVERS Fot h FROM KIRKWOOIO AVENUE TO IST AVENUE LOWER MUSCATINE ROAD M.U2 CAD DATE: 2/25/2012 6:01.50 PM DRAWN BY: J. DEI30WER STORM SEWER AND SUBDRAIN LAYOUT CAO FILE: %:\CR\IE\2009\091023\CAO\Pl..\091023-MOZ.•M1t IOWA CITY, Q-6) S �{ + :lD — 3HO p -- R/u O O \ \ + O�-- v 1C' —ate SY A0®®V3 a TVFOT OAWSON. — - BEVERLY THOMAS ® J 0 M 0 + /w 0 PUTNEY, C7 C.) & SARA JEAN O + + —--————————— ——— — E ----- R/u -�—. – R/u o r \ O MARTIN- + �« iJ oTl RYAN A O + '+ --- -A?J D I R/u V G a O >, 0]� 0�4• LOWER MUSCATINE ROAD GI 28 \ � 1 a I arr r7 V -- -----------o o \ e SMALL- DOUGLAS W .`� O \ 1A. R/v Af \ •Sf ♦ J A LA GORDON -k . \�t$:� 0 pj STA. 13.17.00. 12.06' RT SANITARY SEWER. ER 0 0 SHE FOR REMOVAL NO WATER MAIN INFORMATION - HEET REMOVAL INFORMATION IGHT-OF-MAY INFORMATION _ - T STRUC URE S-3 , SW -541 00.1 W/ W-542 IN AK l STA. 6+64.50, 15.50' LT STR TURE S-4 . SW -40 , 72'.48" MANHOLE FORM RADE EL V.= 691. Aqc;ACII FL. 1 F 683. = 8 P-28 P-3 STA. 12+07.00 12.90' L RIM LEV.= 68 .63 . PROFILE GR OE FL.83.9 1 = 684. P-42 @ ROADW Y L. 0 BOT 70 = LL WELL= 83.47 FL. UT= 68 L P-.43. BOTT M WELL= 68 1.00 ARIZ P-32 2" RCP Q J.41JA -43 4 " RCP 90 LF a 0.40% 41 41 RCP 106 LF a 0.40 ARn z 1078 LF C 4 IID SOL Alln ST TIME 5-3 , SW -54111100.1 W/ SW -542 I4TAKE/ 15.50' L 691. . 3. STRl1CTUR S-41. S -541M00.1 W/ SW -542 INTAK STA. 15+77.00, FORM GRADE ELEV.= STRUCTURE S-45, W-541MOD 1 W/ SW -542 INTA E STA. 13-.00. 15. 0' LT. FL. .1 = 683.5 P-32 STA. T. V.= 690.13 FL. = 685.5 P-33 - FORM GR FL. IN = OE ELEV. 689.11 681.14 P 43 82.14 - 4 83.34 P- 0 L. _ BOTTOM WELL= - 82.66 FL. IN= 683.64 P 44 82.!2 P 4lFL. OUT= 681.12 P 45 LL= 681 2 BOTTOM ELL= 680 62 LL) !1 O' (pP l0 -� O to m O O Q t0 N n Q O P O a'O (O a' mP ma' tp U) AO t0 (O N f'1 CO C, 00P b t7 0O l0 m P Nl a' 0 mO' lD 1O O 00 PP l0 t0 t0 rl N 00 PO' AO n to Ill I'1 00 0'a' o7 tD a) O < O' 1p OO O P V P N t0 _ t0 +25 +50 An WT OD n N a0 N P t1 O O—NN P P a' PP O'P a0 t0t0 _ _ lD lD t0 l0 «75 14+00 +25 O O'D` t0 +50 m LLl m Q N Wl 1'1 to Y n PO' PO' a'P tD_ _ tD t0 t0 tD t0 t0 _ _ +75 -15+00 +25 - O lam V _ l0 +50 0- lD m n t0 ID D' W l0 t0 O t0 AD c lO O t0 V) f7 N N NN tD ID t0 Wl M t1 N Q N l0 11+00 +25 +50 +15 12+00 +25 +50 +75 13+00 +75 16+00 +25 +50 +75 17+00 P ECT 40, 041023 OES16RE0 BY, S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SWET W. PRD3Ecr DATE: CHECKED BY: S. SOVERS CAD DATE. 7/5/2012 6101,52 PN DRANK BY: T DEBONER CAD FILE: XAM\IE\2009`091023\CAO\Plem\091023J90].aAt Foth FROM KIRKW000 AVENUE TO 1ST AVENUE IOWA CITY, IOWA LOWER MUSCATINE STORM SEWER AND ROAD SUBORAIN LAYOUT M,0'3 U9 ROURKE. HESTER CD F \S O A A N R •I !D-d- KW + � \\\ +O \\ o 0+79.94 - O+I .^--, N / / N 777 /-1 b N IE i / \\\\ \��\d4d ---- -y \ - -- --- --O {\}\--�� o d r -I A Y fl/Y - - TT- -- - - ---->-- - - - - - -LOWER _�--- a - _-- ---- - - - - -_-TI - ® SCATINE R 0O 3 \ \\ - - o \ - -W - s _ \ \ Y • �\ MODULAR BLOCK ETAINI WALL (REFER TO U S ET$) 0 ,Sr J o \ O d C;J O / O o - o sa e\\�- / 4 V T q © O ® \ IA AH \ N CITY OF IOWA CITY + FE 0 SHEETS FOR REMOVAL NO WATER MAIN INFORMATION ����Qjjj,,,/ �O z0 FLy Ei! J --' EFER TO ISH0 SHEETS FOR / \ EMOVAL INFORMATION IGHT-OF-WAY INFORMATION 7m 7nK STRUCTURE 5-22. SW -401. O" DIA. MANHOLE STA. 2 +31.00.-7 .50' RT. STR TURE S- 7. SW -50 INTAKE EL V.=. 694.4 3+00.76 45. ' T. STRUCTURE S-28. SW -541M .2 W/ S 542 INTAKE FIM TA. STA. 17 75.25. 15.85' LT. ROPOSE FL. OU 686.48 -22 FL. A T= 691. - 6 P-67 FORM ABE ELEV = 692.41 ROFILE GRADE BOTTOM WELL= 6E5.98 BOTI M WELL= 690.76 FL. IN 684.63 -27 A1.05% FL. OUT 684.53 -28 - 0.50% rqr BOTTOM WELL=. 68 .03 EX $TING G OUND +0.50-% rqn e ROADW Y P-22 36' RCP P- 4. 36" PCP 78 LF a0.50% 69 LF f .51 '/. ARR "dial -F421111 0% STRUC URE 5-2 . SW -541 00.2 W/ W-542 INTAKE STRUCT RE 5-N, SW -541M 0.1 W/ SW -542 INT KE STA. 7+75.25 15.85' RT + ' RT. A FORM SRAUE L V.= 692.41 FORM G ABE ELE .= 693.66 FL. 1 = 685.1: P-24 FL. IN =686. 13 -22 FL. 1 = 685.9 P-26 FL. IN: = 689.32 -23 -- FL. 0 T= 684.7 P-27 L. GU = 686.03 P-24 SOTTO WELL= 84.24 BOTTOM WELL= 615.53 0 tD O 1'1 WY W O WY n n O` I[f -` m P O w (7 v v (0 tp n n O' GO -� !f N Q N t0 v lD n 0 O` -' N m ILL N n m O O f'1 N N O m (O O UO OD P GD m n n tD t[) U) v V7 NN NN NN NN Nm NN vi In mm V;m n v mI v v v v vv no no 00 NN 10N (ON 00 0n NN no no SP PP O'O' O`P P0` O' 0` O'P PP ff 0` P P P O'O` RO' T P O'P PQ CP PO` t0 l0 N l0 N t0 0) l0 t0 O l0 N ww l0 N l0 tp l0 b l0 <D !O (D l0 t0 lD _ t0 --;50 t0 _ tD - +75 t0 t0 l0 t0 t0 21;00 +25 t0 +50 l0 {O lO tD l0 tG lO l0 l0 l0 l0 lD 17+00 +25 +50 +75 18+00 +25 +50 +15 19*00 +25 +50 _ +75 20+00 +25 +75 22+00 +25 +50 +15 23+00 PflOJELi H0� 091023 DESIGNED BY, S. ]OVER$ NO MTE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(854-70-52 STEEL N0. PROJEci DATE, CHECKED BY: S. SOVERS �� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD M.04 CAD 04re� nzs/zalz 6NIi5A PN DRAWN BY. J. DEBOYER STORM SEWER AND SUBDRAIN LAYOUT CAD PIIE, %.\CII\[E\2009\09IOt]\CAO\Plano\091023.MOLaNi IOWA CITY, IOWA 0 0 0 0 0 0 0 + + P, kr ao NN a 2 U ww of LLW W>z-z I " R/ry R/W _-- - — - — - — - — - — - — -—sc.5.—t _ ^ _ s- - — - — - — - — - — - — si - WNW wuwmJIIII - o I i — - — - — - — - — - — " — _ — - _ - — - _ - - - - - - SYCAMORE STREET - 3H0 3HO 3HO 3R0 —v 3H0 3W -- _ _ 3N H R/W RDW R/W R/W DI TF c P c7 ko EFER TO D SHEETS FOR REMOVAL 0 20 „_ ND WATER MAIN INFORMATION - Z F��T' REFER TO I SHEETS FOR H SHEETS FOR I REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION ST UCTIXRE -13, SW- 10 INTAK . 127+75 00: 16.5 ' LT. EXIST NG GRO ND ST 0 4_ DAD FO M GRADE ELEV.= 7 0.04 705 F N = 69 .80 P - II 705 FL = 9 .70 P-12 FL OUT= 69 .70 P-13 80 TOM WELL= 694.20 700 - _ =41 700 IB" RCPAL I f _ - - -P-II =� 30" RIP 228 LF 0 1.25% 695 TRUCTUR S -IO, S -211 COL AR 695 TA. 125+ 7.00. 18 31' LT. STRUC URE S-11 SW -510 INTAKE L. IN = I IELD VER FY EXIST NO STA. 125+ 39.00. 16.50' L . - L. OUT= 98.44 P- 0 P-10 18" RC FORM RADE 'EL .= 702.9 P-13 R 30" CP 690 8 L 0 1.117. FL. IN FL. IN = 698.65 = 698.05 P-8 P-9 225 L 0 0.781 69D L. IN z"46-1 -I FL. 0 T= 697.6- I 1 BOTTOM. WELL=. 7.15 685 685 680 680 675 675 P n tp Y To (7 O O O O O O O O O OO O O n *15 O r_ 0 n O r n n n n n n n n n n +50 125+00 +25 +50 +75 126+00 +25 *50 +75 127+00 +25 +50 +75 128+00 PROJECT W. MR023 DESIGNED BY: S. SOVERS ND DIRE Br REVISI M DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(864)-70-52 SHEET MD' PROJECT DATE: CHECKED BY. S. SOVERS �0�� FROM KIRKWOOD AVENUE TO 1ST AVENUE SYCAMORE STREET M,�5 CAD DATE: 7125/2012 6:01,56 PM DRAWN BY; J. DEBOWER /`\�V/:}/ STORM SEWER AND SUBDRAIN LAYOUT LAD FILE: K:\CRVE\2009\091023\CAD\Plein\091D23_MOS.aM V IOWACm, IOWA 4 _ T H V/#/ o O O O p. F1�--IBJ » cc N N M M os on Y / o I 9 p / 1 p - --O N R/W R/V -- - H YY �n �CSLS)� So 4*1 c _ R CY OF IOWA IT CITY EFER TO D SHEl 20 ND WATER MAINa FEET Z �. REFER D I SHEE S FOR RE H H REMOVAL INFORMATION RIGHT-OF-WAY IN U E 5. 21 1, DIA. M NHOLE 705 STA3CT 705 3.50' RIM L , FL. IN = 689.87 1 -18 ROPOSE EXVTIN GROUNDFL. IN 690.87 -20 ROFILE GRADE @ ROAD FL. OUT: 689.47 -21- 700 BOTTOM WELL= 6807 700 -0.757 9 695 695 - P- 16 30' RCP 55 LF 0.1,03% P -I8 30' RCP 690 6i. LF 0 .07Y : .z 690 STR CTURE S-16. SW -510 INTAKE : 84 LF 0 3.44'/. 0 STA 130-08.010, 16.50' LT. FOR GRADE ELEV.= 69 FL. IN = 6q2.93 P-13 .15 STRUCTURE S- S. SW -513 INTAKE ELEV.= 586.18 8"0 DI 685 FL. N = 693 3 P-14 T. 1 685 STA +68.0 8. L. N= 3.83 -15FORI A EV.= 6 4 FL. OUT= 692 83 P-16 FL. IN = 691.3 P - I6 BOT rom WELL 692.33. FL.. IN = 692.3 P-17 STR TURE S 22. SW -4(( 1. 60" DIA. MANHO E - FL. UT= 691.13 P-18 STA 20-31.0). 17.50" T. 680 BOTTOM WELL 690.63 R M V = 49 680 FL. IN _ 686 8 P-21 FL. OUT= 686.48 FI ".BOT OM WELL 685:98 675 675 p P O O N O P UJ < O' Ifl N U) P N < N N O N t` m N :J) n N N 1L1 O O O O P P O' C' (O DD 0D cD W m OO w I\ I` 1` 1` tD n 10 h N n t0 O O O O P O' 4' O' P Q' P Q' P O' P O' O' P P O' O' P DO P P O' n 1` n n t0 AO 1p t0 AD t0 AD tD O t0 VO U) t0 tD AO w U3 (O t0 10 t0 t0 cD +75 128+00 +25 +50 +75 129+00 +25 +50 +75 130+00 +25 +50 +75 131+00 +25 +50 +75 132+00 +25 +50 PR0.1ECi N0: 0,023 OESIGNEa BY: B. ROVERS NO DATE BY AEYISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516541--70-52 s�ET W. PROJECT DATE: 7/25/2012 CHECKED BY: B. 60VER8 ♦ ��� FROM KIRKWOOO AVENUE TO IST AVENUE SYCAMORE STREET M.OB CND DATE: 6:0159 PM DRAWN BY: J. DEBOWER STORM SEWER AND SUBDRAIN LAYOUT CAO FILE: K:\CR\IE\2009\091023\LA0\Plena\091023_MO6ahi KNYA CITY, IOWA O MAJOR. CHRISTOPHER L RI - IId \ / W \ INSTAIIAREVETT ISP 0t f HE O0 12 \ �f} WEHRLE, SARAH J MAHONEY, MICHEAL J U r^1 MNI I � \ I = - I - 0 M RENTALS I ry \ o o WINE \ ------ �-------------------� I to M RENTALS I - STRUCTURE 5-55. SW -512, 24" DIA. INTAKE W/TYPE 38 CASTING TO D SHEETS FOR REMOVAL ��/ 0�- STA. 1001+22.50, 15.0' LT. �ER ND WATER MAIN INFORMATION F� RIM ELEV.= 680.20 "TTG^Y6K ,K\/77«)` =��zp FL. IN = 677.80 P-55 SHEETS SHEETS FOR FOR F R TO H BOTTOM WELL= 677.30 EMOVAL INFORMATION RIGHT-OF-WAY INFORMATION STRUCTUR S-57, SO -401. 103" DIA. M NHOLE LOWER MUS ATI E ROAD STA. 100 +50.00. .00' RT. RIM ELEV = 681.40 L. INT= 76.12 P- 4 690 690 FL. BOTTOM ELL= 675,37 STRUCTURE S-56. (73"X45") x 15" TEE @XS UND. PIPEGR STA. 1001-22.50, 0.00' RT. FL. N = 677.6q FL. EE = 67E.32 PR POS D GROUND 685 a PI E685 x 8 LF 0 0.31% 680123 680 -54 73. "x45.0" CAP P-52 65.0"x40. " RCAF 1 LF 0.30'% O.. -53 2- 1.0"x31.3' RCAP 1 6 LF 675 675 STRUCT RE 5-52. SW -403. 96"x96" ANHOLE 64.00. S .00' LT. STA. 6 S RUCTURE -53. SW- 03. 141",48" MA { - RIM EL V.= 687.;S S RUCTURE S-54. SW 403. 141'x1U8" MA E FL. IN 679.04 P-51 670 S A. 1003+ 0.00. O.CO' RT. RT. 670 STRUCTURE S-58. 73"x4 " FLARE END SECTION A,1101+148.74.7' - FL. OU 678.94 P-52 STA 1000+29 57, 1.74' LT. M ELEV.= F IN = 6 32 P-5 W LL= FL. WT= 676 04 F IN= 6 6.43 P-5 F OUT`- 6 7.22 P-5 - (ENE OF APRO I F . 0117=...6.6.39 P -5I BOTTOM WELL= 676.4 B)TTOM. WELL= 675.6 665 665 - 660 660 m NO NO NO NO ND' NP NO NO O D3- r7N Nt7 < N m T' ILD m m m m m m m m m m m tom m D3 m m m m n m m m m n m m m m m m m m m DO m m m +25 m m m mc0 m +50 +75 m m m m m m m m m to m tO m m m m m _ _ +25 +50 +75 1001+00 +25 +50 +75 1002+00 1003+00 +25 +50 +75 1004+00 +25 X50 PROJECT NO: 091023 DESIGNED BY: S. SOVERS WD DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SMiT �' PROJECT GATE: CHECREO BY: 5. SOVERS �O`� rr`` FROM KIRKW000 AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD STORM SEWER OUTLET M.07 ceo DATE, 7/25/2012 6:0 L59 PM CRAVN BY, J. OEBOMER STORM SEWER AND SUBDRAIN LAYOUT CAD FILE: x:\CR\IE\20N\D91023\CAD\Pie"=AWmy_Nm.,ne IOWA CITY, IOWA Q) z zl Q CI KIRKWOOD O KIRKWOOD I OI KIRKWOOD O C3 KIRKWOOD COMMUNITY COLLEkE O OCOMMUNITY COLLEGE O COMMUNITY COLLEGE • O COMMUNITY COLLEGE O O O + + +1 + + + I cr ----nr------------ _ N - i �/ s nir / + I x RN R/W R/W R/W R/W _ -- - _ Q _ -_ - - - - __ _ _ _ _ _ _ - _ _ m _ _UH -oW - _ _ _ _ - - - _ _ _ - - _ _ T 1 - _ _ _ _ _ _ _ _ _ - _ T 1 - _ - - - _ - - - - T'd.g 1' _ t.5. _ - _ W _ 40 _ ° - _ - _ W - LOWER MUSCATINE ROAD ? �� , i a 0 / a 1 ottE It e d. 0 / O_ QEE -OHE - _ OHE _ p ®- _ - - G- - - -ArY y o C / 7 _ 8 IF ul / � I T LENL JOHN E & JANICE K SHULTL ELLIS RODNEY SHDLTZ. JAY ❑ I RARICK. NORMA J T ,�? - /'. -'• is .. EFER TO 0 SHEETS FOR REMOVAL j t 20; NO WATER MAIN INFORMATION I0 T (jT�[)\ 1..1IT $ 9 TO I SH FOR SHEET VEFER EMOVAL INFORMATION RIGHT-OF-WAY INFORMATION - O STRUCTURE S-67. SW-509 INTAKE STA. 3+00.76. 45.00' LT y FL. OUT- 691.2 P-67 BOTTOI WELL= jjqO.76 - - STRUCTU 5-64, -401. 0" CIA. MANIHOLE 00' RT. STRUCTURE S-68, SW 510 INTAKE STA. 26-54.78. i9 A «4 M ELEV,z F M GRACE ELEV.= 694.87 PR OSEO FL. IN = 690.50 P 61 F­ IN = 6-10.58 P-6 FL. IN = 690.30 P 63 F OUT= 6 0.48 P-6 PR ILE GR DE FL. OUT 689.90.P 61 E1 TOU WE L= 689.9 BOTTOM: ELL= 689 40 0.507. Ag 0.50% X STING GROUND- ROUNDROA ROADWAY WAY -69 1 " PCP 137 F ELEV.= 687.87 P-67 IS" RCP P-6 15" RCP 35 LF 0 1.66'/. 6"/ DIP -I P-64 24" RCP 55 -F 0 0.5]/. WATER M N 28 L 0 0.50% STRU TURE 5- 1. SW-54 INTAKE­ 27-14 ' AAl STRU TURE S-(9. SW-54 W/ SW-5142 INTAK STA STA, 23-46.00 20.50' S UCTURE -70.. SW- 41 W/ S -542 INTAKE ST TURE S-6 SV-541 W/ SW-5 2 INTAKE FOR GRADE E V.= 695 0 FDR GRADE E EV,=68 5 SIA. FL. FL-( FL-. N 690. T= 690. B P-60 8 P-61 24«87. 20.50 RT. STA, 6+23.00. 20.50' R FL. N = 690. O W-'6 'F M GRADE ELEV.=.6 4.22 FORM GRADE EC V.= 694:5 WELL: 690.28 FL. UT=. 690. OP-69 F IN = 68 .00 P-66 FL. 1 = 689.7 P:-64'. Agn8011 M WELL= 689.70 F . N 8. P-69 FL. I_P-65 sAn . OUT= 6 8:90 - FL. 0 IT= 689.6 P-66 675 BOTTOM MEL = 688.40 8OTT M WELL= 89.16 N_ - YN lqN N!7 PN O3O rO' tD O' l0 O' n N 9u Oto tet` Nn t7O WlO IDN nm YA P O< 10 NR 11 U) Wl tO t0r Wf N 00 Wl Ill Wl Ill f N V N V< V V v V Y Q Y Q WY V N V Wl V Wl ID Wl N U1 N Wl N WY N t0 0 t0 N N 0 t0 N t0 N t0 N P C' P O' P P O' D' O' O' O' P O' O' O' P O' O' O' P O' O' P D' P P V P O' O' P Cr P P P 0' O' P O' O' P O' O' P O' Q' P �' P 0` t0 N 10 N 10 t0 N t0 tp 10 10 10 U) t0 ID 10 AO t0 t0 t0 AO w 10 c tD tD b t0 _ tD 10 t0 10 t0 t0 t0 t0 O t0 O t0 10 t0 10 e0 O t0 t0 23+00 +25 +50 +15 24+00 +25 +50 +75 25+00 +25 +50 +75 26+00 +25 +50 +75 27+00 +25 +50 +75 28+00 +25 +50 +75 29+00 PROJECT 09IW3 CES[WEO BY: 5. SOVER$ NO DATE BY AEYISIM �SOIIPTIDN LOWER MUSCATINE ROAD IMPROVEMENTS STP•U-3715�854�-70.52 SHEET W. DAT PROJECT DATE: CHECKED BY: s. sovERs ��� FROMKIRKWOOD AVENUE TOISTAVENUE LOWER MUSCATINE ROAD M.08 CAD FATE: L25/2012 6:02:01 PM DRAWN BY: J. OEBOVEP STORM SEWER AND SUBORAIN LAYOUT CAD FILE: X:\CR\fE\2009\09102]\CAO\Plena\WID23-M00.=Ht IOWA CITY, IOWA Os d -I IfY_ � O _ 00 _ b 9t ti. o � \0 ' is 9-94 l �� 7 '�� � _ —\ I -- - - l p _ _ =— � it _- •�, TOMER _ . a _`_ SCAT1 — G ISID n a](�� EFER TO D SHEETS FOR R MOVAL 0 20 ND WATER MAIN INFORMATION F� RrF'GHEETS FOR H SHEETS i REMOVAL INFORMATION RIGHT-Of-WAY INFORMATI11 ON 705 705 TRUCTUR S-78, S -401 72' DIA. MAOLE- ETTI G GROUN PROPO ED TA. 165+ 9.06. 21 63' RT. 700 a ROD PROFI EGRAO 4 700 L. IN = 86.58 P- 1 L. IN = I 86.58 P- 7 L. IN = I IELO VER FY EXISTING L. 86.1685. .50% OTTOMT=W 8 695 695 -74 IS" RCP -4.2 7 LF 0 0 B L% 69D 690 P"73 IS" CP 95 LF 0 0.80% -75 15" RQP I F .81% -77 i " RCP 101. LF a 1.00. STRUCT E 5-73. SW-510 1 TAKE - 685 STRUCT E S-74, W-509 IN AKE STR CTURE S- 5. SW-5 INTAKE 685 TA + T FORM GRADE ELE .= 695.41 STA. 161-67.40. 18,50' RT. STA 162+52. 0. 18.50' RL FL. IN 690.73 -72 FORM GRADE ELEV. 694.81 FORlq GRADE LEA.- 694.31 FL.. OU =.690.63 P-73 FL. IN 689.87 P 73 FL. IN = 689.3 P-74 BOTTOM WELL= 6 0.13 FL. OUT= 689.77 P 74 FL. OUT=689 13 P-75 TRUCTURE S-77. SW 510 INTAKE 680 BOTTOM. ELL= 689 27 80T OM WELL 688.63 TA 4FIT,680 MOM ELEV.= 92.23 L. IN = E87.8q P-75 L. IN = 688.19 P- L. OUT=87.59 P-7 W OTTOM LL= 687.9 675 675 N n N tp Q v N D' h v N n N ED e1 1(1 r7 e0 -' D' lD P P N N r^ CO O O' P R N V< W m 10 OD N P 0 0 M^ t7 W l0 N V7 \D Pt N N l W7 O Y P P O n N N ul t0 U\ to Kl t0 o e N v WV v WV ri N N D7 P N V` 0 0' Nl O' e P v O C1 a N- O^ O O R ED Cl' 0'O' PP O'P O'P O'P CFC` PP P O' V CI' C1' m a'm V' m O'm V m V P PP O'D' O'P O'P MCI` OEM b {O l0 l0 l0 lU !0 VJ !D l0 t0 N W CO w w w w w VJ b l0 t0 lD tp l0 l0 - t0 c0 _ l0 -+75 t0 l0 lD t0 lD 40 l0 V) l0 l0 l0 t0 t0 160+00 +25 +50 +75 161+00 *25 +50 +75 162+00 +25 +50 +75 163+00 +25 +50 164+00 +25 +50 +75 165+00 +25 PROJECT 110: 091023 WSIGAED BY: S. SOVERS NO DATE BY REVISION DESCRIP71Ox LOWER ROAD IMPROVEMENTS STP-U-3775(654)--70.52 SHEET AD' PROJECT DATE: CHECKED BY: S. SOVERS #Foth RKWOOMUSCATINE FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAM. ENERGY & KIRKWOOD CC ENTRANCE M.09 CAD DATE: 7/25/2012 6012,03 PM DRAWN BY: J. DEBOWER STORM SEWER AND SUBDRAIN LAYOUT LAD FILE: %:\CR\IE\2009\091023\CAO\Plan=\09102) M09.ot IOWA CITY, IOWA o a o/ I o ++ O C'1 a N fh fh f`7 a / °+ I o a R/W N R/W R/W R/W /W R/W M - - OH - SHE- - - _ - - - - - - - - _ - -- - --- - - TI - ----- - - - - - - r - - / - - - - - - - - - LOWE% MV$CATINE ROAD _ - - v �.�> _ a- - w - - _ - - - - - W - - - - - - - - - W - - - - - - - - - - - - - W - _ _ _ _ - - / I /_- G- - - - - - - - _ - - - - G - - - - �_ - - - - - _ - _ - - - - - - - - ® w SO SD so - m SD T- 50-r- 5p m _ w ev - - R/N - �� O O _ K. ® ar----- �'------ _ _ a _ _ _ _ _ _ _ ------ a a 1 STRUCTUREIS 80. SW -507 INTAKE STRUCTURE/S-80. STRUCTURE 5-8 W- 07 INTAKE STRUCTURE S-84. SW -507 INTAKE I STA. 29-7100. 38.50' RT. FORM GRAELEV.= 696.00 STA. 31+49.00 35.70 RT. FORM GRADE E V.= 695.50 STA. 32-79.00. 35;60' RT. FORM GRADE ELEV.i 695.10 34 - _.. FL. OUT= 692.12 P-80 FL. IN - 691. P-81 FL. IN - 690.73 Pf83 �® BOTTOM DELL= 69L62 FL. OUT= 691.3 P-82 FL. OUT- 69(1.71 Pr B4 CORE SYCAMORE TOWN CENTER T LL- : ' BOTTOM WELL= 690.73 BOTTOM WELL= 690.21 - - STRUCTURE 5-81. SW -507 INTAKE STA. 30+82.50. 35.80' RT. STRUCTURE 5-83. SW -507 INTAKE STA. 32+14.00. 35.60' RT. STRUCTURE S-85. SW -507 INTAKE STA. 33+44.00. 35.50' RT. STRUCTURE S-91. SW -401. 48" DIA. MANHOLEEIFTO STA. 34+79.00. 22.50' LT. D SHEITS OR REMOVAL 0 - '- ND WATER MAIN INFORMATION` Fj EET 20- FORM GRADE ELEV.= 695.80 FORM GRADE ELEV.= 695.50 FORM GRADE ELEV. 694.80 RIM ELEV.= 693.45 FL. IN = 691.70 P-80 FL. IN = 690.99 P-82 FL. IN = 690.47 P-84 FL. IN = FIELD VERIFY EXIST. R 0 I HE FOR H T / FL. OUT= 691.50 P-81 FL. OUT= 690.97 P-83 FL. OUT= 690.45 P-85 FL. OUT= 689.45 P -9l REMOVAL INFORMATION RIGHT -DF -WAY INFORMATION - BOTTOM WELL= 691.00 BOTTOM WELL= 690.47 BOTTOM WELL= 689.95 BOTTOM WELL= 688.95 705 ROPOSE 700 jGpAnp7 E%STI E G GROU D R ADWAY - :50% P-87 15" R P 22 LF 0 0.50% P-89 24" RC 235 F o .50'/. - S RUCTURE -87. SW -510 INTA E STRUCTURE S-89, W-510 I -AK& 31+1300. 20.5C' RT. STA. 33 42.00. 2(.50' RT. 5'A. 685 F RM GRADE ELEV.- E45.3, 94- F RMOE E V 7 F IN = 6 1.48 P-8 L. IN 9 . F . OUT= 6111.38 P-8 FL. IN = 690.27 -87 8 TTOM WE L= 6qO.8f FL. 1N. ..:690.27 -88 FL OUT .690.17 -89 San BOTTOM- ELL- 68-1.67 675 6751 0 IR Q N P P N P 10h U)0 WVP Q P NP LO Om 7 P n n c0 t0N I[1Q Q O NN N O PO n P t0O I[1n Qh Nlp ^U) ON Pt7 n 0 l0 I(1 (O I(1 l0 III (O 0 w Ifl t0 N o N1 I(1 N N In W1 In 0 I/1 I(1 N Ifl 1(1 1(1 I[1 III Wl Q ID Q Q Q Q Q Q Q Q Q Q Q Q Q Q l'1 Q ('1 Q P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P (O U3 O IO w w w w ow ( w U) l0 +d tp w WO w w w w t0 VO (O UJ l0 tD VJ (0 VO U) U) lD U) l0 1p U) VO l0 l0 l0 V] (O ID lD UJ 1p l0 OJ 29+00 +25 +50 +75 30+00 +25 +50 +75 31+00 +25 +50 +75 32+00 +25 +50 +75 33+00 +25 +50 +75 34+00 +25 +50 +15 35+00 PROJECT N0: 091023 DESIORED BY: S. SDVERS NO BATE BY REYISIOX DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP•U•'.;T1rJ(B'-i0-rJ'1 SXEEi W. DATE: LNELKEO BY: 5. SDVEflS #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD M.10 e40 DATE: Tnsn0lz 6:W :05 PM DRAWN Br. J oFeOWefl CAD STORM SEWER AND SUBORAIN LAYOUT CAD FILE: A:\CR\IE\2009\091023\CAD\Paws\091023_M 10.=ht IOWA CITY, IOWA 4 w / WEST DES MOINES BEGLEY COMPANY / P R / R 5T11 FS REAL TATE CORPORATION Q/ - / STATE BANK O Q Q / / ri I7 / / \ J oz BID _ _ OHE —OQE - Cl / I - _ —�_ _ _ — JAI m So — W 10 � 90 �— 50 W _ _ -�. W - o_ \/ a LC1I MUSC LOWER �ITINE ROAD12'1 � � SEWE ATOTSRSHEETS)R- I / (REFER G — — - — _ - _ _ 58 tm — _ - _ — a° (19 4iii_ _ b ® 4 W R/W 0 R/M © R/W u O R/W �' L7 �/� d © ❑ ° oO.FO00e / \ \$t.S. / \ i / TO ' 0•p0ap ry O 2els1 \ v - Od / T -I CORE SYCAMORE TOWN CENTER T LLC F SHEETS FOR M IAL 0 20 NO WATER MAIN INFORMATION �jlx(, )\ FEE T R H S 0 SH REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION —T7 7n, — 7n-; I STRUCTURE S -95C. SW -401 MOE. 48':'/ MANHOLE A. 37-8;.14. 21.34' LT. IM ELEII 694.30 F. IN= 68.96 P-9 FL. Ol 684.76 1 STALL 4' RISER A OFFSET -EASTING 0.5" PROPOSED PROFI E GRADE EXVG GROU D rql @ R ADWAY + _ 7 + C -O.5 '/. rml nqn Em 9 24" CPEll P-92 30 RCP P-94 15 189 LF 0 1.85'/, SRI 5 S RUCTURE A. 38+83 S-94,SW 50. 20. 510 INTA ' LT. E STRUC URE S-9 SW -510 INTAKE S RUCTURE. -92,. SW- 10 INTAKE S TRUCTUR 5-958, W-211 LO LAR FORM F GRA IN= 6 ELEV.= 9.52 P-9 93.03 STA. 5+85.00. 0.50' RT A. 35+85 0, 20.50 LT. FORM. RADE EL V.= 693A1 FIRM GRADE ELEL=6 3.01 TA. 37+7B.64. 21. 6' LT. F OUT- 9.42 P-9 FL. I = 689.01 P-89 F . IN - 6 .65 P-9 L. IN = 85.06 P- 2 BOTTOM .6 WE L= 888.9An F T= -9 - .9 -9 L. OUT= 84.77 P- 5 80TT0 WELL= Ft. OUT 6 8:55 P-9 188.31 BOTTOM WELL- 688.0 P r Y v N m V -• v m 0' P N P n m n O' N v AD D' ^ nm mN N v D' rm mm mN mN P N Or O' m Ot° n to NO v m v t'1 mN r m mm PP O Nt1 N r f'1 v 17 V t1 Y 1") f7 (7 In (7 1'1 1'l t'1 f7 l•1 17 v 1"1 v f7 v t•1 O 1'1 t1 ('I ('1 ('1 t'I 1•l M f'I 17 ('1 17 ("f 1'I M f'1 1'1 Y O O v P v P P O' O' P 0' D' O' D' D• D' P O' ? P O' Cr D' Cr P D' O' CI C, D' D' P D' O' to m 0tD mm mm to m AID m mm mm AD mm tD mmm_ _ mm _ 38+00 +25 _m +50 DIDmm !O DO mm lD 10 lOm m DID DO ml0 ___ 10 YD 35+00 +25 +50 +75 36+00 +25 +50 +15 37+00 +25 +50 +75 +75 39+00 +25 +50 +75 40+00 +25 +50 +75 41*00 N0: 091023 BY: S. SOYERS HO DATE BY REYISIOX OESCRIPTIDI LOWER ROAD IMPROVEMENTS STF•U-3T15(654)-7052 SHEET W. MJECT PRorecr DATE, CHECKED CHECKED BY: S. 60VER6 Foth RKWOOINE FROM KIRKWOOD AVENUE TO AVENUE LOWER MUSCATINE ROAD M.11 CAD DATE: //25/2012 611 PM DRAWN BY: J. oE6ovER STORM SEWER AND SUBDRAIN LAYOUT CAD FILE: %:\CR\IE\2009\091023\CAO\Plam\091023-MI l.ant IOWA arv, IOWA 3 W BF SBF S PROPERTIES O O LIBERTY GROWTH IV LC O C3r PRO TOR & GAMBLE O O Z O \ O O / O / HAIR CARE LLC O O S + C7 IT /Sen N CO n Y N \ __-_______- / 4z � � fl {� ° RiW ---4' RiW iu Riu + o _DHE — — - _ - - — - m _ - — a �y / ONEc 0 — - — - _ - _ _ �- - - - — — - — _ J G LOWER MUSCAT INE OAD / sa °"E aGG- - _ - — - _ - — - — - - — - _ - _ - — - — - — G SO 0 4 O J — — / RfIF 4 - O41 - - - O .� - - --- --------- ; B ® © N BJS ENTERPRISES LC CITY OF IOWA CITY EFER TO 0 SHEETS FOR REMOVAL 0� 2�0 NO WATER MAIN INFORMATION FEET R H ETS FO R H SHEETS FOR � REMOVAL INFORMATION RIGHT-OF-MAY INFORMATION 7fIr —T —TT 7nR STRUCT RE S-11C, SW-510 INTAKE STRUCTURE -106. SW 508, INTAKE STA. 4 +80.00. 0.50' LT. ST4. 43-27.00. 20.50 LT. FORM L ADE ELE - 646.6C FORM GRADE ELEV.=. 6-16.24 FL. IN = 689.88 P-106 PROPOSED FL IN = 69 .68P-10 E% TING G OUND F = 9 PR GRADE F T= - FL. IN = 690.44 P-109 BOTTOM WELL= 690.08 FL. OU = 689.68 P-110 BOTTOM WELL= 6 9.18 % SCIS ];12% P-10 I5" RCP 216 LF 0 0.507.. P-10 IB" CP. l 1 LF 0.50% AgriP-110 24 R. ST UCTURE -105. SW 541, INTAKE ST UCTURE S 103.-SW- 10 INTAK 45448.5. 18.02' RT. STA. 43-27.)D. 20.50 RT. STA. F RADE ELEV.= 4 F RA N = 69 -T TRUCTURE S-ll I. S -401. 72' DIA. MA HOLE L IN = 69 :O -I FL FL. IN = 69225 OUT= P-102 P-10 FL IN = 69 .07 P-10 FL OUT=.6. .H6 BOTTOM EL WELL .IS 691.65 TA: 184+ 7.74, 16. 1' RT. IL. IM ELEV.= 694.10 0.37 BOTTOM WEl =. 690.37 L IN = 9.32 P-1 1 �10 GRIT SRn IN = 9 P- L OUT-89.12 P- 11 OTTOM W L= 688.62 679 P r N O O' n 1(1 O tp O' N f N P n N O f OD t1 n Of tO ID O'n NN IIIP r Om Of IO tO W n 0'D7 OO O'O W cO ^ NN f m f t0 f VO Nl0 Il n O' f Y f f Q f O 10 f N Q N N w Ill w N OJ N w N 10 Ill n In N t0 t0 t0 c0 (O 10 t0 {O t0 tD t0 V) t0 t0 l0 t0 t0 t0 P P P d` O' O' O' 0- P O' OTT MT P P O' P O. O' CTM O' IT PC` C' C' O' O' O C, O' 0' P P .O UD w w N c0 t0 U) w Vim O3 t0 IO 10 _ w ID _ _ _ w MUD w _ _ . _ t t0 10 w w 10 10 w t0 w t0 ro 41+00 +25 +50 +75 42+00 +25 +50 +75 43+00 +25 t50 X75 44+00 +25 +50 +75 45+00 +25 +50 +75 46+00 +25 +50 PRWECT W. 091023 DESIGfE0 8Y, 5. SOYEA3 MO DAME BY REVISION OESOIIPTIpI STP-U-3715(654)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS PROJECT DATE. C.aED Br: s. sovERs Fot FROM LOWER MUSCATINE ROAD M.12 CAD DATE. 12Svm12 fi.02A9 PM ORANN BY. �. oEBDVER r STORM SEWER AND SUBDRAIN LAYOUT CAD FILE. %,\CR\IE\2009\091023\CAO\Plein\091023-M12.aNt IOWA CITY. IOWA 3 y Lc Y STILES REAL ESTATE CORPORATIO N / MORE TOWN TR T oQ DO \ ? p G \ N / o I / I U I l O\ a 40 Do R/4 / I I # R/W iY p o co - 1i. Y If Y lo' Y Y r I -If' Y Sa \ B Y IST AVENUE / /, V, b I � £ M i I C o s �, BF PROP®TI S LLC @�3 -i.:� V EFER TO D SHEETS 0 REMOVAL ]C'�y�' 0 20 ND WATEP MAIN INFORMATION (TQ�Y� FEET REF'EE R 0 HSHEETS FOR \ REML INFORMATION RIGHT-INFORMATION OVA 705 ___ ___ __ 705 EQI$,TI OARGROUND _ _ _ 700 700 PROPOSED -2 707 PROF LE GRACE 695 695 _ P 101 15" RCP i 18 LF =41_ 690 690 f I. 55 -LF {FZI _ 18' RC IV _JLEXIST _ S RUCTURE -101. 5 -510INT KE F A. 183-6).00. 22. ' RT. 685 685 e46.0F IN = 6 1.34 P - l 0 _ STRUCT E S-111. SW -401. 2" DIA. ANiOLE F OUT= 6111.24 Ft.. P-1 1 STRUCTU S-112. LAR XJ STA, 18,.87.74. .91' RT. WELL- 690.7 'RIM ELE .- 694.1 STA. 185 46.38.2 FL. IN = 689.32 101. FL. OUT= FIELD VE IFY fXiS 680 680 F 9 FL. OUT: 689.12 -Ill- 80TTOM ELL= 681.62 675 J75 N f1 1D i(1 N O m All N O n m m m m N N N m m Ifl m O O O O O 0' m n m 4 m N ^ O' m n m m m l0 nN 111 I(1O O O O O O O O Q' V 0' P O' O' P P 0' 0' O' O' P O' P Vf O' ?n n n n nN n n 1' m m m 10 t0 m 10 l0 w w 10 m (0 m m m m m 10 m m w +25 +50 +75 181+00 +25 +50 +75 182+00 +25 +50 +75 183+00 +25 +50 +75 184+00 +25 +50 +75 185+00 +25 +50 +75 186+00 P ECT W. 091023 DESIGWO BY, 5. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 LIEET W. PROJECT DATE CHECKED BY: s. sSVERs FothFROMKIRKWOODAVENUETOISTAVENUE FIRST AVENUE M.13 CAD GATE 1/25/2012 642.10 PN ORAKN BYE J. OEBO4ER STORM SEWER AND SUBDRAIN LAYOUT CAO FILES X.\CR\1E\2009\091@3\CAO\Ptr .\091On3 13.Nt IOWA CITY, IOWA 34 n 1 \\ \ < (0 J 0�`[v�� R* © BEGLEY COMPANY O O / O 0 O O O 0 + / CORE SYCAMORE CENT NT ST LU 0 1 W. Fye /OA '\ O 1 \s O O O O fir__ 'B \ N N N \\ 00 1 N \ \ \ �NU OOb 13 r _ OR 4 0 } � d -4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - __ _ _ _ _ \ — — — — — — — — ------ — — o- � Two Al %��%4%4 0 F ADRIAN & PIPER ENTERPRISE 5 STRUCTURE S 95C. 'SW- OI MOD.. 48"0 MANHOLE ST . 37+82.14, 21.34' LT.- - - RI ELEV.= 94.30' FL. IN = 68..96 P-94 700 7 00 OUT= 68 IN TALL 4' ISER AND OFFSET CASTING i .5" X S GROUND 9 - - PIP 9 690 END. P-95 . 5' HOR ZONTAL:: - - - 9 — _— 17= -.. - --- _- -95 7'X3 PCBC 5 3. tF. o_ .20% XISTING 7'X3' PC 0 0.2 ST . 2001« 5.00. OUT= 68 .71 -.:FL 680 ST CTURE S-"5, SW-40 MOO., 9-1"x222" 'M NHOL 2000.40.57. LEV.= 69.88 1.68' RT. STA. RIM ST UCTURE S 958. -SW- 11. COLL 37+78. 2L86' LT FL. N = 690. I EXIST. 30" ST 7 7 FL N = 690. 7 EXIST. 30" FL. IN = 685 06 P-92 _ FL N = 690. 1 EXIST. IS _ - FL. N = 690. 1 EXIST. 36" FL. N =. 690. 1: EXIST. 24" FL. )UT= 684.18 P-95:. 7 '.BOT OM WELL= 683.88 7 1—T 2000+00 +25 +50 +75 2001+00 +25 +50 +75 2002+00 +25 +50 +75 2003+00 +25 +50 +75 2004+00 +25 +50 +75 2005+00 PROJECT NO: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(654)-70-52 SHEET N0. PROJECT CHECKED BY: S. SOVERB #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD STORM SEWER OUTLET 2 M.14 : 71 CAT) DATE: nzvmlz s:azaz PM DBA N BY: STORM SEWER AND SUBORAIN LAYOUT CAO FILE: X:\CR\IE\2009\091023\CAD\Plans\091@3_M I4.sM1t IOWA CITY. IOWA STORM SEWER OUTLET 1 0 0 0 0 P K1RKW000 AVENUE OO+I L 4idl O O O 60 OOH o 00.01 00 0 s 140 i TY 20 00 Oy 0 CA, 00.28 OC,p 00 w' 00+18 ,jb ♦000 A°I 6 m 00+08 00 0.96 � O o BB+ NU GINTER AVENUE. `a�00+21i n 00+68 v 00. HA2 00 n N o° 00+88 6 y O O '9 o �kS o0 c FRIENDLY AVENUE �f A 07 v O 00+021 a Oi m N mm m Ary 00 Aij D i S o 00 o 'fel 00"2a/ 00+182 °0'oar 853 DATE BY REVISION DESCRIPTION Goth STORM SEWER OUTLETS STP -U-3715(654)-70-52 ALIGNMENT INFORMATION STORM SEWER LAYOUT O O HORIZONTAL BASELINE INFORMATION Nw SIAIGN NORIIMO EASING SEARNGAMAJK1 DELTA JINGLE D.O.C. TANGENT LENGTH E R04 ON IDOD-00.00 601098.6766 .2183211.0902 5 81 11' 06.61 N 150.0000 IDDII-W.D)607096.2212 2 8 191.1 N 63 W' 34.27" N 199.3826 1001.19.38 607141.3252 2183105.59M S 16 01' 14.73" N / 320.15]1 1004.6q.04 606918.8031 2102674."70 2 2000.00.00 60/852.5000 2181976.3761 N 62' 36' %.66' / 110.0000 2001.10.00 60170].0956 2185071.01% N 67' 36' 55.66' / 701.2616 601970.1518 2185722,4729 Ary 00 Aij D i S o 00 o 'fel 00"2a/ 00+182 °0'oar STORM SEWER OUTLET 2 i 00 o m � o n �i0 CT We G9(023 DESIGNED BY, S. SOVERS mnff LT GATE, CHECMcO BY, S. RIVERS NTE, 7/252D12 Bi02.11 PM 1 BYE I e: x:\C9VE\2009\09102)\G10\Plme\091023_MIS.aNt 853 DATE BY REVISION DESCRIPTION Goth N STP -U-3715(654)-70-52 ALIGNMENT INFORMATION STORM SEWER LAYOUT O O o OO _ _ N ON 00 1 O O STORM SEWER OUTLET 2 i 00 o m � o n �i0 CT We G9(023 DESIGNED BY, S. SOVERS mnff LT GATE, CHECMcO BY, S. RIVERS NTE, 7/252D12 Bi02.11 PM 1 BYE I e: x:\C9VE\2009\09102)\G10\Plme\091023_MIS.aNt 853 DATE BY REVISION DESCRIPTION Goth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 ALIGNMENT INFORMATION STORM SEWER LAYOUT SHEET W. M.15 CD /0 // /� _-o / p S S � w -� I� +�I / / • pHE •� %� I X X — o /CS l xI oI 1+00 ® CS-1091 Fl Ell - 1 O _ - 114 I TTI X O %' ` I 2 _ m �Y pNO EFER TO D SHEETS FOR REMOVAL WATER MAIN INFORMATION 0 F, 20 EFER TO I SHEETS FOR REFER TO H SHEETS FOR \ REMOVAL INFORMATION RIGHT-OF-WAY INFORMATION + Iv 694.6 7nn = 10 en 60.0 60 ft 7nn EXI TING P OFILE - OF ROADWAY 695 +2.00% STA. 202+ 8.45 V. 687.8 EL NN CT TOIL R :EDGE OF PAV MENT STA. 00+20.0 - ELEV. 693.18 -, I -O.SRS 0% 685 PROP0 3EO PI +35.0 Iv 688. 3 16 en 50. Ft 50 07 Nw O O 0 P P N N N n n N m N NCO t'1 O' t7 N O^ 1'1 M O N P O r` 7 OGAP tO CO 0 V1 V) l0 tO tD CO tO tO V) N CO l0 l0 0 CO V) �O CO t0 CD tD t0 _ _ _ _ +25 +50 +75 201+00 +25 +50 +75 202+00 +25 +50 +75 203+00 +25---- PROJECT ND: 091023 MJECT Y OESI6NE0 9Y: S. mVERS SOVERs NO OAIE BY REVISION CESCRIPYION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(654)--70-52 SHEET W. DAT CAO DATE: 7725/2012 6:02:16 CHECNEO BY: s. PM DRAWN HY: Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE MID-AMERICAN NORTH ENTRANCE �•.'s CAD FILE: N:�CR\[E\mR9\091023\CAD\Ple�,\091023 MIG..F 10WACITY, IOWA STORM SEWER PROFILE 10 10 10 I0 110 100 90 E 70 60 go 40 30 20 10 11 1 10 l0 10 10 10 X. R/W EX. R/W + 68 .09 - t __ F._._03.26. EL AWA v.: 682.]2 ERS MAIN 79 1' - _-__-..._ P 90 P-48 IS' RC - 48" MA1,0 II ' E S 5 RUCTURE 5-48. SW 10 INTA E A 8+450 12.5' RT. ---STRUCTURE S-49, S 402. 72" -- FL a 618.59 O -EXIST. SAN. SIWER ^ Fl.. BOTTOM A OUT- 611 WELL= ELEV.= 4.45 P-4 683.9 TA. 8+47 IM ELEV. 00. 12.8 687.83 LT. L. IN = L. OUT= OTTOM W 2.82P- 80.05 P- LL= 679. 8 9. 5 \o r•o � G 6+98.00 681.40 EX R/W J i 69.) RAn �I 980 P-50 4" RCP 22 LF L00% STRUC TA URE S-51 SW -541 0.1 W/ W-542 IN L AKE - ST -- FO FORM F UCTURE 50, SW -541 W/ SW 542 INTAKE 6+98.0. GRADE N a 15.50' 14 P- 6 4 P- .09 . +9 T FORM FL. IN FL IN FC. O _BOTTp A67 EL V.a 687.0 = 679.42 P-49 -. 680.52 P-50 Tv 679.3 8.82 WELL= 78.82 FL BO OUT= 680.74 TOM WELL= P-50 686.24 EX. R/W + % . 00 EX. R/W OJ% 2.8% ��44 - ST STF"q FOE UCTURE S 1. SW -51 INTAKE P-1 15' RCP 31 LF 0 1.00% - STRUCT S-2. INTAKE 0. 15.50' LEV.= 8 .86 P-1 = 691.36 T. .86 STA. 1+92.00. PORN G FL. IN FL. T 15 OE ELEFL69 691.55BOL 691.35 = r05 40 I0 1 0 1 0 1 0 1 0 1 0 0 1 0 0 0 0 1,0 1 0 1 0 MVOJECT N0: 091023 OESIONEO BY: 5. ROVERS PROJECT DATE: cnecREO... s. soVERs CAD DATE: 7/25)2012 fii02tl8 PM DRAWN Br: J. OEBOWER CAO FILE: X:\CR\IE\2009\091023\LA0\Plans\+a-3t9nn5e+er MVeM NO DATE BY REVISION OESCRIPTIOX Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371516541--70-52 STORM SEWER PROFILE CROSS-SECTIONS SIEET �' M.17 1 0 1 0 1 0 120 l 0 too q 0 e 0 70 6 E 0 40 30 20 10 I 1 10 20 30 43 E 0 70 0 q 0 11MO 1 0 1 0 1110 1 11 0 - - EX. R/W 68 .42. - L 92.0 ....a F;qn2T. — 69:6' —L=fl 0.74 STRUCT E 5-44, W-510 7 TAKE ...a .l J lJ _ ' 1 FL - 6 YAKE P-44 18" RCP 1.00.O_E%ISTSTA. 11 15.00 1 :5 '.RT:rAnFORM SAOa STRUC STA. 11+ FORM URE 5-45 SW -541M :I W/ W-542 IN OUT BOTTOM ADE ELEV= 683.89 WELL= 681.3q 689.12FL. -44 1 13.00,5.5.0 DEF ' L = 684.1 FL. IN FL. OUT= BOTTOM - 681:14 z 683.64 WELLt.6..62 P-4 P-44 P-45 .'L. E). R/W EX. R/W. EX. R/W 68E.36 --'. _- -T �_ -- S P. — 2�Y 7L __ :i II ' STRUCTURI S-46. S -510 INT KE P-46 26 LF 15" RCP 0 1.00% IRTA.9s egn 675 -- STRUCT STA. 9-01.00. ELFIN RE S-47, SW -541M0 .1-W/ SW -542 INT KE- �E%IST 6.AN.. B" WER ----- ORM GRA L. OUT= 0TTOM W E ELEV.= 83.29 P- LL= 682. 688.06 6 .9 IS ADE V= 50' LT.. FL. IN FL. IN FL. OUT BOTTOM 680.29 683.04 680.27 WELL= 67 -45 -46 -47 .77 - - 10 1 0 170 1 0 1 0 1 0 0 EO 0 0 0 10 10 0 0 4 0 0 0 0 0 I O 1 0 1 0 1 0 1 0 PROJECT N0: 091023 OESIONED BY: 5. 50V PROJECT DATE: cNEc%ED Br: s. L ERs ceo DATE: ]rzvzoa B:az:w PM DRANN Br: J. oseovER LAD FILE: %:\CR\IE\2009\091023\LA0\Plans\xa_StonnSevenMl]sM1t NO DATE BY REVISION DESCRPTION Foth LOWER MKWOO NE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IQWA OITY IOWA STP -U-3715(654)--70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET W. M.18 l0 10 10 l0 10 10 0 70 flo 50 40 30 20 10 11 10 20 20 40 5 60 7 D 80 q 0 10 l0 10 10 10 EX. R/W 13+17000 0JRW EX. R/M 4 9 _sqn P 2 39 30"2%CP LF 00. "-� L 25-LF 0 1.04'/. - .:. 661:91 otP ER NAIN mAn L = sez.z %IST. B" EL Q-0• STRUC STAN FORM FL. . 1 FL. D URE. S-41. SW-541 OD.1 W/ W-542 IN AKE STRUCTD E 5-.40. W-510. IN AXE. ' , 3.17.00. ADE EL = 682.1 = 683.3 15.50'LT V.= 690.1 P-34 P-40 STA. 13 FORM GR FL. IN = F' T=683.60 19.00. 1 OE ELEV. 683.70. P-39 .50' RL 690.14 -4' FL. OUT- BOTT04 682.1 WELL= P-41 81.62 BOTTOM WELL= 68 :10 EX R/W EX. R/W EX. R/W _ _ . _ A 692.2Agn _Agn L _ARIS ARI; Y o_FL - Ti EXIST. SAN. t-.51 YEA STRUCTU E 5-42. W-510 IN AKE IB" RCP • 0 1.00% STA. 12-07.00. FORM GR FL.T 15.50' DE ELEV. 684.46 RT. 689.58 A77 STRUCTURE ST RI F 43, SW-432, 72"x43" MANNO E ----- BOTTOM ELL= 68".96 . 12-07. ELEV.= N = 0. 12.90' 89.63 7 P-4 LT. FL FL BO IN = 681.20 OUT- 68 TOM WEL P-42 .50 P-43 . 681.00 - ] 0 1110 1 0 I O 1 0 I O 00 l I 0 0 0 1 0 ] 0 l 0 1 0 1 0 PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: s. sovERs CAD DATE: 7/25/2012 6.02:21 PM DRAWN BY: J. OEBOWER CAD FILE: %:\CR\IE\2009\091023\CAD\Pl...\.� Sl. mSAYer-M17ant NO 1 DATE BY 11 ISION OESCRIPTIOX ` \\VV^^// LOWERMUSCATINEROADIMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY. IOWA STP-U-3715(854)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET N0. M.19 EEEET�O`� I O 140 130 1 0 1 0 100 0 0 co 4 30 20 10 11 10 20 20 40 150 Eo 80 CO l 1110 1 0 120 130 1.10 R/M + 669 4 18 EX R/VX. R! v p_ �) 9 92.3 -- _ --- -- 4EWX. Ouc r- I I ,I EL Y.• 683.42 P-30 15 25 LF 0.247.1 ' RCP - - a P-31 26 L 21' RCP 0 1.002 Agn - STRUC TA. 16-64.50. URE S-32 SW -541 O.lW/ W-542 IN L AKE EXIST. e" SAN. SEWE -� V STRUC STA. 16.66.50. I FORM ER MAIN URE S-31 SW -510 INTAKE iRADE EL 15.50' RT V.= 9 .8 0' LT FORMRADE FL IN FL. IN FL. OUT= BOTTOM EL = 683.99 = 685.99 683.9 WELL= E83.47 V.= 691.8 P-28 P-31 P-32 FL. IN FL. 0 BOTTOM = 686.84 T= 686.2 WELL= E85.74 P-30 P-31 gq,i EX. R/W 15+ 6917.00 9 7.O .74 EX R/W Aqn Ago RAI; OWE i T �1 P-33 I 26 LF 18" RCP 0 1.002 S-33. 59-510 INTAKE rAr FL -1 E%1ST. 6 SAN. SEWETRUCTUR 681.JORM 'I J ILL TA. 15- GRA 9.00. 15. ELEV.= 0' RT. 691.44STRU FORM FL. IN F TURE S- . SW -541 00.1 W/ SW -542 1 TAKE L. U = OTTOM .82 P LL= 685. 2 3STA. 15+77.00 GRADE ELEV.= 683. 15.50' L 691.3 P-32 . FL. BOTTOM T= 683.6 WELL= P-34 682.66 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 10 1 0 0 40 0 60 0 0 100 1 11 0 1 0 1110 I'D PROJECT NO: 091023 OESICJE0 BY: 5. SOVERS PROJECT CATS: CNEC." RY: 5. SOYERS CAD FATE: ACR\IF12 6 CAO\P PN OPA4N BY: J. OEBO4ER CAO FILE: M:\CR\IE\2009\091023\LA0\Plana\+a.StormSerer.N VaNt NO DATE BY REVISION CESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY.IOWA STP -U-3715(664)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SET NO' M.20 to 10 10 10 10 to C 0 a 70 Elo E 0 4 20 20 10 11 1 D 20 0 40 50 60 60 q 0 10 10 10 10 to E% R/W EX.R/W 69 .07 _ — — drq —6 44.2F;qn ABA I rva n - -—A-.._RCR-- -LF TRUCTUR S-23. SW-509 INT KE •1,t ,L ...T TA: 19. ORM GRADE -L. OUT= BOTTOM W 0.00. 20.50' ELEV.= 89.68 P-23 LL= 689.18 LT. 693.68 _ STRUCi RE-S-24, SW-541 O.1 WL S11-542 'Ssn '' �C ""rRnI STA. 19-58.00, FORM GRADE 2. ELE.= .50' RT. 693.66 -- FL. IN. FL. OU BOTTOM 689.33 =.686.03 WELL= 6 -23- P-24. 5.53 t� EX.R/W 17+7 69 ` . .73 EX R/W EX R/W - - - --- -- -- - •zX o• z.ORz 3.7— --- - - -- - -- ----' — - _ GAS__ II 'I -._ Ec 282 w,•-584,5 F &47. IR4. I 2L LF 20.52% I' STRUCTUR S-28. S -541MOD W/ SW- 42 INTAK L J �M ORIF TEA MAIN STA.. 17+75.25, FORM GRA FL. IN = FL. OUT= BOTTOM 15.35' ELEV.= 84.63 P- 684.53 P LL= 684 LT. 692.41 ?7 28 3 TRUCTUR S-27. S -541MOD. W/ SW-542 INTAKE TA. 17-75.25. ORM GRAIE L. IN = _ 15.0' ELEV, 85.14 P- 94 P_ RT. 692.41 4 L. OTTOM W 84.74 P-27 LL= 684. 4 10 ] 0 10 1 0 1 0 1 0 0 60 0 10 10 1 0 0 0 0 0 90 1 0 1 0 10 1 10 1 0 PROJECT N0: 091W3 X516RE0 BY: S. SOVEM PRa6cr oerE: CN CKEo SY: S. SOVERS cAo DATE: znsrzoa 6:00:25 PM 0RAw8 BY: J. OE-OWER CAp FILE: %:\CR\IE\2009\091023\CAO\Plane\v-Sto.mSe.er MV.ent NO GATE BY REVISION DESCRIPTION �0�� LOWER RKWOOMUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(654)--70-52 STORM SEWER PROFILE CROSS-SECTIONS SIE'ET W. M.21 l0 10 10 10 10 Io q 0 70 E 0 0 40 30 20 10 11 to 20 20 40 50 E 0 70 a q 0 10 10 10 10 10 26+2 3.00 E .R/W Aqc; LZI 69 .26- 261 l— ---- -- F;qq V 6 .1 —_ P-65 5" RCP "IQ TRUCTUR 5-65, S -510-INT KE STRUCT RE 5-66, SW -541 / SW -542 INTAKE ORM GRA L. OUT= OTTOM W E ELEV.= 90.44P- LL= 6891 694.86 5 - 4. FORM G FL. IN _.._. FL. IN FL. C BOTTOM ADE ELE 689.76 690.29 = 689.66 WELL= 6 .= 694.85 -64 -65 F 66 9.16 - + J 695 694.63 -- — — — — — jq u Ego � � OWEST UCL F;qn RAS P-71 N" RCI 184 LF. a 1.00% P-70 STRUCT STA. 2 RE 5-70. SW -541 / SW -542 INTAKE STRUC URE 5-71 SW -505 INTAKE N87.00 .50' RT. STA. FORM FL. IN FL. 0 SOTTO X85.00. RADE ELEV.= = 688.55 = 688.4 WELL= 687.95 0.50' LT 694.2 P-70 P-71 FL. IN FL. IN FL. CUT= BOTTOM L 689.00 689.50. 688.90 WELL= 6 •- -66 -69 P-70 8.40 EX.R/W 3+ 6.0 _I. E . R/W 69! us .50% , ON T IIT P-68 15" RCP ] LF p STRU TURE S-6 . SW -510 INTAKE STRUC RE 5-69 SW -541 / SW -54i INTAKE rgn STA. FORM FL. I FL. CUT= BOTTOM 23+44.00, GRADE ELEV.= = 690.5 690. WELL= 20.50' L 6q4,117 P-67 P-68 68q.qS FORM CRADE FL. IN - FL. OU BOTTO ELE = 690.30 = 690.20 WELL= 619.70 = 694.8 P-68 P-69 rAn 0 I?0 1 0 1 0 1 0 1 0 1 0 1 0 qO 0 70400 10 10 0 0 0 0 0 0 0 1 0 1 0 1 30 l 10 PROJECT N0, 091023 DESIGNED BY: 5. SOVFA6 PRa6cr DATE I CNECKEO BW S. 60VER6 CAD DALE: L25/2012 6:02:26 an OPAVN BY: J. OEBOVER CAD FILE: %:\Cfl\IE\2009\091WJ\CAD\Plana\.a5tann5e.¢r Ml].fNt NO DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE OWACITV,IOWA STP -U-3715(654)-70.52 STORM SEWER PROFILE CROSS-SECTIONS SBEEi W. M. �� ��— f I t I �TT� LI i i —r- � II 0 1 0 130 120 l 10 1130 C 0 70 E 0 50 40 30 20 10 11 10 20 0 5 0 E 0 E 0 0 1100 l 0 120 130 110 G N O N P+1 4eo.. E.R/W A i L rqn — 694.9 I ...OWE T BUCT ST ST F UCTURE 560, SW -5 INTAK -60 IS 37 LF ! RCP .00% ST RUCTI IRE -S-61. SW -541 INTAKE 27414. MRA 0. 20.50' -6q LT'. 5.30 STA. 2 FORM G -14.00, ADE ELE .50'' RT. .= 695.30 FL. BOI OUT- 69b TOM MEL P- = 690.75 FL. OU BOTTOM = 690.78 WELL= 6.0:28 -60 P-61 E%.R/W 6+ 4.78 7nn F;qgS — e — — 69 .42 i -- — — — — -- _ P-63 2I 18" LF Q L tCP 07. P BOWABES DUCT STRUCT 5-64, W-401. 8" DIA. NHOLE ELEV.- 6M.72 2". WATER IK TA. 5-63. -510 INT KE 151 TA. 1510E GFA 1 EL, t2 V.=6415.17 50' L RIM 05.04 FL. IN FL. IN FLO. OUT BOTTOM 690.50 690.30 689A01-64 WELL= 683.40 -61 -63 7L. IN 7L. OUT= OTTOM WILL= 0.9 - 6qO.72 P-163 690. 2 0 10 ] 0 1 0 1 0 ] 1 10 1 0 0 0 0 0 11D 20 ID 10 2 0 0 0 0 o 0 Cio 1 0 1 0 1 0 1 0 1 0 PROJECT W0: 091023 DESIGNED BY: 5. 50VEB0 DATE/ cNEc%Eo fir: s. savERs CAO DATE: :\CR\I0\2 fiA2Q0 PM OBAWN BY: J. OEBOWEP CAD CAD FILE: %�\CR\IE\2009\091023\CAO\Plena\ua.Stonn3euer.M l7.aM NO DATE BY REVISION OESMIPTIOX r` fO`� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET N0. Me23 1 0 1 10 120 10 1100 0 70 60 E 40 0 20 10 11 10 20 0 40 0 E 0 70 q0 i 90 1100 1 0 120 130 110 EX. R/W �. - S 5'A. FORM F RUCTURE -85.. SW- 7 INTA 33+4400. GRAD 35.5 ELEV.= 47 P-84 RT. 4.80 Sgr W58 BOTTOM WE L=4689,9 ra OWES T P-8 8 L 7 P-88 IS" RCF 41 LF e 0.50% STRUCTURE S E -88. SW- 10 INTAK 18" RCP 0 1.002FPS rArl A. 33+42.30, RIM GRA13F 21.28 F1 FV.- 6 LT. 14. 15 RRn FL. B OUT= 610.48 TTOM WEL P-819 = 689.98 ISYRU4TURE STA. FORM FL. I FL. I S-81. SW -510 INTAKE - rAnl 3+42:00. GRADE EL = 690.3 = 690.2 20.50' R V:= 694:7 P-85 P-87 . L. FL. OJT= BOTTOM 690.1 WELLm TP -89 i8q.67 EX. R/W 3 1 13.00 2.$'l c0 E . R/W 20% rqr TRUCTUR 5-86. 511-510 INT KEY P-86 41 LF 5" RCP 1 0.51% STRU STA. FORM URE S-8 . SW -510 INTAKE TA. 31+13.00. ORM GRADE . 0 T= 20. ELEV.= -591.69 P-36 0' LT. 695.31 1+13.00, GRADE EL 20.50' FIT. 7V.= 69 W LL= 691. 9 FL. I FL. 0 BOTTOM - 691.4 T= 691.3 WELL= P-56 P-87 690.88 1 0 1 0 1 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 1 0 l 0 l 0 l 0 1 0 PROJECT NO: 091023 OESIGNEO BY: 5. SOVERS PROJECT GATE: CHECKED BY: 5. SOVEPS CAO GATE: 2/25/2012 6A2:30 PM DRAWN BY: J. DEBOWER CAD FILE: K:\CR\IE\2009\091023\CAO\Pias\n-StmmSe,ef MVnht NO OAiE BY REVIBIM DESptIPT10N Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOODAVENUETO'ISTAVENUE IOWA CITU, IOWA STP -U-371516541--70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET NO. M.24 I 0 l 0 U o 120 1 0 100 CO070 ED 5 40 20 10 10 no 40 90 co 60 0 100 I O 1 0 130 1110 X. R/w 69 7. .44 202 Ex. /w eTFol F;qn _ S RUC7URE 6TplET YO INTA E 2. STRU -STA. x•69 . TURE S-9 , SW -510 INTAKE 7 -. -'- AB OY -94, SW- _.41_LF I.OU7. RC A. a B«83:50 20.50' R F F F BOTTOM RM GRAD . IN = 6 . OUT= 689,42 WELL= ELM= 9.52 P-9 P-9 688.4 3.03 - FL. 0 BOTT L T= 689:9 M. WELL= - V.= P-93 89.43 69 .43 Agn OAMDO YE T CT Rqn STR CTURE 5 90. SW -5 0 INTAKE, Agcs STRUCTURE SIA. F FL. F -92, SW -510 INTAK STA FOR FL. FL. BOT 35«85. GRADE IN = 68901 DUT= 688 OM WELL 20.50' ELEV.- 6q:1.01 P-89 81 P-90 688.31 T. 35-85.30. RM GRADE IN 689.65 N = 20.50 ELEV.= 613.01 P-90 9 P-9 LT. F BOTTOM OU WELL= 8.55 P-9 688.05 1 0 1 II 0 1 0 40 1 0 1 00 0 0 0 0 0 30 �,0 CO 10 0 0 0 0 0 0 0CO 1100 10 1 0 1 0 1 0 PROJECT N0: 091023 OE5161F0 fiY: S. SOVER6 PROJECT OATEN CHECKED BY: S. SOV., CAD DATE: 7/25/2012 6:02.31 PM ORAVN BY: J. OEBOVER CAO FILE: X:\M\IE\2009\DqIO23\CAD\Plans\x M17.e t MO DATE fiV IIEVISION DESORIPTIIXI LOWERMUSCATINEROADIMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(664)-70-52 STORM SEWER PROFILE CROSS-SECTIONS M.ZS 150 1110 F 0 120 1 o 1100 co 70 EO 50 40 0 20 10 1 20 20 40 0 6 e 0 0 I O 110 l O 130 110 TRUCTUR S-104, W-508 IN AKE TA. 43-27.00. 43.50' RT. GRACEV= 698.01 L. OUT= 92.75 P-104 7nn EX. R/ 3+ 69 7•� .65 X.R/W OTTOM W LL= 6q2. ?5 • x 41 0% 4% 2'4 - 696.9 :7- 1, r r 2 _ .50% - -3 " rQnl P-105 18" RCP 37 LF 0 P-1 19 4 15" F 08.8 CP ST UCTURE -106, SW 508 INTA E STRUC ORE S-1 SW -54 INTAKE °' 1 k. 43-27.110, 20.50' LT. + 7. ' RT ST TA 'U OM- _ FORM ADE EL V.= 6q6.24 FL IN = 69 .68 P -l0 FL. I = 691.0 P-103 ' FL .OUT=. 69 .58 P-.10 FL. I = 691.0 P-104 BO TOM WEL = 690.08 FL. 0 T= 690.8 P-105 SRO BOTTO WELL= 90.37 MST. 12.1 4 SAN. SE ER �imuuiki,rt �-1071 SW -503 INTAKE STA, 11«76.66, 51.46' RT. fORM--0 AIDE ELLE = 696.54 - 1+ O•Q X.R/W /BOTTOMFL. OUT WELL= 66.1..107 an IEEE b_, _� rq5 P-10 l8" R P 45 LF a 1.06% S RUCTURE S-109, 5 -211 COL AR I -. - --- - 5 F F A. 41+77 IN = F OUT= 6 33, 29.8 ELD VERT 1.66 P -I ' LT. Y EXIST. 9 P-107 21 LF l5" RCP Q 3.29% P-109 15" RCP Apr 6 F 0 20. 3'/. STRUCTURES -108. W-509 1 TAKE STA. 41+ 0.00. 25 0' RT. ST ST FO F UCTURE 110. SW- 10 INTA E FORM GRADE FL. IN = FL. OUT= BOTTOM ELEV. 690.91 P 690.71 P ELL= 690 694.75 107 108 21 FAn . 41-80.10. GRADE N = 20.50' LEV.= 6 P- Li. .60 _. FL FL FL IN = 69(.24 IN = 69 OUT= 689.68 P-10 .44 P-10 P-11 L ' xIST. 12 SAN. sEw BO TOM WEL = 689.18 1 0 1 0 1 0 ] 0 1 0 1 0 CO 190 0 0 0 0 210 to 10 0 0 40 0 E0 0 0 0 1 0 1 0 1 0 I 30 Ito PROJECT W. 091023 OESIGNEO BY: 5. SOVERS NO DATE BY REY15101 DESCRIPTIOI LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(854)-70.52 sNEeT N0' DAT DATE: cxecxeD Bv: s. sovERs CAD FILE: )rzR\IE\2 3\CAD\ PM OflAVN BY: J. DEBOVER CAD CAO FILE: N:\Cfl\IE\2009\091023\CAO\Plena\va-5t9nn5ever MV.aM Foth FROM KIRKWOOD AVENUE TO I ST AVENUE IOWA CITY, IOWA STORM SEWER PROFILE CROSS-SECTIONS M.26 1 o 1 10 1 0 I o 1 0 ill o o 70 E 0 E 0 40 20 20 10 11 10 20 40 E 0 E 0 60 C 0 100 1 0 1 o 130 1 0 EE 0 i t �1 EX. R/ 5+ 69(.40 8.50 X. R,W .OL .OZ 697 8 P-102 SW-51C INTAKE Agn 15" RCP 36 LF c 0.50% rqp rag; STRUCTUR S-102, W-510 IN AKE STRUC STA. FORM FL. IN URE S-103, fI STA. 45+48.50. ORM GRADE L. OUT= BOTTOM W 17.)9' ELEV.= 92.43 P -_ LT 696.03 102 5+48.50, RADE EL - 692.25 18.02' FIT V.= 696.03 P-102 ARn E L. BOTTOM 691­- WELL= 91.65 -1 - 0 FL AN. .SAN. 617.25 I WE EVER 1 0 ] 0 l 0 I O 10 1 0 0 0 0 0 0 0 0 0 10 l0 0 0 40 0 0 0 0 0 l 0 1 0 1 0 1 0 l 0 PR OJECT 40, 091023 OESI0NE0 BY: B. SOVERS PROJECT DATE: 'NECKED BY: s. SOVERs 2,3 CAD GATE, 7/25/2012 6,05 PN DRAWN BY, J. DEBOWER CAD FILE: %:\CLAVE\2009\091023\CAO\Plana\xf.5tonn5euer_M17.a t NO GATE BY IEVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(654)-70.52 STORM SEWERCTIONS FILE CROSSSETIONS SIEET M. M.2i 10 10 10 10 10 10 0 to I 1 10 20 20 40 50 60 60 q 0 10 l0 lO 10 10 127+75.01) 71719 EX. R/I f I X. R/W7nn. -_-. .5' _ _ 0 1 P -l2 15" RCP 33 LF a 1.00% STRUCT RE 5-13, SW -510 I TAKE STRUC URE S-12 SW -510 NTAKE.. 7+7 ' LT 7+75.00, 16.50' R . rqn STA. 1 _ FORM G FL. IN FL. IN ADE ELE 694.80 = 695.70 = 700.01= P-11 P-.12 FL. 0 BOTTD - 6%.0 WELL= 695.53 P-12 FL. OUT= 694.70 P-13 BOTTOM WELL= 6114.20 71n A,- r,. 71nl EX. R/ ' %. R/W 7nci - _ i-- - -- ` rr 1� 3 P-8 I5" RCP SqS 5 RUCTURE -9, SW- 12. 30" A. INTAKE33 F 0 1.00' STRUCTURE S-8 SW -510 INTAKE S A. 125+41.00, 26.. ' LT. STRUC _ URE S-11 SW -510 INTAKE STA. 125+39. 16.50 T. - RIM F B ELEV.= OUT= 6 TTOM WE 702.10 B.t6 F-9 L= 697.6 P 5 24 RC F 0 1.00 STA, FORM FL. IN • FL. IN FORM FL, BOTT GRADE E T= E6q8LL= M HELL= V.= 702. P-8 98.48 8 iRADE 00 16.50' L . RADE ELEV.= 702.9 = 689.6 P-8' = 698.0 P-9 FL. T= 697.6 P-11 BOTTOM : WELL= 97.15 0_+ 8 a 0cl EX. R/W E%. R W Agn- - - _IPF 91B _rqn z-- -5 181' CP - - -� 'a 9 L 0 7 21% 11 IL I STRUCTURE S-6. SW -!41 W/ S -542 INT KE A. 4+30.0 RT. Far ST STA. UCTURE S 4. SW -50 INTAKE P-4 I RCP 25 LF 1.00% ELEV.- WATERIP _171 _ 2.73 IN F- F F M GRA IN = 613.97 IN = 6 ,TOUT= 6 L V.= P-3 3.97 P-5 3.67 P-6 8 .9 70.68. . 12.50' LT. F M GRADE __ LEV.= 6q).12 STRUCTURE S- SW -51 INTAKE B TOM WE L= 682.9 FZRn BO TOM WELL 685.99 STA 70+68.0.LE 12.50' T. FOR GRADE V.= 68 .93 - : FL. IN = 686.3 P-4 FL. OUT= 686 03 P-5 BOT OM WELL 685.53 1 0 1 0 1 0 Ito 110 1 0 0 10 1 0 0 0 1 0 l 0 1 0 1 0 1 0 PROJECT W. 091023 OES[G O BY, S. SOVERS INDI DATE Byl REVISION DEB IPTIM LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(854)-70.52 SfEET W. PROJECT DATE: CMECKEO By : S. SOVERS CAO GATE: LBB/2012 \CAO\M28.eM1t PM ORAYR BY: J. OEBOYER CAO FILE: %:\di\IE\2009\091023\CQ\Plans\n_StormSere� Foth FROM KIRKWOOD AVENUE TO I ST AVENUE IOWA CITY, IOWA STORM SEWER PROFILE CROSS-SECTIONS Ma28 10 10 10 10 10 10 q 0070 50 4 0 20 to I 1 10 20 30 40 50 60 70 80 q 0 to 10 l0 10 to EX. R/W 131+138.01) 69 .36 EXL /W EX. L1 uo R/W,;, ;..+. Agn P-17 15" RCP 37 LF 0 1.00% STRUCTU E S-18. W'-590 IN AKE STRUC STA. FORM FL 0 BTT URE S-17, SW -510 INTAKE - .. =i ARS STA. 131+68.00, FORM GR FL. IN F N 13.50' DE ELEV. 691.23 P 9 P LT. 6%.99 16 17 31+68.00 RADE EL T= 692.5 WELL= 18.50' R V.=. 696.9 P-17 92.00 L U = BOTTOM 1.13 ELL= 69 I8 63 + a6-nll ns EX. R/ X.R/W T '- - STRUC URE S-14 SW -510 INTAKE --- STRUCTURE S-15. W-211 C LLAR. P-14 33 LI 0 1.005 STA. 13(+10.73. FL. IN a FIELD VERIFY 27' LT. EXIST. P-15 8 LF 18" RC 0 19.90' STRUCT STA. 130.08.00. FORM GRADE FL. IN FL. N=69 E S-16. SW -510 INTAKE STA, 1130-08.00, FORM FL. 0 BOTTO RAOE EL - - 691.1 WELL= 16.50' R = 698.1 P-14 3.65 . = 692.93 .93 16.50' L = 698.1 P-13 4 '. FL. IN FL. Cu'= BOTTOM = 6q3.83 692.83 WELL= 692.33 P-16 10 140 ] 0 1 0 1 0 1 0q 0 0 10 1 0 4 0 100 1 10 1 0 10 1 0 PROJECT ND, 091023 DESIGNEO BY: 5. SOVERS PROJECT DATE, CHECKS BY: 5. SOVERS CAD Onre, vzsnDlz s,Oza9 Pn ORLVN BY: J. DeeouER CW FILE: %:\CR\IE\2009\091023\CLO\Pleur\aa-StamSeverM28.aM NO DATE BY REVISION CESCRIPTIDH Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 STORM SEWER PROFILE CROSS-SECTIONS %EET NO. M.29 1 0 1 0 1 0 1 0 1 0 1 0 0 80 70 E 0 50 40 30 20 10 11 1 D 20 20 40 53 E 0 7 D f 0 q 0 100 1 0 1 0 130 1 0 69 -• .15 EX. R/W EX. R/W EX. R/ - 63.8 STRUCTURE S- 5. SW -5I INTAKE ELEV.e P-26 24' 28 LF ! 6!4.06 RCP F.147, P-25 I 25 LF 'j RCP L00% STA. FOR FL BOT 120-45.. GRADE UT= 688. OM WELL: 0: 12.50' EV. = 692 4 - P-25 688.44 LT.' 94 STRUCTURE -SIA. FIRM Fl. MATER -26. SW -510 MAIN INTAK r•-::+ - rAn 120+4 GRADE IN = 683.69 .00. 12.5 ELEV.= 612.96 'P-25 Y RT.. Agn F BOTTOM . OUT= R7.R4 WEL P -2 = 687.44 y __ as EX. /W E .R/41 2 6 + 69 `J• 0 .38 E X. R/W gn STRUCTU E S-20, W-510 11, P-19 15" 33 LF C RCP 1.00% STRUCTU E S-19, W-510 IN AKE STA. 12111-25.00. FORM GR FL. IN = OE ELEV. 691.64 6.50' LT. 697.05 9 - - STA. 12625+.00. FORM GR = 1 DE ELEV. .50' RT. 697.24 Ig FL.. OUT BOTTOM 691..54 ELL= 69 -20 .04 BOTTOM I ELL=. 691 47 30 10 1 0 1 0 1 0 l 0 1 0 0 0 0 0 ]0 1 40 0 0 0 0 1 0 1 0 10 1 0 1 0 PROJECT NO: 091023 DESIGNED BY: S. SOVENS PROJECT DATE: cHECNED Br: s. sovENs PRO DATE: vzvzoa s:Dau PM :NANN Br: J. DEBDNER CADCAO FILE: %:\CR\IE\2009\091023\CAO\Plans\es_Sta:mSever M30.aM NO DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(554)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET NO. IM.30 1 0 1 0 V. 0 1 0 1 0 1 0 0 E 0 70 60 0 40 30 20 10 11 10 0 0 0 0 0 100 1 0 120 10 1 0 EX.R/IC'X R/W 100+90.013 EX R/W -47 I- 91. P7. P-37 _. 4" RCP I' P-36 2 " RCP N ST UCTURE -36. SW- 10 INTAKE_ STRUCTURE 0 INTAKE AFin S 37. SW -5 + ST FOM FL FL 80 -100+90 GRADE IN = 68 OUT= 68 TOM WEC 00. 12.5C' ELEV.= 6 .90 P-35 :80. P-36 =.684.30 LT. 0.51 F0. FL FL. .BOT GRADE IN = 684 OUT=. 684.58 OM WELL LEY.= 69 68 P-36 P-37 684.08 .67 EX. R/W 9 + 2 0. o c EX. �/nMR/W EX. R/ 2z 4 _ _ _ _ Fqn 37 24" RCP 1pzr: -39 30" RCP -,u 685 II P-38 0" RCP .ip ST LF 4 C.50% UCTURE -38. SW -SIO INTAK 25 L F Q 0.52% L F 0 UCTURE -39: SW- 10 INTAK -.- 7 : 'tea' y ST ST FORM FL FL BOTTOM k. 89+20. GRADE IN _ 68 WT= 684.G6 WELL= 0. 12.50 ELEV.= 6110.72 1,46 A-37 P-38 683.56 LT. : ST FO -FL FL BO k. 8q-20,110. M GRADE IN m 68:.93 OUT= 681.83 TOM'. WELI 12.50' ELEV.= 610.73 P-38 P-39 = 683.33 RT. . "' €X.R w EX.. enau /w 211+05.00 6q2.37 EX. /W 6 -c .5 1.1% 0.92. _ 93.3 P 2 30 15 LF 'e 7. CP 47. ELEv. 686.]7 Q -6"v IP MATE MAIN STRUCTURE STA. FO FL. FL. S-30. SW -510 INTAKE P-29 15' RCP S 25 LF 0 1.00'/. S FORM FL. BOTTOM RUCTURE -29, SW -510 INTAK _ 211-05.30. GRADE IN 688 OUT= 12.50 LEY:= 69 OD P-29 30BO LT. .23 A. 211-05.00. GRADEELEV.= OUT= 6E8.25 WELL= 12.5 642.25 P-2 687.75 ' RT. M WELL 4 . 1150 1 0 1 11 0 1 0 1 f 0 1 0 10 0 0 0 0 10 10 2 0 2 0 40 0 0 0 80 0 1 0 1 0 1 0 1 0 1 0 MECT NO: G9IO23 DESIGNED BY: S. SOVERS PRo3Ecr DATE. cxecNED Br: s. savERs CAD DATE: vzsizDlz smaA3 PM DRAYN Br: J. oEBONER CAD FILE: %:\CRVE\2009\091023\CAO\Plana\xs-StmmSerer_M31.5ht NO GATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWACITY.IOWA STP -U-3%15'6`'-76-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET W. M.31 IT 0 1 0 130 1 0 1 0 10 q 0 E 70 E 0 5 40 0 23 10 11 10 0 33 4 0 73 0 100 1 0 120 10 1 0 164+2 N A + 1•C Y F692 .48. _.. BUI DING _ P 693.3 Fqn - - - - - - - - 69 .4 ao e P-76 5" RCP . 25 LF 1.007Fall S TRU T U -76. SW A S 5 : F F RUCTDRE 77,: SW -510 INTAK ' '� LLD ."-w• F;RnI TA. 164:21.50. RM GRAD OUT= 6 TTOM WE 12. ELEV.- 8.44 P- L= 687.9 0' LT, 92.23 A. 164.21 RM: GRADE .: IN = 687.8q . IN = 689.19 50. 12:5 ELEV.= P-75 P-76 ' RT: 2.58 Ff BOTTOM U = WEL - = 887.0 " 160+153.0 '.Lq76S - _ --- 28'/ - ----�—P-72 T - ------- ---- -- 0'/.Sqn 15'RCP3 LF C I. STRU STA. FORM FL. TURE S- . SW -51 6-73. SW Sl0 INTA E - 160457.0.24.50' GRADE E UT= 691.2 EV.= 695.10 P-72 : 3.00. 14. ELEV.= 0' RT. 95.4190.63 689 P- L= 690.13 3 0 T I O 1 0 1 0 1 0 1 0 0 0 0 10 10 40 0 0 0 0 0 1 0 1 0 1 0 130 l 0 PROJECT NO: 091023 DESIGNED BY, S. SEVERS PROJECT DATE: CHECKED By S. SOVERS CAD DATE: 7/25/2012 6:02:45 PM DRANN Br: r. DEBONER CAD FILE: K:\CR\IE\2009\091023\CAO\Plans\xs_SmrmSever M32aM1t NO DATE Br REVISION DESCRIPTION Ar Fot h I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOIO AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70.52 SHEET W. STORM SEWER PROFILE CROSS-SECTIONS M.32 I 150 1 0 1110 1 0 1 0 1(@ 0 0 8 70 E 0 5 0 40 20 20 10 13 20 30 40 50 E 73 80 q D 100 1 0 120 130 1 0 EX. /W 83+60.0Q 69E.53 EX. /W _ _ 6 5 ;.,_ 967 - % ® f 1Agn P-100 15" RCP 45 LF @ 1.0 ST $TA. FO FL. BOT CTURE 5- 00, SW -5 0 INTAKES S 5 FIRM F F III RUCTURE -101.. SW 510 INTAKE _. ---1 . - to - 7 �" u I83+60. GRADE E UT= 691.rRS OM W = D. 22.50' LT. EV.= 696 9 P-100 691.29 - 17 - A-183-611.00, GRADE _ 6q OUT= 61 TTOM WELL= 2Z.53' ELEV.P 646.15RR9 . 4 P- 1.24 P- IL 690.7 RT. 1 EX. /W 5.1.+ 17.0 EX. /W. _.. 700 ®' : rqn rqn --- ST - ST FOM UCTURE S 63. SW -510 INTAK P-62 25 L 15" RCP @ 1.00% ST ST FOM UCTURE -62, $W- 10 INTAK 4. 151+17100, GRADE ELEV.=6 12.50r LT. 7. k. 151+17 GRADE 00. 12.5(' ELEV.= V RT. 5.29 FL. FL. BO IN E 69C.92 OUT= 69 TOM WELL= P-62 .72 P-63 690.22 LU BO = 69 TOM WELI ---- .17 - 690.67 I 0 1 0 1 0 1 0 1 0 1 0 0 0 0 40 0 0 ]0 10 20 0 40 0 0 0 SO 0 1 0 1 0 1 0 1 0 1 0 PROJECT NO: 091023 DESIGNED BY: S. LOVERS PROJECT DATE: CHECKED BY: '.'OVERS ceD DATE: 7rzsi2Dlz 6:D2:47 PH DRAWN Br: J. DE-DwER LAO FILE: X:\CR\IE\2009\091023\LA0\Plans\xs_St.r SerecM]3sM1t NO DATE BY REVISION DESCRIPTION _ �O `� r` LOWER RKWOOMUSCAINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWACITY, IOWA STP -U-3715(654)-70-52 STORM SEWER PROFILE CROSS-SECTIONS SHEET N0. M.33 _ - 10 10 10 10 to 10 q 0 70 60 50 40 30 2) 10 10 20 20 40 E 0 6 D 7 80 C to 10 10 10 l0 15+E $91.65 9.3 MINIMU6EPARA ION — 5 -0% _-- 92.6 R S ---FERTO -1 IRUCE STI TER MAI HEET E.0 EET (N) W I FOR TER- 8" TOP WATER OF PIPE AIN LEV=686.5 :. STA IS 3 .50' LT FL =- 683 48". RCP STORM 1 ER ST 15.5q.33, 9.00' T .'./) can - TOP OF .5' 1-I • PIPE ELEI STA 6" 0 TOP =685.85 15+59.30. 23.00' L ,STA 6" / TOP TO 15-5%30, OF PIPE 3.00' LT ELEV 6 BEND_ .00 - _' �- 22.5° M OF PIPE VERTICAL LEV-681.15 BEND 22.5° M 3F PIPE VERTICAI LEV=681.15 r Ggs 12+ $.0 AINTAIN INIMUM IB" PARATIO o c _< '.. ROTATE HOPI BENDS EONTAL Of TO ACHEI FLECTION E - 8" TWAT TOP OF PPE R MAIN ELEV= 84.54 685 REFER I FOR PINE WATER -GRQ 0 SHEET STREET AIN E.03 ) (N) FL - 681 48" RCP- STORM 8 ER. TA + ' RT 6" / TOP 2.50 MJ PIPE E STA 12+:8.00. HORIZONT EV=681.1 23.00' L/VERTIC LT L BEND TA 12+38 6" 'L 22 TOP :OF' 00, 3.00' VERTICAL 5° :t684.50 IPE LT BEND TOP OF PIPE ELEV 679.90 I OP OF'PI E ELEV=6 9.90 F Ito Ito 1 0 Ito 11.0 I O 0 4 0 1 1 4 10 1 0 1 0 1 0 1 0 PROJECT NO: 091023 DESIGNEO BY: S. ROVERS PROJECT DATE: CHECKED BY: S. SOVERS cAO DATE: n2v2DI2 6:02:49 Pn DRAWN BY: J. DEBOWEH cA0 Pae: K:�CR�1E�2039�391C23�CAD�Piao.�xa_Sto mseee�_M34.=Et NO DATE BT REVISION DESCRIPTION �0�� LOWER RKWOOMUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(854)-70.62 WATER MAIN CROSS-SECTIONS SHEET W. M,34 TRAFFIC SIGNAL PROJECT NOTES 1. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO SALVAGING ANY EXISTING TRAFFIC SIGNAL AND STREET LIGHTING EQUIPMENT I INCLUDING SIGNAL HEADS, POLES. MAST ARMS, CABLES. ETC.I FOR THE PURPOSE OF COORDINATING THE EQUIPMENT TO BE SALVAGED AND THE DESIRED PICK UP TIME. THE CITY WILL THEN PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE CONTRACTOR. 2. ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID FOR THIS PROJECT SHALL INCLUDE ALL LABOR. TOOLS. EQUIPMENT, AND MATERIALS NECESSARY TO PROVIDE COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATIONS. IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. 3. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL PRIVATE AND PUBLIC UTILITIES PRIOR TO EXCAVATION ON THE PROJECT. DUE TO THE NUMBER AND LOCATION OF THE EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL BE PREPARED FOR A SIGNIFICANT AMOUNT OF UTILITY COORDINATION. IN ADDITION TO ALL EXISTING AND PROPOSED UTILITIES. THE CONTRACTOR SHALL USE CARE NOT TO DAMAGE THE PROPOSED SUBDRAIN. 4. THE LOCATIONS OF ALL FOOTINGS. HANDHOLES. AND CONDUIT ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. HANDHOLES SHALL NOT BE PLACED IN DITCH BOTTOMS. 5. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 4—CONDUCTOR CABLE SHALL BE USED FOR 3—SECTION HEADS. A T—CONDUCTOR CABLE SHALL BE USED FOR EITHER A 4 OR 5 SECTION SIGNAL HEAD, AND A 9—CONDUCTOR CABLE SHALL BE USED FOR THE PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS PER SIGNAL POLE. 6. NO LANE CLOSURES WILL BE PERMITTED BETWEEN THE HOURS OF 7:00-8:30 AM. OR BETWEEN THE HOURS OF 4:00-6:00 PM. 7. ALL VEHICLE SIGNAL HEADS SHALL COME FURNISHED WITH BACK—PLATES. 8. FOR TRAFFIC SIGNAL APPLICATIONS, SCHEDULE 80 PVC MAY BE SUBSTITUTED FOR HOPE CONDUIT WHEN NECESSARY TO FACILITATE INSTALLATIONS IN TIGHT LOCATIONS. ALL PUSHED CONDUIT SHALL BE HOPE. 9. ALL STREETLIGHT LUMINAIRE ARMS MOUNTED ON THE TRAFFIC SIGNAL POLES SHALL BE LOCATED AT 180 DEGREES TO THE POLE ACCESS HANDHOLE (PARALLEL WITH MAST—ARM) UNLESS OTHERWISE NOTED. LUMINAIRES MOUNTED ON THE TRAFFIC SIGNAL POLES SHALL HAVE A 30' MOUNTING HEIGHT. 10. FOR STREET LIGHTING POWER FEEDS, THE CONTRACTOR SHALL INSTALL FLOOD—SEAL IN—LINE AND WYE FUSED AND NON—FUSED KITS. 11. RUNS FOR VIDEO CAMERA POWER AND COAXIAL CABLE SHALL BE CONTINUOUS WITHOUT SPLICES FROM THE VIDEO CAMERA TO THE CONTROLLER. 12. TRAFFIC SIGNAL POLES SHALL BE GALVANIZED. 13. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF THE ITEM UNLESS OTHERWISE NOTED. 14. A #6 A.W.G. BARE COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS THAT CARRY 120 VOLT SIGNAL CABLES. ALL POLES, PEDESTALS. AND THE CONTROLLER CABINET SHALL BE BONDED TO FORM A CONTINUOUS SYSTEM AND BE EFFECTIVELY GROUNDED. BONDING JUMPERS SHALL BE 06 A.W.G. BARE COPPER WIRE CONNECTED BY APPROVED CLAMPS. 15. TRAFFIC SIGNAL TIMINGS SHOWN ON THE PLANS ARE SUGGESTED TIMINGS ONLY. CONTRACTOR SHALL VERIFY SUGGESTED TIMINGS WITH CITY OF IOWA CITY ENGINEERING DEPARTMENT. 16. TRAFFIC SIGNAL MAST ARM LENGTHS SHOULD EXTEND PAST THE OUTER MOST SIGNAL HEAD BY TWO FEET TO ALLOW FOR ADJUSTMENTS IN THE FIELD. THE PLANS REFLECT THE ADDITIONAL TWO FEET. 17. THE CITY SHALL WIRE THE TRAFFIC SIGNAL CABINET AND CONFIGURE THE VIDEO DETECTION 18. TRAFFIC SIGNAL CABINETS AND CONTROLLERS SHALL BE FIBER READY. 19. CONSTRUCTION STAGING REQUIRES THE REMOVAL OF THE EXISTING TRAFFIC SIGNALS AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL EQUIPMENT AND MATERIALS NECESSARY TO CONSTRUCT. OPERATE. AND MAINTAIN FULLY FUNCTIONAL TEMPORARY SPAN WIRE TRAFFIC SIGNALS DURING CONSTRUCTION. EQUIPMENT AND MATERIALS INCLUDE. BUT ARE NOT LIMITED T0: WOOD POLES, LUMINAIRES, LUMINAIRE ARMS. GUY WIRE, SIDEWALK GUY ANCHORS. MESSENGER CABLE. TRAFFIC SIGNAL WIRE, TRAFFIC SIGNAL HEADS. PEDESTRIAN HEADS. PUSHBUTTONS. BRACKETS. AND HARDWARE. THE CONTRACTOR SHALL SALVAGE AND REUSE THE VIDEO DETECTION EQUIPMENT FROM THE EXISTING TRAFFIC SIGNALS AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD FOR USE WITH THE TEMPORARY TRAFFIC SIGNALS AND PROPOSED PERMANENT TRAFFIC SIGNALS LOCATED AT THE SAME TWO INTERSECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REINSTALLATION OF THE VIDEO DETECTION EQUIPMENT AND ANY MISCELLANEOUS WIRING. HARDWARE, AND BRACKETS NECESSARY TO RENDER THE VIDEO DETECTION OPERATIONAL. AT THE MALL DRIVE AND FIRST AVENUE INTERSECTIONS WITH LOWER MUSCATINE ROAD. THE CONTRACTOR SHALL INSTALL THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTINGS AND NEAREST PROPOSED HANDHOLES (HH 11 8 HH 16) FOR USE WITH THE TEMPORARY TRAFFIC SIGNALS. THE PROPOSED PERMANENT CONDUIT SHALL ALSO BE INSTALLED BETWEEN EACH CABINET FOOTING AND NEAREST PROPOSED PERMANENT HANDHOLE (HH 11 d HH 16). A TEMPORARY SECTION OF CONDUIT SHALL BE INSTALLED OVER TO TEMPORARY WOOD SIGNAL POLE *1 AT EACH OF THE TWO INTERSECTIONS. THE EXISTING MALL DRIVE SIGNAL CABINET. UPS CABINET/SYSTEM. AND CONTROLLER SHALL BE SALVAGED AND RELOCATED TO THE PROPOSED FOOTING AT MALL DRIVE WHERE IT SHALL BE USED TO RUN THE TEMPORARY TRAFFIC SIGNAL AND THE PROPOSED PERMANENT TRAFFIC SIGNAL. THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET AND CONTROLLER FOR FIRST AVENUE SHALL BE INSTALLED ON THE NEW CABINET FOOTING AND USED TO RUN THE TEMPORARY TRAFFIC SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL AT FIRST AVENUE. SEE J SHEETS FOR CONSTRUCTION STAGING AND TEMPORARY SPAN WIRE TRAFFIC SIGNAL PLANS. 20. THE CONTRACTOR SHALL COORDINATE SERVICE CONNECTIONS FOR THE PROPOSED PERMANENT AND TEMPORARY TRAFFIC SIGNALS WITH MIDAMERICAN ENERGY. 21. THE EXISTING FIBER OPTIC CONNECTION TO THE FIRE STATION CAN NOT BE LOST. THE PROPOSED STREET CONSTRUCTION IMPACTS THE EXISTING UNDER GROUND AND AERIAL FIBER OPTIC SYSTEM AT AND NEAR THE INTERSECTION OF LOWER MUSCATINE ROAD AND FIRST AVENUE. MAINTAINING THE FIBER OPTIC CONNECTION WILL IMPACT CONSTRUCTION STAGING. SEE SHEET N.16. 22. TRAFFIC SIGNAL SERVICE: 100 AMP SERVICE. 120 VOLT — 2 WIRE LIGHTING CIRCUIT FOR LIGHTING ON TRAFFIC SIGNAL POLES: 20 AMP CIRCUIT BREAKER SIGNAL LEGEND SYMBOL/LABEL DESCRIPTION ABBREVIATIONS POWER SOURCE (MAY BE POLE OR PEDESTAL) ® CABINET, CONTROLLER, AND CONCRETE PAD OOI TRAFFIC SIGNAL POLE. FOOTING, AND IDENTIFYING NUMBER ® O PEDESTAL POLE. FOOTING, AND IDENTIFYING NUMBER • O TEMPORARY WOODEN SIGNAL POLE AND IDENTIFYING NUMBER —� 81 TRAFFIC SIGNAL HEAD AND IDENTIFYING NUMBER 25 PEDESTRIAN HEAD AND IDENTIFYING NUMBER ®1 PEDESTRIAN PUSHBUTTON IDENTIFYING NUMBER OC MAST ARM MOUNTED SIGN AND IDENTIFYING NUMBER -� ® VIDEO DETECTION CAMERA AND IDENTIFYING NUMBER NON—FUSED WYE CONNECTOR FOR STREET LIGHTING LUMINAIRE I'___42 I VIDEO DETECTION AREA AND IDENTIFYING NUMBER O O 1700" POLYMER CONCRETE STYLE (TYPE 1) HANDHOLE AND IDENTIFYING NUMBER Q30x48" POLYMER CONCRETE STYLE (TYPE 2) HANDHOLE AND IDENTIFYING NUMBER -------- TRAFFIC SIGNAL/INTERCONNECT CONDUIT - LABELS WITH AN IDENTIFYING NUMBER FOLLOWED BY THE LETTER "E" REPRESENT EXISTING EQUIPMENT. lE EXISTING TRAFFIC SIGNAL POLE, FOOTING, AND IDENTIFYING NUMBER e4E EXISTING JUNCTION BOX AND IDENTIFYING NUMBER —TS— EXISTING SIGNAL CONDUIT PROJECT M. 090023 CES mEEO Y, J. RESLER N0 GATE RY REVISION OEV.0.1PTId1 #Foth I I Sw:+ r+0 PRWEOT DATM. 1=3OYz009 DESIRED BY, J WE R LOWER MUSCATINE ROAD IMPROVEMENTS cAg NTE, gvnYzglz 9:001 AM CRANK BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE TRAFFIC SIGNAL PROJECT NOTES I LEGEND N.01 CMO FlUi X,%M%WX2W41023%MD%Plam%091023-Mi.sht IOWA CITY, IOWA ABBREVIATIONS SIG SIGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL SIGNAL CONTROLLER POWER CABLE STILT STREET LIGHT POWER CABLE GR GROUND WIRE 146 TR TRACER WIRE 1c 10 PT PULL TAPE Y1 FUSED WYE CONNECTOR FOR STREET LIGHTING Y2 NON—FUSED WYE CONNECTOR FOR STREET LIGHTING Y3 NON—FUSED WYE CONNECTOR FOR STREET LIGHTING L1 FUSED IN—LINE CONNECTOR FOR STREET LIGHTING L2 NON—FUSED IN—LINE CONNECTOR FOR STREET UGHTING HH HANDHOLE VIDEO COAX, P/F VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE PROJECT M. 090023 CES mEEO Y, J. RESLER N0 GATE RY REVISION OEV.0.1PTId1 #Foth I I Sw:+ r+0 PRWEOT DATM. 1=3OYz009 DESIRED BY, J WE R LOWER MUSCATINE ROAD IMPROVEMENTS cAg NTE, gvnYzglz 9:001 AM CRANK BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE TRAFFIC SIGNAL PROJECT NOTES I LEGEND N.01 CMO FlUi X,%M%WX2W41023%MD%Plam%091023-Mi.sht IOWA CITY, IOWA I hereby certify that this engineering dooumentwes prepared by me or under my direct personal suoerA.I.n and Nat I am a duty Ilcensed Professional Englneer under the laws of the Slate of Iowa. OFE SIO JON L ER, P.E. ATE N JON L C w RESLER 2 • mbar. 16811 J 16911 renewal dots M DECEMBER 31, 2013. �m Pegss a, / _�.,,yel: PROJECT M. 090023 CES mEEO Y, J. RESLER N0 GATE RY REVISION OEV.0.1PTId1 #Foth I I Sw:+ r+0 PRWEOT DATM. 1=3OYz009 DESIRED BY, J WE R LOWER MUSCATINE ROAD IMPROVEMENTS cAg NTE, gvnYzglz 9:001 AM CRANK BY: FROM KIRKWOOD AVENUE TO 1ST AVENUE TRAFFIC SIGNAL PROJECT NOTES I LEGEND N.01 CMO FlUi X,%M%WX2W41023%MD%Plam%091023-Mi.sht IOWA CITY, IOWA TRAFFIC SIGNAL FACES TRAFFIC SIGNAGE 0 STREET NAME SIGNS O O 5��� 0 3 Y 1 li J R 1T LEFT TURN YIELD L.OWer Muscatine R0 Sycamore S1 F 12" Y . O 13 N FLASHIN YELLOW r' z Z 120"X18" 72'x18" ^ ' (2 ) N CV © LY 52 � L Q U I (2-REO GREEN BACKGROUND GREEN BACKGROUND BACKGROUND 12 12" G FLY N0. 23'24' 43,44,63, RID-SPECIAL R3 _5L — Ll (, W/WHITE LETTERS W/WHITE LETTERS 64,83,84, 30"X36" 30"X36" Lu Z I INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING �lV 17 (8-REO-D) (4-REO'D) (4-R26D) Q AND APPROXIMATE SIGN BLANK GENERAL DIMENSIONS, N0. 21,22, IF r Q STREET NAME SIGNS SHALL BE SUPPLIED BY THE CITY AND G 41,42,61, VG,) g F- INSTALLED BY THE CONTRACTOR. (82 REO'D) I tiV O5 0 NO. 11.31, 51,71 ALL INDICATIONS SHALL BE LED (4-REO'D) F W 1 401 02 I ❑4 a4 R/W — L I _ 1 r1 1 43 36' MAST ARM 2 60 F_ 1 \ 42 I V� 7 2011 B AF W \R/ / \ // 24 D A Vi C 63 5 / — — — — — — — ' 11 61 — r 62cn — — — — — — — — — — — — — — SD S — a — — T1 — — — - S a — --- — —_— - - _ G — _ — ---, 6141 41 41 LOWER MUSCATINE ROAD 7 y a 1 47 ------ 1 �— — 71 -----� —� _ t — — O — — — — __OH OH � > OHE O --- �y. 22 I 81 D — —S ------- SD — ITEM STATION, OFFSET G 21 A 51 D 164 CONTROLL6l(CENTEItOFCABINET)>L— '1j-1 811 21 1211 W 1211 W SYCAMORE 20 71.5, 40.1' LT 82 R / W POLES (CEIRM OF FOOTING) — — — B — I 601 11 2 2b55.3. 37.5' LT 21.53.5. 3T.5'LT 5� Y � O\ V 9 42' M T 1 N 1 83 3 I ° — _ _ — — !� 84 ❑$ ` / I 3 21.85.5, 35.17 RT $01 1 a 20.50.5, 35.2 RT \ 1 1 1 I O / JUNCTION BOXES (CENTER OF JUNCTION BOX( \ 1 1 61 3 2 79.0.43.17 LT \\ 41 21.48.5.43.17 LT 5 21.58.5, 25.T LT PEDESTRIAN PUSHBUTTON 6 21.ST.3. 30.2 RT 71 21.To2.73.r RT AND SIGNAL FACE MOUNTING al 20.88.2. 38.4' OETECTION ZONES (LBAoxo EOOE,CLOSEBi TO INlEROBCTIONI I 2 �\ s1�,L❑7 i 11 21.21.3.38.T RT 4— 0 s 21 31 21.0.9, 40.17 LT 2 77.3, o.17 a 41 51 21.95.0. 13.7 IT 21.18.9, 0.7 IT } ? 4 I I ��(" /` / \ TRAFFIC SIGNAL POLE FOOTING #): ELEVATION = 695.42 0 10 TRAFFIC SIGNAL POLE FOOTING #2: ELEVATION = 696.14 FLEE_J 81 21-335 TRY \ TRAFFIC SIGNAL POLE FOOTING #3: ELEVATION = 696.20 POLE FOOTING #4: = 695.54 71 21.85.0, O.tla p (� / O \ TRAFFIC SIGNAL ELEVATION 51 2 n.3.13.7 Rr 00 PROJECT N0: 041023 OESIGNED BY: J. RESLER NO DATE BY REYISIM DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-371516541-70-52 NO. PROJECT GATE: CXE. BY: J. RESLER Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROADISYCAMORE STREET F.EFFT 02 CAD DATE: TizsizDlz 6:14:38 PN DRAWN BY, IOWA CITY, wwn TRAFFIC SIGNAL LAYOUT CAO FILE: x:\CIR\IE\2009\091023\CADVIl \091023 NO2aNs SUGGESTED TIMINGS AM PEAK (SECONDS) LOWER MUSCATINE ROAD AND SYCAMORE STREET PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 5.0 1 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 18.0 8.0 22.0 8.0 27.0 8.0 22.0 MAXIMUM 11 SIG SIGNAL HEAD CABLE YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 13 STLT 13 13 15 ADDED tNITIAL cr GR GROUND WIRE lc#6 TIME TO REDUCE r Y TIME BEFORE REDUCTION TRACER1cj�10 MINIMUM GAP PT PULL TAPE SUGGESTED TIMINGS OFF PEAK (SECONDS) LOWER MUSCATINE ROAD AND SYCAMORE STREET PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 1 5.0 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 3.0 1 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 1B.O 8.0 22.0 8.0 27.0 8.0 22.0 MAXIMUM II SIG SIGNAL HEAD CABLE YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 13 STLT 13 13 15 ADDED INITIAL cr GR GROUND WIRE lc#6 TIME TO REDUCE r Y TIME BEFORE REDUCTION TRACER1cj�10 MINIMUM GAP PT PULL TAPE SUGGESTED TIMINGS PM PEAK (SECONDS) LOWER MUSCATINE ROAD AND SYCAMORE STREET PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 18.0 8.0 50.0 8.0 27.0 8.0 50.0 MAXIMUM II SIG SIGNAL HEAD CABLE YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.4 2.4 2.4 24 2.4 2.4 2.4 2.4 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 13 STLT 13 13 15 ADDED INITIAL cr GR GROUND WIRE lc#6 TIME TO REDUCE r Y TIME BEFORE REDUCTION TRACER1cj�10 MINIMUM GAP PT PULL TAPE 4c SIGNAL WIRE COLOR CODE 7c SIGNAL WIRE COLOR CODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN - GREEN BALL 8LACK - YELLOW BALL RED - RED BALL WHITE - COMMON GREEN BLACK W -SIDE ST ABBREVIATIONS BLACK OW -SIDE ST WHITE - PED COMMON ORANGE - O BLACK - PS -SIDE ST WHITE BLACK PB COMMON _ BLUE - I SPARE O SIG SIGNAL HEAD CABLE O PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE 3 CNTRL SIGNAL CONTROLLER POWER CABLE Y STLT STREET LIGHT POWER CABLE cr GR GROUND WIRE lc#6 r Y TRACER1cj�10 PT PULL TAPE 52I Z Y1 FUSED WYE CONNECTOR FOR STREET LIGHTING L Q Y2 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING J U Y3 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING 10' OF 3" HDPE W Ll FUSED IN-LINE CONNECTOR FOR STREET LIGHTING 1-7c (SIG � 0 70' OF 3" HDPE L2 NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING 1-4c (SIW w Z 1-7c (SIG) HH HANDHOLE 1-9c (PED) F - r - Q 1-4c (SIG) VIDEO COAX, P/F VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE 1 -VIDEO COAX, P/F Q �. I -9c (PED) 2-lc#10 (STLT) o 1 -VIDEO COAX. P/F I-GR/1-TR/1-PT 2-Ic#10 (STLT) j W PT 1-GR/1-TR/41O 2 AT 10' EACH 4" HDPE 121 51 ]0' F 3" HDPE 4-7c (MG) 4-4c (SIG) ❑3 I 02 ❑4 44 1-7c SIG 1-4c (SIG) 4-9c (PED) 4 -VIDEO COAX, P/F 43 1-9c (PEW 1 -VIDEO COAX, P/F 6-lc#10 (STLT) O 36' MAST M 2 60 2-1c#10 (STLT) 2-GR/2-TR/2-PT 1-GR/1-TR/1-PT 201 _ 42 O _ ?AR 1-L2 35' OF 2" HOPE 3 AT 1205' EACH 2" HDPE 0' OF 2" HDPE 1 Q I -PT HH 5 TO HH IO -1c#3 (CNTRL/STLT) -TR/1-PT 24 O A V1 63 E] 3-PT l -L1 I -L2 _ 11 61 62 LOWER MUSCATINE ROAD 2 AT 930' EACH 2" HDPE HH 2 TO HH 5 1-TR/2-PT 41 Of -18 V47 O B 6 _ _ _24 71 1 32� 31 71 72 6' ---_--mj 31 A - m - 4 B 85' OF 4" HOPE 85' 4" 8'. - 2-4c (SIG) b D g1 2-9c (PED) 2 -VIDEO COAX, P/F L - - - - - - 22 2-1c#IO (STLT) > 1-GR/1-TR/1-PT 81 15' OF i" HOPF 4c SIGNAL WIRE COLOR CODE 7c SIGNAL WIRE COLOR CODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN - GREEN BALL 8LACK - YELLOW BALL RED - RED BALL WHITE - COMMON 9c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - W -MAIN ST RED - DW -MAIN ST GREEN BLACK W -SIDE ST RED BLACK OW -SIDE ST WHITE - PED COMMON ORANGE - PB -MAIN ST BLACK - PS -SIDE ST WHITE BLACK PB COMMON _ BLUE - I SPARE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - GREEN BALL ORANGE BE YELLOW BALL RED GREEN RED BALL BLUE - <-G(5-SEC) BLACK - FYA(4-SEC) WHITE - COMMON WHITE BLACK COMMON SIGNAL & VIDEO CABLE DESIGNATION 1 TAPE = 2 TAPES = 3 TAPES = LEFT TURN SIGNALS THIRD SIGNALS RIGHT TURN SIGNALS TAPE COLOR INTERSECTION CORNER BLUE NE ORANGE BE YELLOW SW GREEN NW © 21 OA 51 1 -ac (SIW 1-9c (PED) 1 -VIDEO COAX, P/F 2-1c#10 (STLT) 1-GR/1-TR/1-PT 82 -" O I �� ( 1 ( 1 ❑ 4 64 2-Y3 42 MAST ARfN1 ` 6 83 10' OF 3" HDPE 1-7c (SIG) 01 65' OF 3' HDPE 1 1 1 1 1-4c (SIG) (SIG) 1-9c (PED) 3-7c 1-4c (SIG ` 11 1 1 61 1 1 -VIDEO COAX, P/F 2-1c#10 (STILT)1-9c (PED) 1 -VIDEO COAX, P/F 1-GR/1-TR/1-P7 2-lc#10 (STLT) 1-GR/1-TR/1-PT �j PROVIDE SINGLE PHOTOCELL ON OUTSIDE OF TRAFFIC SIGNAL CABINET TO CONTROL LUMINAIRES MOUNTED ON TRAFFIC SIGNAL POLES. SEE POWER SERVICE DETAIL ON SHEET N.23. l 12 s Sf f �.A E El i 0 0 FEET PROJECT W: 091023 DESIGNED BY: J. RESLER NO DATE BY REVISION DESCRIPTION MENTSPROJECT LOWER MUSCATINE ROAD LTO STP -U-371516541--70-52 sxEEJW DATE, CHECKED BY: J. RESLER -- fO�� T 1ST FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROADISYCAMORE STREET N CAD DATE: 7/25/2012 6:14,39 PM oRewN Br, WIRING DIAGRAM CAO FILE: XACR\1E\2009\091023\CADVIm\091p23A03.aM - IOWA CITY, IOWA TRAFFIC SIGNAL POLE DATA 10® AND Q LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. PROPOSED FLOW DIAGRAM LOWER MUSCATINE ROAD AND SYCAMORE STREET LOWER MUSCATINE RD AND SYCAMORE ST PHASE SEQUENCE NOT ALLOWED FROM TO (D TRAFFIC SIGNAL © TRAFFIC SIGNS ® VIDEO CAMERAS ®FOOTING DUAL ENTRY PHASES 02+06, +04+08 w HEADS ON ARM N ARM ON ARM LUMINARE ARM DIMESIGNS N S w J POLE NO. POLE TYPE MAST ARM LENGTH MISCELLANEOUS TOTAL QUANTITY LOCATION LOCATION r LOCATION w COMMENTS NUMBERR MOUNTING ORIENTATION DIA. DEPTH (FT.) QTY. ON ARM QTY. ON ARM QTY. ON ARM QTY. SPREAD HEIGHT (DEGREES) (FT.) (FT.) W N J (FT.) n (FT.) o (FT.) Z _ (FT.) (FT.) 6 1,6 1 12 VIDEO 1 1 1 1 21 VIDEO 2 2 5.0 1 I COMBINATION 39' 2 36.0'.23.5' 3 37.0',32.0', 1 28'0 1 B. 30' 0 3' 10.5' GALVANIZED STEEL i VIDEO SIGNAL/LIGHTING 3 3 1 6.0' 41 VIDEO 4 4 1 401,402 2 COMBINATION 36 2 }3,0'22.0' 3 34.0'29•'0 , ' 1 25.0' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 5 SIGNAL/LIGHTING 1 , 61 10.0' 6 6 5.0 1 601,602 X 6 3 COMBINATION 36' 2 33.5',21.0' 3 34.0',29.5', 1 25.5' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 81 VIDEO 1 B.O. 18 1 801,802 1 X 1 e 4 COMBINATION 42' 2 36.5'.27.0' 3 40.0',32.5', 1 30.0' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 8.0' 10® AND Q LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. PROPOSED FLOW DIAGRAM LOWER MUSCATINE ROAD AND SYCAMORE STREET LOWER MUSCATINE RD AND SYCAMORE ST PHASE SEQUENCE NOT ALLOWED FROM TO 02+06 H'2+H5, H1 +06 04+08 03+.08, 04+07 DUAL ENTRY PHASES 02+06, +04+08 DETECTOR SUMMARY CONTROLLER/BACK INDICATES FLOW PATH WITH ALL PHASES DEMANDED FLASHING OPERATION PANEL DATA INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES LOWER MUSCATINE RED PHASES USED 8 ARE NOT DEMANDED AT THE SAME TIME OF RIGHT -OF -WAV TRANSFER SYCAMORE RED EXPANSIBLE TO: 8 PEDESTRIAN DARK MINIMUM QUANTITY OF 16 PROPOSED PHASE SEQUENCE CHART CK PANEL POSITIONS: LOWER MUSCATINE ROAD AND SYCAMORE STREET _ 05 02+A5b"2 W H3 - 41 . H1 ♦ Hi+H6 H6 -E-41 .03+H7 H3+HB 04+07 04+08 HI +05 01+96 H2+05 02+06 APPROACH SIGNAL HEAD NO. 3 CLEAR TO H 3 CLEAR TO H 3 CLEAR TO H CLEAR TO H CLEAR TO H 3 CLEAR TO H 3 CLEAR TO H CLEAR TO H \ \ \ \ \ \ xi Ai ea 0_ z�. it .. ea ea xi zi ne. ea ea ea ea ti �♦ ea 1+. 1+. + 4a AR 1+_ 1+. 2+ AR AR AH AH NORTHBOUND 171 41,42 LOWER MUSCATINE 43,44 SOUTHBOUND 31 z 0 81,82 LOWER MUSCATINE 83,84 n t w w w S w J z W w r o w COMMENTS NUMBERR L j o w p W yy 3 W N J a n a o O z Z _ 11 VIDEO 6 1,6 1 12 VIDEO 1 1 1 1 21 VIDEO 2 2 5.0 1 201.202 X 2 31 VIDEO 8 3,8 1 32 VIDEO 3 3 1 41 VIDEO 4 4 1 401,402 X 4 51 VIDEO 2 5,2 1 52 VIDEO 5 5 1 61 VIDEO 6 6 5.0 1 601,602 X 6 71 VIDEO4 7,4 1 72 VIDEO 7 7 1 81 VIDEO 1 1 8 18 1 801,802 1 X 1 e CONTROLLER/BACK INDICATES FLOW PATH WITH ALL PHASES DEMANDED FLASHING OPERATION PANEL DATA INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES LOWER MUSCATINE RED PHASES USED 8 ARE NOT DEMANDED AT THE SAME TIME OF RIGHT -OF -WAV TRANSFER SYCAMORE RED EXPANSIBLE TO: 8 PEDESTRIAN DARK MINIMUM QUANTITY OF 16 PROPOSED PHASE SEQUENCE CHART CK PANEL POSITIONS: LOWER MUSCATINE ROAD AND SYCAMORE STREET _ 05 02+A5b"2 W H3 - 41 . H1 ♦ Hi+H6 H6 -E-41 .03+H7 H3+HB 04+07 04+08 HI +05 01+96 H2+05 02+06 APPROACH SIGNAL HEAD NO. 3 CLEAR TO H 3 CLEAR TO H 3 CLEAR TO H CLEAR TO H CLEAR TO H 3 CLEAR TO H 3 CLEAR TO H CLEAR TO H \ \ \ \ \ \ xi Ai ea 0_ z�. it .. ea ea xi zi ne. ea ea ea ea ti �♦ ea 1+. 1+. + 4a AR 1+_ 1+. 2+ AR AR AH AH NORTHBOUND 171 41,42 LOWER MUSCATINE 43,44 SOUTHBOUND 31 81,82 LOWER MUSCATINE 83,84 EASTBOUND 11 61,62 MIDAM/KIRKWOOD 63,64 ENTRANCE WESTBOUND 151 21,22 SYCAMORE STREET 23,24 PROPOSED SIGNAL HEAD LOCATIONS LOWER MUSCATINE ROAD AND SYCAMORE STREET LEGEND 0 ACTUATED VEHICULAR MUVEMENI —D NON -ACTUATED VEHICULAR MOVEMENT 10 PARTIALLY RESTRICTED VEHICULAR MOVEMENT —G ACTUATED PEDESTRIAN MOVEMENT D NON -ACTUATED PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL H TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW ER RED LEFT ARROW KpY FLASHING YELLOW LEFT ARROW <* YELLOW LEFT ARROW t6 GREEN LEFT ARROW YELLOW RIGHT ARROW ® GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK AH ALL OTHER PHASES PRI PREEMPT #I PROJECT W. 091023 DESIGNED BO J. REAER NC DATE BY REVISION OESCRIPTIN #Foth 07 _U PROJECT GATE: CHECKED BY: J. REAER LOWER MUSCATINE ROAD IMPROVEMENTS LOWER MUSCATINE ROADISYCAMORE STREET CAD DATE: T,zs,zDlz Bn+H1 PM oRAwN Br: FROM KIRKWOOD AVENUE TO IST AVENUE N.�4 ILD FILE: X:XMEE\21109\091023\CAO\Plein\WI023.NOLMt IOWA CITY, IOWA SIGNAL INFORMATION O O / O o/ MT �/ / —--------------------------� F — — — I I I R/W LOWER MUSCAT V T1 1'' (REMOVE) 1 — ffm / l +'vJ / o / — — — — --- EXISTING ------ /CA BINET/CONTROLLER/FOOTING (REMOVE FOOTING) \ (SALVAGE. RELOCATE. REINSTALL CABINE R/W kq-�/ V(REMOVE) OHE OHE tom. EXISTING MAST ARM POLE//FOOTING / (REMOVE) / C 3 �J W — EXISTING / MAST ARM POLE/FOOTING (REMOVE) EXISTING / EXISTING HANDHOLE MAST ARM I y G (REMOVE) / (REMOVE) R R/ W R / W �1 EXISTING IE HANDHOLE I THE CONTRACTOR SHALL REMOVE THE E%)STING CONCRETE TRAFFIC SIGNAL POLE FOOTINGS TD A MINIMUM 0 `� (REMOJE) — — 36" BELOW FINISHED GRADE AS WELL AS THE TRAFFIC SIGNAL CABINET FOOTING AND TRAFFIC SIGNAL CONDUIT. Q THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO SALVAGING ANY EXISTING TRAFFIC HEADS, POLES. MAST ARMS. CABLES. 3E -------- 2E J / \ EXISTING PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE HANDHOLE CONTRACTOR. \ (REMOVE) QTHE CONTRACTOR SHALL SALVAGE AND REUSE THE EXISTING VIDEO DETECTION EQUIPMENT FROM THE MALL DRIVE AND LOWER MUSCATINE ROAD TRAFFIC SIGNAL FOR USE WITH THE TEMPORARY TRAFFIC SIGNAL AND PROPOSED / l +'vJ / o / — — — — --- EXISTING ------ /CA BINET/CONTROLLER/FOOTING (REMOVE FOOTING) \ (SALVAGE. RELOCATE. REINSTALL CABINE R/W kq-�/ V(REMOVE) OHE OHE tom. EXISTING MAST ARM POLE//FOOTING / (REMOVE) / C 3 �J W — EXISTING / MAST ARM POLE/FOOTING (REMOVE) EXISTING / EXISTING HANDHOLE MAST ARM I y G (REMOVE) / (REMOVE) R R/ W R / W �1 EXISTING IE HANDHOLE I THE CONTRACTOR SHALL REMOVE THE E%)STING CONCRETE TRAFFIC SIGNAL POLE FOOTINGS TD A MINIMUM 0 `� (REMOJE) — — 36" BELOW FINISHED GRADE AS WELL AS THE TRAFFIC SIGNAL CABINET FOOTING AND TRAFFIC SIGNAL CONDUIT. Q THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO SALVAGING ANY EXISTING TRAFFIC HEADS, POLES. MAST ARMS. CABLES. 3E -------- 2E SIGNAL AND STREET LIGHTING EQUIPMENT (INCLUDING TRAFFIC SIGNAL ETC.) TO COORDINATE THE EQUIPMENT TO BE SALVAGED AND THE DESIRED PICK UP TIME. THE CITY WILL THEN \ EXISTING PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE HANDHOLE CONTRACTOR. \ (REMOVE) QTHE CONTRACTOR SHALL SALVAGE AND REUSE THE EXISTING VIDEO DETECTION EQUIPMENT FROM THE MALL DRIVE AND LOWER MUSCATINE ROAD TRAFFIC SIGNAL FOR USE WITH THE TEMPORARY TRAFFIC SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL LOCATED AT THE SAME INTERSECTION. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REINSTALLATION OF THE VIDEO DETECTION EQUIPMENT AND ANY MISCELLANEOUS WIRING. HARDWARE.AND — — —� BRACKETS NECESSARY TO RENDER THE VIDEO DETECTION OPERATIONAL. AN ADDITIONAL VIDEO CAMERA IS — — — — — QUANTIFIED IN THE PLANS FOR THE CONTRACTOR TO SUPPLY AND INSTALL AS THE SALVAGED VIDEO DETECTION 1 EQUIPMENT AT THE INTERSECTION ONLY INCLUDES 3 VIDEO CAMERAS AND 4 ARE REQUIRED. SEE N.06 FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUT AND THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. QAT THE MALL DRIVE INTERSECTION WITH LOWER MUSCATINE ROAD, THE CONTRACTOR SHALL INSTALL THE PROPOSED \ 1 PERMANENT TRAFFIC SIGNAL CABINET FOOTING AND NEAREST PROPOSED HANDHOLE (HH 11) FOR USE WITH THE \ TEMPORARY TRAFFIC SIGNAL. THE PROPOSED CONDUIT SHALL ALSO BE INSTALLED BETWEEN THE CABINET FOOTING AND HH 11. A TEMPORARY SECTION OF CONDUIT SHALL BE INSTALLED OVER TO TEMPORARY WOOD SIGNAL POLE #I. THE EXISTING MALL DRIVE TRAFFIC SIGNAL CABINET, UPS CABINET/SYSTEM, AND CONTROLLER SHALL BE ? ' SALVAGED AND RELOCATED TO THE PROPOSED FOOTING AT MALL DRIVE WHERE IT SHALL BE USED TO RUN THE 0 IB TEMPORARY TRAFFIC SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL. THE CONTRACTOR SHALL STAGE THE INSTALLATION OF THE TEMPORARY TRAFFIC SIGNAL TO MINIMIZE THE TIME THE EXISTING AND TEMPORARY FEET TRAFFIC SIGNALS ARE NOT OPERATIONAL. SEE N.06 FOR THE PROPOSED PERMANENTTRAFFICSIGNAL LAYOUT AND THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. PROJECT NO: 091023 OESIONED BY: J. RES RB BATE BY REVISION DESCRIPTION _ LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-7()-52 SHEET W. PROJECT DATE: C4ECNE0 BY: J. FE5LER .. �0� � FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROADIMALL DRIVE N.05 CAD DATE: ]12512012 B:11�42 PM DRAWN BY: Iowa CITY Iowa TRAFFIC SIGNAL REMOVALS cw FILE, %:\CR\IE\2009\091023\CwV'Isn\09IO2]14MS.Nt r ---I I n 1 LOWER MUSCATINI ITEM O TRAFFIC SIGNAL FACES 33+57.8. Q.11 LT + R Y R MC7 2 33.92.8, 41.T LT 3 13 41 - — — — — — — — — — —41,42.61, NO. (4-REO'D) 1Y G NO. 23,24, 43,44,63, 64,83,84, NO. 21,22, (8-REO.0) 62,81,82 (8 -REO -D) ALL INDICATIONS SHALL BE LE / F Y 12' G 11.31. 51:71 r ---I I n 1 LOWER MUSCATINI ITEM STATION, OFFSET CONTIOLlH11CMlR a CMNEI) MALL 33+57.8. Q.11 LT POLES ICEN IM GF FOG1111431 11 33+71.3, 41.8 LT 2 33.92.8, 41.T LT 3 34+]8.7, 47.1' LT 41 3-170.2 38.9 RT 51 9-1754. 38.9 RT JUNCTION BOXE8(CENTER OF JMNrnM BOX) 101 33+50.2.28.8 LT III 33.85.1, 47.8 LT 12 31.78.4. 53.8 LT 13 34.81.8, 37.8' RT 14 31.58.5, 27.1' RT 151 33.81.8, 25.4' RT aETEC11014 ZONES ILEAOING EDGE,CLOSEST TO INTERSECTION) 11 -1•28.7, N.4' RT 21 U -19.2.45.1 -LT 31 31+881, OA a 41 34.83.7, as LT 51 N+32.5. 48.7 LT 81 3 nl, 382 RT 71 S 887, 0.11 CL 81 33H8.9. 19.9 RT R/W TRAFFIC SIGNAGE O O LEFT TURN YIELD N FLASHIN YELLOW © ONLY RIO -SPECIAL R3 -5L 30"X36" 30"X36" (4-REO'D)(3-REO'0) —— — I- L---- fi I T 52 21 50' MAST ARM - A - ^n O --7— SD a /-A ------------------ W J VIEF - - - -OO2 5 kls`�P ' MAST ARM 2 - p ---/---------- --f--- I 0 13083 �3 I 3 r I 11 I 61 N I STREET NAME SIGNS ------------ O O Lower Muscatine RC Mall D, 120" x 18" 49'X18" (2-REQ'D) - (2-REO'D) GREEN BACKGROUND GREEN BACKGROUND W/WHITE LETTERS W/WHITE LETTERS INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING AND APPROXIMATE SIGN BLANK GENERAL DIMENSIONS. STREET NAME SIGNS SHALL BE SUPPLIED BY THE CITY AND INSTALLED BY THE CONTRACTOR. PROJECT N0: 091023 DESIGNED Y: J. KSLEfl ND GATE BY REYISIM DESCRIPTION 41. Fot h PROJECT GATE: CHECKED BY: J. RESLEfl CAO GATE: 7/25/2012 6:14:44 PM DRAWN BY:117/ LA0 FILE: %:\CR\IE\2009\091023\CAD\Plain\091023-"B t 11 L- 4 PEDESTRIAN PUSHBUTTON / AND SIGNAL MOUNTING 2 %1 '01 T T% Te / 5 r4l SD I -- - — - r., 4-- - - - SD I Q TRAFFIC SIGNAL POLE FOOTING #1: ELEVATION = 694.70 — — — — — — — — I TRAFFIC SIGNAL POLE FOOTING #2: ELEVATION = 694.52 TRAFFIC SIGNAL POLE FOOTING #3: ELEVATION = 694.16 1 TRAFFIC SIGNAL POLE FOOTING #4: ELEVATION = 694.04 TRAFFIC SIGNAL POLE FOOTING #5: ELEVATION = 694.47 QTHE EXISTING SIGNAL CABINET, CONTROLLER, UPS CABINET/SYSTEM, AND VIDEO DETECTION l� / EQUIPMENT FROM THE MALL DRIVE INTERSECTION SHALL BE SALVAGED AND REUSED AS PART OF THE TEMPORARY AND PROPOSED PERMANENT TRAFFIC SIGNALS. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND REINSTALLATION OF THE EQUIPMENT AND ANY MISCELLANEOUS WIRING, \ HARDWARE, AND BRACKETS NECESSARY TO RENDER THE EQUIPMENT OPERATIONAL. THE CONTROLLER FOOTING, HANDHOLE 11. AND THE 4" HOPE BETWEEN THE CONTROLLER AND HANOHOLE 11 SHALL G 1e ALSO BE INSTALLED AS PART OF THE TEMPORARY SIGNAL AND REMAIN IN PLACE FOR THE F, EET PROPOSED PERMANENT TRAFFIC SIGNAL. SEE THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. STP -U-371516541--70-52 BEET W. LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROADIMALL DRIVE N.06 IOWA CITY, IOWA TRAFFIC SIGNAL LAYOUT SUGGESTED TIMINGS AM PEAK (SECONDS) LOWER MUSCATINE ROAD AND MALL DRIVE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 5.0 1 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 17.0 8.0 22.0 8.0 26.0 8.0 22.0 MAXIMUM 11 r Cn STREET LIGHT POWER CABLE � GR LJ TR YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 TO RED CLEARANCE 2.2 2.5 2.9 2.6 2.5 2.2 2.6 2.9 WALK 7 7 VIDEO COAX, P/F 7 7 PEDESTRIAN CLEARANCE 13 18 15 22 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP SUGGESTED TIMINGS OFF PEAK (SECONDS) LOWER MUSCATINE ROAD AND MALL DRIVE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0 7.0 5.0 10.0 5.0 7.0 1 5.0 1 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 17.0 8.0 22.0 8.0 26.0 8.0 22.0 MAXIMUM II r Cn STREET LIGHT POWER CABLE � GR LJ TR YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.2 2.5 2.9 2.6 2.5 2.2 2.6 2.9 WALK 7 7 VIDEO COAX, P/F 7 7 PEDESTRIAN CLEARANCE 13 18 15 22 ADDED INITIAL TIME TO REDUCE TIME BEFOEDUCTION RE R MINIMUM GAP SUGGESTED TIMINGS PM PEAK (SECONDS) LOWER MUSCATINE ROAD AND MALL DRIVE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 5.0F2. W -SIDE ST 5.0 10.0 5.0 7.0 5.0 10.0 PASSAGE 3.0 PB -MAIN ST 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM 1 17.0 SPARE 8.0 22.0 8.0 26.0 8.0 22.0 MAXIMUM 11 r Cn STREET LIGHT POWER CABLE � GR LJ TR YELLOW CHANGE 3.0 PT 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.2 Y3 2.9 2.6 2.5 2.2 2.6 2.9 WALK HH 7 VIDEO COAX, P/F 7 7 PEDESTRIAN CLEARANCE 18 15 22 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM CAP 4c SIGNAL WIRE COLOR CODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN - GREEN BALL BLACK - YELLOW BALL RED - RED BALL WHITE - COMMON C)c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - W -MAIN ST RED - DW -MAIN ST GREEN BLACK W -SIDE ST RED BLACK DW -SIDE ST WHITE - PED COMMON ORANGE 72 PB -MAIN ST BLACK BLACK PB -SIDE ST WHITE I BLACK PB COMMON BLUE - SPARE 7c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - GREEN BALL ORANGE - YELLOW BALL RED - RED BALL BLUE - <-G(5-SEC) BLACK - FYA(4-SEC) WHITE 72 COMMON WHITE BLACK COMMON 5-9c (PED) 4 -VIDEO COAX, P/F n 11 6-lc#10 STILT) \ 2-GR/2-TR/2-PT \ 10' OF 2" HOPE Q 2011 1-TR#/1-PT 5 1 NTRL/STLT 1 I� 15' OF 2" HDPE 10 1 24 1 -PT 1 1 Q / 52 0 FEET0 G� 115' OF 3" HDPE i_7. Ick 1-4c (SIG) 10' OF 3" HOPE 1-9c (PEO) 1 -VIDEO COAX, P/F 1-7c SIG) 2-1c#10 (STILT) 10' OF 3" HOPE 1-4c (SIG) I_ 'c 1-7c SIG) 1-9c (PED) 1-4c (SIG) 1 -VIDEO COAX, P/F 12 401 1-9c (PEO) 1-GR/1-TRSILPT / 21 / / 51 / 1 -VIDEO COAX, P/F _ _ � 2-lc#10 (STLT) - -44 l-GR/1-TR/1-PT (� 43 50' MAST ARM © 60 OV16 1-L1 3 O42O 402 11 61 62 1 L2 63 E 30' OF 2' HOPE 1-9c (PED) 1-GR/1-TR/1-PT \ 3 AT 1205' EACH. 2" HDPE 1 1 3HPT TO HH 10 I 1 3 AT 55' EACH 2" HDPE I 14 3 -PT 1r 41 � _ .1 47 e 24 _ � _112 O 1 1 fl 3 - 31 L - -11-- 1 O 71 80' OF 4" HDPE , 1 2-7� (sIG B 1 2-4c (SIG) 2-9c (RED) - 1 2 -VIDEO COAX, P/F 81 2-1c#10 (STLT) 1 1-GR/1-TR/1-PT SIGNAL & VIDEO CABLE DESIGNATION 1 TAPE LEFT TURN SIGNALS 2 TAPES = THRU SIGNALS 3 TAPES = RIGHT TURN SIGNALS TAPE COLOR INTERSECTION CORNER BLUE NE ORANGE SE YELLOW SW GREEN NW L 3AT 820 HH 20 2 HDPEPH 81 15 i i 14 23 O 22 21 OA 51 3 -PT 1� _-__- V2 -- FLIM _ I -1_22-Y3 15' OF 3" HDPE 1-7c (SIG) 02 O 35' MAST ARM/ I -4c (SIG) 1-9c (PED) 01 84 1 -VIDEO COAX, P/F 95' OF 3" HDPE 2-lc#10 STILT) I -7c (SIG) 1-GR/1-TR/1-PT 1-4c (SIG) 1-9c (PED) 1 -VIDEO COAX, P/F 2-lc#10 (STI -1r) 1-GR/1-TR/1-PT Qj PROVIDE SINGLE PHOTOCELL ON OUTSIDE OF TRAFFIC SIGNAL CABINET TO CONTROL LUMINAIRES MOUNTED ON TRAFFIC SIGNAL POLES. SEE POWER SERVICE DETAIL ON SHEET N.23. LOWER MUSCATINE ROAD se vr82830 I -Lf DATE BY REVISION DESCRIPTION Foth 1-L2 41 OF HDPE I- IG 02 11 61 Tl W� - '71--, JI 72 LH - l-GR/1-TR/1-PT V ABBREVIATIONS ID71 l:.J 73 SIGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL D r Cn STREET LIGHT POWER CABLE � GR LJ se PROJECT NO: 091023 DESIGNED BY: J. RESLER PROJECT DATE, CHECKED BY: J. RESLER CAD DATE. 7/25/2012 6:14M5 PM ORAVN er: CAO FILE: %,\CR\IE\2009\091023\CAOWIam\091023-N07.aM1t vr82830 I -Lf DATE BY REVISION DESCRIPTION Foth 1-L2 STP -U-3715(654)--70-52 LOWER MUSCATINE ROADIMALL DRIVE WIRING DIAGRAM OF HDPE I- IG 02 11 61 1-9c (PED) COAX, P/F 2-lc�E 0 (STILT) l-GR/1-TR/1-PT ABBREVIATIONS SIG SIGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL SIGNAL CONTROLLER POWER CABLE r STILT STREET LIGHT POWER CABLE 12 GR GROUND WIRE 1c#6 TR TRACER WIRE 1c#10 L PT PULL TAPE Y1 FUSED WYE CONNECTOR FOR STREET LIGHTING Y2 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING Y3 NON-FUSED WYE CONNECTOR FOR STREET LIGHTING L1 FUSED IN-LINE CONNECTOR FOR STREET LIGHTING L2 NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING HH HANDHOLE VIDEO COAX, P/F VIDEO DETECTION COAXIAL AND POWER/FOCUS CABLE PROJECT NO: 091023 DESIGNED BY: J. RESLER PROJECT DATE, CHECKED BY: J. RESLER CAD DATE. 7/25/2012 6:14M5 PM ORAVN er: CAO FILE: %,\CR\IE\2009\091023\CAOWIam\091023-N07.aM1t NO DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY. IOWA STP -U-3715(654)--70-52 LOWER MUSCATINE ROADIMALL DRIVE WIRING DIAGRAM SHEET NO. Na07 TRAFFIC SIGNAL POLE DATA 8 z p 8 p TRAFFIC SIGNAL HEADSON ARM ® TRAFFIC SIGNS ON ARMLUMINARE © VIDEO CAMERAS ARM FOOTING DIMENSIONS SHEET W. NO DATE BY REVISION DEMRIPTIOR POLE POLE MAST ARM LENGTH MISCELLANEOUS TOTAL QUANTITY LOCATION p w LOCATION N LOCATION DETECTOR MOUNTING ORIENTATION DIA. DEPTH N0. TYPE (FT.) OTY. ON ARM QTY. ON ARM OTY. ON ARM OTY. SPREAD HEAT. T (DEGREES) (FT.) (FT.) w y S upwi 0o � (FT.) i (FT.) w (FT.) z a a a p z 11 VIDEO 6 1,6 1 12 VIDEO 1 1 1 1 COMBINATION 43' 2 40.5',28.0' 3 41.0',36.5', 1 32.0' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 VIDEO SIGNAL/LIGHTING 8 3,8 1 5.0' 32 VIDEO 3 3 1 41 VIDEO 4 4 1 401,402 x 4 �0000��0�000000©0�©���0�����00��000000�00000000��� 51 VIDEO 2 PEDESTAL POLE 1 52 VIDEO 5 5 1 2' 3.0' 10' PEDESTAL HEIGHT 1 3 COMBINATION 50' 3 48.0',32.0', 3 45.0',44.0', 1 38.0' 1 8' 30' 0 3' 12.0' GALVANIZED STEEL 1 SIGNAL/LIGHTING 72 21.0' 8.0' 71 81 VIDEO 8 8 4 COMBINATION 37' 2 34 3 35.0',30.5', 1 26.0 ' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING .5'.22.0' 5.0' 5 COMBINATION 35' 3 33.0',21.5', 2 29.0',8.0' 1 17.5' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 10.5' 10Q AND ® LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ®ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. LOWER MUSCATINE ROAD AND MALL DRIVE PROPOSED FLOW DIAGRAM LOWER MUSCATINE ROAD AND MALL DRIVE —� INDICATES FLOW PATH WITH ALL PHASES DEMANDED INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES ARE NOT DEMANDED AT THE SAME TIME OF RIGHT—OF—WAY TRANSFER PROPOSED PHASE SEQUENCE CHART LOWER MUSCATINE ROAD AND MALL DRIVE PHASE SEQUENCE NOT ALLOWED FROM TO Z2 +Z6 m+es, a1+06 Z4+08 b3+A8, .04+07 DUAL ENTRY PHASES e2+216, 0'4+08 FLASHING OPERATION LOWER MUSCATINE RED MALL DRIVE RED PEDESTRIAN DARK DETECTOR SUMMARY CONTROLLER/BACK PANEL DATA PHASES USED 8 z p 8 MINIMUM QUANTITY OF BACK PANEL POSITIONS: ^ m STP -U-371516541--70-52 SHEET W. NO DATE BY REVISION DEMRIPTIOR PROJECT DATE. CHECKED BY: J. RESLER J +Foth J DO p w z N Z DETECTOR cr.0 BATE: nzsrzDlz bdbN6 FM 09avN Br: w COMMENTS NUMBER v' SIGNAL INFORMATION u w F wo w a w w y S upwi 0o � i x w o z a a a p z 11 VIDEO 6 1,6 1 12 VIDEO 1 1 1 21 VIDEO 2 2 5.0 1 201,202 X 2 31 VIDEO 8 3,8 1 32 VIDEO 3 3 1 41 VIDEO 4 4 1 401,402 x 4 �0000��0�000000©0�©���0�����00��000000�00000000��� 51 VIDEO 2 5,2 1 52 VIDEO 5 5 1 61 VIDEO 6 6 5.0 1 601,602 X 6 71 VIDEO 4 7,4 1 72 VIDEO 7 71 81 VIDEO 8 8 1 801,802 x 8 CONTROLLER/BACK PANEL DATA PHASES USED 8 EXPANSIBLE T0: 8 MINIMUM QUANTITY OF BACK PANEL POSITIONS: 16 PROPOSED SIGNAL HEAD LOCATIONS LOWER MUSCATINE ROAD AND MALL DRIVE LEGEND ► ACTUATED VEHICULAR MOVEMENT ----> NON -ACTUATED VEHICULAR MOVEMENT —C PARTIALLY RESTRICTED VEHICULAR MOVEMENT 6 ACTUATED PEDESTRIAN MOVEMENT NON -ACTUATED PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL z TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW <R RED LEFT ARROW <fY FLASHING YELLOW LEFT ARROW el- YELLOW LEFT ARROW <& GREEN LEFT ARROW -Y> YELLOW RIGHT ARROW &> GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK AO ALL OTHER PHASES PR, PREEMPT #1 PROJECT ND: 041023 DESIGNED BY, J. RESLER LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516541--70-52 SHEET W. NO DATE BY REVISION DEMRIPTIOR PROJECT DATE. CHECKED BY: J. RESLER +Foth FROM KIRKWOOD AVENUE TO 13T AVENUE LOWER MUSCATINE ROADIMALL DRIVE N-08 cr.0 BATE: nzsrzDlz bdbN6 FM 09avN Br: SIGNAL INFORMATION CAD FILE: X.\CN\IE\20D9\091023\CAD\Plmz\O9I023-MB.,At IOWA CRY, IOWA NORTHBOUND �0000��0�000000©0�©���0�����00��000000�00000000��� �mmmm■■mmmmmm©�m©�m©WI '®■■■mmmm■■mmmmmmmmmmmmmmm■■■ ®©©©■■��©���©©©©©©���■■■©©©©■■©©©©©©©©©©©©©©©■■■ �mmmm.■©�m©�mmmmmmm©�m.■■mmmm■■mmmmmmmmmmmmmmm■■■ �mmmm■■mmmmmmmmmmmmmmm■■■mmmm■■©�m©�mmmmmmm©�m■■■ �mmmm■■mmmmmmmmmmmmmmm■■■mmmm■■mmmmmm©�m©IYYm©�m■■■ PROPOSED SIGNAL HEAD LOCATIONS LOWER MUSCATINE ROAD AND MALL DRIVE LEGEND ► ACTUATED VEHICULAR MOVEMENT ----> NON -ACTUATED VEHICULAR MOVEMENT —C PARTIALLY RESTRICTED VEHICULAR MOVEMENT 6 ACTUATED PEDESTRIAN MOVEMENT NON -ACTUATED PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL z TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW <R RED LEFT ARROW <fY FLASHING YELLOW LEFT ARROW el- YELLOW LEFT ARROW <& GREEN LEFT ARROW -Y> YELLOW RIGHT ARROW &> GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK AO ALL OTHER PHASES PR, PREEMPT #1 PROJECT ND: 041023 DESIGNED BY, J. RESLER LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-371516541--70-52 SHEET W. NO DATE BY REVISION DEMRIPTIOR PROJECT DATE. CHECKED BY: J. RESLER +Foth FROM KIRKWOOD AVENUE TO 13T AVENUE LOWER MUSCATINE ROADIMALL DRIVE N-08 cr.0 BATE: nzsrzDlz bdbN6 FM 09avN Br: SIGNAL INFORMATION CAD FILE: X.\CN\IE\20D9\091023\CAD\Plmz\O9I023-MB.,At IOWA CRY, IOWA Q THE CONTRACTOR SHALL REMOVE THE EXISTING CONCRETE TRAFFIC SIGNAL POLE FOOTINGS TO A MINIMUM OF 36" 3 ' BELOW FINISHED GRADE AS WELL AS THE TRAFFIC SIGNAL CABINET FOOTING AND TRAFFIC SIGNAL CONDUIT. Z THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO SALVAGING ANY EXISTING TRAFFIC o/ �, I SIGNAL AND STREET LIGHTING EQUIPMENT (INCLUDING CONTROLLERS, CABINETS, TRAFFIC SIGNAL HEADS. POLES, MAST ARMS. CABLES. ETC.) TO COORDINATE THE EQUIPMENT TO BE SALVAGED AND THE DESIRED PICK UP TIME. LU THE CITY WILL THEN PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE CONTRACTOR. Z THE CONTRACTOR SHALL SALVAGE AND REUSE THE EXISTING VIDEO DETECTION EQUIPMENT FROM THE IST AVENUE /O DMI A AND LOWER MUSCATINE ROAD TRAFFIC SIGNAL FOR USE WITH THE TEMPORARY TRAFFIC SIGNAL AND PROPOSED Q PERMANENT TRAFFIC SIGNAL LOCATED AT THE SAME INTERSECTION. THE CONTRACTOR IS RESPONSIBLE FOR THE O / REMOVAL AND REINSTALLATION OF THE VIDEO DETECTION EQUIPMENT AND ANY MISCELLANEOUS WIRING, HARDWARE. N AND BRACKETS NECESSARY TO RENDER THE VIDEO DETECTION OPERATIONAL. SEE N.10 FOR THE PROPOSED �_. PERMANENT TRAFFIC SIGNAL LAYOUT AND THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. AT THE IST AVENUE INTERSECTION WITH LOWER MUSCATINE ROAD, THE CONTRACTOR SHALL INSTALL THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET FOOTING AND NEAREST PROPOSED HANOHOLE (HH 16) FOR USE WITH THE 6� TEMPORARY TRAFFIC SIGNAL. THE PROPOSED CONDUIT SHALL ALSO BE INSTALLED BETWEEN THE CABINET FOOTING G AND HH 16. A TEMPORARY SECTION OF CONDUIT SHALL BE INSTALLED OVER TO TEMPORARY WOOD SIGNAL POLE ><1. 0r THE NEW SIGNAL CABINET AND CONTROLLER SHALL BE INSTALLED AND USED TO RUN THE TEMPORARY TRAFFIC ? O SIGNAL AND PROPOSED PERMANENT TRAFFIC SIGNAL. THE CONTRACTOR SHALL STAGE THE INSTALLATION OF THE 6� A / TEMPORARY TRAFFIC SIGNAL TO MINIMIZE THE TIME THE EXISTING AND TEMPORARY TRAFFIC SIGNALS ARE NOT EXISTING / CABINET/CONTROLLER/FOOTING y1 EXISTING \ OPERATIONAL. SEE N.10 FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL LAYOUT AND THE J SHEETS FOR THE (REMOVE FOOTING) I MAST ARM POLE/FOOTING TEMPORARY TRAFFIC SIGNAL LAYOUT. (REMOVE 2E I Iyy1 — 0G I L--- --] ' O 1E EXISTING 2E --------- -- R -/W IHANDHOLE _ (REMOVE) (n 1E (A� OHE8 — — 01 O — DHE— — San. EXISTING DHE — OH — Q[JE — — OHE ban . — — — *—San. � \ an. EXISTING HANDHOLE LOWER MUSCATINE ROAD MAST ARM POLE/FOOTING I I (REMOVE) 0 (REMOVE) ra I J cn 4. Oil o r m G -;5 --" --� W - - r - - - W 1./ - EXISTING R� - - -• MAST ARM POLE/FOOTING 3E y� (REMOVE) ytiV EXISTING O 4E HANDHOEXISTING HANDHOLE (REMOVE) (REMOVE) (REMOVE) _ \ EXISTING Oy _ MAST ARM POLE/FOOTIN — — — — — — (REMOVE) y~V� VO+� O CJ ->;,.5 • (P rp Oy F71 PROJECT NO: 891023 DESIGNED BY: J. RESLER I BY I REVISION DESCRIPTION STP -U-3715(654)--70-52 SHEET W. PROJECT DATE: W CKED BY: J. RESLER CAD DATE: 712512012 SnAA7 PR DRAWN BY: Fot h SOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD11 ST AVENUE N.09 CAD FILE: X:ACRA[EA2o \M]023ACADVPl.mA091D23_N09..ns IOWA CITY, IOWA TRAFFIC SIGNAL REMOVALS TRAFFIC SIGNAL FACES R 12" R ,rY 13 12' 1E tr G NO. 23,24, 43,44,63, 40F426. 39.6 RT NO. 21,22. 64,83.84, (8-REO'D) 12" F— G 41,42,61, 62,81,82 (8 -REO -D) 41.42.1, ASH LT NO. 31.71 (2-RED'D) ALL INDICATIONS SHALL BE LED Es TRAFFIC SIGNAGE 0 0 O EF TURN O YIELD + NYE OWN SOI- © ONLY �I RIO -SPECIAL R3 -5L 30"X36" 30"X36" (2-REO'D) (2-REO'D) 0o+se[ - — - -t- - LOWER MUSCATINE ROµ\0 I— I G 0 '- — — QTRAFFIC SIGNAL POLE FOOTING #1: ELEVATION = 695.20 TRAFFIC SIGNAL POLE FOOTING #2: ELEVATION = 694.86 TRAFFIC SIGNAL POLE FOOTING #3: ELEVATION = 694.31 — — — — — TRAFFIC SIGNAL POLE FOOTING #4: ELEVATION = 694.22 TRAFFIC SIGNAL POLE FOOTING #5: ELEVATION = 694.36 V� TRAFFIC SIGNAL POLE FOOTING #6: ELEVATION = 694.53 TRAFFIC SIGNAL POLE FOOTING #7: ELEVATION = 695.31 00+'v lVt' TRAFFIC SIGNAL POLE FOOTING #8: ELEVATION = 695.43 O QTHE CONTROLLER FOOTING, HANDHOLE 16, AND THE 4" HOPE BETWEEN THE CONTROLLER AND HANDHOLE 16 SHALL BE INSTALLED AS PART OF THE TEMPORARY TRAFFIC SIGNAL AND REMAIN IN PLACE FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL. THE PROPOSED PERMANENT TRAFFIC SIGNAL CABINET, CONTROLLER, AND UPS CABINET/SYSTEM SHALL BE INSTALLED TO OPERATE THE TEMPORARY TRAFFIC SIGNAL AND REMAIN IN PLACE FOR THE PROPOSED PERMANENT TRAFFIC SIGNAL. SEE THE J SHEETS FOR THE TEMPORARY TRAFFIC SIGNAL LAYOUT. QTHE CONTRACTOR SHALL INTERCEPT THE EXISTING FIBER OPTIC CONDUIT WITH HH 18. SEE SHEETS N.II AND N.16 FOR ADDITIONAL INFORMATION. PROJECT N0: 091023 DESIGNED BY: J. RESLER NO DATE BY REYISI91 CES PROJECT DATE: CHECKED BY: J. RESLER CAO GATE: 7/25/2012 6il4:49 PM DRAY" BT: CAD FILE: XACR\IE\2009\091023\CAD\PIm,N091023_NIO.aM Dm/ L O GII E - San. — — — 3 — G 41 W zz � z1 36' MAST ARM Lu S Q Foth PEDESTRIAN PUSHBUTTON AND SIGNAL FACE MOUNTING I O �a Ty T o� 5 I 44 — A 19 I ✓ 401 R 6 I I DHE�� 001 ox /f � ITEM STATION, OFFSET CONTROLLER (CENTER OF CABINET) FIRSI LID POLES g*NTER OF FOOTING) 1 40.53.4, 49.0 RT 2 40F426. 39.6 RT 3 40.33.3 42.6 LT 4 4 55.9. 56.4 LT 5 41.42.1, ASH LT 6 41.53.0. 36.1'LT 7 41"9.6.431' RT 8 41.39.8, 49.6 RT JUNCTION BOXES (CENTER OF JUNCDON BOX) 16 40.3733 44.1' RT 17 40"9.9, 45.0 LT 18 41.28,5.57.9 LT 19 41"6.3 43.6 LT 20 41+681 X6 RT 3 41"AT, 47.7 RT OETECTION 2 (LEADING EOGE,CLOSEST M INTERSECTIONS 21 40.92.2 55.6 LT 22 40+81.3.56.9 LT 31 4.38.81 0+01 CL 36' MAST ARM Lu S Q Foth PEDESTRIAN PUSHBUTTON AND SIGNAL FACE MOUNTING I O �a Ty T o� 5 I 44 — A 19 I ✓ 401 R 6 I I DHE�� 001 ox /f � ITEM STATION, OFFSET CONTROLLER (CENTER OF CABINET) FIRSI 45325.5. 387 RT POLES g*NTER OF FOOTING) 1 40.53.4, 49.0 RT 2 40F426. 39.6 RT 3 40.33.3 42.6 LT 4 4 55.9. 56.4 LT 5 41.42.1, ASH LT 6 41.53.0. 36.1'LT 7 41"9.6.431' RT 8 41.39.8, 49.6 RT JUNCTION BOXES (CENTER OF JUNCDON BOX) 16 40.3733 44.1' RT 17 40"9.9, 45.0 LT 18 41.28,5.57.9 LT 19 41"6.3 43.6 LT 20 41+681 X6 RT 21 41"AT, 47.7 RT OETECTION 2 (LEADING EOGE,CLOSEST M INTERSECTIONS 21 40.92.2 55.6 LT 22 40+81.3.56.9 LT 31 4.38.81 0+01 CL 41 41.51.1 13.9 LT 81 40.97.7. 536 RT 62 41.08.7, 536 RT 71 41.542 0.9 CL Si 40.38.8.13.a RT / F - v oQ] 02 i 20 83 21 8 STREET NAME SIGNS I /O O ( Lower Muscatine Rd IEIEE�Jl 120"08" 48"x18" / (2-REO'D) (2-REO'D) GREEN BACKGROUND GREEN BACKGROUND i W/WHITE LETTERS W/WHITE LETTERS INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING 0 F. IS AND APPROXIMATE SIGN BLANK GENERAL DIMENSIONS. I - T STREET NAME SIGNS SHALL BE SUPPLIED BY THE CITY AND INSTALLED BY THE CONTRACTOR. LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-7052 MEET NO. FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD11 ST AVENUE N.1 0 IOWA CITY, Iowa TRAFFIC SIGNAL LAYOUT SUGGESTED TIMINGS AM PEAK (SECONDS) LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 7.0 5.0 10.0 1 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 1 3.0 3.0 3.0 MAXIMUM 20.0 10.0 20.0 20.0 10.0 20.0 MAXIMUM II I SPARE YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.9 2.8 2.8 2.6 2.8 2.8 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 18 19 18 19 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP SUGGESTED TIMINGS OFF PEAK (SECONDS) LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 7.0 5.0 10.0 1 7.0 5.0 10.0 PASSAGE 3.0 3.0 3.0 1 3.0 3.0 3.0 MAXIMUM I 20.0 10.0 20.0 20.0 10.0 20.0 MAXIMUM 11 I SPARE YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.9 2.8 2.8 2.6 2.8 2.8 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 18 19 18 19 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP SUGGESTED TIMINGS PM PEAK (SECONDS) LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 7.0 5.0 10.0 7.0 1 5.0 1 10.0 PASSAGE 3.0 3.0 3.0 3.0 3.0 3.0 MAXIMUM I 20.0 10.0 20.0 20.0 10.0 20.0 MAXIMUM II I SPARE YELLOW CHANGE 3.0 3.0 3.0 3.0 3.0 3.0 RED CLEARANCE 2.9 2.8 2.8 2.6 2.8 2.8 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 18 19 18 19 ADDED INITIAL TIME TO REDUCE TIME BEFORE REDUCTION MINIMUM GAP 4c SIGNAL WIRE COLOR CODE INSULATION STRIPE SIGNAL COLOR COLOR INDICATION GREEN - GREEN BALL BLACK - YELLOW BALL RED - RED BALL WHITE COMMON C)c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - W -MAIN ST RED - DW -MAIN ST GREEN BLACK W -SIDE ST RED BLACK DW -SIDE ST WHITE - PED COMMON ORANGE - PB -MAIN ST BLACK - PB -SIDE ST WHITE BLACK PB COMMON BLUE - I SPARE SIG PED CNTRL STILT OR TR PT Y1 Y2 Y3 L1 L2 HH VIDEO COAX, P/F 7c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN BLUE GREEN BALL ORANGE - YELLOW BALL RED - RED BALL BLUE - <-G(5-SEC) BLACK - FYA(4-SEC) WHITE - COMMON WHITE BLACK COMMON SIGNAL & VIDEO CABLE DESIGNATI 1 TAPE = 2 TAPES = 3 TAPES = LEFT TURN SIGNALS THRU SIGNALS RIGHT TURN SIGNALS TAPE COLOR INTERSECTION CORNER BLUE NE ORANGE SE YELLOW SW GREEN NW QTHE CONTRACTOR SHALL INTERCEPT THE EXISTING FIBER OPTIC CONDUIT WITH HH 18. I ABBREVIATIONS COORDINATE WITH CITY INFORMATION TECHNOLOGY DEPARTMENT. SEE SHEET N.16 FOR I ADDITIONAL INFORMATION. SIGNAL HEAD CABLE I PEDESTRIAN HEAD AND PUSHBUTTON CABLE Q PROVIDE SINGLE PHOTOCELL ON OUTSIDE OF TRAFFIC I SIGNAL CONTROLLER POWER CABLE TO CONTROL LUMINAIRES MOUNTED ON TRAFFIC SIGNAL STREET LIGHT POWER CABLE SEE POWER SERVICE DETAIL ON SHEET N.23. I GROUND WIRE 1c 6 TRACER WIRE tc 10 - l I PULL TAPE I FUSED WYE CONNECTOR FOR STREET LIGHTING NON-FUSED WYE CONNECTOR FOR STREET LIGHTING LLJ LL I NON-FUSED WYE CONNECTOR FOR STREET LIGHTING Q EXISTING 2" HDPE FUSED IN-LINE CONNECTOR FOR STREET LIGHTING I NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTINGHANDOLE EXISTING FIBER OPTIC co VIDEO H DETECTION COAXIAL AND POWER/FOCUS CABLE I 1 IQ 18 10' OF 3" HOPE 44 1-4c (SIG) 9c (PED) 41' MAST ARM I -VIDEO COAX, P/F 1-GR/1-TR/1-PT SIGNAL CABINET POLES. r v v ig 10' OF 2" HDPE V6 � 1-9c (PE -TDR) -''r ) N 61 62 \401 © -' \ 1-L2 2 AT 105' EACH. 2" HDPE 2 -PT \1 i LOWER MUSCATINE ROAD I\ � 41 95' OF 3" HOPE I \ ­- - - - - - 1-4c (SIG) 2-9c fPED) \B24 � -►I e• t -VIDEO COAX, P/F 1-GR/81 � R% 11 -PT 1 \A 71 72 1 6' 31 OI >\---- � B' 3 81 1 \ I \\ 3HPT 03T0• HA ZH 2" HDPE 10' OF 3" HOPE 402 43 -7c IS 'D' 1 -4c (SIG) O 1-9c (PED) q 1 -VIDEO COAX. P/F 2-tc#10 (S TL T) 1-GR/1-TR/1-PT 7 / 1 -LI / 1-L O / 3 / 201 f� ZS' OF 2' HOPE 1-9c PED 1-GR/1-TR/1-PT I OF 24 42 N 41 V4 71 _ a lO --- 71 F32 II I 31 -4C (SIG) 81 1 2-1lc�E0 (STILTO COAX, ) L.. _ - _ - - + 1-GR/1-TR/1-PT I 82 \ 11 820' EACH 2" HOPE \ - _ 123 HH l5 TO HH 20 _ 3 -PT _ I \ 2 I O � �� 2021 109c OF 2" HDPE 22 21 (ED _ 1-GR/11TR/1-PT C IN 2 AT 15' EACH 4" HOPE 7�7VI -7c)36' MAST ARM 4-4c (SIGI F8 -9c (PED) 84 110'OF 4" HOPE 4 -VIDEO COAX, P/F 01 1-7c (SIG)6-Ic#IO (STLT) 2-4c (SIG) 2-GR/2-TR/2-PT 15' OF 3" HDPE 4-9c (PED) 1-4c SIG 2 -VIDEO COAX, P/F I -9c (PED) 2-lc#10 (STLT) 61 I-VIDEO COAX, P/F 1-GR/I-TR/1-PT 2-VIEO I-GR/1-TR/1-PT \ 75' OF 2" HOP 1 CNTRL TO MIDAM SWITCHGEAR 2-lca3 (CNTRL/STLT) l 1-TR/I-PT 1-L2 F / 0 � 20 2-Y3 � O 601 25' OF 2" HDPE 1 -PT 83 21 10' OF 3" HDPE F_ 62 I I LJ V 1-9c (PED) 1-4c (SIG) OZ, OF 2" HOPE 1 -VIDEO COAX, P/F i -c (P ) 2-lc><10 STILT) i-GR/I-TR/l-PT 1-GR/1-TR/1-PT / \ IIpe I II----��1l FEET m 1_7� cl r. J RO PJECT N0: 091023 DESIGNED BY: J. RESLER NO p1TE BY REVISION OEBCRIPiION STP -U-371516541--70-52 SHLTf w' PROJEci PATE: CHECKED en J. KEGLER Foth LOWER MUSCATINE ROAD IMPROVEMENTS Br: ` /V FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROA011ST AVENUE CAD PATE: T/zsYzplz 6,14.50 PN pRAVN N.11 CAO FILE: %:\CR\IE\2009\091023\CAO\Plsa\091W3_NI LaM _ IOWA CITY IOWA WIRING DIAGRAM TRAFFIC SIGNAL POLE DATA Z AND ® LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ® ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. PROPOSED PHASE SEQUENCE CHART I OWFR MUSCATINF ROAD AND FIRST AVENUE LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE SEQUENCE NOT ALLOWED FROM TO .04+08 03+0$, .04+07 DUAL ENTRY PHASES 02+$6, .04+08 RED z O Q TRAFFIC SIGNAL TRAFFIC -SIGNS ® VIDEO CAMERAS Q LUMINARE ARM FOOTING MENSIONS SHEET NO. PROJECT DATE: CHECKED BY: J. RESLER POLE POLE MAST ARM LENGTH HEADS ON ARM w FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROA011ST AVENUE MISCELLA NEOUS TOTAL QUANTITY LOCATION z LOCATION LOCATION DO w MOUNTING ORIENTATION DIA. DEPTH NO. TYPE (FT.) pTy, ON ARM ply, ON ARM ply, ON ARM QTY. SPREAD HEIGHT (DEGREES) (FT.) w m • �mmmm��mmmmmm©�m©�m©IIiWm��� w (FT.) O (FTJ (FT.) (FT.) (FT.) g N a OEM • �mmmm■■©mm©mmmmmmmm©Em■■■mmm■■■ O z Z 21 VIDEO EASTBOUND �ME©©©©.■©©©©©©©©©©©m©©©■■■EMm■■■ 2 1 22 �mmmm.■mmmmmmmmmmmmmmm■■■©�m■■■ 1 COMBINATION FIRST AVENUE 34.0',23.0' 201,202 10.0' 1 28.5' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 36' 2 FIRST AVENUE 1 3 41 VIDEO 4 2 PEDESTAL POLE 401,402 X 4 61 VIDEO 2' 3.0' 10' PEDESTAL HEIGHT 1 COMBINATION ' VIDEO 41.5',28.5', 6 45.0', 37.0', E7,4 33.0' 1 8' 30' 0 3' 11.5' GALVANIZED STEEL 1 3 SIGNAL/LIGHTING 46 3 16.5' 3 5.0' 1 72 VIDEO 7 4 PEDESTAL POLE 8 801,802 X 8 2' 3.0' 10' PEDESTAL HEIGHT 1 5 COMBINATION 39.0',28.0' 10.0' 1 33.0' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 SIGNAL/LIGHTING 41' 2 7 6 PEDESTAL POLE 2' 3.0' 10' PEDESTAL HEIGHT 1 COMBINATION 41_5709.0, 42.05,307.0, 1 33.5' 1 8' 30' 0 3' 10.5' GALVANIZED STEEL 1 7 SIGNAL/LIGHTING 44' 3 3 B PEDESTAL POLE 2' 3.0' 10' PEDESTAL HEIGHT 1 Z AND ® LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. ® ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. PROPOSED PHASE SEQUENCE CHART I OWFR MUSCATINF ROAD AND FIRST AVENUE LOWER MUSCATINE ROAD AND FIRST AVENUE PHASE SEQUENCE NOT ALLOWED FROM TO .04+08 03+0$, .04+07 DUAL ENTRY PHASES 02+$6, .04+08 DETECTOR SUMMARY RED z O RED PEDESTRIAN ^ N SHEET NO. PROJECT DATE: CHECKED BY: J. RESLER k w w w FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROA011ST AVENUE m o n z DO w z z SIGNAL HEAD NO. z DETECTOR w x Q K w . • :. R ��©�©��000000�0�©�©�rY©���000��� NUMBER U w �0000��000000000000��I�0���00���� w m • �mmmm��mmmmmm©�m©�m©IIiWm��� w y O '®mm��� Om g N a OEM • �mmmm■■©mm©mmmmmmmm©Em■■■mmm■■■ O z Z 21 VIDEO EASTBOUND �ME©©©©.■©©©©©©©©©©©m©©©■■■EMm■■■ 2 1 22 �mmmm.■mmmmmmmmmmmmmmm■■■©�m■■■ 1 2 1 2 1 FIRST AVENUE 201,202 X 2 31 VIDEO ®_mmmm■■mmmmmmmmmmmmmmm■■■©�m■■■ FIRST AVENUE VIDEO 3 DETECTOR SUMMARY FLASHING OPERATION LOWER MUSCATINE RED z O RED PEDESTRIAN ^ N SHEET NO. PROJECT DATE: CHECKED BY: J. RESLER k w w w FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROA011ST AVENUE m o n z DO w z z SIGNAL INFORMATION z DETECTOR w x Q K w m N COMMENTS NUMBER U w p w m d w w y O w Om g N a 2 a 2 a o O z Z 21 VIDEO 2 2 1 22 VIDEO 1 1 2 1 2 1 1 201,202 X 2 31 VIDEO 8 32 VIDEO 3 41 VIDEO 4 401,402 X 4 61 VIDEO 6 pil- 62 VIDEO 6 E7,4 601,602 X 6 71 VIDEO 4 72 VIDEO 7 81 VIDEO 8 801,802 X 8 FLASHING OPERATION LOWER MUSCATINE RED FIRST AVENUE RED PEDESTRIAN DARK CONTROLLER/BACK PANEL DATA PHASES USED ^' 8 EXPANSIRLL T0: 8 MINIMUM ANTIIY +&.BACK PAN6LCMSIT& PROPOSED FLOW DIAGRAM �� z '- LOWER MUSCATINE ROAD AND FIRST AVENUE t'3 INDICATES FLOW PATH WITH ALL PHASES DEMANDED INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES ARE NOT DEMANDED AT THE SAME TIME OF RIGHT-OF-WAY TRANSFER LEGEND ---> NON -ACTUATED VEHICULAR MOVEMENT ► PARTIALLY RESTRICTED VEHICULAR MOVEMENT ACTUATED PEDESTRIAN MOVEMENT D NON -ACTUATED PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL 0 TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN S GREEN STRAIGHT AHEAD ARROW <K RED LEFT ARROW «Y FLASHING YELLOW LEFT ARROW <* YELLOW LEFT ARROW <6 GREEN LEFT ARROW ai YELLOW RIGHT ARROW 9. GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK AB ALL OTHER PHASES PRI PREEMPT #1 _ PROPOSED SIGNAL HEAD LOCATIONS LOWER MUSCATINE ROAD AND FIRST AVENUE PROJECT N0: 091023 DESIG O BY: J. WSL I NO 01TE BY REVISION OEWRIPTIOH ` LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET NO. PROJECT DATE: CHECKED BY: J. RESLER r` FO FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROA011ST AVENUE N�� 2 CAD DATE: 7/25/2012 6.1.:51 PN DRAWN BY: SIGNAL INFORMATION CAD FILE: XACR\IE\2009\091023\CAO l.-\O91023-N12.aNt IOWA CITY, IOWA ITEM STATION, OFFSET ei [7 O 00 I O \ JUNCTION BOXES (CEMEA OF JUNCTION BOX) \ 0 / Lr1 to 11 3.73.1, 36.7 LT\ \ \D O a 2 A7 905' EACH 4p1 2" HOPE \ \ HH 1 TO HH 2 �� Q STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH \ / 1-TR/2-PT ® \ WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. ,t 0 1 SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET P.08 FOR STREET CONDUIT DETAIL. ® O I 1 -1 L R/W R/W R/W ,R/W 1 R W -. QTHE NUMBER OF INTERCONNECT CONDUITS, TRACER WIRE. / _ _ _ _ _ _ _ + _ AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON °_ _ _ _ _ _ _ _ _ _ _ _ _ —`/' — — EACH CONDUIT SECTION FOR INFORMATION. �� w °�— LOWER MUSCA�TINE FdAO N = z III - SII - - - - — R/W" R/W R/W �w S OA 00K FEET z��0 F� \ \ \ C A 2 AT 930' EACH 2" " HDPE HH 2 TO HH 5 I-TR/2-PT _ a� o TI _ _ _ — – — – — – — T — _ — _ _ — _ _ – — T1 — – — – — – _ _ —\1„ — – _ — — — im� – – — - – – — – – –m m IIIIIIII IIIIIIII Io \ = LOWER MUSCATINE ROAD 1 ' \— I�0Mon. — — — — — — an- �so SO, — S — — .. 8-'w B" � 8" Y R/W 8" V _ \ SD fl/ so R Wy�pSO SS SO R/W " •5 N \ \ .1c a \ STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH X12 ITEM STATION, OFFSET WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. \ S \ SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET o JUNCTION BOXES (CENTER OF JUNCTION BOX) P.08 FOR STREET CONDUIT DETAIL. �1� 'A r- \ 21 12.57.0, 20.7' LT Q THE NUMBER OF INTERCONNECT CONDUITS, TRACER WIRE,^Os {�\ ST9F�X. \ \ �! 0 FEET 20 \ \ 2 AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON 4 \ EACH CONDUIT SECTION FOR INFORMATION. PR0.IECT N0: 091023 OESILNEO BY: J. flESLER NO GATE BY flEY1510N DESCRIPTION +/Foth STP -U-3715(654-70.52 SHEET W. PRaEci DATE, cRECXE° 3r: J. REaER LOWER MUSCATINE ROAD IMPROVEMENTS DAO PATE, T/zsnolz EaXs3 PN ORAVN sr� FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD N.13 CAO FILE: X,\CR\IE\2009\091023\CAD\Plana\091023_NI].aM IOWA CITY, IOWA IT (INTERCONNECT �0 \ o 0 0 0 \ \� to N w 2 AT 930' EACH 2" HOPE ¢ _ HH 2 TO HH 5 N O 1-TR/2-PTAp \ \ R/W _ R/W /W /u N SD= —San.— — — .p _ — _ .� °� _ LOWER MUSCATINE ROAD I \ \ a I I � \ \ I \ ---Sar. - y - - - - - - °°- _ -o - - _ SO o .. 8'\Y ¢ \ W ie T 8.. Y .. y .. R/W R/W R/W • ep ,\� O 0 IEY� QSTREET LIGHTING CONDUIT IS TO SHARE THE TRENCH WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. a SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET ° Stp� ° \. P.08 FOR STREET CONDUIT DETAIL. �" opFT ell �-y�� THE Q NUMBER OF INTERCONNECTINTERCONNECT CONDUITS, TRACER WIRE, /\ �Q\ e \ Q \ f\ , 0 20 FEET.- AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON FYI EACH CONDUIT SECTION FOR INFORMATION. �a O , u u O O I + M / I =o N N 1w # I N N / w3 • 3 AT 1205' EACH 2" HDPE \ E I 1 o¢ 35' OF 2" HDPE SHPT TO HH 10 = ec HH 5 TO HH 4 (SIGNAU TIR R/Y R/W \ _ R/W - SO O _ - - _ _ _ - - - _ _ TI — - - I LOWER MUSCATINE ROAD I Y 3 = 0 O I i0 O {3 0 G — — — — — I — _ a _ — _ G — _ — _ _ _ — _ — _ — G — _ — _ _ _ — _� O— 8_ _ I 3U_ _ 30— _ _ �O _ — i 7 0 1— ° STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH 1 6 1 WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. LL ITEM STATION, OFFSET SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET Wo V ° 'NN ° Y P.08 FOR STREET CONDUIT DETAIL. JUNCTION BOXES (CENTER OF JUNCTION BOX) / 0�� 2��0 -5T- 21«89.5 25.r LT 2 THE NUMBER OF INTERCONNECT CONDUITS. TRACER WIRE, ( j' FEET >( \ AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON , \ � a EACH CONDUIT SECTION FOR INFORMATION. PROJECT N0: 09[023 DESIGNED BY: J. RESLER NO DATE BY REVISIN DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTSPROJECT STP-U-3715(554)-70.52 SHEET W. BY: J. RESLER *,00r Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD N,14 : 71cHECKEO CAO DATE: LPSR012 6:8:54 PN DRAWITI INTERCONNECTCAD FILE: %:\CR\IE\2009\091023\CAO\Pirie\W1023_N14.aAtIOWA CITY, IOWA 15 1 � 1 /lee, ITEM STATION, OFFSET JUNM= SOXES (CEWrOt OF JUNCTION eox) IO 3++55.2 25.T ET Is 3"I.S, as.r FIT LOWER MUSCATINE ROAD IMPROVEMENTS o SHEET N0. NO DATE BY REV SIM DESCRIPTION 0 PRBJECT DAre: CHECKED Br: J. RESLER - 0 LOWER MUSCATINE ROAD 0 N.15 0 CAD BATE: 7/25/2012 6:11:56 PR DRAWN BY: 0 ITI INTERCONNECT CAO FILE: Y:\M\IE\2009\091023\CAD\Plan.\091023_N15..ht + + IOWA CNNY,IOWA + + + + n CD Q 1 O N N N N i m m i p / 4r fl 3 AT 205' EACH 2" HDPE D fl fl fl C7 Z- 0 HH 5 TO HH 10 oy 3 -PT F- Bill R/W R/W R/N /W R/ ft/W /W — — — — — — -- — ��_ — — — — — ° — - — Ti _ _ — _ — _ _ _ — _ — 4y,�.la_w — — _ — — — — — — — — — — — — — _ — _ — _ — _ — _ TI — — — r — — — — — — — — - W — — m, -.a° W — 6 _ — — — — — _ — W — _ £ +� c m — _ — — — — — _ `W'j W — — _ ti — — — — — ���— — — — — — — - e — — — — —' — — — — -LOWER MUSCATINE ROAD — — — — — — — — — — — — — — — — — — — — — — — — -—-— — G so so so so —-—- SO so so = o _ W _I o fl0 R/W o 0 0 0 o' STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. fl WITH SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET / P.OB FOR STREET CONDUIT DETAIL. - o 2 THE NUMBER OF INTERCONNECT CONDUITS. AND PULL TAPES VARY BY LOCATION. NOTE TRACER WIRE. CALLOUTS ON Feer„z it I EACH CONDUIT SECTION FOR INFORMATION. D 00 O 0 O ..Q.,T + +� O a / / . ,a 0 :�..,P 15' OF 2” HDPE HH 10 TO CONTROLLER 1 0 u 01"t ® 00+t0 x\#fir o fl `✓ 02 OO OI.® r/fib o /� R/ A " — — — _ -- TI S(illt.S. Li — — — — — TT / 3 AT 55' EACH 2" HDPE +SO —TO SOr �— so so So '9 so —�� jo• so _ — _ — SO _ —_ _ _ W HH 10 HH IS _ W — _ _ — _ — _ _ — — W — _ — _ _ _ — _ _ — _ — W W —� _ _ 3 -PT LOWER MUSCATINE ROAD I �� i I -_-_-_-_-_- GI_ I 60 SO So So So W— o _ a R/W _ _ 'A _ Q O — — — —If/W — ❑ fl `� fl _/'� R/WR/W / Will fl �. \ 3 AT 820' EACH "HOPE Q STREET LIGHTING CONDUIT 1 IS TO SHARE THE TRENCH \ I S. — tt — — — — — — HH 15 TO HH 20 ya 3_pT WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. \ 15 1 � 1 /lee, ITEM STATION, OFFSET JUNM= SOXES (CEWrOt OF JUNCTION eox) IO 3++55.2 25.T ET Is 3"I.S, as.r FIT SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET srs \ P.OB FOR STREET CONDUIT DETAIL. QTHE NUMBER OF INTERCONNECT CONDUITS. TRACER WIRE. \ o L FEET AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON \ �� EACH CONDUIT SECTION FOR INFORMATION. PROJECT N0: 091023 DESIGNED BY: J. RESLFA LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET N0. NO DATE BY REV SIM DESCRIPTION PRBJECT DAre: CHECKED Br: J. RESLER Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD N.15 CAD BATE: 7/25/2012 6:11:56 PR DRAWN BY: ITI INTERCONNECT CAO FILE: Y:\M\IE\2009\091023\CAD\Plan.\091023_N15..ht IOWA CNNY,IOWA O O 1 flnl I � �\ v 3 AT 820' EACH, 2" HDPE / \� HH 15 TO HH 20 3 -PT e Z o' > 21 a � = U. d IIaII----��zlIo _ Fuel \ ITEM STATION, OFFSBT JUNCTION BOXES (CENTER OF JUNCTION BOX) 72018 41+28.5, 57.7 LT 41+68.2, 38.5' RT 22 g4a83 9, 24 6' RT LOWER MUSCATINE RC 0 1 3 -PT — G — _ _ — — — _ — — _ — _ — — QSTREET LIGHTING CONDUIT IS TO SHARE THE TRENCH WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET P.08 FOR STREET CONDUIT DETAIL. QTHE NUMBER OF INTERCONNECT CONDUITS. TRACER WIRE, AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON EACH CONDUIT SECTION FOR INFORMATION. QTHE EXISTING FIBER OPTIC CONNECTION TO THE FIRE STATION (STA. 45+00) RUNS UNDER GROUND AND SOUTH DOWN THE EAST SIDE OF FIRST AVENUE. IT FOLLOWS THE NE CURB RETURN AT LOWER MUSCATINE ROAD WHERE IT TURNS EAST ON LOWER MUSCATINE ROAD AND BECOMES AERIAL ALONG THE NORTH SIDE OF THE STREET TO APPROXIMATELY STA. 45+00. AT STA. 45+00. THE FIBER REMAINS AERIAL AND TURNS SOUTH WHERE IT CROSSES LOWER MUSCATINE ROAD AND FOLLOWS THE WEST PROPERTY LINE OF THE FIRE STATION TO A UTILITY POLE AT THE REAR OF THE BUILDING. FINALLY, THE FIBER RUNS OVERHEAD AND ENTERS THE BUILDING. THIS FIBER OPTIC CONNECTION CAN NOT BE LOST. THE PROPOSED STREET CONSTRUCTION IMPACTS THE EXISTING UNDER GROUND CONDUIT IN THE NE RETURN OF LOWER MUSCATINE ROAD AND ALONG THE STREET WHERE IT ALSO IMPACTS THE UTILITY POLES CARRYING THE AERIAL FIBER. BEFORE THE EXISTING CONDUIT AND UTILITY POLES CAN BE REMOVED FOR CONSTRUCTION, THE PROPOSED CONDUIT SYSTEM AND HANDHOLES MUST BE IN PLACE FROM HH 18 TO HH 20 TO HH 22 TO THE EXISTING UTILITY POLE THAT REMAINS BEHIND THE FIRE STATION. THE EXISTING CONDUIT MUST BE LOCATED AND INTERCEPTED WITH PROPOSED HH 18. THE CITY WILL INSTALL THE NEW FIBER OPTIC CABLE IN THE PROPOSED CONDUIT AND MAKE THE NECESSARY FIBER OPTIC CONNECTIONS. COORDINATE WITH THE CITY INFORMATION TECHNOLOGY DEPARTMENT. 2 -PT R„ IN PRWECT N0: 091023 DESIGNED SY: J. RESLER NO DATE BY REVISIOI DESCRIPTION ` LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SI£ET N0. PROJECT GATE: CHECKED BY: J. RESLER CAO Dere: 22sR012 6:115) PM DRAWN BY: O \ O O �O`� + Sa7 + + San' + q N o /i f') v / In / NG 2" HDPE \Li <---------------- IOWA CITY, IOWA / : NG FIBER OPTIC I� p \ 1 r— I © \ ,. 0d �('� I b 1 I / I C7 r m Ir nc. LOWER MUSCATINE RC 0 1 3 -PT — G — _ _ — — — _ — — _ — _ — — QSTREET LIGHTING CONDUIT IS TO SHARE THE TRENCH WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET P.08 FOR STREET CONDUIT DETAIL. QTHE NUMBER OF INTERCONNECT CONDUITS. TRACER WIRE, AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON EACH CONDUIT SECTION FOR INFORMATION. QTHE EXISTING FIBER OPTIC CONNECTION TO THE FIRE STATION (STA. 45+00) RUNS UNDER GROUND AND SOUTH DOWN THE EAST SIDE OF FIRST AVENUE. IT FOLLOWS THE NE CURB RETURN AT LOWER MUSCATINE ROAD WHERE IT TURNS EAST ON LOWER MUSCATINE ROAD AND BECOMES AERIAL ALONG THE NORTH SIDE OF THE STREET TO APPROXIMATELY STA. 45+00. AT STA. 45+00. THE FIBER REMAINS AERIAL AND TURNS SOUTH WHERE IT CROSSES LOWER MUSCATINE ROAD AND FOLLOWS THE WEST PROPERTY LINE OF THE FIRE STATION TO A UTILITY POLE AT THE REAR OF THE BUILDING. FINALLY, THE FIBER RUNS OVERHEAD AND ENTERS THE BUILDING. THIS FIBER OPTIC CONNECTION CAN NOT BE LOST. THE PROPOSED STREET CONSTRUCTION IMPACTS THE EXISTING UNDER GROUND CONDUIT IN THE NE RETURN OF LOWER MUSCATINE ROAD AND ALONG THE STREET WHERE IT ALSO IMPACTS THE UTILITY POLES CARRYING THE AERIAL FIBER. BEFORE THE EXISTING CONDUIT AND UTILITY POLES CAN BE REMOVED FOR CONSTRUCTION, THE PROPOSED CONDUIT SYSTEM AND HANDHOLES MUST BE IN PLACE FROM HH 18 TO HH 20 TO HH 22 TO THE EXISTING UTILITY POLE THAT REMAINS BEHIND THE FIRE STATION. THE EXISTING CONDUIT MUST BE LOCATED AND INTERCEPTED WITH PROPOSED HH 18. THE CITY WILL INSTALL THE NEW FIBER OPTIC CABLE IN THE PROPOSED CONDUIT AND MAKE THE NECESSARY FIBER OPTIC CONNECTIONS. COORDINATE WITH THE CITY INFORMATION TECHNOLOGY DEPARTMENT. 2 -PT R„ IN PRWECT N0: 091023 DESIGNED SY: J. RESLER NO DATE BY REVISIOI DESCRIPTION ` LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SI£ET N0. PROJECT GATE: CHECKED BY: J. RESLER CAO Dere: 22sR012 6:115) PM DRAWN BY: �O`� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD N.16 CAO FILES XACR\IE\2009\09103\CADVIana\09I023_NIb.Mt V IOWA CITY, IOWA IT I INTERCONNECT / 9g ti~ QSTREET LIGHTING CONDUIT IS TO SHARE THE TRENCH WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET P.08 FOR STREET CONDUIT DETAIL. Q'2 THE NUMBER OF INTERCONNECT CONDUITS, TRACER WIRE, AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON EACH CONDUIT SECTION FOR INFORMATION. S \ ITEM STATION, OFFSET \ \ JUNCTION BOXES (CENTER OF JUNCTION BOX) o \` \ 9 125+24.5, 21.T RT rd wl"Offla 00+8b[ _ so 3AT 685' EACH 2" HDPE HH 7 TO HH r 1-TR/3-PTS. - —m- oo p \ 3 g1o9� In % I 00 0 R/W IR/W ITEM STATION, OFFSET � 0 20 FEETJUNCTION 80%6 (CENTER OF JUNCTION BO%) 7 132H%1.6, 36.4 RT STREET LIGHTING CONDUIT IS TO SHARE THE TRENCH WITH THE INTERCONNECT CONDUIT IN MANY LOCATIONS. SEE P SHEETS FOR ADDITIONAL DETAILS AND SEE SHEET P.O8 FOR STREET CONDUIT DETAIL. THE NUMBER OF INTERCONNECT CONDUITS. TRACER WIRE, AND PULL TAPES VARY BY LOCATION. NOTE CALLOUTS ON EACH CONDUIT SECTION FOR INFORMATION. ole �a ( LOWER MUSCATINE ROAD I 0 =i— -—-—-— o —- -— —- MEN 1 / r? / %T 100' EACH, 2" HDPE 5 TO HH 7 1 / 'R/3-PT71 S � 3 AT 685' EACH 2" HOPE_ HH 7 TO HH 9 1-TR/3-PT / R \ 4 x 7 00, A A OxEA t PROJECT NO: 091023 DESIGNED BY: J. RESLER JIN7D GATE By I REVI51O1 OESCRIPTT:M LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70.52 s"EE' " PROJECT :ATE: DRAWN BY: J. RESLEH - - _--- Foth SYCAMORE STREET CAD GATE: nzs/m1z Ba+se PM CRAWN Br: - FROM KIRKWOOD AVENUE TO 1ST AVENUE N CAD FILE: x:\cRN1E\z::9\:v:z3aca:\Pl,n,a:91023.Ny.zny- IOWA CITY, IOWA ITIINTERCONNECT Item /Locatlon TABULATION OF MAJOR SIGNAL EQUIPMENT TABULATION OF MAJOR SIGNAL EQUIPMENT AND HANDHOLE QUANTITIES LOCATION EQUIPMENT WYE CONNECTORS LUMINAIRES LOCATION INTERSECTION Video Detection System Salvage and Reinstall Video Detection System Additional Additional Signal Pok No. 1 1 4 Cameras, Cabinet Accessories, Hardware, Cameras, Cabinet Accessories, Hardware, Video Detection Cameras Cabinet Accessories, Hardware, INTERSECTION NEMA Solid State Brackets, Camera Risers, and Misc. As Needed Brackets, Camera Risers, and Misc. for Use With To Complete Salvaged Brackets, Camera Risers, and Misc. As Needed Salvage, Relocate, and Reinstall 24" Cabinet Riser Both Temporary and Permanent Traffic Signals Systems To Complete Salvaged Video Detection Systems Concrete Cabinet Signal Pok No. 3 Controller and Accessories w/ Meter Socket Existing Traffic Signal Controller, Footing System Footing and Pad At Signal Pole No. 3 3.0' DiamekrX 10.5' Dee LOWER MUSCATINE RD AND SYCAMORE ST 1 1 1 1 LOWER MUSCATINE RD AND MALL DR 4 and UPS System 4 LOWER MUSCATINE RD AND FIRST AVE LOWER MUSCATINE RD AND SYCAMORE ST 1 1 � TOTAL = 1 2 1 2 SUBTOTAL= 1 � r> c N G7 �� _ L �-� rri { r .77,7 P UD J 1 LOWER MUSCATINE RD AND FIRST AVE 1 1 MUSCATINE RD AND MALL DR 1 1 1 TOTAL = 2 2 1 3 2 3 Signal Pak No. 3 1 2 3.0' DiameterX 12.0' Dee Footing Signal Pole No. 4 1 1 3.0' DiameterX 10.5' Dee Footing Signal Pole No. 5 1 At Signal Pole No. 5 3.0' Diamekr X 10.5' Dee Footing Handhole No. 11 At Signal Pok No. 7 7 1 1 Handhole No. 12 4 1 4 PROJECT N0: 091023 DESIGNED BY: J. RESLER PROJECT DATE: 00/00/2009 CHECKED BY: J. RESLER CAD DATE: 01/2712012 9:51:39 AM ORAYN BY, CAD FILE: KnrnNIE�2009�09I023�CAO�Pi.,,.�0910naIS.. t No DATE BY REVISION DESCRIPTION Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY. IOWA LOWER MUSCATINE ROAD TRAFFIC SIGNAL QUANTITIES SHEET ND N.18 ENT- Item /Locatlon TABULATION OF MAJOR SIGNAL EQUIPMENT FOOTING Handhole Type 1 1T7f10" AND HANDHOLE QUANTITIES LOCATION WYE CONNECTORS LUMINAIRES LOCATION EQUIPMENT Signal Pok No. 1 1 LOWER INTERSECTION NEMA Solid State NEMA Cabinet and Accessories Salvage, Relocate, and Reinstall 24" Cabinet Riser UPS Concrete Cabinet Signal Pok No. 3 Controller and Accessories w/ Meter Socket Existing Traffic Signal Controller, Footing System Footing and Pad At Signal Pole No. 3 3.0' DiamekrX 10.5' Dee LOWER MUSCATINE RD AND SYCAMORE ST 1 1 1 1 LOWER MUSCATINE RD AND MALL DR 4 and UPS System 4 LOWER MUSCATINE RD AND FIRST AVE LOWER MUSCATINE RD AND SYCAMORE ST 1 1 � TOTAL = 1 2 1 2 Item /Locatlon TABULATION OF MAJOR SIGNAL EQUIPMENT FOOTING Handhole Type 1 1T7f10" AND HANDHOLE QUANTITIES LOCATION WYE CONNECTORS LUMINAIRES LOCATION EQUIPMENT Signal Pok No. 1 1 LOWER INTERSECTION NEMA Solid State NEMA Cabinet and Accessories Salvage, Relocate, and Reinstall 24" Cabinet Riser UPS Concrete Cabinet Signal Pok No. 3 Controller and Accessories w/ Meter Socket Existing Traffic Signal Controller, Footing System Footing and Pad At Signal Pole No. 3 3.0' DiamekrX 10.5' Dee 2 Breaker Disconnect Cabinet, Cabinet Accessories, At Signal Pok No. 4 1 1 1 Handhole No. 4 4 and UPS System 4 Handhole No. 8 LOWER MUSCATINE RD AND SYCAMORE ST 1 1 2 1 1 1 LOWER MUSCATINE RD AND MALL DR 1 SUBTOTAL= 1 � 1 1 LOWER MUSCATINE RD AND FIRST AVE 1 1 MUSCATINE RD AND MALL DR 1 1 1 TOTAL = 2 2 1 3 2 3 Item /Locatlon ete Footings Concrto FOOTING Handhole Type 1 1T7f10" AND HANDHOLE QUANTITIES COMMENTS WYE CONNECTORS LUMINAIRES LOCATION LOWER MUSCATINE RD AND SYCAMORE ST Signal Pok No. 1 1 LOWER 3.0' Diameter 10.5' Dee Footing Signal Pole No. 2 1 2 3.0' Diameter X 10.5' Dee Footing Signal Pok No. 3 1 1 3.0' DiameterX 10.5' Dee Footing Si nal Pole No.4 1 At Signal Pole No. 3 3.0' DiamekrX 10.5' Dee Food Handhole No.3 At Signal Pok No. 4 1 1 1 Handhole No. 4 4 1 4 Handhole No. 8 1 2 Handhok No.B At Signal Pole No. 1 1 1 1 SUBTOTAL= 4 4 1 A[ Signal Pole No. 4 1 1 LOWER MUSCATINE RD AND MALL DR Signal Pok No. 1 1 1 3.0' Diamekr X 10.5' Dee Footi Signal Pok No. 2 1 2.0' DiameterX 3.0' Dee Footi Signal Pak No. 3 1 2 3.0' DiameterX 12.0' Dee Footing Signal Pole No. 4 1 1 3.0' DiameterX 10.5' Dee Footing Signal Pole No. 5 1 At Signal Pole No. 5 3.0' Diamekr X 10.5' Dee Footing Handhole No. 11 At Signal Pok No. 7 7 1 1 Handhole No. 12 4 1 4 TOTAL= Handhole No. 13 12 6 1 Handhole No. 14 1 SUBTOTAL= 5 4 LOWER MUSCATINE RD AND FIRST AVENUE Si nal Pok No. 1 1 3.0' Diameter 10.5' Dee Footing Signal Pok No. 2 1 2.0' DiameterX 3.0' Dee Footing Signal Pok No. 3 1 3.0' DiameterX 11.5' Dee Footing Signal Pole No. 4 1 2.0' Diamekr X 3.0' Dee Footing Signal Pole No. 5 1 3.0' DiameterX 10.5' Dee Footing Signal Pole No. 6 1 2.0' Diameter 3.0' Dee Footing Signal Pok No. 7 1 3.0' DiameterX 10.5' Dee Footing Signal Pok No. 8 1 2.0' Diameter 3.0' Dee Footing Handhole No. 78 t Handhole No. 17 1 Handhole No. 19 1 Handhole No. 21 1 SUBTOTAL= 8 4 TOTAL= 17 12 STREET LIGHT QUANTITIES WYE CONNECTORS LUMINAIRES LOCATION Lt L2 V3 120 Volt LED COBRA HEAD Same Used for Corridor LigMirg LOWER MUSCATINE RD AND SYCAMORE ST A[ Handhole No. 8 2 At Signal Pole No. 1 1 1 1 At Signal Pole No. 2 1 1 1 At Signal Pole No. 3 1 1 1 At Signal Pok No. 4 1 1 1 SUBTOTAL= 4 4 2 4 LOWER MUSCATINE RD AND MALL DR At Handhole No. 14 2 At Signal Pole No. 1 1 1 1 Al Signal Pole No. 3 1 1 1 A[ Signal Pole No. 4 1 1 1 A[ Signal Pok No. 5 1 1 1 SUBTOTAL= 4 4 2 4 LOWER MUSCATINE RD AND FIRST AVE At Handhole No. 21 2 At Signal Pole No. 1 1 1 1 At Signal Pole No. 3 1 1 1 At Signal Pole No. 5 1 1 1 At Signal Pok No. 7 1 1 1 SUBTOTAL= 4 4 2 4 TOTAL= 12 12 6 12 From Controller Controller Handhole No. 3 Handhole No. 3 Handhole No. 3 Handhole No. 4 Handhole No. 8 HandMle No. a HandMle No. 6 Controller Controller Handhole No. 11 Handhole No. 11 HantlMle No. 11 HaMMIe No. 11 HaMMIe No. 12 HandMle No. 14 HandMle No. 14No.1385 HandMle No. 13ok Controller Controller Handhole No. 18 HantlMle No. 18 Handhole No. 18 Handhole No. 18 Handhole No. 17 Handhole No. 17 Handhole No. 21 Handhole No. 21 Handhole No. 21 Handhole No. 19 CONDUIT QUANTITIES To 2" Dia HDPE LOWER MUSCATINE RD AND SYCAMORE ST Service 10 Handhole No. 3 Signal Pole No. 1 HandMle No. 4 Handhole No. 8 Signal Pole No. 2 Si nal Pole No. 4 Handhole No. 6 Signal Pole No. 3 SUBTOTAL= 10 LOWER MUSCATINE RD AND MALL DR 10 Handhole No. 11 Signal ok No. 1 ok No. 2 30 No. 12 No. 1aas ole No. 3 ole No. 515 No.4 It SUBTOTAL= 40 LOWER MUSCATINE RD AND FIRST AVE Service 75 Handhole No. 18 Signal Pok No. 1 Si nal Pole No. 2 10 Handhole No. 17 Handhole No. 21 Signal Pole No. 3 Signal Pole No. 4 25 Signal Pole No. 7 Signal Pole No. 8 10 Handhole No. 19 Signal 3" Dia HDPE 10 70 10 10 65 15 180 10 115 10 20 285 15 95 10 10 95 4" Dia HDPE 20 85 105 20 _ 100 30 110 l 3 TRAFFIC SIGNAL HEAD QUANTITIES Pole No. Signal Head Number 3-Sect 12"RYG 4Sect 12" RYFYG Amows 12" Dual Unit wl Flashing Left Tum Arrow Coumdown Hand/Man Pedestrian Pushbuaans Back plate Mound OH Sitle LOWER MUSCATINE RD AND SYCAMORE ST 1 71 1 1 1 1 41,42 2 2 1 1 1 24,43 2 2 2 2 11 1 1 1 2 81,82 2 2 1 1 2 44,83 2 2 2 3 31 1 1 1 3 81,82 2 2 1 1 3 8483 2 2 2 4 51 1 t 1 4 21,22 2 2 1 1 4 23,84 2 2 2 SUBTOTAL= 8 4 8 8 12 B 12 LOWER MUSCATINE RD AND MALL DR 1 71 1 1 1 1 41,42 2 2 1 1 1 24 1 1 1 2 43 1 1 1 3 11 1 1 1 3 81,82 2 2 2 3 44,83 2 2 2 4 31 1 1 1 4 81,82 2 2 1 1 4 84,83 2 2 2 5 51 1 1 1 5 21,22 2 2 2 5 23,84 2 2 2 SUBTOTAL= 8 4 8 8 12 10 10 LOWER MUSCATINE RD AND FIRST AVENUE 1 21,22 2 2 2 1 84 1 1 1 2 23 1 1 1 3 71 1 1 1 3 41,42 2 2 2 3 24 t 1 1 4 43 1 1 1 5 81,82 2 2 2 5 44 1 1 1 8 63 1 t 1 7 31 1 1 1 7 81,82 2 2 2 7 84 1 1 1 8 83 1 1 1 SUBTOTAL= 8 2 8 8 10 10 8 TOTAL= 24 10 24 24 34 28 30 PROJECT N0: 091023 DESIGNED BY: J. REBLER PROJECT DATE: 00/00/2009 CHECKED BY: J. RESIFB CAD Dere: ovnamz 9:SLQ AM DRAWN BY CAO FILE: %+\CR\IE\2009\091023\CAO\P lens\09IC23-NI9..t NO DATE BY REVISION DESCRIPTION Fot� LOWER MUSCATINE FROM KIRKWOOD ROAD IMPROVEMENTS AVENUE TO 1ST AVENUE IOWA CITY, IOWA LOWER TRAFFIC MUSCATINE SIGNAL QUANTITIES ROAD SHEET NO. N.19 Pok No. 5 10 HandMle No. 79 Si nal Pole No. a 10 SUBTOTAL= 130 235 140 EXTRA= TOTAL= 4 184 34 714 17 362 Pole No. Mast -Arm Length TRAFFIC SIGNAL POLE QUANTITIES Ped Pole Remarks SIGNAGE QUANTITIES Ped 9C#14 40#14 70#14 Feet LEGEND LETTER SIGN TYPE SIZE MOUNTING LOCATION A Left Tum Yield On Flashing Yellow Arrow 30"x36" R10 -Special Horizontal Arm B Left Tum Only 30"x36" R3 -5L Horizontal Ann C LOWER MUSCATINE RD 120"x18" Honwntal Arm INSTALL ONLY D SYCAMORE ST 72"x18" Horizontal Ann INSTALL ONLY E MALL DR 48"x18" Horizontal Arm INSTALL ONLY LOWER MUSCATINE RD AND SYCAMORE ST Pedestrian PB Sign Self Adhesive Vertical Shaft INSTALLONLY 60 1 39 1 lInclude 8' single tapered style luminaire arm wth 30'mounting height, anchor base, gaWnized 236 1 Include e' single tapered style luminaire arm wth 30'mounting height, anchor base, aWnized 3 38 Include 8' sin le tapered style luminaire am with 30' mounting height, anchor base,galvanized Controller 4 42 Include 8' sin le tapered style luminaire am with 30'mounting height anchor base, gahAuTioned Signal Pole No. 4 50 2 Signal Pole No. 4 1 1 96 65 20 72 LOWER MUSCATINE RD AND MALL DR 2 SUBTOTAL= 1 43 1 1 linclude 8'single tapered style luminaire arm with 30' mounting height, anchor base, alhwized 2 SUBT0TAL= 1 X 11padestal Pole for mounting pedestrian head side -of -pole mountand pirshbution, 10' height 3 50Include 8' singk tapered style luminaire an with 30' mountl height, , anchor base, galvanized 4 37 Include e' single tapered style luminaire arm With 30'mounting height, anchor base, gahnanized 5 35 1 1 Ilmiude 8' sin le tapered style luminaire arm with 30'mounting height, anchor base, gaWnized 1 1 2 Signal Pole No. 4 1 1 LOWER MUSCATINE RD AND FIRST AVE 1 Signal Pole No. 2 60 1 36 limiude 8'single tapered aye luminaire am With 30'rTrounfing height, anchor base, gahRanized 2 2 X Pedestal pole for mounting pedestrian head (side—of—pole mountand pushbutton, 10' hei M 3 46 topared style luminaire am with 30'mounbng height, anchor base, gadvarflzed 4 LOWER MUSCATINE RD AND FIRST AVE —Includell'singie X Pedestal pole for mounting pedestrian head side -of -pole mount and pushbutton, 10' height 5 41 Include 8'single tapered style luminaire a" With 30'mounting height, anchor base, galvanized 6 1 X Pedestal pole for mounting pedestrian head sideof ole mount and pushbuttion, 10' height 7 44 to ered style lurninalreamyAth30'mounting height, anchor base, alvanized 8 SUBTOTAL= —Include8'single X Pedestal pole for mounting pedestrian head sideof ole mount and pwhbutton, 10' height From To VIRE QUANTITIES IN FEET Pull 11C#101#6Barral 1C#3 1 tc#10 1 Tape Tracer Co er Service Street Li ht SIGNAGE QUANTITIES Ped 9C#14 40#14 70#14 LOWER MUSCATINE RD AND SYCAMORE ST LEGEND LETTER SIGN TYPE SIZE MOUNTING LOCATION A Left Tum Yield On Flashing Yellow Arrow 30"x36" R10 -Special Horizontal Arm B Left Tum Only 30"x36" R3 -5L Horizontal Ann C LOWER MUSCATINE RD 120"x18" Honwntal Arm INSTALL ONLY D SYCAMORE ST 72"x18" Horizontal Ann INSTALL ONLY E MALL DR 48"x18" Horizontal Arm INSTALL ONLY F FIRSTAVE 48"x18" Horizontal Arm INSTALLONLY Pedestrian PB Sign Self Adhesive Vertical Shaft INSTALLONLY 60 FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE RD AND SYCAMORE ST N�2� Controller Signal Pole No. 1 1 1 1 115 Controller 2 Signal Pole No. 2 1 1 130 Controller Signal Pole No. 2 230 2 Signal Pole No. 3 1 1 1 L22 Signal Pole No. 4 50 2 Signal Pole No. 4 1 1 96 65 20 72 Al Signal Pole No. 3 2 SUBTOTAL= 4 4 2 0 0 8 SUBT0TAL= LOWER MUSCATINE RD AND MALL DR 1 345 1 335 1 60 1 1418 1 Signal Pole No. 1 1 1 750 1 LOWER MUSCATINE RD AND MALL DR 1 Signal Pole No. 2 Service 1 Signal Pole No. 3 1 1 1 2 Signal Pole No. 4 1 1 40 1 Signal Pole No. 2 60 2 Signal Pole No. 5 1 160 1 Signal Pole No.4 235 236- 240 240 2 SUBTOTAL= 4 3 2 0 2 0 8 Handhole No. 14 LOWER MUSCATINE RD AND FIRST AVE At Signed Pole No. 1 1 1 240 72 --, 20 78 Signal Pole No. 1 At Signed Pole No. 2 20. -, 1 At Signal Pole No. 3 96 78 20 X113 1 Signal Pole No. 2 96 66 20 -_�72 65 At Signal Pole No. 5 96 58 20 _93 63 1 Signal Pole No. 3 1 1 SUBTOTAL= 460 1 1 Signal Pole No. 4 839 725 931 852 1 Signal Pole No. 5 1 Service 1 Signal Pole No. 6 255 1 Signal Pole No. 7 1 1 Signal Pole No. 1 250 50 50 50 1 1 Signal Pole No. 8 Controller Signal Pole No. 3 145 145 145 145 Controller Signal Pole No. 4 170 1 SUBTOTAL= 22 2 0 0 2 Controller TOTAL= 10 9 6 2 2 2 24 From To VIRE QUANTITIES IN FEET Pull 11C#101#6Barral 1C#3 1 tc#10 1 Tape Tracer Co er Service Street Li ht Coax/Power/Focus Video Cable Ped 9C#14 40#14 70#14 LOWER MUSCATINE RD AND SYCAMORE ST SHEET NO. Service Controller Flet 60 FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD N�2� Controller Signal Pole No.1 200 40 40 40 40 Controller Signal Pole No. 2 115 115 115 115 Controller Signal Pole No. 3 205 205 205 205 Controller Signal Pole No. 4 130 130 130 130 Controller Signal Pole No. 2 230 V Controller Signal Pole No. 3 410 Handhole No. 8 Signal Pole No. 4 50 At Signal Pole No. 1 240 68 20 74 Be At Signal Pole No. 2 96 65 20 72 63 Al Signal Pole No. 3 96 66 20 71 64 At Signal Pole No. 4 96 70 20 77 67 Throughout 345 345 335 SUBT0TAL= 345 1 345 1 335 1 60 1 1418 1 759 570 784 750 LOWER MUSCATINE RD AND MALL DR Service Controller 60 Controller Signal Pole No. 1 200 40 40 40 40 Controller Signal Pole No. 2 60 Controller Signal Pole No. 3 160 160 160 160 Controller Signal Pole No.4 235 236- 240 240 Controller Signal Pole No. 5 130 13 135 135 Controller Signal Pole No. 3 320 Controller Signal Pole No.4 470 Handhole No. 14 Si nal Pole No. 5 60 At Signed Pole No. 1 1 1 240 72 --, 20 78 71 At Signed Pole No. 2 20. -, At Signal Pole No. 3 96 78 20 X113 78 At Signal Pole No.4 96 66 20 -_�72 65 At Signal Pole No. 5 96 58 20 _93 63 Throughout 460 460 450 SUBTOTAL= 460 460 1 450 60 1578 839 725 931 852 LOWER MUSCATINE RD AND FIRST AVE Service Controller 255 Controller Signal Pole No. 1 250 50 50 50 Controller Signed Pole No. 2 45 Controller Signal Pole No. 3 145 145 145 145 Controller Signal Pole No. 4 170 Controller Signal Pole No. 5 260 260 260 Controller Signal Pole No. 6 260 Controller Signal Pole No. 7 1 160 160 160 160 Controller Signal Pole No. 8 160 Controller Signal Pole No. 3 290 Controller Signal Pole No. 5 520 HaTdhole No. 21 Signal Pole No. 7 50 At Signal Pole No. 1 240 67 20 115 At Signal Pole No. 2 20 At Signal Pole No. 3 96 75 20 110 74 At Signal Pole No. 4 20 At Signal Pole No. 5 96 71 20 123 At Signal Pole No. 6 20 At Signal Pole No. 7 96 73 20 104 71 At Signal Pole No. 8 20 Throughout 585 585 510 SUBTOTAL= 585 585 510 255 1638 901 1410 1067 450 EXTRA= TOTAL= 28 1418 28 39 1418 1334 11 386 139 4773 75 2574 81 2786 83 2865 62 2114 PROJECT NO: 091023 DESIGNED BY: J. IIESLER W DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS SHEET NO. PROJECT GATE: 00/00/2009 CHECKED BY: J. NESLER Flet h FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD N�2� CC DATE. 01127/2012 9:51:,15 An ORA" BY: TRAFFIC SIGNAL QUANTITIES CAD FILE: X:\m\IE\2009\091023\CAD\Pim\091023-WO..R V IOWA CITY, IOWA IT / INTERCONNECT WIRE QUANTITIES IN FEET PWI From To Ta IT I INTERCONNECT CONDUIT QUANTITIES LOWER MUSCATINE RD IT I INTERCONNECT LOWER MUSCATINE RD R / INTERCONNECT Thro MW 13980 2845 SUBTOTAL= 13880 h, c? EXTRA= 278 TOTAL= 14239 53 2698 Fro To 2" Dia t Handhole No. 18 1 Handhole No. 20 J Handhole No. 22 1 HaMhole No. 7 7 HDPE 1 TOTAL= 10 m No. 9 2055 SUBTOTAL= 13755 EXTRA= 275 TOTAL= 14030 LOWER MUSCATINE RD IT 1IMERCONNECT J Handhole No. 1 HaMMIe No. 2 1610 Handhole No. 2 Handhole No. 5 1880 Handhole No. 5 Handhole No.4 35 y 2� Handhole No. 5 Handhole No. 10 3615 Handhole No. 10 Controller 15 :.7 Handhole No. 70 Handhole No. 15 165 7l Handhole No. 15 Handhole No. 20 2480 Handhole No. 20 HaMhole No. 21 25 Handhole No. 20 Handhole No. 18 210 Handhole No. 20 Handhole No. 22 975 Handhole No. 22 Fire Statlan lHil' Pole 230 Handhole No. 5 Handhole No. 7 300 HaMtale No. 7 Handhole PROJECT N0: 091023 DESIGNED BY: J. flESLER KMER NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS SHEET W. PROJECT DATE: oaAoorzao9 alEceEo ar: OO/OI2 J. RE �0�� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD N.21 CAC RATE: O: 941:19 AN CHECK aY: IT/ INTERCONNECT QUANTITIES CAO FILE: XACR\IE\2009\W1023\CAO\PIms\09I021H21sht IOWA CITY, IOWA IT / INTERCONNECT WIRE QUANTITIES IN FEET PWI From To Ta 1c#10 Tracer LOWER MUSCATINE RD IT I INTERCONNECT LOWER MUSCATINE RD R / INTERCONNECT Thro MW 13980 2845 SUBTOTAL= 13880 2645 EXTRA= 278 TOTAL= 14239 53 2698 HaMhole No. 10 1 Handhole No. 15 t Handhole No. 18 1 Handhole No. 20 1 Handhole No. 22 1 HaMhole No. 7 7 HaMhole No.9 1 TOTAL= 10 No. 9 2055 SUBTOTAL= 13755 EXTRA= 275 TOTAL= 14030 IT / INTERCONNECT WIRE QUANTITIES IN FEET PWI From To Ta 1c#10 Tracer LOWER MUSCATINE RD IT I INTERCONNECT LOWER MUSCATINE RD R / INTERCONNECT Thro MW 13980 2845 SUBTOTAL= 13880 2645 EXTRA= 278 TOTAL= 14239 53 2698 I7 / INTERCONNECT HANDHOLE QUANTITIES HaMhole Type 2 30"x48" COMMEMS Item / LocaSon LOWER MUSCATINE RD R / INTERCONNECT Handhole No. 1 1 Handhole No. 2 1 Handhole No. 5 1 HaMhole No. 10 1 Handhole No. 15 t Handhole No. 18 1 Handhole No. 20 1 Handhole No. 22 1 HaMhole No. 7 7 HaMhole No.9 1 TOTAL= 10 Varies 15'-6" Signal Head centered on Opposing Ione Traffic Control Sign 1 6 dl II Mounting Plate for Luminaire. Field drill bolt pattern. Position Mounting Plate to be 27't from pavement surface. Signal Head centered on I opposing I I Ione Street Name Sign (Typical) / I I I II I I 25.6' STEEL MAST ARM MOUNTINGS PEDESTRIAN SIGNAL Anchor nut covers as specified Na GATE BY REVISION DESCRIPTION Fath LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA LOWER MUSCATINE ROAD DETAILS SHEET W. Nx22 by pole manufacturer. MAST ARM POLE FOOTING SCHEDULE Anchor boll projection as specified MAST ARM LENGTH FOOTING DIAMETER DEPTH (L) "V" BARS "S" BARS by pole manufacturer. Leveling nuts under pole base for 2"0 Spare Conduit raking pole. (Threaded and capped) Metal strips for skirt. PEDESTAL BASES 2 -0" 3'-D" NO STEEL REQUIRED NO STEEL REWIRED 0' OR LES 3'-0' 7'-6" 8 - /7 BARS x 7'-0 8 - 14 BARS 0 12'IWI 1/2" expansion material. Unpaved Area W Finish Grade Anchor bolts as specified O1 ^ Paved Fn sh Grade by pole manufacturer 22' - 28' 3'-0" 8'-6' 8 - 17 BARS K 8'-0' 9 - 14 BARS 0 12'MA% 30' - 44' 3'-0" 10'-6" 8 - 17 BOTS x 10'-0' 1 - 14 BARS 0 12'MAX ZZ/ f—' S/8" Copperweld ground rod. 1 � l 46' - 48' S-0" 11'-6' 8 - +7 BARS x 11'-0' 2 - j4 BARS 0 12'NA% 50' - 55' 3'-0' 12'-0' 8 - 17 BARS x 11'-6' 6 - 14 BARS 0 12'Mx I 18" m min. oa » ac oN L 0 14'-0" 8 - /7 BARS x 13'-0" 16 - p4 BMS 0 12'MAX 16'-0" B - 17 BARS A 15'-0" 16 - 14 BARS 0 12"LW( 0o ` "' MAST ARM POLE FOOTING SCHEDULE 10'-0' Normal 8'-6" Minimum 14'-6" Maximun 7— 3'-0" • Maximum height dimensions to signal heads are measured to topof signal housing. For signal heads less than 53' from the Stop bar, refer to the MUTCD for maximum signal head height. 'V" Bars n MRS BARS MAST ARM POLE FOOTING No. 6 BARE CAPPER GROUA CONDUCTOR FROM INTERNAL GROUNDING NUT TO CLAMP ON GROUND ROD Top of Base flush with Surface Paved Median/Island Varies- See Table " See Plans GROUND ROD 5/8' x 8'-0' GROUND ROD CLAMP SHALL A WEEP PEDESTAL POLE BASE NOTES: 1. GROUNDING SHALL BE IN ACCORDANCE WITH SECTION 2523.04 AND ELECTRICAL TESTS PERFORMED IN ACCORDANCE WITH SECTION 2523.21 OF IOWA D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY & BRIDGE CONSTRUCTION. 2. TOP AND BOTTOM 'S" MAY BE WELDED TO "V" BARS. REMAINING "S" BARS SHALL BE WIRED TO "V" BARS. 3. IN PAVFrD AREAS, TOP 6" OF FOOTINGS SHALL BE FORMED N A 3 x 3 SQUARE. EXPANSION MATERIAL §M L BE PLACED BETWEEN FOOTING AND PAVED AREA. 4. SPARE CONDUIT IS SUBSIDARY TO Tj1fI POLE FOOTING. a —l_ PEDESTRIAN PUSHBUTTON SIGN — PEDESTRIAN PUSHBUTT01 SIDE OF POLE MOUNTED SIGNAL HEADS SHALL BE SECURED TO POLE BY USING A MINIMUM 5/8" WIDE STAINLESS STEEL BANDING MATERIAL PEDESTAL POLE PROJECT W. 091023 DESIGNED BY: J. RESLER PROJECT DATE, 00/002009 CHECKED BY, J. RESLER CC DATE: 017012 962,02 AM DRAWN BY: 22 CAO FILE, x:\CM\IE\2009\091023\CAO\PI.NO91023_N22..t Na GATE BY REVISION DESCRIPTION Fath LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA LOWER MUSCATINE ROAD DETAILS SHEET W. Nx22 - — -- Ill See Note 4 — 3"- ZP.C. Concrete Sidewalk Service Disconnect. Provide 2 Single -Pole Circuit Breakers. MAIN STREETSIDE Meter One for Traffic Signals, One for Lighting. In NEMA 3R Enclosure. 44" 3. See Note 4 r� `Outside Dimensions of Controller Cabinet CONTROLLER CABINET PLAN 1.5" min. 3" max. I I I I I I I I 12" I I I f I I I I I'I I l l l l l lilt 1. 1 12" ml n. I I, l l l l l l I I I I I I I I 18" min. 3/4' Stone Placement of anchor bolls per manufacturer's requirements I II 30" _ 48"s 18". Provide smooth firm subgrode 5/8" Copperweld Ground Rod (10' min.) CONTROLLER CABINET SECTION Power Supply Cabinet Intermatic K4121 Photocell, or Equal Meter O �— Junction Box NOTE: See plan for conduit sizes. 0, 3M14(Photocell), 1N10G, 1"C N8 Bore Copper in Some J Conduit as Supply Conductors. Connect to Neutral. Base Base 5/8'x10' Ground Rod NOTES: in Controller Bose 1. METER SOCKET & DISCONNECT MOUNTED TO SIDE OF CABINET WITH NO PENETRATION THRU CABINET SIDEWALL FOR WIRE LEADS. POWER SERVICE MELT NOTES: 1. Unused stubs will be threaded and capped with threaded metal pipe caps. 2. All used stubs will have metal grounding bushing with N6 wire. 3. Minimum clearance between conduits will be 2". 4. Minimum clearance from sides will be 10". 5. Unused stubs will extend out beyond the base not less than 18". 5. All stubs extending up to the surface of the base shall not be less than 1.5" and not be more than 3" above the surface of the base. 7. Pipes and cops shall be held in place with an approved tie bar before the base is poured. 8. Forms made of suitable material to mainloin the dimensions of the base shall be used. 9. All stubs extending above and below the base shall have the pipes capped before pouring the base, except where the pipe stub is to be used. Those stubs used shall be connected to the conduit network and capped on the ends extending up to the surface of the base before the base is poured. 10. Conduit connected to the conduit system shall be connected by a threaded coupling such as that supplied with conduit or an Erickson type connection or approved equal. No set screw type connector will be allowed. PHOTOCELL ON OUTSIDE OF THE 5 AMP CONTROLLER CABINET T"O PHOTOCELL. "OFF" N'• "AUTO" OOX "LC" LC LIGHTING CONTACTOR. LIGHTING CIRCUIT BREAKER ON THE X00 OUTSIDE OF CONTROLLER CABINET PROVIDE 4 TERMINALS L EACH MIRE 20A 120V TYPICAL LIGHT NEUTRAL NOTES: 1. PROVIDE ENGRAVED LEGEND PLATES FOR DEVICES WITH WORDING AS INDICATED IN QUOTES. 2. PROVIDE TERMINAL BLOCKS FOR LIGHTING CIRCUIT. TYPICAL LIGHTING CONTACTOR SCHEMATIC DIAGRAM NO SCALE r 11_ Il _ _ 4Tr I1 -y+ r-�6-HI— — tj — 1 6.5" to 8.. 11 LOWER MUSCATINE ROAD v U SHEET 90. N.23 1 -- '11F- x:\CR\IE\2009\091023\LA0\Pimm\091022J12.9.Mt - v�O `� I I I I DETAILS — I 5/8" Copperweld I1 Ground Rod II' - _ Controller Location Station II 11 11 , � 11 "1 1 a II I N ., II I I f 3( `Outside Dimensions of Controller Cabinet CONTROLLER CABINET PLAN 1.5" min. 3" max. I I I I I I I I 12" I I I f I I I I I'I I l l l l l lilt 1. 1 12" ml n. I I, l l l l l l I I I I I I I I 18" min. 3/4' Stone Placement of anchor bolls per manufacturer's requirements I II 30" _ 48"s 18". Provide smooth firm subgrode 5/8" Copperweld Ground Rod (10' min.) CONTROLLER CABINET SECTION Power Supply Cabinet Intermatic K4121 Photocell, or Equal Meter O �— Junction Box NOTE: See plan for conduit sizes. 0, 3M14(Photocell), 1N10G, 1"C N8 Bore Copper in Some J Conduit as Supply Conductors. Connect to Neutral. Base Base 5/8'x10' Ground Rod NOTES: in Controller Bose 1. METER SOCKET & DISCONNECT MOUNTED TO SIDE OF CABINET WITH NO PENETRATION THRU CABINET SIDEWALL FOR WIRE LEADS. POWER SERVICE MELT NOTES: 1. Unused stubs will be threaded and capped with threaded metal pipe caps. 2. All used stubs will have metal grounding bushing with N6 wire. 3. Minimum clearance between conduits will be 2". 4. Minimum clearance from sides will be 10". 5. Unused stubs will extend out beyond the base not less than 18". 5. All stubs extending up to the surface of the base shall not be less than 1.5" and not be more than 3" above the surface of the base. 7. Pipes and cops shall be held in place with an approved tie bar before the base is poured. 8. Forms made of suitable material to mainloin the dimensions of the base shall be used. 9. All stubs extending above and below the base shall have the pipes capped before pouring the base, except where the pipe stub is to be used. Those stubs used shall be connected to the conduit network and capped on the ends extending up to the surface of the base before the base is poured. 10. Conduit connected to the conduit system shall be connected by a threaded coupling such as that supplied with conduit or an Erickson type connection or approved equal. No set screw type connector will be allowed. PHOTOCELL ON OUTSIDE OF THE 5 AMP CONTROLLER CABINET T"O PHOTOCELL. "OFF" N'• "AUTO" OOX "LC" LC LIGHTING CONTACTOR. LIGHTING CIRCUIT BREAKER ON THE X00 OUTSIDE OF CONTROLLER CABINET PROVIDE 4 TERMINALS L EACH MIRE 20A 120V TYPICAL LIGHT NEUTRAL NOTES: 1. PROVIDE ENGRAVED LEGEND PLATES FOR DEVICES WITH WORDING AS INDICATED IN QUOTES. 2. PROVIDE TERMINAL BLOCKS FOR LIGHTING CIRCUIT. TYPICAL LIGHTING CONTACTOR SCHEMATIC DIAGRAM NO SCALE r NO DISE BY REVISION LESCRIPTIN _ + =17' LOWER MUSCATINE ROAD SHEET 90. N.23 1 -- '11F- x:\CR\IE\2009\091023\LA0\Pimm\091022J12.9.Mt . [I N0: 091023 DESI0 El BY: J. RESLER r,T DATE: DD200/2009 CHECKED BY. L. RESLER •. oATE: 0122722012 9:52,08 AM DRAVA!BY: NO DISE BY REVISION LESCRIPTIN _ + LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD SHEET 90. N.23 1 -- '11F- x:\CR\IE\2009\091023\LA0\Pimm\091022J12.9.Mt - v�O `� IOWA CITY, IOWA DETAILS 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT W/ WASHER (2) 41 5���n� !1110 SKID RESISTANT SURFACE 2 -SECTION COVER REOUIRED 4' (102 mm) X 4" (102 MOUSEHOLES (2) 3"m,n) (�6 C 1(2' (13 mm) X 4 (102 mm) PULL SLOT POLYMER TONGUE AND GROOVE EXTENSION 3/B-16 UNC STAINLESS STEEL HEX HEAD BOLT W/ WASHER (2) 1 34 Imm) I 4" (102 mm) X 4" (102 m: MOUSEHOLES (2) (44S 1/Z„ mm� 2mm) 0 (51 - 112" (13 mm) X 4 (102 mm) PULL SLOT EXTENSION HANDHOLE TYPE 1 4 3/4' (121 mm) X 4 3/4" (121 mm) KNOCKOUTS (8) 4 3/4" (121 mm) X 4 5/8" (117 mm) KNOCKOUTS TYPICAL CONCRETE POLYMER HANDHOLE mm) EXTEND HDPE DUCTS INTO HANDHOLE 8"-12" (MINIMUM. EXTEND DUCTS THROUGH OPEN OTTOM. TYPICAL FOR ALL DUCTS ENTERING HANDHOLE. -�1-1. (25 mm) HANDHOLE TYPE 2 1" (25 mm) INSTALL NEW GROUNDING BUSBAR. SUPPORT FROM HANDHOLE WALL WITH BOLT, NUT, FLAT WASHERS AND LOCK WASHER. ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL. CENTER BETWEEN WALLS. INSTALL GEOTEXTILE WOVEN FABRIC. EXTEND GEOTEXTILE 12" (MINIMUM) OUTSIDE PERIMETER OF HANDHOLE. GRANULAR GRAVEL BASE. EXTEND FILL 6" OUTSIDE PERIMETER OF HANDHOLE MINIMUM). SMOOTH WASHED GRAVEL ILL TO DEPTH OF 6" (MINIMUM). EXTEND FILL MINIMUM OF 6" OUTSIDE PERIMETER OF HANDHOLE ALL SIDES. PROJECT NO: 091023 DESIGNED BY: J. RESLER PROJECT DATE, 00/00/2009 CHECKED BY: J. RESLER CAO FATE: 0127/2012 9:52:13 AN ORAWN1023- BY: CAD FILE, X:\W\IE\2009\09102]\CAp\Plrn\09102]_N2lda NO DATE BY REVISION DESCRIPTION - -- -- : Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOIO AVENUE TO 1 ST AVENUE IOWA CITY, IOWA LOWER MUSCATINE ROAD DETAILS Sell no N.24 / WFST OES MOINES A / / O O b o// Q O G � In —�--° J © l ----J ®L— --J -- --- �J o p o elf .- c - - — - — - - —Ti — - — -DHE- - — -DHE DHE — - _ - / - — - ® W — - — - — - — - — — - - — y,OMER L•tuSCALHE RQA� - — - - — - —ssrm W — - — - — - — - — - — — - W — - — - — - - - — I I171� CSN -4 /- / \ 12•' / PVC TRUSS — - - — - — - — - — — - —/o _ _ — — - — - — - — _ — G — — - _ _ — - SANITARY SEWER / 1 - _ N O O - R/W / R/W w R/W - R/WO - R/W 9 e 1 00 It SYCAMORE TOWN CENTER T ®� \ St.s / \ CORE LLC e� \ / FORE / SYCAMORE TOWN CENTER T LLC / r VPI 70 0 - -- Elv 694.29 700 K 36 700 t EXEST ( D. PROPOSED E ADWAO. P FILE GRADE 9 9 + 0.50% 690 h FIL = 688.72 69 STOR SEWER 7T 685 VP[ 5+85.06851 v K = , 50 84":364" SN -1 EXISTI G 12" C AY Len 50.00ft 0 FL. D MANHO E = 671.36 +/- 68 (FIELD VERIFY FL. ELEVATION - — SN -3 12" PIC TRUS 284LF C 0.17'/ 75 67 TRU TU M - W- 1 48" A TR CT MH- SW -3 1 48" M N TRU TUR MH -3 SN -3 48" MAH E TA. 34 IM E34 60J3. e 3, 21 1.68 L' STA. 34 66.00, :00' RT TA. 37+ 0.00, 0. O RT. 67 L. IN = 677.46 _ N-2 - RIM ELE FL. IN I. = 69 677.50 .96 SN -3 IM ELEV = 694. 9. 67 L IN = 683.36 DROP E EV. _ (6 9:36) S -7 FL. OUT = 677.5 SN -2 OUT 677.98 SN -3 L. IN = 688.21 DROP E EV. _ (67q S -8 BOTTOM WELL 77.00 TTOM LL =.6 7.48 32+00 +25 +50 +75 33+00 +25 +50 +75 34+00 +25 +50 +75 35+00 +25 +50 +75 36+00 +25 +50 +75 37+00 +25 +50 +75 38+00 PROJECT R0: 891023 DESIGNED S. SOVERS NB DATE BY REYIBIOX OESCRIPTIOM LOWER MUSCATINE ROAD IMPROVEMENTS STP -U•3715(854)-70-52 SHEET W. PROJECT BATE: D.1iE: )R5/2012 6:26:31 CHECKED BY: S. SOVERS Y: PM DRAWN BY: Fath FROM KIRKWOOD AVENUE TO I ST AVENUE SANITARY SEWER OO.) C.10 PLAN AND PROFILE C10 FILE: K:\CR\IE\2009\091023\CW\Plam\O91D23_Mi.9t IOWA CITY, IOWA /© '/® T LIBERTY GROWTH IV LC STI Ea a p TAT ORPORATION 3 BFLS PROPERTIES LLOC)A A P ROp0 O \ O O # �1781 as .+N�Q, s f�w / \ — — — — — — — — — — — — — Fo— TI Ppil_ _ =111, q O S OHE OHE_ OHE` � – — _ — – – — – — – — – — , ---- LOWER MUSCATINE ROAD – – — – — – – — W' - 2.. UI ; O b OS O" - - O Eo �o \ s N LC I -- UI a FSR \ � 60 d T � � BJS ENTERPRISES LC !ST AVENUE ,L,.43' .00 °- CONS RUCTION "''69Y n 7 700 PROPOSED P OFILE G ADE '1 00 M L V. 95 95 + EX(S ING GR UND FL 6 q.74 0 4 ROADWAY — q 15" RC STATION 40 69.94 69 85 PI 38+;5.00 Ras v 43 en 60. Oft 8 680 SN- 1 PVC T USS 77 LF 0.17% 675 675 STRUCT RE MH- SW -301 48" ANHOLE STRUCTU E MH -5 SW -301 48" M NHOLE STA. 4 +27.00, 0.00' RI STA. 40 46.92. 9.66" LT. RIM EL V. = 694.10 RIM ELE . = 6q3,88 670 FL. IN = 678.4 SN -5 FL. IN = 678.63 SN -6 67 FL. OU = 678.15 SN -4 FL. OUT= - BOTTOM WELL = 677.95 BOTTOM WELL = 378.00 38+00 +25 +50 +75 39+00 +25 +50 +75 40+00 +25 +50 +75 41+00 +25 +50 +75 42+00 +25 +50 +75 43+00 +25 +50 +75 44+00 PROJECT WO 091023 OE6IGNED Br, 5. SOVEIK NO DATE BY REVISION OESRIPTWx MUSCATINE ROAD IMPROVEMENTS STP•U-3715(654)-70-52 �T W. PROJECT DATE: CHECKED BY: s. SOVER6 Foth ROM KIRKWOOD AVENUE TO IST AVENUE FROM SANITARY SEWER O.02 CAD DATE: 2/25/3012 6:26:39 PM ORAVN Br: PLAN AND PROFILE ce0 FILE: xncavE1zoo9\091az3\uDAPi ... ADvozO_DOz..ns IOWA CITY, IOWA HIGHWAY LIGHTING DATA GENERAL 1. LIGHTING INSTALLATION SHALL BE IN ACCORDANCE WITH IOWA DOT STANDARD SPECIFICATION SECTION 2523. HIGHWAY LIGHTING UNLESS OTHERWISE NOTED. 2. LIGHTING MATERIALS SHALL BE IN ACCORDANCE WITH IOWA DOT STANDARD SPECIFICATION 4185. HIGHWAY LIGHTING MATERIALS UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL COORDINATE ROUTING AND INSTALLATION OF CONDUIT SYSTEM WITH EXISTING AND PROPOSED UTILITIES, STRUCTURES AND EGUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN LOCATES ON ALL UNDERGROUND UTILITIES AND VERIFY CLEARANCES BEFORE BORING, TRENCHING OR EXCAVATION. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL LIGHTS, POLES AND BASES, AND COLOR CHIPS FOR ALL POWDER -COAT COLORS. 5. PROVIDE SUBMITTALS ON THE FOLLOWING MATERIALS/EQUIPMENT. A. LIGHTING CONTROLLER 8. LUMINARIES C. POLES AND MASTARMS (INCLUDING WIND LOAD CALCULATIONS -AND COLOR CHIPS) D. WIRE AND CABLE E. CONNECTORS F. CONDUIT G. ELECTRIC CIRCUIT HANDHOLES 6. WHEN INDICATED ON DRAWINGS. EOUIPMENT VENDORS ARE SOLE -SOURCED PER IOWA CITY REQUIREMENTS. SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS OTHERWISE NOTED. ELECTRIC SERVICE 1. THE CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICE INCLUDING TRANSFORMER AND PAD LOCATIONS. ORIENTATIONS, AND ENERGIZATION WITH THE MIDAMERICAN ENERGY. 2. THE INSTALLATION SHALL MEET ALL UTILITY AND NEC CODES AND REDUIREMENTS. 3. PROVIDE ELECTRICAL SERVICE TO EACH LIGHTING CONTROLLER. 4. PROVIDE ONLY ELECTRIC SERVICE TO THE TRAFFIC CONTROL STATION. INSTALLATION OF THE TRAFFIC CONTROL STATION. CONTROLS. AND LIGHT FIXTURES ON SIGNAL POLES ARE THE RESPONSIBILITY OF THE SIGNAL CONTRACTOR. UNDERGROUND CIRCUITS 1. INSTALL DUCTS 36'• BELOW FINISHED GRADE AND PROVIDE PLASTIC ELECTRICAL WARNING TAPE IN TRENCH ABOVE ALL CONDUIT AT 1•-6•' BELOW FINISHED GRADE. 2. WIRING INSTALLED IN CONDUIT SHALL BE S INGLE -CONDUCTOR COPPER TYPE USE -2 RHH/RHW-2 (PER DOT STANDARD SPECIFICATIONS) FOR PHASE, NEUTRAL, AND GROUND CONDUCTORS. 3. UNLESS OTHERWISE NOTED. CONDUIT SHALL BE 2" DIA. HOPE. 4. ALL ROAD CROSSING CONDUITS SHALL BE 2" DIA. HDPE UNLESS OTHERWISE NOTED. INSTALLATIONS SHALL BE IN ACCORDANCE WITH RM -33. 5. ALL CONDUIT SHALL BE SOLID COLOR CODED BLACK. G. COORDINATE CONDUIT ROUTING WITH LANDSCAPE PLANTINGS. 00 NOT LOCATE CONDUIT BENEATH TREES. ALL CONDUIT RUNS SHALL STAY WITHIN RIGHT OF WAYS. ROADWAY LIGHTING 1. ALL LIGHTING UNITS, JUNCTION BOXES, HANOHOLES OR ENCLOSURES SHALL BE CONNECTED TO THE GROUNDING SYSTEM. PROVIDE AND INSTALL GROUND RODS AND GROUNDING ELECTRODES CONDUCTORS AT ALL LIGHTING UNITS, LIGHTING CONTROLLERS. HANDHOLES, ETC. PER NEC AND IDOT STANDARD SPECIFICATIONS. 2. TAP AND END -OF -CIRCUIT CONNECTORS SHALL BE MADE WITH RM -40 Y-1, L-1 CONNECTORS WITH 5 AMP FUSES INSIDE POLE SHAFT HANDHOLES. MANUFACTURER SHALL BE COOPER-SUSSMAN HEB SERIES, BREAKAWAY TYPE ALL COPPER CONDUCTOR CONSTRUCTION SET -SCREW CONDUCTOR FASTENING SYSTEM, SUITABLE FOR COPPER CONDUCTORS SCHEDULES, AND CONSTRUCTED TO ACCEPT 13/32" X 1-1/2" FORM FUSES. 3. ALL LIGHTING LOADS SHALL BE CONNECTED 240V "LINE -TO -LINE". 4. TOUCH UP ALL NICKS a SCRATCHES ON LIGHTING UNITS WITH FACTORY SUPPLIED TOUCH-UP PAINT. 5. HANDHOLES SHALL BE ACCORDING TO RM -38 UNLESS NOTED OTHERWISE. SEE DETAIL ON SHEET P.08. IPROJECT W. NIO23 o"'C'"Bo 7 AN CAD/CAD OATE, 1 21112�1220g9W910T9,040'trw\g9it4�3/2009 P�t6µt 5. OYEP�S In DATE BY ravrarin ucawir,ru, LIGHTING ASSEMBLY TYPE TALL POLE LUMINAIRE DESCRIPTION LED ROfOSIM( MFR. CAT NO. GPLM-13OW98LED4K-LE4 FINISH GRAY PHOTOMETRIC CURVE T263301130W9BLEOLE4),IES IES DISTRIBUTION LE4 IES SURFACE CLASSIFICATION R3 MOUNTING HEIGHT ABUYE ROAUWAY 30' ARM LENGTH B MOUNTING BEHIND SIDEWALK 3' FIXTURE TILT ILLUMINANCE TOTAL LIGHT LOSS FAUIM 0.601 LAMP WATTAGE/TYPE 13OW/LEO VOLTAGE 240 CORRELATE COLOR TEMP. 4 DOOK Rated Life (Hr. *IQ Hr./Start) 70 UNIFORMITY I UAVEWUM1M CLASSIFICATION CLASS LEGEND --------------------- UNDERGROUND CONDUIT, CIRCUIT DIAGRAM FHANOHOLE DESIGNATOR �HH5 HANOHOLE - NOTE: USE POLE DESIGNATOR FOR HANDHOLES AT POLES CONTROLLER NUMBER XXA-4 POLE DESIGNATOR OLE NUMBER MIRING BRANCH LETTER p-0 X%:-4 STREET LIGHT p EXISTING LIGHTING CONTROLLER PANEL CABINET B CABINETD LIGHTING CONTROLLER PANEL . i n f � E TABLE NOTES 1. PERFORMANCE REQUIREMENTS ARE FROM IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS MANUAL, CHAPTER 11, SECTION 2. TABLE 2.1 ,Foth I hereby ceNfy Nat Ihls engineering document was prepared by me or under my direct personal supervision and that I am a duty limosed Professional ANALYSIS RESULTS DF ES S10� Y Fy t/a,7/gi 2 _ 9014"FMIERIC�. DATE INTERSECTIONS DESIGN CRITERIA FRERICKS License Number 20095 20095 to My license renewal date is DECEMBER 31. 2013. Pages or sheets covered by this seal: 4 P a /o W P.01-PAIR - HORIZONTAL ILLUMINANCE HORIZONTAL ILLUMINANCE (MAINTAINED) ROADWAY AREA AVERAGE UNIFORMITY AVERAGE MXIMUM MINIMUM UNIFORMITY I UAVEWUM1M CLASSIFICATION CLASS E(AVE) E(AVE)/E(MIN) E(AVE) EI(MAX) I E(MIN) LOCATION: Arterial/Arterial Intermediate 1.79 3 to 1 L95 2.70 1.00 0.70 .95 2. Is 6 Auer Muscat Ina Local/Arterial Intermediate 1.49 3 to 1 1.51 .50 Mall A ren cMusca Local/Arterial Intermediate 1.45 ] to I 1.20 forest aver Muscatine ne Collector/Anter loci Intermediate I.55 ] to 1 1.99 3.00 1.10 Sycamor A Lo.er Muscatine Local/Arterial I Intermediate 1.43 3 t0 1 1.44 2.00 0.50 South Sorme A 1 over Musc t Ing Local/Anter loci Rea ldentlal 0.90 7 to 1 22 1.70 0.80 North r e A orer Muscat Local/M ter lal Res ldent lel 0.90 3 to 1 .13 1. 0.60 M. ne Local/Amer loci Res ldentlal 0.90 7 to 1 1.33 1 0.80 0.90 44 Ash r atin Local/Amer loci Residential 0 90 3 to 1 Fr r ANALYSIS RESULTS ROAD DESIGN CRITERIA HORIZONTAL ILLUMINANCE HORIZONTAL ILLUMINANCE (MAINTAINED) ROADWAY AREA AVERAGE UNIFORMITY AVERAGE MAXIMUM MINIMUM UNIFORMITY E(AVE)/E(MIN) CLASSIFICATION CLASS E(AVE) E(AVE)/E(MIN) EIAVE> EIMAXI E(MINI LOCATION, Ar r)al Intermediate 0.80 3 to 1 0.% 1.80 0.40 2.40 2.48 South End to Ist Interned late .80 3 0.99 1.80 0.40 ist W Mall Ar 1Is. Anter al Intermediate I to 1 0.93 1.40 D.50 I.B6 2.38 Mall to Deforest Internadlate t 0.95 I.60 0.40 Deforest to Sycamore Ar r I 3 1 0.93 1.40 0.50 L86 Sycamore to S race Ar r1 I Intermediate TABLE NOTES 1. PERFORMANCE REQUIREMENTS ARE FROM IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS MANUAL, CHAPTER 11, SECTION 2. TABLE 2.1 ,Foth LOWER MUSCATINE ROAD IMPROVEMENTS I GENERAL NOTES/ LEGEND FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA 9 T N0. P.01 I hereby ceNfy Nat Ihls engineering document was prepared by me or under my direct personal supervision and that I am a duty limosed Professional Engineer under Ne faun of Ne Slate of Iowa. DF ES S10� Y Fy t/a,7/gi 2 _ 9014"FMIERIC�. DATE JASON L. 41 .E. FRERICKS License Number 20095 20095 to My license renewal date is DECEMBER 31. 2013. Pages or sheets covered by this seal: 4 P a /o W P.01-PAIR - LOWER MUSCATINE ROAD IMPROVEMENTS I GENERAL NOTES/ LEGEND FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA 9 T N0. P.01 • I + T „ --__r I I L— .. 8• + Q --- __ 51T — L— A15 LOWER MUSCAiINE OOA1 �— — --- ` s 57.7 ,t rA 4 .3 FEET r \ to a \Q, A +4.7 ` W8 .0 LT 8 8 ���� 8 N 8 8 TA +45.0 \ QO 1f3 ID L \/- STA. 7+O STA. L— ` .5' LTTA. 18i 0.0 V p + 5 8.5 L O TA. — — — — — — — — — 33\> 35 IN T 13. N 6+7 — — — — — — — — — — — — -- _ ------------------ OOA2 OOA 12 LOWER MUSCATI►E ROAD as SH ---- — \ —� —-- —L--100A'� STA. . 7.8 •—• 35. O STA. s ��� • 0 37.0' RT RT .py • �P? � St�, + � S +28.3 V .o0 ST 75.4 7 F� —F I = P110JECT NOi 091023 DESIGNED BY, S. SOVEBS NO d1TE BY REVISION OESCRIPTIOV STP-U3715(854�-70-52 'SET 40. PROJECT DATE. CNECKEO BY. s, SovEn �O `� LOWER RKWOO MUSCATINE ROAD IMPROVEMENTS CAD DATE, 7/25/2012 6,ZA23 PM DRAWN BY, T FROM KIRKWOOD AVENUE TO 1ST AVENUE ROADWAYWER LIGHTICATINENG ROAD P.02 CAD FILE, %,\CR\IE\2009\091023\CAO\Pl.-\091023P .Mt iowA cln, lowA ROADWAY LIGHTING I I 00-191 LEC ICAL / / TA. 24« LT I 1 RAN RME BY 0 ERS) 8 8 81 0 q 8p• d I 9 9 N • N • � « M TA. 2 47. 8.0 N — ----IV-------- N STA. 28«0 8. 8.5 L I STA. — .O iROLLE 4 Ta « ° I TA . 1 L 4 S 20-55. li �" •S. • • — — r LOWER A OAD 1 p 10087 —TA. 6«49.3 STA. 7« 4 34. ` / Sr \ ROAD AY L T I%TU TRAFFIC SIGN POL S N SH LL TA +4 t I l` BE FED FROM TRA SIG I CONTROL CABINET. TYPICAL O 4. OF I M• N I ` ArJC F O - �0 FEET ` R A HT FI TURES ON TRAFFI / ELECTRICAL EU BE FED FRO RAFIC IGNAL TRANS ER p CONTROL CABINET. T PICAL OF 4. / �y (BY OT RSI 8 QQ� a% O N Pt ED STA. « .0 TA. 3 «80.0 STA. 29.15. 3 • STA. 30« L 8. TA «49. 4 — LT _ — — STA. «9 38. L L — — — — — — — — — — — — — — — — — — — — J _ _ — STA 33«5 _ — — / TA L 6. LT — — — — —I KONTROLLER • 200A5 _200AI 1 LOWER MUSCATINE ROAD LOWER MUSCATINE ROAD 1 20082 2OOf3 — _ — A. «68. « 27.5 R • TA. 37«53. « WNW - 27.5 I 0 30 F� PIIOJECi N0: 091023 oEslExEo er: S. sovEAs rao DATE er SEYISIM OESOAIPTIM LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715�854�-70.52 s T W. PIIOJELi GATE: MCAD ECTE: CIfECKEO SY: s. sOVE9s �O� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD P•03 CAO FILE. Tizsizolz %:\CP\IE\8109\091023\LA0\Plav\041023P 6:27:25 PM ORAYN BY: .Nt IOWA CITY, IOWA ROADWAY LIGHTING 2l 8 + STA. 40. W N + P ' 1 0.6 � � I N DO'SBI TA L *9 A. STA. 44.00.0 — — — I ST L 9 . STA. 12.0 — _ — _ — _ 6� _ _ _ 4�. L — —28. L I TA 1 A 7 —� l l _ 2...L ... a,. ` 10 200812 Ff ROAD 200813 20084 20085 HHIO 20086 • un*' 2008 — I — — A 3 -47. T .27. RT • 24.5 4 \ STA. 34+ t \ 27.5' RT STA. 40+ I A. 4 128.6 s ,a ROADWAY LIGHT FIXTURES ON TRAFFIC SIGNAL POLES SHALL 7 ;„ BE FED FROM TRAFFIC SIGNAL _ CONTROL CABINET. TYPICAL OF 4. PBWECT B0: 091023 DESISTED BY: S. SDVERS PROJECT DATE: CIECKED BY: S. MRS CAD DATE: 7/25/2012 6:27:26 PM DRAVR Br: CAD FILE, X:\M\IE\20o9\o91023\CADYPIanz\D91oz3_PDA.Ms MC BATE BY AEVISIM DESCRIPTIM #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD ROADWAY LIGHTING SHEET W. P 04 POLE DESIGNATOR KEY 76 �B I7 POLE NUMBER MIRE BRANCH LETTER CONTROLLER NUMBER NOTE: 1. EXCEPT AS NOTED OTHERWISE. ALL CONDUITS SHALLCONTAIN: 2-#8 (RED, BLUE LIGHTING CIRCUIT) 1-118 (GREEN GROUND) 2. ALL CONDUITS SHALL BE 2" DIA. HDPE CONDUIT IN TRENCH, UNLESS OTHERWISE SHOWN PROJECT NW, 091023 DESIGNED BY, S. SOVEM PROJECT DATE. CRECKEO BY: S. SOVERS CAD DATE, )]252012 8:22:27 PN ORAA BY, W DATE BY REVISION OESONIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(854)-70-52 LIGHTING CIRCUIT DIAGRAM SHEEt NO. P.05 Q 0 4 IOWA CITY, IOWA CONTROLLER M200 .� W nO5 ? 8 -.I I ZN ----b--- - ---(A �9 HH11 Y0: MMB W O I--- Y I--- I--- I--- b U 2008, 20082 20083 200B4 2MB5--2ODB6 O 200AS 200A5 20OA4 200A3 200A2 200A,4 t00A10 \ \ lz 1 200810 200811 200812 200813 CONTROLLER 1p100 W a Q \ a y LOWER MUSCATINE ROAD L� o "-T-' Cl P- 2 A HH5 - - - -- _ - -- _ _ HH10 - - iW ---b- HMO ---I ,I----�---� 1 I-- HH3b I----I---HH2I I---------HH,----b--- _ ] 20088 No-� b--- b 18887 10GA15 100413 10DA12I 10OA9 IOOAB 100A7 10044 100A3 100A2 10GA1 10OB1 10OB2 10083 10084 10085- / 1 I LOWER MUSCATINE ROAD I I LOWER MUSCATINE ROAD MM7 - - 1 1\ HM4 10046 \\ IODA14 \ I ay \ G \ 100471 .a�y \ itt 100M \ v �O 100008 P9y �t� AP P pG C 7 �� FF IR, CN N aIN W o a POLE DESIGNATOR KEY 76 �B I7 POLE NUMBER MIRE BRANCH LETTER CONTROLLER NUMBER NOTE: 1. EXCEPT AS NOTED OTHERWISE. ALL CONDUITS SHALLCONTAIN: 2-#8 (RED, BLUE LIGHTING CIRCUIT) 1-118 (GREEN GROUND) 2. ALL CONDUITS SHALL BE 2" DIA. HDPE CONDUIT IN TRENCH, UNLESS OTHERWISE SHOWN PROJECT NW, 091023 DESIGNED BY, S. SOVEM PROJECT DATE. CRECKEO BY: S. SOVERS CAD DATE, )]252012 8:22:27 PN ORAA BY, W DATE BY REVISION OESONIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(854)-70-52 LIGHTING CIRCUIT DIAGRAM SHEEt NO. P.05 0 IOWA CITY, IOWA CONTROLLER M200 .� 8 -.I I ----b--- - ---(A �9 HH11 20087 MMB I--- I--- I--- b b I--- I--- I--- b 2008, 20082 20083 200B4 2MB5--2ODB6 j 20089 200AS 200A5 20OA4 200A3 200A2 200A,4 py qy I 2 1 200810 200811 200812 200813 Q 1- ��12 LOWER MUSCATINE ROAD LOWER MUSCATINE ROAD L� ♦ ♦ A i - HH10 1 � \ _ ] 20088 No-� POLE DESIGNATOR KEY 76 �B I7 POLE NUMBER MIRE BRANCH LETTER CONTROLLER NUMBER NOTE: 1. EXCEPT AS NOTED OTHERWISE. ALL CONDUITS SHALLCONTAIN: 2-#8 (RED, BLUE LIGHTING CIRCUIT) 1-118 (GREEN GROUND) 2. ALL CONDUITS SHALL BE 2" DIA. HDPE CONDUIT IN TRENCH, UNLESS OTHERWISE SHOWN PROJECT NW, 091023 DESIGNED BY, S. SOVEM PROJECT DATE. CRECKEO BY: S. SOVERS CAD DATE, )]252012 8:22:27 PN ORAA BY, W DATE BY REVISION OESONIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(854)-70-52 LIGHTING CIRCUIT DIAGRAM SHEEt NO. P.05 CAO FILE, X:\CR\IE\2009\091023\CAO\Pl.\O91W3_PM.uh IOWA CITY, IOWA `1 — — LIGHTING CONTROLLER *IOU. ,J ORIENT CONTROLLER WITH DOOR OPENING TOWARDS SIDEWALK. PROVIDE CONCRETE WC BETWEEN CONTROLLER SIDEWALK. INCIDENTAL LIGHTING CONTROL R/W / LOWER MUSCATINE ROAD IMPROVEMENTS / STP-U-3715�554I-70.52 SHEET NB' P.E.0 WINDOW 3-1/2" DIA.AC�IT TRANSFORMER UTILITY I 2 DOMINATE LOCATION WITH MIDAMERICAN ENERGY, CONTROL CABINET 2 2" CONDUITS IN TRENCH. SHALL CDNTAIN 2-C I. 1 Y I 2-2•' COMOUT4S IN TRENCH. ONE Q 4DUIT p IOWA CITY, IOWA SHALL CONy1N 2 -CI• 1 -CIN. CAI SPARE CONDUIT. FOUNDATION. TURN HANDLE I I LIGHTING ONTROLLER CIO ____ ----- - , •.__._ - - -r I ) - ELECTRIC UTIL IIx T SF ORMEP PAD. CORDINATE LOCATION TH I ORIENT CTROLLER WITH O OPENING ARDS SIDEWALK R I Y I'___ MIOAMERICAN ENERGY. US BARE COPPER - L O _W UIQ_________ ____ CONTROLLRp -1 ROW IDE CONCRETE wORKPAO •100 1 43 R/Y TWEEN CONTROLLER ANO I — 1/2•' X B" H P5/8•' _ J.a -0�1• 361 MAST ZL — WALK. I WALK. INCIDENTAL TO CONTROLLER.R/ \ 4 ANCH ANCVKIRBLTS. X B' COPPERGALVANIZED %V 2D11 B R/ A V1 R/W 24 D TYPICAL 4. HHI— _ --- 11 61 m m so San. _ _ _ - _ - _ - _ G — _ �{ — - 3" -PVAIRED C IT ETWEETHEElfq 91flOLttR AND CABLE \ COWER 14US%TINE ROAD I Nc1 DENTLL 7 LICT CO 40 ER. 2 \ \ CONTROLLER HA SP ®. 30•' X IT^ X I8" D PI r CONCRETE INCID& L0 OO R ]1 UTILITY 32 I 31 I, ROADWAY LIGHTING �tlp�(\ TRANSFORMER PAD. 0 10 1 CONTROLLER •100 ((XX1y7OORR11 FEET I � SEE PLAN. FRONT VIEW `1 — — LIGHTING CONTROLLER *IOU. ,J ORIENT CONTROLLER WITH DOOR OPENING TOWARDS SIDEWALK. PROVIDE CONCRETE WC BETWEEN CONTROLLER SIDEWALK. INCIDENTAL LIGHTING CONTROL R/W 1 L �I) '®•®lm141 ROADWAY LIGHTING 2 CONTROLLER •200 CAPPED ROOF W/DRIP SHEILO LOWER MUSCATINE ROAD IMPROVEMENTS p p STP-U-3715�554I-70.52 SHEET NB' P.E.0 WINDOW 3-1/2" DIA.AC�IT TRANSFORMER UTILITY ` /V Foth DOMINATE LOCATION WITH MIDAMERICAN ENERGY, CONTROL CABINET 2 2" CONDUITS IN TRENCH. SHALL CDNTAIN 2-C I. 1 Y COND N. CAP RE NO IT. 11 Oj \a IOWA CITY, IOWA LER I'T2� 43 Y• J FOUNDATION. TURN HANDLE 1 L �I) '®•®lm141 ROADWAY LIGHTING 2 CONTROLLER •200 OHE _ E----�� G�,E ER AN[I_ ECIAL. C LSE - TO LIGHTING CONTROLLER, LOWER MUSCATINE ROAD 4 IAL RNC 1. ER — - — - _ W 0 10 � FEET NOTES: 1. ELECTRIC UTILITY CONTACT: MIDAMERICAN ENERGY JASON WARREN 319-341-4425 2. ELECTRIC UTILITY TO PROVIDE: A. FIBERGLASS TRANSFORMER PAD B. PRIMARY CONDUCTORS TO TRANSFORM PAD C. TRANSFORMER D. FINAL CONNECTION OF THE SECONDARY CONDUCTORS TO TRANSFORMER 3. CONTRACTOR i0 PROVIDE: A. INSTALLATION OF FIBERGLASS TRANSFORMER PAD B. SECONDARY CONDUIT AND CONDUCTORS FROM LIGHTING CONTROLLER C. PROVIDE AN EXTRA 5 FEET OF SECONDARY CONDUCTORS AT TRANSFORMER PAD FOR UTILITY TO MAKE FINAL CONNECTIONS. PROJECT ND, 091023 DESIGNS] BY: S. SOVERS CAPPED ROOF W/DRIP SHEILO LOWER MUSCATINE ROAD IMPROVEMENTS p p STP-U-3715�554I-70.52 SHEET NB' P.E.0 WINDOW 3-1/2" DIA.AC�IT -- --- — - ` /V Foth FROM KIRKWOOD AVENUE TO IST AVENUE CONTROL CABINET P 06 CAD FILE: XA0R\IE\2009\091023\CAO\PIn$\O91023_Po6.ent IONS PRIOR TO IOWA CITY, IOWA 3 -POINT PAOLOLKABLE VAULT SERVICE OI BCONG FOUNDATION. TURN HANDLE SWITCH MINIMUM 3/4" CHAMFER, ALL EDGES US BARE COPPER - GROUNDING ELECTROD CONDUCTOR IN I" PV II II 1/2•' X B" H P5/8•' II ANCH ANCVKIRBLTS. X B' COPPERGALVANIZED MASHERS L M1T5. CLAO Gfl0UN0ROD TYPICAL 4. CONCRETE PEDESTAL (4000 PSI AT 28 DAYS) AND CABLE UTILITY CONDUITS WITH LIGHTING TRANSFORMER PAD. CONOIICTORS PER PLAN SEE PLAN. FRONT VIEW SIDE VIEW REAR VIEW CONTROLLER DETAIL 3 NO SCALE OHE _ E----�� G�,E ER AN[I_ ECIAL. C LSE - TO LIGHTING CONTROLLER, LOWER MUSCATINE ROAD 4 IAL RNC 1. ER — - — - _ W 0 10 � FEET NOTES: 1. ELECTRIC UTILITY CONTACT: MIDAMERICAN ENERGY JASON WARREN 319-341-4425 2. ELECTRIC UTILITY TO PROVIDE: A. FIBERGLASS TRANSFORMER PAD B. PRIMARY CONDUCTORS TO TRANSFORM PAD C. TRANSFORMER D. FINAL CONNECTION OF THE SECONDARY CONDUCTORS TO TRANSFORMER 3. CONTRACTOR i0 PROVIDE: A. INSTALLATION OF FIBERGLASS TRANSFORMER PAD B. SECONDARY CONDUIT AND CONDUCTORS FROM LIGHTING CONTROLLER C. PROVIDE AN EXTRA 5 FEET OF SECONDARY CONDUCTORS AT TRANSFORMER PAD FOR UTILITY TO MAKE FINAL CONNECTIONS. PROJECT ND, 091023 DESIGNS] BY: S. SOVERS NO DATE BY REvlslox ]EswlPn]H _ _ LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715�554I-70.52 SHEET NB' PROJECT DATE: CHECKED BY: S. SOVERs CAD DATE: 7/25/2D12 6.27Q9 PM DRAWN BY: -- --- — - ` /V Foth FROM KIRKWOOD AVENUE TO IST AVENUE LIGHTING CONTROLLER LOCATION PLANVIEW P 06 CAD FILE: XA0R\IE\2009\091023\CAO\PIn$\O91023_Po6.ent / IOWA CITY, IOWA NEUT "PANEL LIGHT" 120V 1 TYPICAL LIGHTING CONTROLLER SCHEMATIC DIAGRAM NO SCALE FROM METER "?STAT" I TYPE 20AHEATING THERMOSTAT. ^ 120V FUSIBLE HEAVY-DUTY SERVICE OPENING ON 2pp RISING TEMP. PHOTOCELL 120V �0�11 5 AMP PE J CONTROL POWER LOCK -ON PROVISIONS CIRCUIT BREAKER. -� "OFF" "ON" "AUTO" DETAIL. THIS SHEET 105 ENCLOSURE HEATER. X00 PC PROVIDE TWO i 00X 1 TYPICAL LIGHTING CONTROLLER SCHEMATIC DIAGRAM NO SCALE FROM METER "LC" NOTES: 1. PROVIDE ENGRAVED LEGEND PLATES FOR DEVICES WITH WORDING AS INDICATED IN QUOTES. LIGHTING CONTACTOR. LIGHTING CONTACTOR COIL PANEL LIGHT & RECEPTACLE PANEL HEATER CONTROL SPARE POWER DIAGRAM 2 NO SCALE 30A A LIGHTING ENCLOSURE I 240V, IOOA, 3 WIRE SINGLE THROW INTERIOR LIGHT. IOOA CONTROLLER ENCLOSURE. FUSIBLE HEAVY-DUTY SERVICE DUPLEX RECEPTACLE - FUSES DISCONNECT SWITCH NEMA 3R WITH T GFCI TYPE. INNER PANEL. LOCK -ON PROVISIONS -- -: — -� SEE GROUNDING SPARE DETAIL. THIS SHEET ENCLOSURE HEATER. -LeIGHTING PROVIDE TWO ;-73 GROUNDING BUSHING. TERMINALS FOR SURGE EACH CIRCUIT PANEL WITH #6 EQUIPMENT PROTECTIVE PHASE BOND TO GROUND BUS PHOTOCELL. DEVICE _ "RELAY PC" 30A WITH #6 CONDUCTOR. �I-'-��� PC PHOTOCELL RELAY. 4PST. "LC" NOTES: 1. PROVIDE ENGRAVED LEGEND PLATES FOR DEVICES WITH WORDING AS INDICATED IN QUOTES. LIGHTING CONTACTOR. LIGHTING CONTACTOR COIL PANEL LIGHT & RECEPTACLE PANEL HEATER CONTROL SPARE POWER DIAGRAM 2 NO SCALE 30A A LIGHTING CIRCUIT B CONTROLLER ENCLOSURE. INNER PANEL. LIGHTING -- -: — -� iC) SPARE -LeIGHTING GROUND ENCLOSURE INNER ;-73 GROUNDING BUSHING. ? SPARE CONTROLLER ENCLOSURE. INNER PANEL. PUSHBUTTON ENCLOSURE. NIPPLE WITH GROUND ENCLOSURE INNER GROUNDING BUSHING. PANEL WITH #6 EQUIPMENT BOND TO GROUND BUS GROUNDING CONDUCTOR. WITH #6 CONDUCTOR. #8 EQUIPMENT GROUNDING #1 SERVICE NEUTRAL 3 -POSITION SELECTOR SWITCH WITH CONDUCTOR FOR LIGHTING CONDUCTOR. LEGEND PLATE. CIRCUITS. TYP. PHOTOCELL AND BRACKET #6 ENCLOSURE METER BASE MOUNTED IN CABINET AT PEC WINDOW. GROUNDING CONDUCTOR. ENCLOSURE ON BACK INNER PANEL. GROUND BUS. OF CABINET PANEL CIRCUIT BREAKERS Fl ENCLOSURE NOT LESS THAN 46.30.18. #6 BONDING JUMPER. NEUTRAL LUG. NEUTRAL BUS. oa NEUTRAL FROM S LC GROUNDING STUD WELDED TO POWER COMPANY. DID ENCLOSURE. LIGHTING CONTACTOR. CONNECT #6 GROUNDING CONDUCTOR TO GROUNDING SURGE PROTECTION DEVICE STUD ON DOOR. PC LIGHTING CIRCUIT BREAKERS. PHOTOCELL RELAY PC p #6 GROUNDING ELECTRODE DO NOT USE CENTER RAIL MOUNTED MOUNTED TERMINAL BLOCKS CONDUCTOR. KNOCKOUT FOR U.G. FOR CONNECTION OF LIGHTING SERVICE CONDUIT. CIRCUIT CONDUCTORS. DUPLEX RECEPTACLE PROVIDE 2 TERMINAL BLOCKS PER #6 SERVICE GROUNDING AND LIGHT SWITCH. CONTACTOR POLE WITH A JUMPER LIGHTING SYSTEM GROUNDING ELECTRODE CONDUCTOR. CONNECTING THEM. ELECTRODE INSIDE OF CONTROLLER ENCLOSURE. ENCLOSURE HEATER GROUND ROD AND WITH THERMOSTAT. SERVICE NEUTRAL GROUNDING PER POWER CONTROLLER GROUNDING DETAIL COMPANY TYPICAL CONTROLLER INTERIOR LAYOUT n 4 NQ SCALE REOUIRMENTS. 3 NO SCALE PROJECT N0: 091023 DESIGNED BY: S. BOYERS NO DATE BY REVESION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 SHEET NO. DATE, CHECKED BY: B. SOYERS Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LIGHTING CONTROLLER DETAILS P.07 CAD DATE L25R012 6,2):30 PM ORAVN BY: CAD IOWA CITY, IOWA CAO FILE: %:\CR\IE\2009\091023\CAO\Plana\09I023_POJ.nt NOTE: 1, POLES AND TRUSS ARMS SHALL BE ALUMINUM ACCORDING TO SECTION 4185 HIGHWAY LIGHTING MATERIALS. POLE ARM SHALL BE TYPE B ACCORDING TO SECTION 4185. 2. THE DETAILED DESIGN AND FABRICATION OF THE POLE SHAFT, ARMS, TENONS AND ATTACHMENTS SHALL BE ACCORDING TO AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES AND TRAFFIC SIGNALS" CURRENT AT THE TIME OF CONSTRUCTION. LIGHT POLES SHALL BE DESIGNED FOR A 90 MPH WIND VELOCITY AND MINIMUM DESIGN LIFE OF 50 YEARS. POLES WITH ARMS SHALL BE DESIGNED AND MANUFACTURED TO WITHSTAND LOADINGS IMPOSED BY THE ARM, LUMINAIRE, BANNER ARM AND BANNERS. BANNERS SHALL BE WEATHER RESISTANT FABRIC WITH A FINISHED SIZE OF 30 -INCHED WIDE BY 84 -INCHES HIGH AND LOCATED WHERE SHOWN IN THE DETAILS. THE POLE SHALL HAVE A MINIMUM WALL THICKNESS THAT SATISFIES ALL DESIGN LOAD REQUIREMENTS. 3. GROUND ROD SHALL BE INSTALLED IN UNDISTURBED EARTH. 4, PROVIDE STRAP -ON STYLE BANNER ARM ACCORDING TO CITY REQUIREMENTS. BANNER ARMS SHALL BE INSTALLED ON POLE AS REQUIRED BY THE IOWA CITY BANNERS' PROGRAM GUIDELINES. PROVIDE BANNER FLEX III BF3D 31" BANNER ARM AND BRACKET BY SIERRA DISPLAY (800)388-5755. STRAP TO POLE WITH STAINLESS STEEL STRAPS 30" RISE 7 6'-8" 30'-0" MOUNTING HEIGHT 16'-0" FAF 5/8" X 10' COPPER CLAD GROUND ROD WITH #6 BARE COPPER WIRE IN 3/4" SCH 80 PVC THROUGH FOUNDATION. BOND GROUND WIRE TO GROUND ROD WITH SIDE -MOUNT CADWELD OR HYDRAULIC DIRECT -BURIAL COMPRESSION CONNECTION. GROUNDING SHALL BE INCIDENTAL TO LIGHT POLE FOUNDATION. — POLYMER CONCRETE FLARED WALL HANDHOLE 8' TRUSS ARM WITH COVER. COVERS SHALL READ RESTORE SURFACE TO "LIGHTING". MATCH SLOPE OF EXISTING MATCH EXISTING. GRADE. TOP SHALLFLUSH WITH FINISHED GRADE. COLOR SHALL BE GREEN. ROADWAY LUMINAIRE TRUSS ARM WITH 2" O.D. TENON � SEE NOTE 4 BANNER BY OTHERS VIBRATION DAMPER, INTERNAL TO POLE. POLE SETBACKS TO CENTER OF POLE. FINAL POLE SET BACK SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER DURING CONSTRUCTION PROVIDE POLE WIRING ACCORDING TO RM -34B WIRING DIAGRAM. PROVIDE SLACK CONDUCTOR TO EXTEND 18" FROM HANDHOLE. FINISHED GRADE. SIDEWALK 00 00 UTILITY JOINT TRENCH �J O 00 NOTE: A FINISHED GRADE 1. INSTALL CONDUIT IN COMMON r CONDUIT TO NEXT POLE TRENCH. FOUNDATION OR HANDHOLE. COMPACTED GRANULAR/// +' /T�// TYPE A ACCORDING TO RM -39. TOPSOIL. 6" MIN. BACKFILL (CLASS A) FROM TYPICAL. TYPICAL TALL LIGHT POLE INSTALLATION DETAIL BOTTOM OF EXCAVATION TO NO SCALE STREET CONDUIT DETAIL 3 COMPACTED BACKFILL. BOTTOM OF HANDHOLE, PROJECT NO: 091023 OE6ILNE0 6Y: S. SDVER6 NO DATE BY AEYI6ION pE6CRIPiION MINIMUM 6 -IN. DEPTH. SHEET NO. EXCAVATE TO UNDISTURBED EARTH. RKWOOINE FROM KIRKWOOD AVENUE TO 1ST AVENUE LIGHTING DETAILS TYPICAL CONDUIT TO NEXT HANDHOLE OR STREETLIGHT FOUNDATION. IOWA CITY, IOWA NOTES: 1. SEE PLAN SHEETS FOR ACTUAL CONDUITS SWEEP CONDUIT AT REQUIRED AT EACH LOCATION. 45 DEGREES. 2. POSITION CONDUIT ENDS NEAR CENTER OF BOX. ALL CONDUITS SHALL BE 4" ABOVE BOTTOM OF BOX. 3. HANDHOLES DIMENSIONS SHALL BE 15"x17"x12". TYPICAL HANDHOLE INSTALLATION �— _) NO SCALE GROUND ROD. ' G�1 Ill ii OUIT ° CONDUIT WITH LI OHTING WIRES. TYPICALFOR2. ANCHOR BOLT. 1I1 ...– TYPICAL FOR 4.119 P11 POLE FOUNDATION. NOTE: A 1. INSTALL CONDUIT IN COMMON r CONDUIT TO NEXT POLE TRENCH. FOUNDATION OR HANDHOLE. LIGHT POLE FOOTING. TYPICAL FOR 2. NON -LIGHTING TYPE A ACCORDING TO RM -39. CONDUITS IN COMMON TRENCH, TYPICAL. FACE OF CURB. PLAN A CURB PCC SIDEWALK PAVEMENT. CONDUIT TOFF]HANDHOLE OR NEXT POLE FOUNDATION. SEE PLAN SHEETS FOR QUANTITY OF CONDUITS AT ION. EACH LOCATION. \ NOTE: DEPTH WILL VARY DEPENDING ON UTILITY CONFLICTS. OTHER THAN (3) 2" HDPE INNEROCONDUITS - IT/SIGNAL (TYPICAL) DEPTH, COORDINATE WITH ENGINEER.R. O O (t) 2" DIA. HOPE CONDUIT - LIGHTING LIGHT POLE FOOTING. TYPE A ACCORDING TO RM -39. SHARED LIGHTING/IT/SIGNAL CONDUIT TRENCH SECTION A -A TYPICAL TALL LIGHT POLE INSTALLATION DETAIL 1 NO SCALE STREET CONDUIT DETAIL 3 NO SCALE PROJECT NO: 091023 OE6ILNE0 6Y: S. SDVER6 NO DATE BY AEYI6ION pE6CRIPiION LOWER ROAD IMPROVEMENTS STP -U-3716(654-70-62 SHEET NO. PROJECT DATE: CNECXEA BY: 5. 6OVER6 On DATE: 7/26/2012 6:27931 PH DRAWN Br: Foth RKWOOINE FROM KIRKWOOD AVENUE TO 1ST AVENUE LIGHTING DETAILS P,Q8 CAO FILE: X:\CR\IE\2009\09IO23\CIAO\Plana\091023 POB.aM1t IOWA CITY, IOWA • Does net Include curb (DStakinq required by Contracting Authority per Article 2511.03 of the Standard Specifications. NO DATE BY REVISION DESCRIPTION SIDEWALK COMPLIANCE See S Sheets _ 113-10 10-16-12 SHEET NO. PROJECT DATE: CHECKED BY: S. SOVERS Foth Staking RKWOOMUSCA FROM KIRKWOOD AVENUE TO IST AVENUE FOR INFORMATION ONLY: S,O� GAO DATE: 7/25/2012 6:30:26 PM DRAWN BY: Acceptable Required VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Olstances A Elevation Slope Constructed Range on this Remarks Quadrant? Point Station Offset Elevation FT FT % Pos. or Neg. I L2001 L2002 Ra RunningSlope 2.55 0.20 7.8% 0.5% to 8.3% Yes L2001 3+62.11 22.99 689.66 7.2001 L2O13 Ra Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% L2002 3+59.27 ---T+5429 23.01 689.86 L2001 ---[20 14 Crosswalk Cross Slope - Yield Condition 5.24 0.00 0.0% 0.0% to 2.0% Drainage a issues were considered L2003 22.96 689.93 7.2002 7.2003 Landing/Turning Space 4.49 0.07 1.6% 0.17. t0 2.0% Yes 7.2004 3+41.38 22.40 690.53 L2002 L2012 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2005 3+41.03 26.38 690.61 L2003 L2004 Ra RunningSlope 11.65 0.60 5.2% 0.5% to 8.3% L2006 3+54.19 26.96 689.99 L2003 L2006 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2007 3+55.20 28.79 690.00 L2004 L2005 Ra Cross Slope 4.00 0.08 2.0% 0.1% to 2.07 Yes Proposed sloe is maximum allowed L2008 3+59.51 36.21 690.42 L2006 L2005 Ra RunningSlope 11.65 0.62 5.3% 0.5% to 8.3% L2009 3+64.31 -1+6-8.76 43.78 690.86 L2006 7.2007 Ram Runn m Slope 2.03 0.01 0.5% 0.57. to 8.3% Drainage a Issues were considered L2010 42.07 690.78 L2007 L2008 Ram RunningSlope 8.29 0.42 5.1% 0.5% to 6.3% L2011 3+63.70 34.36 690.34 L2008 L2009 Ra RunningSlope 8.54 0.44 5.2% 0.5% to 8.3% L2012 3+59.28 27.01 689.92 --689 L2010 L2009 Ra Cross Slope 4.00 0.08 2.0% 0.1% to 2.0% Yes Proposed sloe is maximum allowed L2013 3+62.17 26.99 72 L2011 L2010 Ra RunningSlope 8.79 0.44 5.0% 0.5% to 8.3% L2014 3+66.00 26.91 689.66 L2011 L2008 Ra Cross Slope 4,00 0.08 2.0% 0.1% to 2.0% Yes Proposed sloe Is maximum allowed L2015 4+04.65 27.00 689.40 7.2012 7.2011 Ra Running Slope 8.29 0.42 5.1% 0.5% to 8.3% L2016 4+06.61 27.00 689.36 L2012 L2007 Ram Cross Slope 4.00 0.08 2.0% 0.1% to 2.0% Yes Pro osed sloe Is maximum allowed L2017 4+12.05 27.00 689.65 7.2012 7.2006 Landing/Turning Space 4.48 0.07 1.6% 0.1% to 2.0% Yes L2018 4+12.93 35.40'= 690.10 L2013 L2012 Ra RunningSlope 2.55 0.20 7.8% 0.577. to 6.3% Yes L2019 4+17.43 -- 43.76:` 690.59 L2014 L2013 Sidewalk RunningSlope 3.38 0.06 1.8% 0.577. to 5.0% 7.2020 4+21.46 .44..48' 690:b L2016 L2015 Sidewalk RunningSlope 1.74 0.04 2.3% 0.57. to 5.0% L2021 4+17.50 ,: 94.41'' 690.1 7.2016 7.2017 Ra Runn m Slo a 4.60 0.29 6,0% 0.5% to 8.3% L2022 4+16.56 1.00 68 L2016 7.2048 Sidewalk RunningSlope 7.07 0.09 1.37. 0.5% to 5.077. L2023 4+21.32 27.00 689 66 L2017 L2018 I Ram Running Slope 8.46 0.45 5.R. 0.5% to 8.37. L2024 4+34.31 -'-'27,.00 689. L2017 L2022 Landing/Turning Landing/TurningSpace 4.00 1 0.00 0.07. 0.1% to 2.07. Drainage Issues were considered L2025 4+34.31 ` '23.00 -- 689.64 L2018-2019 Ramp R nning Slope 9.20 0.49 5.3% 0.57. to 8.377. L2026 4+21.32 23.00 68 L2018 L2021 Ra Cross Slope 4.00 0.05 1.2% 0.17, to 2.07. L2027 4+16.49 23.00 . - 689' L2019L2020 Ramp Cross Slope 4.00 0.07 1.7% 0.17. to 2.0% Yes L2028 4+16.39 17.96 689.19 L2021 L2020 Ra RunningSlope 7.84 0.51 6.5% 0.57. to 8.3% 1.2029 4+16.35 16.18 689.12 L2022 [2021 Ra RunningSlope 7.48 0.50 6.77. 0.577. to 8.3% L2030 4+12.05 18.00- 689.19 L2022 7.2023 Sidewalk Running Slope 4.16 0.01 0.27. 0.5% to 5.0% Draina a issues were considered L2031 4+12.05 23.00 689.59 L2023 7.2024 Sidewalk Running Slope 11.46 0.03 0.37. 0.5% to 5.0% 1 Drainage issues were considered L2032 4+06.61 23.00 689.30 L2025 L2024 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed slope Is maximum allowed L2033 4+17.96 -15.50 690.32 L2026 L2025 I Sidewalk Running Slope 11.69 0.01 0.1% 0.5% to 5.07. Drainage Issues were considered L2034 4+17.87 -21.53 690.68 L2026 L2023 Sidewalk Cross Slope 4.00 0.06 1.57. 0.5% to 2.07. 7.2035 4+17.77 -28.21 691.07 L2027 L2026 Sidewalk Running Slope 4.34 0.01 0.2% 0.57. to 5.07. Drainage -issues were considered L2036 4+19.15 -36.05 691.23 L2027 L2022 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.17. to 2.0% 7.2037 4+12.25 -37.76 691.33 L2028 L2027 Ra RunningSlope 5.04 0.40 7.9'% 0.5% to 6.3% Yes L2039 4+10.67 -21 691.17 L2028 L2030 Ra Cross Slope 4.00 0.00 0.0% 0.1% to 2.0% Drainage Issues were considered 7.2039 4+10.55 -21.53 690.71 L2029 L2028 Sidewalk Running Slope 1.78 0.07 3.9% 0.57. to 5.0% L2040 4+10.46 -15.50 690.38 L2029 02030 Crosswalk Cross Sloe - Yield Condition 4.36 0.07 1.6% 0.0% to 2.07. L2041 3+96.35 23.68 689.37 L2030 L2031 Ramp Running Slope 5.00 0.40 8.07. 0.5% to 8.37. Yes L2042 3+83.01 23.95 689.49 L2031 L2027 Landing/Turning Landing/TurningSpace 4.00 0.00 O.O% 0.1% to 2.077 Dra ma a issues Were considered L2043 3+80.82 23.93 689.51 L2031 I L2017 I Landing/TurningLanding/Turning Space 4.00 0.06 1.5% 1 0.17. to 2.0% L2044 3+67.50 23.39 689.60 L2032 L2031 Ramp Running Slope 4.89 0.29 5.9% 0.57. to 8,37. - L2045 3+67,17 27.38 689.63 L2032 L21151 Ra Crass Slope 4.00 0.06 1.5% 0.17, to 2.0% _ L2046 3+80.75 27,93 689.57 L2032 7.2015 Crosswalk Cross Slope - Yield Condition 4.37 0.10 2.3% 0.0% to 2.0% - [2047 3+82.98 27.95 689.57 L2032 L2041 Sidewalk Running Slope 9.25 0.07 0.87. 0.5% to 5.0% L2048 3+96.58 27.67 689.45 12033 L2034 Ra RunningSlope 6.03 0.36 6.0% 0.5% to 8.3% L2049 4+10.21 0.00 689.77 1-2033 L2040 Ramp Cross Slope 8.00 10.06 0.7% 0.1% to 2.0% L2050 4+09.92 15.50 689.15 L2034 L2035 Ramp Running Slope 6.66 1 0.39 5.8% 0.5% to 8.3% L2051 4+18.50 15.50 689.07 L2034 L2039 Ramp Cross Slope 8.00 0.03 0.4% 0.1% to 2.07. _ L2052 4+18.21 0.01 689.70 L2035 L2036 Landing/Turning Landing/TurningSpace 8.00 0.16 2.07. 0.1% to 2.0% Yes Proposed slope is maximum allowed L2035 L2038 Landing/Turning Landing/TurningSpace 8.19 0.10 1.27. 0.17. to 2.0% _. L2036 L2037 Landing/Turning Landing/TurningSpace 6.19 0.10 1.27. 0.1'% to 2.07. L2038 L2037 Landing/Turning Landing/TurningSpace 8.00 0.16 2.0% 0.17. to 2.0% Yes Propos d sloe Is maximum allowed _ L2039 L2038 I Ramp Running Slope 8.44 0.46 5.57. 0.57. to 8.3% L2040 L2039 Ramp unnin Slope 6.03 0.33 5.57. 0.57. to 8.3% L2041 L2048 Crosswalk Cross Slope - Yield Condition 4.00 0.08 2.07. 0.0% to 2.0% _ L2041 L2042 Sidewalk Running Slope 11.96 0.12 1.07. 0.57. to 5.07. L2042 L2047 Crosswalk Cross Slope - Yield Condition 4,00 0.08 2.07. 0.0% to 2.077 L2042 L2043 Sidewalk Running Slope 1.96 0.02 1.0% 0.5% to 5.07. L2043 L2046 Crosswalk Cross Slope - Yield Condition 4.00 0.06 1.5% 0.0% to 2.07.- L2043 L2044 Sidewalk Running Slope 11.96 0.09 0.8% 0.5% to 5.0'7 _ - L2044 L2001 Sidewalk RunningSlope 4.88 0.06 I.2% 0.5% to 5.0% 12044 12014 Crosswalk Crass Slope - Yield Condition 1 4.00 0.06 1.5% 10.0% to 2.07. -Drainage L2046 7.2045 Sidewelk RunningSlope 11.96 0.06 0.5% 0.57. to 5.0% Issues were considered L2047 7.2046 Sidewalk Running Slope 1 1.96 0.00 0.0% 1 0.57. to 5.0% Draina a Issues were considered PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER INE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET NO. PROJECT DATE: CHECKED BY: S. SOVERS Foth RKWOOMUSCA FROM KIRKWOOD AVENUE TO IST AVENUE S,O� GAO DATE: 7/25/2012 6:30:26 PM DRAWN BY: PEDESTRIAN RAMP LAYOUT CAD FILE: x:\CR\IE\2009\091023\CAO\Plan\091023-SOtahs IOWA CITY, IOWA PROJECT NO. 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -ll -3715(654)-70.52 SHEET M. PRWECT DATE: CHECKED BY: S. SOYtlS AD DATE: 7/25/2012 6:3027 PN DRAWN er: CAO FILE: X:\CR\IE\2009\091023\CAD\Plans\091023-SCI.5ht Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA 113-10 PEDESTRIAN RAMP LAYOUT S.03 SIDEWALK COMPLIANCE 10-I6-12 • Does not Include curb (DStaking required by Contracting Authority per Article 2511.03 of the Standard Specifications. See S Sheets to 1r FOR INFORMATION ONLY: Distance A Elevation Slope Acceptable Required Remarks VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Constructed Range on this Ouadrant7 Point Station Offset Elevation FT FT % Pos. or Ne . i L2141 L2142 Sidewalk Running Slope 15.00 0.01 0.1% 0.57. to 5.07. 1 Drainage issueswere considered L2142 L2143 Sidewalk Crass Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Pro osed sloe Is maximum allowed L2144 L2143 Sidewalk Running Slope 15.00 0.05 0.3% 0.5% to 5.07. Drainage Issues were considered L2145 L2144 Landing/Turning Landing/TurningSpace 4.00 0.02 0.5% 0.1% to 2.07. L2145 L2146 Sidewalk Running Slope 16.00 0.01 0.1% 0.5% to 5.0% Drainage Issues were considered L2147 L2148 Sidewalk Running Slope 16.00 0.03 0.2% 0.5% to 5.0% Drainage issues were considered L2147 L2146 Sidewalk Cross Slope 8.00 0.16 1 2.07. 0.5% to 2.0% Yes Proposed sloe Is maximum allowed ^� L2148 L2141 Landing/ urninSpace 4.00 0.02 1 0.57. 0.177. to 2.07. `•'� L2148 L2145 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.17. to 2.0% '- L2149 L2151 Sidewalk Running Slope 15.50 0.31 2.0% 0.5% to 5.07. L2149 L2140 Ramp Cross Slope 4.00 0.02 0.5% 0.17. to 2.07. ,- L2149 L2148 Ramp Ru ning Slope 7.50 0.60 8.0% 0.5% to 8.3% Yes L2151 L2154 Crosswalk Cross Sloe - No Yield Condition 4.00 0.02 0.57. 0.0% to 5.0'% _' • L2152 L2153 Crosswalk Cross Sloe - No Yield Condition 4.00 0.02 0.57. 0.0% to 5.0% L2152 L2151 Sidewalk Running Slope 15.50 0.31 2.07. 0.57. to 5.0% L2153 L2154 Sidewalk Running Slope 15.50 0.31 2.07. 0.57. to 5.0% L2201 L2202 Sidewalk Running Slope 3.87 0.05 1.3% 0.57. to 5.0% L2201 11+69.59 -31.00 689.17 L2201 L2215 Crosswalk Cross Slope - Yield Condition 8.89 0.11 1.2% 0.07. to 2.07. L2202 11+65.72 -31.00 689.22 L2201 L2241 Crosswalk Cross Slope - Yield Condition 8.00 0.14 1.77. 0.07. to 2.0% L2203 11+59.72 -31.00 689.70 L2201 L2242 Sidewalk Running Slope 18.27 0.31 1.77. 0.5% to 5.0% L2204 11+58.59 -44.07 689.48 L2202 L2215 Ramp Cross Slope 8.00 0.06 0.77. 0.1% to 2.0% L2205 11+52.02 -55.22 689.26 L2202 L2203 Ramp Running SIo a 6.00 0.48 8.0% 0.5% to 8.37. Yes L2206 11+49.16 -52.42 689.34 L2203L2214 Landing/Turning Landing/TurningSpace 8.00 0.00 0.0% 0.1% to 2.0% Drainage Issues were considered L2207 11+54.75 -42.93 689.54 L2203 L2208 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2208 11+55.72 -31.00 689.76 L2204 L2203 Sidewalk Running Slope 13.18 0.22 1.7% 0.5% to 5.0% L2209 11+50.11 -31.00 689.92 L2204 L2207 I Sidewalk Cross Slope 4.00 0.06 1.5% 0.5% to 2.07. L2210 11+39.72 -31.00 690.20 L2205 L2204 Sidewalk Running Slope 13.07 0.22 1.7% 0.57. to 5.07 L2211 II+39.72 -23.00 690.04 L2205 L2206 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed slope is maximum alloyed 7.2212 11+50.11 -23.00 689.86 L2206 L2207 Sidewalk Running Slope 11.13 0.20 1.8% 0.57. to 5.07. 1-2213 11+55.72 -23.00 689.76 L2207 L2208 Sidewalk Running Slope 12.02 0.22 1.8% 0.57. to 5.07. L2214 11+59.72 -23.00 689.70 L2208 L2213 Landing/Turning Landing/TurningSpace 8.00 0.00 0.0% 0.1% to 2.0% Drainage issues were considered L2215 11+65.72 -23.00 689.28 L2208 L2209 Sidewalk Running Slope 5.61 0.16 2.9% 0.5% to 5.0% L2216 12+18.64 -31.00 689.80 L2209 L2210 Sidewalk Running Slope 10.39 0.28 2.T/. 0.5% to 5.07. L2217 12+26.73 -31.00 689.86 L2211 L2210 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2218 12+30.73 -31.00 690.20 L2212 12209 Sidewalk Cross Slope 8.00 0.06 0.7% 0.5% to 2.0% L2219 12+23.60 -38.05 690.29 L2212 L2211 Sidewalk RunningSlope 10.39 0.18 1.7% 0.5% to 5.0% L2220 12+10.92 -47.80 690.43 L2213 L2212 Sidewalk RunningSlope 5.61 0.10 1.8% 0.5% to 5.0% L2221 12+13.36 -50.98 690.51 L2214 L2213 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2222 12+26.24 -41.07 690.37 L2215 L2241 Sidewalk RunningSlope 3.87 0.03 0.8% 0.5% to 5.0% L2223 12+33.54 -33.84 690.26 L2215 L2214 Ra RunningSlope 6.00 0.42 7.07. 0.5% to 8.3% L2224 12+36.41 -31.00 690.29 L2216 L2217 Sidewalk RunningSlope 8.09 0.08 I.0% 0.5% to 5.0% L2225 12+40.00 -31.00 690.34 L2217 L2218 Ra RunningSlope 4.00 0.32 8.0% 0.5% to 8.3% Yes L2226 12+44.58 -31.00 690.47 L2218 L2224 Landing/TurningSpace 5.69 0.09 1.6% 0.1% to 2.0% Yes L2227 12+56.00 -31.00 690.79 L2218 L2223 Sidewalk Cross Slope 4.00 0.06 1.5% 0.5% to 2.0% L2228 12+56.00 -23.00 690.63 L2218 L2219 Sidewalk RunningSlope 10.02 0.09 0.9% 0.5% to 5.0% L2229 12+44.58 -23.00 690.34 L2219 L2222 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Pro osed sloe is maximum allowed L2230 12+40.00 -23.00 690.22 L2219 L2220 Sidewalk RunningSlope 16.00 0.14 0.9% 0.5% to 5.0% L2231 12+40.00 -17.02 689.82 L2220 L2221 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed slope 1s maximum allowed L2232 12+40.00 -15.92 689.76 L2222 L2221 Sidewalk RunningSlope 16.25 0.14 0.9% 0.5% to 5.0% 7.2233 12+36.00 -17.02 689.76 L2223 L2224 Sidewalk RunningSlope 4.04 0.03 0.7% 0.5% to 5.0% L2234 12+36.00 -23.00 690.16 L2223 L2222 Sidewalk Running Slope 10.27 0.11 1.17. 0.5% to 5.0% L2235 12+30.73 -23.00 690.08 L2224 L2225 Landing/Turning Landing/TurningSpace 3.58 0.05 1.4% 0.1% to 2.0% L2236 12+26.73 -23.00 689.76 L2225 L2226 Sidewalk Running Slope 4.59 0.13 2.8% 0.5% to 5.0% L2237 12+18.64 -23.00 689.73 L2226 L2227 Sidewalk Running Slope 11.41 0.32 2.8% 0.5% to 5.0% L2238 12+12.76 -23.00 689.70 L2228 L2227 Sidewalk Cross Slope 8.00 0.16 2.07. 0.5% to 2.0% Yes Proposed slope 1s maximum allowed 1 12239 1 12+00.88 -23.00 689.59 L2229 L2226 Sidewalk Cross Slope 8.00 0.13 1.6% 0.5% to 2.0% Yes _ L2240 11+87.86 -23.00 689.47 L2229 L2228 Sidewalk Running Slope 11.41 0.29 2.5% 0.5% to 5.07 L2241 11+69.59 -23.00 689.31 L2230 L2225 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% - L2242 11+87.87 -31.00 689.48 L2230 L2229 Sidewalk Running Slope 4.59 0.12 2.6'% 0.5% to 5.0% _ _ L2243 12+00.88 -31.00 689.69 L2231 L2230 Ramp Running Slope 6.00 0.40 6.7% 0.5% to 8.3% L2244 12+12.76 -31.00 689.75 L2232 L2231 Ramp Running Slope 1.10 0.06 5.5% 0.5% to 8.3% L2245 12+36.00 -15.92 689.74 L2232 L2233 Crosswalk Cross Slope - No Yield Condition 4.15 0.00 0.0% 0.0% to 5.0% L2246 12+36.00 0.00 690.04 L2232 L2247 Sidewalk Running Slope 15.93 0.30 1.9% 0.5% to 5.0% _ L2247 12+40.00 0.00 690.06 L2233 L2234 Ra RunningSlope 6.00 0.40 6.7'% 0.5% to 8.3% - _ L2233 7.2231 Ra Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% 7.2234 7.2230 Landing/TurningLanding/Turning Space 4.00 0.06 1.5% 0.1% to 2.07. PROJECT NO. 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -ll -3715(654)-70.52 SHEET M. PRWECT DATE: CHECKED BY: S. SOYtlS AD DATE: 7/25/2012 6:3027 PN DRAWN er: CAO FILE: X:\CR\IE\2009\091023\CAD\Plans\091023-SCI.5ht Foth FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT S.03 PROJECT NO: 091023 CESIONEC BY: S. SOVERS LOWER MKWOO NE ROAD IMPROVEMENTS STP-U-3716J'�I 70"552 �Ei NO. 401 DATE JBYI REVISION OESCRIPTIO4 PROJECT DATE: cNECKEO Br: s. sovERs Foth 11310 A1 S.U•f CAD DATE: 7125/2012 60028 PM DRAVN BY: I SIDEWALK COMPLIANCE PEDESTRIAN RAMP LAYOUT CAO FILE: %:\CR\IE\2009\OgIO23\CAO\Plena\09102150IaBt * Does not Include curb IOWA CITY, 10-16-12 (DStakinq required b Contracting Authority per Article 2511.03 of the Standard Specifications. See S Sheets Staking FOR INFORMATION ONLY: Acceptable Required VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* A Elevation Slope Constructed Range on this Remarks Quadrant? Point Station Offset Elevation FT FT I % Pos. or Neg. I L2235 L2218 Landing/Turning Landing/TurningSpace 8.00 0.12 1.57.. 0.17. to 2.07.. L2235 L2234 Landing/Turning Landing/TurningSpace 5.27 0.08 1.5% 0.1% to 2.07. L2236 L2216 Crosswalk Cross Sloe - Yield Condition 11.38 0.04 0.4% 0.0% to 2.07. L2236 L2217 Ramp Cross Slope 8.00 0.12 1.57. 0.1% to 2.0% L2236 L2235 Ra Ru Ding Slope 4.00 0.32 8.07. 0.5% to 8.3% Yes -� N 12237 12216 Crosswalk Cross Slope -Yield Condition 8.00 0.07 0.9% 0.07. to 2.0% L2237 L2236 Sidewalk Running Slope 8.09 0.03 0.47. 0.5% to 5.07. Drainage Issues were considered _ - L2238 L2244 Crosswalk Cross Sloe - Yield Condition 8.00 0.05 0.6% 0.07. to 2.07. L2238 L2237 Sidewalk Running Slope 5.88 0.03 0.57. 0.57. to 5.07. Drainage issues were considered 12239 L2243 Crosswalk Cross Slope - Yield Condition 8.00 0.10 1.3% 0.0% to 2.0% L2239 L2238 Sidewalk Running Slope 11.88 0.11 0.97. 0.5% to 5.0% P -- L2240 L2242 Crosswalk Cross Sloe - Yield Condition 8.00 0.01 0.1% 0.0% to 2.0% L2240 L2239 Sidewalk Running Slope 13.01 0.12 0.9% 0.57. to 5.0% L2241 L2240 Sidewalk Running Slope 18.27 0.16 0.9% 0.5% to 5.0% _ L2242 L2243 Sidewalk Running Slope 13.01 0.21 1 1.67. 0.51 to 5.0% L2243 L2244 Sidewalk Running Slope 11.88 0.06 0.5% 0.5% to 5.0% Drainage issues were considered - L2244 L2216 Sidewalk Running Slope 5.88 0.05 0.9% 0.5% to 5.0% L2245 L2233 I Sidewalk Running Slope 1.10 0.02 I.8% 0.5% to 5.0% L2245 L2232 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.0% L2245 L2246 Sidewalk RunningSlope 15.93 0.30 1.9% 0.5% to 5.0% L2246 L2247 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.0% L2301 L2246 Sidewalk RunningSlope 16.00 0.30 1.9% 0.5% to 5.0% L2301 12+36.00 15.91 U674 L2301 L2375 Crosswalk Cross Sloe - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.0% L2302 12+36.00 17.51 L2301 L2323 Crosswalk Cross Sloe - No Yield Condition 4.31 0.02 0.5% 0.0% to 5.0% L2303 12+36.00 23.00 L2301 L2302 Sidewalk Runnin Slo a 1.59 0.08 5.0% 0.5% to 5.0% Yes Pro osed sloe Is maximum allowed L2304 12+32.50 23.00 L2302 12303 Ra Runnin Slo a 5.50. 0.44 8.0% 0.5% to 8.3% Yes L2305 12+20.00 23.00 L2303 L2308 Landin /Turnin S ace 4.00 0.08 2.0% 0.1% to 2.0% Yes Pro osed sloe is maximum allowed L2306 12+20.00 27.00 L2303 L2304 Sidewalk Running Slope 3.50 0.04 1.1% 0.5% to 5.07. L2307 12+32.50 27.00 690.38 L2304 L2307 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2308 12+36.00 27.00 690.34 L2304 12305 Sidewalk Running Slope 12.50 0.15 1.27. 0 .5% to 5.0% L2309 12+35.65 29.16 690.39 L2305 L2306 Sidewalk Cross Slope 4.00 0.08 2.07 --- 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2310 12+34.17 31.27 690.44 L2307 L2306 Sidewalk Running Slope 12.50 0.15 1.2% 0.5% to 5.0% L2311 12+18,06 48.87 691.97 L2308 L2307 Sidewalk Running Slope 3.50 0.04 1.1% 0.5% to 5.07. L2312 12+21.01 51.57 691.89 L2308 L2309 Sidewalk Running Slope 2.20 0.05 2.37. 0.5% to 5.07. L2313 12+37.12 33.97 690.38 L2309 L2310 Landing/Turning Landing/TurningSpace 2.61 0.05 1.9% 0.17. to 2.07. Yes L2314 12+43.42 39.74 690.34 L2310 L2311 Ramp Running Slope 23.86 1.53 6.47. 0.5% to 8.3% L2315 12+43.93 40.21 690.36 L2312 L2311 Match Existing Cross Slope 4.00 0.08 1 2.07. Match Existing L231612+46.12 36.79 690.26 L2313 L2312 Ra RunningSlope 23.86 1.51 6.3% 0.5% to 8.3% L2317 12+39.37 30.62 690.33 L2313 L2310 Landing/TurningSpace 4.00 0.06 1.5% O.I% to 2.0% L2318 12+40.00 27.00 690.28 L2314 L2313 Ramp Running Slope 8.54 0.04 0.5% 0.5% to 8.3% Drainage Issues were considered L2319 12+45.49 27.00 690.00 L2314 L2315 Sidewalk Running Slope 0.70 0.02 2.9% 0.5% to 5.O% L2320 12+47.09 27.00 690.02 L2315 L2374 Sidewalk Running Slope 12.50 0.17 1.4% 0.57. to 5.07. L2321 12+45.49 23.00 689.92 L2316L2317 Ramp R Tining Slope 9.14 0.07 0.8% 0.57. to 8.37. L2322 12+40.00 23.00 690.20 L2316 L2314 Ramp Cross Slope 4.00 0.08 2.0% 0.17. to 2.07. Yes Pro osed sloe Is maximum allowed L2323 12+40.00 17.51 689.76 L2316 L2373 Sidewalk RunningSlope 0.70 0.01 1.4% 0.5% to 5.07 L2324 12+98.56 23.00 690.32 L2316 L2315 Crosswalk Cross Slope - Yield Condition 4.06 0.10 2.5% C.0% to 2.0% L2325 13+03.97 23.00 690.75 L2317 L2313 Landing/TurningSpace 4.07 0.05 1.2% 0.1% to 2.0% L2326 13+07.97 23.00 690.81 L2317 L2309 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% 12327 13*11.55 23.00 690.90 L2318 L2308 Match ExistingCross Slope 4.00 0.06 1.5% Match Existing L2328 13+25.71 23.00 690.97 L2318 12317 Sidewalk Running Slope 3.69 0.05 1.4% 0.5% to 5.0% L2329 13+25.71 27.00 691.05 -2319 L2320 Sidewalk RunningSlope 1.59 0.02 1.3% 0.5% to 5.0% L2330 13+11.55 27.00 690.98 L2319 L2318 Ra Runnin Slope 5.50 0.28 5.1% 0.5% to 8.3% L2331 13+07.97 27.00 690.87 L2321 L2363 Sidewalk Running Slope 4.96 0.01 0.2% 0.5% to 5.0% Drainage lna a Issues were considered L2332 13+07.97 29.35 690.91 L2321 L2320 Crosswalk Cross Slope - Yield Condition 4.31 0.10 2.3% 0.0% to 2.0% L2333 13+10.84 32.14 690.97 L2321 L23I9 Ra Cross Slope 4.00 0.08 2.077. 0.1% to 2.07. Yes Proposed sloe Is maximum allowed 12334 13+19.57 40.60 691.58 L2321 L2322 Ramp Running Slope 5.50 0.28 5.1% 0.5% to 8.3% 12335 13+16.79 43.47 691.50 L2322 L2303 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2336 13+08.06 35.01 690.91 -2322 L2318 Landin /Turning Space 4.00 0.08 2.0% 0.1% to 2.07. Yes Pro osed sloe is maximum allowed L2337 13+01.83 41.44 690.60 L2323 L2375 Sidewalk Running Slope 1.59 0.00 0.0% 0.57. to 5.0% Drainage issues were considered L2338 13+01.56 41.71 690.60 L2302 Ra Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% L2339 I2+98.96 38.65 690.54 Ra Runnin Slo a 5.50 0.44 8.0% 0.5% to 8.3% Yes 12340 13+05.18L2325 Ra Runnin Slo a 5.41 0.43 7,9% 0.5% to 8.3% Yes 12341 13+03.97 31.12343 Ra Cross Slo a 4.00 0.06 1.5% 0.1% to 2.0% 12342 13+03.97 27.0 690.61 LL2323 L2344 Crosswalk Cross Slo e - Yield Condition 4.31 0.06 1.4% 0.0% to 2.0% 12343 12+98.56 27.00690.38 [2342 Landin /Turnin S ace 4.00 0.06 1.5% 0.1% to 2.0% 12344 12+96.96 27.00690.38 12326 Land Ing/ TurninSpace 4.00 0.06 1.5% 0.1% to 2.0% 12345 12+62.50 57.19 690.66 PROJECT NO: 091023 CESIONEC BY: S. SOVERS LOWER MKWOO NE ROAD IMPROVEMENTS STP-U-3716J'�I 70"552 �Ei NO. 401 DATE JBYI REVISION OESCRIPTIO4 PROJECT DATE: cNECKEO Br: s. sovERs Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE A1 S.U•f CAD DATE: 7125/2012 60028 PM DRAVN BY: I PEDESTRIAN RAMP LAYOUT CAO FILE: %:\CR\IE\2009\OgIO23\CAO\Plena\09102150IaBt IOWA CITY, PROJECT NO: 091023 DESIGNED BY: S. SOVEBS NO WTE BY REVISION DESCRIPTION STP -U-3115(654--70-52 SHEEJNC PROJECT DATE: CHECKED BY: S. SOVERS �-Foth LOWER RKWOOMUSCAINE ROAD IMPROVEMENTSCND DATE: 7/2872012 6:30:28 N ORAMN BY: FROM KIRKWOOIO AVENUE TO 1ST AVENUE S. CAD PRE: x:NCRNIE\2oo9\09Io23\CAo\Ptws\o9lozs-solsna -- lown arr,iown PEDESTRIAN RAMP LAYOUT 113-10 SIDEWALK COMPLIANCE 10-.0 2 Does not Include curb i Stakin required b Contracting Authority per Article 2511.03 of the Standard Specifications. See 5 Sheets Staking FOR INFORMATION ONLY: Acceptable Required VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* A Elevation Slope Constructed Range on this Remarks Ouadrant7 Point Station Offset Elevation FT FT % Pos. or Neg. t L2326 L2331 Landing/Turning Landing/TurningSpace 4.00 0.06 1.57. 0.17. to 2.07. L2346 12+63.24 57.91 690.60 L2326 L2327 Sidewalk Running Slope 3.58 0.09 2.5% 0.5% to 5.07. 72347 12+72.04 66.43 691.35 L2327 L2330 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.07. Yes Proposed slope is maximum allowed L2348 12+69.30 69.26 691.39 L2327 L2328 Sidewalk Running Slope 14.17 0.07 0.57 0.57. to 5.07. Drainage issues were considered 72349 12+46.17 88.95 692.12 L2328 L2329 Sidewalk Cross Slope 4.00 0.08 2.07. 0.5% to 2.0% Yes Proposed sloe 1s max lmum allowed L2350 12+48.76 91.99 692.20 L2330 L2329 Sidewalk Running Slope 14.17 0.07 0.57. 0.57. to 5.0% Drainaq a Issues were considered L2351 12+72.04 72.18 691.47 72331 72332 Stdevalk Running Slope 2.35 0.04 1.7% 0.5% to 5.0% L2352 12+74.91 69.22 691.41 L2331 L2330 Sidewalk Running Slope 3.58 0.11 3.1% 1 0.5% to 5.07. L2353 12+90.82 84.64 1 691.78 L2332 L2333 Landing/Turning Landing/TurningSpace 4.00 0.06 1 1.5% 1 0.1% to 2.0% L2354 12+93.61 81.77 691.70 L2333 L2334 Sidewalk Running Slope 12.16EO.31 5.0% 0.5% to 5.0% Yes Proposed sIo a is maximum allowed L2355 12+77.69 66.35 691.35 L2335 L2334 Match ExistingCross Slope 4.00 2.0% Match ExistingL2356 12+84.16 59.67 690.61 L2336 L2333 Landing/TurningSpace 4.00 1.5% - 0.1% to 2.0% L2357 12+81.23 56.95 690.56 L2336 L2335 Sidewalk RunningSlope 12.16 4.9% 0.5% to 5.0% Yes L2358 12+74.82 63.56 691.29 L2337 L2338 Sidewalk Runnln Slope 0.38 0.0% 0.5% to 5.0% Dralna a Issues were considered L2359 12+66.01 55.03 690.55 L2337 L2336 Ra Runnln Slope 8.95 3.5% 0.5% to 8.3% L2360 12+82.25 23.00 690.11 L2336 72370 Sidewalk Running Slope 12.50 1.1% 0.5% to 5.0% 72361 12+68.42 23.00 690.04 L2339 L2337 R Cross Slope 4.00 1.5% 0.1% to 2.0% L2362 12+64.29 23.00 690.02 L2339 L2340 Ra RunningSlope 8.95 3.5% 0.5% to 8.3% L2363 12+50.45 23.00 689.93 L2340 L2336 Landin /Turpin Space 4.00 1.5% 0.17. to 2.0% L2364 12+50.45 27.00 690.01 L2340 L2332 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.07. L2365 I2+64.29 27.00 690.09 L2341 72340 Sidewalk Running Slope 1.69 0.05 3.0% 0.5% to 5.0% L2366 12+68.42 27.00 690.12 L2341 L2342 Sidewalk Running Slope 4.05 0.01 1 0.2% 0.57. to 5.07. Drainage Issues were considered L2367 12+82.25 27.00 690.20 L2342 L2331 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2368 12+98.69 38.93 690.53 L2343L2342 Ramp Running Slope 5.41 0.43 7.97. 0.5% to 8.3% Yes L2369 12+89.99 47.91 690.67 L2343 L2344 Sidewalk Running Slope 1.60 0.00 0.07. 0.5% to 5.0% Drainage Issues were considered L2370 12+92.86 50.69 690.74 72346 G2345 Ramp Running Slope 1.13 0.06 5.3% 0.57. to 8.3% L2371 12+65.18 54.26 690.52 L2346 L2347 Ramp R Doing Slope 12.25 0.75 6.17. 0.57. to 8.3% L2372 12+55.85 45.72 690.45 L2347 L2352 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2373 12+46.63 37.26 690.27 L2347 L2348 Sidewalk Running Slope 3.93 0.04 1.0% 0.5% to 5.0% L2374 12+53.16 48.66 690.53 L2348 L2351 Sidewalk Cross Slope 4.00 0.08 2.07. 0.5% to 2.07. Yes Propos d sloe Is maximum allowed L2375 12+40.00 15.91 689.76 L2348 L2349 Sidewalk Running Slope 30.37 0.73 2.4% 0.5% to 5.07. L2349 L2350 Match Existing Cross Slope 4.00 0.08 2.0% Match Existing L2351 L2350 Sidewalk Running Slope 30.37 0.73 2.4% 0.5% to 5.0% L2352 L2351 Sidewalk Running Slope 3.93 0.06 1.57. 0.5% to 5.0% i3 L2352 L2353 Sidewalk Running Slope 22.16 0.37 1.7% 0.57. to 5.0% L2354 L2353 Match Existing Cross Slope 4.00 0.08 2.0% Match Existing- L2355 L2352 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% _ " -- L2355 L2354 Sidewalk Running Slope 22.16 0.35 1.6% 0.5% to 5.0% L2356 L2355 Ramp Running Slope 9.21 0.74 8.0% 0.57. to 8.37. Yes L2356 L2370 Sidewalk Running Slope 12.50 0.13 1.0% 0.57. to 5.077 L2357 L2358 Ramp Running Slope 9.21 0.73 7.9% 0.57. to 8.37. Yes L2357 L2356 Ramp Cross Slope 4.00 0.05 1.37. 0.17. to 2.07. - - L2357 L2369 Sidewalk Running Slope 12.50 0.11 0.9% 0.57. to 5.0% L2358 L2355 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.07. L2358 L2347 Landing/Turning Landing/TurningSpace 4.00 0.06 1.57. 0.1% to 2.0% _ L2359 L2346 Crosswalk Cross Sloe - Yield Condition 4.11 0.05 1.2Z 0.0% to 2.0% L2359 L2346 Ramp Cross Slope 4.00 0.05 1.3% 0.17. to 2.0% - L2359 L2358 Ramp Running Slope 12.25 0.74 6.07. 0.5% to 8.3% L2360 L2324 Sidewalk Running Slope 16.30 0.21 1.3% 0.5% to 5.07. L2360 L2367 Crosswalk Cross Slope - Yield Condition 4.00 0.09 2.3% 0.0% to 2.07. L2361 L2360 Sidewalk Running Slope 13.83 0.07 0.5% 0.5% to 5.07. Drainage issues were considered L2361 L2366 Crosswalk Cross Slope - Yield Condition 4.00 0.08 2.0% 0.0% to 2.0% L2362 L2361 Sidewalk Running Slope 4.13 0.02 0.5% 0.5% to 5.0% L2362 L2365 Crosswalk Cross Slope - Yield Condition 4.00 0.07 1.8% 0.07. to 2.0% L2363 L2362 Sidewalk Running Slope 13.83 0.09 0.7% 0.57. to 5.07. L2363 L2364 Crosswalk Cross Sloe - Yield Condition 4.00 0.08 2.0% 0.0% to 2.0% L2364 L2365 Sidewalk Running Slope 13.83 0.08 0.6% 0.5% to 5.0% L2364 L2320 Sidewalk Running Slope 3.37 0.01 0.3% 0.5% to 5.07. Drainage Issues were considered L2365 L2366 Sidewalk Running Slope 4.13 0.03 0.77. 0.5% to 5.07. L2366 L2367 Sidewalk Running Slope 13.83 0.08 0.6% 0.5% to 5.07. L2367 L2344 Sidewalk Running Slope 14.71 0.18 1.2% 0.57, to 5.07. - -. L2368 L2369 Sidewalk Running Slope 12.50 0.14 1.17. 0.5% to 5.07. _ L2368 L2339 Sidewalk Running Slope 0.38 0.01 2.6% 0.5% to 5.077 L2369 L2370 Crosswalk Cross Slope - Yield Condition 4.00 0.07 1.87. 0.0% to 2.07. L2371 L2345 Crosswalk Cross Slope - Yield Condition 4.00 0.14 3.5% 0.077. to 2.07. - L2371 L2359 Sidewalk Running.7 Slope 1.13 0.03 27. 0.5% to 5.0%- L2372L2374 Crosswalk Cross S102e - Yield Condition 4.00 0.08 2.0% 0.0% to 2.0% L2372 L2371 Sidewalk RunningSlo a 12.65 0.07 0.67. 0.57. to 5.07, PROJECT NO: 091023 DESIGNED BY: S. SOVEBS NO WTE BY REVISION DESCRIPTION STP -U-3115(654--70-52 SHEEJNC PROJECT DATE: CHECKED BY: S. SOVERS �-Foth LOWER RKWOOMUSCAINE ROAD IMPROVEMENTSCND DATE: 7/2872012 6:30:28 N ORAMN BY: FROM KIRKWOOIO AVENUE TO 1ST AVENUE S. CAD PRE: x:NCRNIE\2oo9\09Io23\CAo\Ptws\o9lozs-solsna -- lown arr,iown PEDESTRIAN RAMP LAYOUT ■ Does not include curb (bStaking required b ContractingAuthorityper Article 2511.03 of the Standard Specifications. NO DATE BY IEYISImI OESCRIPLION SIDEWALK COMPLIANCE See S Sheets STP -U-371516541-70-52 SLEET �' PROJECT Dere: CHECKED BY: 5. SOVERS CAD DATE. 7/25/2012 6,30:251 PH DRAWN BY.1�1 113-10 10-16-12 Point to L2373 L2373 Point L2315 L2372 Sidewalk Designation Crosswalk Cross Slope - Yield Condition Sidewalk Running Slope Distance* FT 4.00 12.50 D Elevation FT 0.09 0.18 Slope % 2.3% 1.4% Acceptable Constructed Range I'm or Neg.1 0.0% to 2.07. 0.57. to 5.0'/. Stak Requl red on this Ouadrant7 Remarks _ VALUES Point FOR I USED TO NDETERMINE Statim DESIGNED SLOPES Offset Elevation L2374 L2345 Sidewalk RunninQ Slope 12.65 0.13 1.0% 0.5% to 5.07. L2375 L2247 Sidewalk Running Slope 16.00 0.30 1.9% 0.5% to 5.0% L2401 L2442 Crosswalk Cross Slope - Yield Condition 8.00 0.12 1.5% 0.0% to 2.0% L2401 15+51.80 -31. ! 691.06 L2402 L2401 Sidewalk Running Slope 2.00 0.03 1.5% 0.57. to 5.0% 1 L2402 15+53.81 -31.CW _691.03 L2402 L2416 Ramp Cross Slope 8.00 0.14 1J% 0.17. to 2.0% Yes L2403 15+58.81 _ - 1.00 , _ 69i. 12402 12403 Ra Running Slope 5.00 0.40 8.0% 0.57. to 8.3% Yes 12404 15+58.81 --'74.88'' 69 7.3 L2403 L2408 Landing/Turning Landing/TurningSpace 4.00 0.06 I.5% 0.1% to 2.07. L2405 15+56.30_-54.95 694.i9� L2403 L2415 Landing/TurningSpace 8.00 0.00 0.0% 0.1% to 2.07. Drainage Issues were considered L2406 15+60.27 -55.45:-- 69.2 r L2403 L2404 Sidewalk Running Slope 3.88 0.00 0.0% 0.5% to 5.0% Drainage Issues were considered L2407 15+62.81 1"-35.17 691.51 L2404 L2407 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed slope is maximum allowed L2408 15+62.81 -31.00. 6q ] -.IN L2405 L2404 Sidewalk Running Slope 20.23 0.27 1.3% 0.5% to 5.0% L2409 15+86.81-31.00 : 69 L2405 L2406 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2410 15+86.81 -23.00 692.2 L2406 L2407 Sidewalk Running Slope 20.48 0.27 1.37. 0.57. to 5.07. L2411 15+62.81 -23.00--' 691.49 L2408 L2411 I Landing/TurningLanding/Turning Space 8.00 0.00 0.0% 0.17. to 2.0% Drainage issues were considered L2412 15+62.81 -17.81-- 691.32 L2408 L2409 Sidewalk Running Slope 24.00 0.95 4.0% 0.5% to 5.0% L2413 15+62.81 -16.04 691.32 L24D8 L2407 Sidewalk Running Slope 4.12 0.02 0.5% 0.5% to 5.0% Drainage Issues were considered L2414 15+58.81 -17.81 691.26 L2410 L2409 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed slope is maximum allowed L2415 15+58.81 -23.00 691.43 L2411 L2410 Sidewalk Running Slope 24.00 0.79 3.3% 0.5% to 5.0% L2416 15+53.81 -23.DO 691.17 L2412 L2411 Sidewalk Running Slope 5.19 0.17 3.3% 0.5% to 5.0% L2417 15+70.81 23.00 692.20 L2412 L2413 Sidewalk Running Slope 1.76 0.00 0.0% 0.5% to 5.0% Drainage Issues were considered L2418 15+70.81 27.00 692.28 L2413 L2444 Crosswalk Cross Sloe - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.0% L2419 15+62.81 27.00 692.04 L2413 L2446 Sidewalk Running Slope 16.00 0.35 2.2% 0.5% to 5.0% L2420 15+58.81 27.00 692.02 L2414 L2415 Ranp Running Slope 5.19 0.17 3.3% 0.57. to 8.3% L2421 15+50.81 27.00 692.18 L2414 L2412 Ranp Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% L2422 15+50.81 23.00 692.10 L2414 L2444 Sidewalk Running Slope 1.76 0.08 4.5% 0.5% to 5.0% Yes L2423 15+58.81 23.00 691.94 L2415 L2411 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2424 15+58.81 15.50 691.34 L2416 L2442 Sidewalk Running Slope 2.00 0.01 0.5% 0.5% to 5.0% Drainage issues were considered L2425 15+62.81 15.50 691.36 L2416 L2415 Ramp Running Slope 5.00 0.26 5.2% 0.5% to 8.3% L2426 15+62.81 23.00 691.96 L2417 L2418 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sloe Is maxlmum allowed L2427 14+99.79 -23.00 691.84 L2419 L2418 Sidewalk Running Slope 8.00 0.24 1 3.0% 0.5% to 5.0% L2428 14+99.79 -31.00 692.00 L2420 L2419 Landing/Turning ace 4.00 0.02 1 0.5% 0.1% to 2.07. L2429 15+15.79 -31.00 691.32 L2420 L2421 Sidewalk Running Slope 8.00 0.16 2.0% 0.5% to 5.0% L2430 15+15.79 -35.12 691.30 L2422 L2421 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2431 15+18.35 -55.57 691.16 L2423 L2426 Landing/Turning Landing/Turning Space 4.00 0.02 0.5% 0.17. to 2.0% L2432 15+22.32 -55.08 691.08 L2423 L2420 Landin /T rning Space 4.00 0.08 2.01 0.1% to 2.0% Yes Proposed sloe is max lmum allowed L2433 15+19.79 -34.88 691.24 L2423 L2422 Sidewalk Running Slope 8.00 0.16 2.0% 0.5% to 5.07. L2434 15+19.79 -31.00 691.26 L2424 L2445 Sidewalk Running Slope 15.50 0.31 2.0% 0.5% to 5.0% L2435 15+24.79 -31.00 690.91 L2424 L2423 Ramp Running Slope 7.50 0.60 8.0% 0.5% to 8.3% Yes L2436 15+26.80 -31.00 690.92 L2424 L2425 Ramp Cross Slope 4.00 0.02 0.5% 0.1% to 2.0% L2437 15+24.79 -23.00 691.05 L2425 L2446 Sidewalk Running Slope 15.50 0.31 2.0% 0.57. to 5.07. L2438 15+19.79 -23.00 691.26 L2425 L2426 RarV Running Slope 7.50 0.60 8.0% 0.57. to 8.37. Yes L2439 15+15.79 -23.00 691.32 L2426 124151 Landing/Turning Landing/TurningSpace 4.00 0.08 2.0% 0.17. to 2.07. Yes Proposed sloe is maximum allowed L2440 15+26.80 -23.00 691.06 L2426 L2417 Sidewalk Running Slope 8.00 0.24 1 3.0% 0.5% to 5.0% L2441 15+39.30 -23.00 691.12 L2427 L2428 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed sloe Is max Imam allowed L2442 15+51.80 -23.00 691.18 L2429 L2439 Landin /T ming Space 8.00 0.00 0.0% 0.1% to 2.0% Drainacle Issues were considered L2443 15+39.30 -31.00 690.99 L2429 L2428 Sidewalk Running Slope 16.00 0.68 4.2% 0.57. to 5.0% Yes L2444 15+58.81 -16.04 691.34 L2430 L2429 Sidewalk Running Slop a 4.12 0.02 0.5% 0.5% to 5.0% Drainage Issues were considered L2445 15+58.81 0.00 691.65 L2431 L2430 Sidewalk Running Slope 20.61 0.14 0.7% 0.57. to 5.0% L2446 15+62.81 0.00 691.67 L2432 L2433 Sidewalk Running Slope 20.36 0.16 0.87. 0.57. to 5.0% L2432 L2431 Match Existing Cross Slope 4.00 0.08 2.0% Match Existing L2433 L2434 Sidewalk Running Slope 3.88 0.02 0.5% 0.5% to 5.0% Drainage Issues were considered L2433 L2430 Sidewalk Cross Slope 4.00 0.06 1.5% 0.5% to 2.0% L2434 L2438 Landing/Turning Landing/TurningSpace 8.00 0.00 0.0% 0.17. to 2.077. Drainage Issues were considered L2434 L2429 Landing/Turning Space 4.00 0.06 1.5% 0.177. to 2.077. L2435 L2436 Sidewalk Running Slope 2.00 0.01 1 0.5% 0.577. to 5.0% Drainage Issues were considered L2435 L2437 Ramp Cross Slope 8.00 0.14 1.7% 0.1% to 2.0% Yes L2435 L2434 Ramp Running SI a 5.00 0.35 7.0% 0.5% to 8.3% L2436 L2443 Sidewalk Running Slope 12.50 0.07 0.67. 0.5% to 5.0% L2436 L2437 L2437 L2438 L2439 L2440 L2440 L2440 12438 L2439 L2427 L2441 Crosswalk Cross Slope - Yield Condition Sidewalk Running Slope Ra Running Slope Landing/Turning Landing/TurningSpace Sidewalk Running Slope Sidewalk Running Slope 8.00 2.00 5.00 1 4.00 1 16.00 1 12.50 0.14 0.01 0.21 0.06 0.52 0.06 1.7% 0.5% 4.2% 1.5% 3.2% 0.5% 0.0% 0.5% 0.5% 0.1% 1 0.5% 1 0.5% to to to to to to 2.0% 5.0% 8.3% 2.0% 5.0% 5.0% Drainage Drainage Issues Issues were considered - were considered PROJECT NOT 091023 C.ClN BY: S. SOVERS NO DATE BY IEYISImI OESCRIPLION STP -U-371516541-70-52 SLEET �' PROJECT Dere: CHECKED BY: 5. SOVERS CAD DATE. 7/25/2012 6,30:251 PH DRAWN BY.1�1 Fot LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE S.U6 CAD PLLEr xACRVE\2009\091023\CAO\Plem\091023-501.x< IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT • Does r i Staklnq include curb required by Contracting Authority r Article 2511.03 of the Standard Specifications. NC BATE BY REVISION DESCRIPTIeI Foth SIDEWALK COMPLIANCE See S Sheets STP -U-3715(654)--70-52 'MEET W. 5�D7 N3-10 10-16-12 Point to Point Sidewalk Designation Distance* FT D Elevation FT Slope % Acceptable Constructed Range Pos. or Neg. Required on this Ouadrant7 i Remarks VALUES Point USED T O DETERMINE Station DES16NE0 SLOPES Offset Elevation L2441 L2442 Sidewalk Running Slope 12.50 0.06 0.5% 0.5% to 5.07. Drainage issues were considered L2443 L2401 Sidewalk Running Slope 12.50 0.07 0.6% 0.5% to 5.0% L2443 L2441 Crosswalk Cross Sloe - Yield Condition 8.00 0.13 1.6% 0.0% to 2.0% L2444 L2445 Sidewalk Running Slope 16.00 0.31 1 1.9% 0.5% to 5.0% L2445 L2446 Crosswalk Cross Sloe - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.0% N L2501 L2502 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed slope is max lmum allowed L2501 16+95.50 _ 23. 6 , L2503 L2502 Sidewalk Running Slope 16.00 0.32 2.0% 0.5% to 5.0% L2502 16+95.50 -31.0 692 $1 L2504 L2503 Landing/Turning Landing/TurningSpace 4.00 0.02 0.5% 0.1% to 2.0% L2503 16+79.50_ 6q�.66 L2504 L2505 Sidewalk RunningSlope 16.00 0.16 1.077. 0.5% to 5.0% L2504 16+75.50 _ _..-31.00- _-_31.007 6W2..G4 L2506 L2505 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Pro osed sloe is maximum allowed L2505 16+59.50 _- dI.00J 6 '.80 L2507 L2576 Landing/TurningSpace 4.00 0.02 0.5% 0.1% to 2.0% L2506 16+59.50 =23.00 6 - L2507 L2504 Landing/Turning ace 8.00 0.12 1.57. 0.1% to 2.09. L2507 16+75.50 - 3. - 69@. L2507 L2506 Sidewalk Running Slope 16.00 0.12 0.8% 0.5% to 5.0% L2508 16+74.50 75.50`" 69 7.JZ L2509 L2507 Ramp Running Slope 7.50 0.60 8.0% 0.5% to 8.3% Yes L2509 16-75.50.--15.50 3 691.92 L2509 L2575 Ra Cross Slope 4.00 0.08 2.0% 0.1% to 2.0% Yes Proposed sloe Is maximum allowed L2510 16+75.50 - - 0.00692.33 L2509 L2510 Sidewalk Running Slope 15.50 0.41 2.6% 0.5% to 5.0% L2511 16+75.50 15.57-. 691.93 L2511 L2510 Sidewalk Running Slope 15.56 0.40 2.6% 0.5% to 5.0% L2512 16+75.50 16.50 691.95 L2511 L2512 Sidewalk Running Slope 0.94 0.02 2.1% 0.5% to 5.0% L2513 16+75.50 26.00 692.71 L2511 L2573 Crosswalk Cross Slope - No Yield Condition 4.00 0.01 0.3% 0.0% to 5.0% L2514 16+66.63 26.00 692.80 1.2512 L2513 Ramp Running Slope 9.50 0.76 8.07. 0.5% to 8.37. Yes L2515 16+66.43 30.00 692.88 L2512 L2572 Ramp Cross Slope 4.00 0.02 0.5% 0.1% to 2.0% L2516 16+75.50 30.00 692.77 L2513 L2516 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.17. to 2.07. L2517 16+74.71 32.05 692.86 L2513 L2514 Sidewalk Running Slope 8.87 0.09 1.0% 0.5% to 5.0% L2518 16+69.32 I 37.96 693.19 L2514 L2515 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2519 16+72.27 40.66 693.11 L2516 L2515 Sidewalk Running Slope 8.87 0.11 1.2% 0.5% to 5.0% L2520 16+77.67 34.75 692.80 L2516 L2517 Sidewalk Running Slope 2.22 0.09 1 4.1% 0.5% to 5.0% Yes L2521 16+79.50 30.00 692.71 L2517 L2518 Sidewalk Running Slope 8.00 0.33 1 4.1% 0.5% to 5.0% Yes L2522 16+88.41 30.00 692.13 L2519 L2518 Sidewalk Cross Slope 4.00 0.08 1 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2523 16+89.09 30.00 692.12 L2520 L2517 Sidewalk Cross Slope 4.00 0.06 1 1.5% 0.5% to 2.0% L2524 16+89.10 30.70 692.12 L2520 L2519 Sidewalk Running Slop a 8.00 0.31 1 3.9% 0.5% to 5.0% L2525 16+92.29 33.24 692.18 L2521 L2516 Landing/Turning Landing/TurningSpace 4.00 0.06 1 1.5% 0.1% to 2.0% L2526 17+01.88 40.87 692.30 L2521 L2520 Sidewalk Running Slope 5.21 0.09 1.7% 1 0.5% to 5.0% L2527 17+02.09 41.04 692.30 L2522 L2521 Ramp Running Slope 8.91 0.58 6.5% 0.5% to 8.3% L2528 17+11.68 48.68 692.36 L2523 L2522 Sidewalk Running Slope 0.68 0.01 1.5% 0.5% to 5.0% L2529 17+11.78 48.75 692.37 L2523 L2568 Sidewalk Running Slope 9.46 0.06 0.6% 0.5% to 5.0% L2530 17+12.48 49.42 692.39 L2524 L2525 Sidewalk Running Slope 4.07 0.06 1.5% 0.5% to 5.0% L2531 17+18.53 55.26 693.D6 L2525 L2526 Sidewalk Running Slope 12.26 0.12 1.0% 0.5% to 5.0% L2532 17+13.06 61.25 693.17 L2526 L2528 Sidewalk Running Slope 12.53 0.06 0.5% 0.5% to 5.0% Drainage Issues were considered L2533 I7+16.01 63.94 693.25 L2528 L2564 Crosswalk Cross Sloe - Yield Condition 4.00 0.02 0.5% 0.07. to 2.0% L2534 17+21.41 58.04 693.12 L2529 L2530 Sidewalk Running Slope 0.97 0.02 2.17. 0.57. to 5.0% L2535 17+27.17 63.59 693.51 L2530 L2563 Rang Cross Slope 4.00 0.03 0.7% 0.17. to 2.0% L2536 17+30.05 66.37 693.71 L2530 L2531 Ramp Running Slope 8.30 0.67 8.1% 0.5% to 8.3% Yes L2537 17+32.82 63.49 693.63 L2531 L2534 Landing/Turning Landing/TurningSpace 4.00 0.06 1 1.5% 0.17. to 2.0% L2538 17+29.94 60.71 693.44 L2531 L2532 Sidewalk Running Slope 8.11 0.11 1 1.4% 0.57. to 5.0% L2539 17+24.11 55.08 693.06 L2532 L2533 I Sidewalk Cross Slope 4.00 0.08 1 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2540 17+29.78 48.87 692.60 L2534 L2533 Sidewalk Running Slope 8.11 0.13 1 1.6% 0.5% to 5.07. L2541 17+30.44 48.16 692.59 L2534 L2535 Sidewalk Running Slope 8.11 0.39 4.8% 0.5% to 5.07. Yes L2542 17+40.31 41.13 692.66 L2535 L2536 Sidewalk Running Slop a 4.00 0.20 5.0% 0.5% to 5.0% Yes Proposed slope is maxlmum allowed L2543 17+40.90 40.71 692.66 L2537 L2536 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed slope is maximum allowed L2544 17+50.61 33.70 692.53 L2538 L2535 Sidewalk Cross Slope 4.00 0.07 1.7% 0.57. to 2.0% Yes L2545 17+54.92 30.60 692.64 L2538 L2537 Sidewalk Running Slope 4.00 0.19 4.7% 0.5% to 5.0% Yes L2546 17+54.93 30.00 692.64 L2539 L2534 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2547 17+55.61 30.00 692.65 L2539 L2538 Sidewalk RunningSlope 8.11 0.38 4.7% 0.5% to 5.0% Yes L2548 17+62.11 30.00 693.17 L2540 L2539 Ra RunningSlope 8.30 0.46 5.5% 0.5% to 8.3% L2549 17+66.11 30.00 693.23 L2541 L2540 Sidewalk Running Slope 0.47 0.01 1.0% 0.5% to 5.0% L2550 17+80.00 30.00 693.40 L2541 L2543 Sidewalk Running Slope 12.81 0.07 0.5% 0.5% to 5.0% Drainage issues were considered L2551 17+80.00 26.00 693.32 L2544 L2543 Sidewalk Running Slope 11.98 0.13 1.1% 0.57. to 5.0% L2552 17+66.11 26.00 693.17 L2544 L2545 Sidewalk Running Slope 5.31 0.11 2.1% 0.5% to 5.0% L2553 17+62.11 26.00 693.11 L2546 L2547 Sidewalk Running Slope 0.68 0.01 1.5% 0.5% to 5.0% L2554 17+55.61 26.00 692.59 L2547 L2548 Ramp Running Slope 6.50 0.52 8.07. 0.5% to 8.37. Yes L2555 17+56.01 24.88 693.08 L2548 L2549 L2551 L2552 L2552 L2553 L2549 L2550 L2550 L2549 L2551Sidewalk 7.2552 Landing/Turning Landing/TurningSpace Sidewalk Running Slope Sidewalk Cross Slope Landing/Turning Landing/TurningSpace Running Slope13.89 Landing/TurningSpace 4.00 13.89 4.00 4.00 4.00 0.06 0.17 0.08 0.06 0.15 0.06 1.5% 1.27. 2.0% 1.5% 1.12 1.5% 0.1% 0.57. 0.5% 0.1% 0.5% 0.1% to to to to to to 2.0% 5.0% 2.0% 2.0% 5.0% 2.07 Yes _ Proposed slope is maximum allowed _ _ L2556 L2557 L2558 L2559 L2560 L2561 17+03.69 17+48.27 17+38.56 17+37.97 17+28.26 17+26.-.3 29.98 30.46 37.47 37.89 44.90 46.18 692.21 692.44 692.58 692.59 692.54 1 692.54 MJECT Noy 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 7/25/2012 6:.93o:29 PM DRAVN Br: NC BATE BY REVISION DESCRIPTIeI Foth LOWER RKWOOMUSCAINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE STP -U-3715(654)--70-52 'MEET W. 5�D7 CAO FILE: K:\M\1E\2W \091023\CAD\Plxm\091@3-301.Mt IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT + Does not Include (DStaking required bbyContracting Authority r Article 2511.03 of the Standard Specifications. IINOIDATE I BY I REVISION DESCRIPTIONSTP•U-371518541-7052 SIDEWALK COMPLIANCE See S Sheets LOWER MUSCATINE ROAD IMPROVEMENTS 113.10 LT:.16-12 Point to Point Sidewalk Designation Distance+ FT p Elevation FT Slope p % Acceptable Constructed Range Pos. or Neg. Staking Required on this Ouadrant7 I Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation L2553 L2548 Land Incl/ Turnln Space 4.00 0.06 1.5% 0.1% to 2.07. CAO FILE, K,\CR\[E\2009\091023\C4VI.\091023901ewt L2562 17+21.23 52.31 693.00 L2554L2553 Ramp Running Slope 6.50 0.52 8.0% 0.5% to 8.3% Yes L2563 17+15.25 46.54 692.42 L2554 L2547 Ra Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% 12564 17+14.17 45.55 692.38 L2554 L2583 Sidewalk Running Slope 0.68 0.00 0.0% 0.5% to 5.07. Drainage Issues were considered [2565 17+04.58 37.91 692.29 L2556 L2587 Sidewalk Running Slope 8.08 0.04 0.5% 0.5% to 5.0% Drainage Issues were considered L2566 17+04.37 37.74 692.29 L2557 L2559 I Sidewalk Running Slope 12.70 0.15 1.27. 0.5% to 5.O% L2567 16+94.78 30.11 692.17 L2557 L2544 Crosswalk Cross Slope - Yield Condition 4.00 0.09 1 2.2% 0.0% to 2.0% L2568 16+98.55 29.98 692.18 L2557 L2583 Sidewalk Running Slope 8.02 0.15 1.9% 0.5% to 5.0% 12569 16+87.91 24.64 692.07 L2559 L2542 Crosswalk Cross Slope - Yield Condition 4.00 0.07 1.7% 0.0% to 2.0% L2570 16+88.40 25.98 692.10 L2560 L2561 Sidewalk Running Slope 2.04 0.00 0.0% 0.5% to 5.0% Drainage issues were considered L2571 16+79.50 26.00 692.65 L2560 L2541 Crosswalk Cross Sloe - Yield Condition 4.00 0.05 1.3% 0.0% to 2.0% L2572 16+79.50 16.51 691.97 L2560 1-2559 Sidewalk Running Slope 11.98 0.05 0.4% 0.57. to 5.0% Drainage issues were considered L2573 16+79.50 15.57 691.94 L2561 L2562 Ramp Running Slope 8.30 0.46 5.5% 0.57. to 8.3% L2574 16+79.50 0.00 692.31 L2561 L2540 R Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% L2575 16+79.50 -15.50 692.00 L2562 L2539 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2576 16+79.50 -23.00 692.54 L2562 L2531 Landing/Turning ace 4.00 0.06 1.57.. 0.1% to 2.0% L2577 16+98.55 25.98 692.15 L2563 L2562 R Running Slope 8.30 0.58 7.0% 0.5% to 8.3% L2578 17+03.69 25.98 692.17 L2564 L2563 Sidewalk Running Slope 1.50 0.04 2.7% 0.57. to 5.0% 12579 17+11.77 25.98 692.20 L2565 L2527 Crosswalk Cross Slope - Yield Condition 4.00 0.01 O.R. 0.07. to 2.07. L2580 17+25.63 25.98 692.31 L2565 L2564 Sidewalk Running Slope 12.26 0.09 0.7% 0.5% to 5.07. L2581 17+29.77 25.98 692.33 L2567 L2525 Crosswalk Cross Slope - Yield Condition 4.00 0.01 0.2% 0.0% to 2.0% L2582 17+43.63 25.98 692.36 L2567 L2565 Sidewalk Running Slope 12.53 0.12 1.0% 0.5% to 5.0% L2583 17+54.93 25.98 692.59 L2568 L2556 Sidewalk Running Slope 5.14 0.03 0.67. 0.57. to 5.07. L2584 17+43.63 29.98 692.43 L2569 L2567 Sidewalk Running Slope 8.78 0.10 1.1% 0.57. to 5.0% L2585 17+29.77 29.98 692.39 L2570 L2571 Ramp Running Slope 8.91 0.55 6.2% 0.5% to 8.3% L2586 17+25.63 29.98 692.36 L2570 L2522 Ramp Cross Slope 4.00 0.03 0.7% 0.1% to 2.O% L2587 17+11.77 29.98 692.25 L2570 L2577 Sidewalk Running Slope 10.15 0.05 1 0.5% 0.57. to 5.0% Drainage issues were considered L2588 16+80.50 -15.50 692.45 L2571 L2521 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2571 L2513 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2572 L2571 Ramp Running Slope 9.50 0.68 7.27. 0.5% to 8.3% L2573 L2574 Sidewalk Running Slope 15.56 0.37 2.47. 0.5% to 5.0% L2573 L2572 Sidewalk Running Slope 0.94 0.03 3.2% 0.5% to 5.0% L2574 L2510 Crosswalk Cross Sloe - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.07. ry L2575 L2576 Ramp Running Slope 7.50 0.54 7.2% 0.5% to 8.3% - L2575 L2574 Sidewalk Running Slope 15.50 0.31 2.0% 0.5% to 5.07.. L2576 L2503 Landing/Turning ace 8.00 0.12 1.5% 0.17. to 2.07. -' C3 L2576 L2501 I Sidewalk Running Slope 16.00 0.28 1.8% 0.5% to 5.0% ' - L2577 L2568 Crosswalk Cross Slope - Yield Condition 4.00 0.03 0.7% 0.07. to 2.07. = - L2577 L2578 Sidewalk Running Slope 5.14 0.02 0.4% 0.5% to 5.0% Drainage Issues were considered L2578 L2556 Crosswalk Cross Slope - Yield Condition 4.00 0.04 1.0% 0.0% to 2.0% L2578 L2579 Sidewalk Running Slop a 8.08 0.03 0.47. 0.5% to 5.0% Drainage issues were considered 'r L2579 L2587 Crosswalk Cross Slope - Yield Condition 4.00 0.05 1.2% 0.0% to 2.0% L2579 L2580 Sidewalk Running Slope 13.86 0.11 0.8'1 0.5% to 5.0% L2580 L2586 Crosswalk Cross Slope - Yield Condition 4.00 0.05 1.3% 0.0% to 2.0% . L2580 L2581 Sidewalk Running Slope 4.15 0.02 0.5% 0.57. to 5.0% Drainage issues were considered _ L2581 L2585 Crosswalk Cross Slope - Yield Condltlw 4.00 0.06 1.5% 0.0% to 2.0% L2581 L2582 Sidewalk Running Slope 13.86 0.03 0.2% 0.5% to 5.0% Drainage Issues were considered L2582 L2584 Crosswalk Cross Slope - Yield Condition 4.00 0.07 1.7% 0.0% to 2.0% L2582 L2583 Sidewalk Running Slope 11.30 0.23 2.0% 0.5% to 5.0% L2583 L2546 Crosswalk Cross Slope - Yield Condition 4.00 0.05 1.2% 0.0% to 2.0% L2584 L2546 Sidewalk Running Slope 11.30 0.21 1.9% 0.5% to 5.0% L2585 L2584 Sidewalk Running Slope 13.86 0.04 0.3% 0.5% to 5.0% Drainage Issues were considered L2586 L2585 Sidewalk Running Slope 4.15 0.03 0.7% 0.5% to 5.0% L2587 L2586 Sidewalk Running Slope 13.86 0.11 0.87. 0.5% to 5.07. L2601 L2602 Ramp Running Slope 6.36 0.51 8.0% 0.5% to 8.3% Yes L2601 18+92.22 -28.00 693.14 L2601 L2612 Ramp Cross Slope 8.00 0.12 1.5% 0.1% to 2.0% L2602 18+85.86 -28.00 693.65 L2601 L2625 Sidewalk Running Slope 7.10 0.D2 0.3% 0.5% to 5.0% Drainage Issues were considered L2603 18+81.86 -28.00 693.71 L2602 L2611 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L2604 18+74.37 -28.00 693.64 L2602 L2603 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5'1 0.1% to 2.077. L2605 18+74.37 -36.00 693.80 L2603 L2606 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L2606 18+81.86 -36.00 693.83 L2604 L2604 L2605 L2606 L2607 L2609 L2603 L2605 L2606 L2607 L2608 L2608 Sidewalk Running Slope Sidewalk Cross Slope Sidewalk Running Slope Sidewalk RunningSlope9.50 Sidewalk Running Slope Sidewalk Cross Slope 7.50 8.00 7.50 6.50 4.00 0.07 0.16 0.03 0.39 0.26 0.08 0.97. 2.0% 0.47. 4.1% 4.0% 2.0% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% t0 to to to to to 5.0% 2.07. 5.0% 5.0% 5.0% 2.0% Yes Yes I Yes Proposed Drainage I Proposed _ sloe Is maximum allowed - Issues were considered slope is maximum allowed L2607 L2608 L2609 L2610 L2611 I L2612 1 18+81.87 18+81.87 18+85.87 18+85.87 18+85.86 18+92.22 -45.49 -52.00 -52.00 -45.49 -36.00 -36.00 694.22 694.48 694.40 691.15 693.77 693.26 PROJECT W. 891023 OES[ONED BY, S. SOVERS IINOIDATE I BY I REVISION DESCRIPTIONSTP•U-371518541-7052 LOWER MUSCATINE ROAD IMPROVEMENTS SHEET N0. PROJECT PATE, CHECKED BY, s. sOVERS PM BY, Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE S.08 CAD DATE, 7/25/2012 6,30,30 DRAWN PEDESTRIAN RAMP LAYOUT CAO FILE, K,\CR\[E\2009\091023\C4VI.\091023901ewt L I I IIOWA CITY, IOWA ITDoes not Include curb i Stakln required b ContractingAuthorityr Article 2511.03 of the Standard Specifications. NO DATE BY REVISION DESCRIPTION SIDEWALK COMPLIANCE See S Sheets STP -U-3715(654--70-52 113 -10 10-16--11 2 Point to Point Sidewalk Designation Distance* FT A Elevation FT Slope % Acceptable Constructed Range Pos. or Neg. Staking Required on this Ouad ant? i Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation L2610 L2610 L2611 L2611 L2607 L2609 L2606 L2610 Sidewalk Cross Slope Sidewalk Running Slope Landing/Turning Landing/TurningSpace Sidewalk Running Slope 4.00 6.50 4.00 9.50 0.07 0.25 0.06 0.38 1.8% 3.87 1.57 4.0% 0.57. 0.5% 0.1% 0.57. to to to to 2.0% 5.0% 2.0% 5.0% Yes L2613 L2614 L2615 1 L2616 18+97.49 19+29.49 19+34.77 19+40.77 -36.00 -36.00 -36.00 -36.00 693.30 693.61 693.69 694.17 L2612 L2611 Ramp Running Slope 6.36 0.51 8.0% 0.57. to 8.3% Yes L2617 19+48.77 -36.00 694.33 L2612 L2613 I Sidewalk Running Slope 5.27 0.04 0.87. 0.57. to 5.0% L2618 19+64.77 -36.00 694.70 L2614 L2615 L2616 L2615 L2616 L2617 Sidewalk Running Slope Ra RunningSlope Landing/Turning Landing/TurningSpace 5.27 6.00 8.00 0.08 0.48 0.16 1.5% 8.0% 2.0% 0.57. 0.5% 0.1% to to to 5.0% 8.3% 2.0% Yes Yes Proposed slope is maximum allowed L2619 L2620 L2621 19+64.77 19+48.77 19+40.77 -28.� -28.00 -28.00 694.54 694.21 694.09 L2617 L2618 Sidewalk Running Slope 16.00 0.37 2.3% 0.5% to 5.0% L2622 19+34.77 -28.00 693.61 L2619 L2620 L2620 L2621 L2618 L2617 L2619 L2616 Sidewalk Cross Slope Landing/Turning Landing/TurningSpace Sidewalk Running Slope Landing/Turning Landing/TurningSpace 8.00 8.00 16.00 8.00 0.16 0.12 0.33 0.08 2.0% 1.5% 2.1% 1.0% 0.5% 0.1% 0.5% 0.1% to to to to 2.07. 2.07. 5.0% 2.07. Yes Proposed sloe Is maximum allowed L2623 L2624 L2625 L2626 19+24.36 19+11.85 18+99.32 18+99.32 -27.99 -28.00 1 -28.00 -36.00 693.42 693.34 693.16 693.27 L2621 L2620 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L2627 19+11.86 -36.00 693.50 L2622 L2615 Ramp Cross Slope 8.00 0.08 1.0% 0.1% to 2.0% L2628 19+24.36 -35.99 693.52 L2622 L2621 Raw Running Slope 6.00 0.48 8.0% 0.5% to 8.3% Yes L2623 L2628 Crosswalk Cross Slope - Yield Condition 8.00 0.10 1.3% 0.07. to 2.0% L2623 L2622 Sidewalk Running Slope 10.41 0.19 1.8% 0.57. to 5.0% rs L2624 L2627 Crosswalk Cross Sloe - Yield Condition 8.00 0.16 2.0% 0.07. to 2.07. L2624 L2623 Sidewalk Running Slope 12.50 0.08 0.6% 0.5% to 5.07. L2625 L2626 Crosswalk Cross Slope - Yield Condition 8.00 0.11 1.47. 0.0% to 2.0% - 3 "ri L2625 L2624 Sidewalk Running Slope 12.54 0.18 1.47. 0.5% to 5.0% L2626 L2613 Sidewalk Running Slope 1.83 0.03 1.67.. 0.5% to 5.0% L2626 L2627 Sidewalk Running Slope 12.54 0.23 1.87. 0.5% to 5.0% L2627 L2628 Sidewalk Running Slope 12.50 0.02 0.2% 0.5% to 5.0% Drainage issues were considered - L2628 L2614 Sidewalk Running Slope 5.14 0.09 1 1.8% 0.5% to 5.0% _ _- ry. . L2701 L2761 Crosswalk Cross Slope - Yield Condition 8.00 0.01 0.1% 0.0% to 2.0% L2701 21+42.22 -36.00 695.51 L2701 L2702 Sidewalk Running Slope 5.27 0.10 1.97. 0.57. to 5.0% L2702 21+47.50 -36.00-, 695.61 L2702 L2703 Raw Running Slope 8.50 0.57 6.7% 0.57. to 8.3% L2703 21+56.01 -36.00 696.18 L2703 L2704 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L2704 21+64.01 -36.00 696.30 L2704 12705 Sidewalk Running Slope 16.00 0.34 2.1% 0.5% to 5.0%L2705 21+80.01 -36.00 696.64 L2706 L2705 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed slope 1s maximum allowed 12706 21+80.01 -28.00 696.48 L2707 L2704 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.17. to 2.0% 12707 21+64.01 -28.00 696.18 L2707 L2706 Sidewalk RunningSlope 16.00 0.30 1.9% 0.5% to 5.0% L2708 21+64.00 -22.30 695.73 L2708 L2707 Raw Runnino Slope 5.69 0.45 7.9% 0.57. to 8.3% Yes L2709 21+64.00 -20.54 695.69 L2709 L2708 Sidewalk Running Slope 1.76 0.04 2.37. 0.5% to 5.0% L2710 21+56.00 -22.31 695.64 L2709 L2772 Sidewalk Running Slope 20.50 0.42 2.0% 0.5% to 5.0% L2711 21+56.01 -28.00 696.06 L2710 L2711 Ramp Running Slope 5.69 0.42 7.4% 0.5% to 8.3% Yes L2712 21+47.50 -28.00 695.57 L2710 L2708 Ramp Cross Slope 8.00 0.09 1.1% 0.1% to 2.0% L2713 20+93.23 -27.99 694.98 L2710 L2769 Sidewalk Running Slope 1.76 0.03 1.7% 0.5% to 5.0% L2714 20+86.28 -28.00 695.30 L2711 L2703 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L2715 20+86.27 -23.0V694.96 95 L2711 12707 Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L2716 20+82.27 -21.493 L2712 L2702 Ra Cross Slope 8.00 0.04 0.5% 0.1% to 2.0% L2717 20+82.27 -23.0%L2712 L2711 Ra Runnin Slo a 8.50 0.49 5.8% 0.5% to 8.3% L2718 20+82.28 -28.036L2713 L2714 Ra Runnin Slo a 6.94 0.32 4.6% 0.5% to 8.3% L2719 20+66.28 -28.060L2713 L2723 Ra Cross Slo a 8.00 0.12 1.5% 0.1% to 2.0% L2720 20+66.28 -36.076L2713 L2763 Sidewalk Runnin Slo a 5.28 0.12 2.3% 0.5% to 5.0% L2721 20+82.28 -36.048L2714 L271 Landin /Turnin S ace 4.00 0.06 1.5% 0.1% to 2.0% L2722 20+86.28 -36.042L2714 L2722 Landin /Turnin S ace 8.00 0.12 1.5% 0.1% to 2.0% L2723 20+93.23 -36.010L2715 L2714 Ra Runnin Slo a 5.00 0.35 7.0% 0.5% to 8.3% L2724 20+98.51 -36.002L2715 L2717 Ra Cross Slo 4.00 0.01 0.2% 0.1% to 2.0% L2725 21+51.79 29.70.89 L2715 L2765 Sidewalk RunningSlope 1.53 0.04 2.6% 0.5% to 5.0% L2726 21+56.00 29.70 696.14 L2716 L2717 Sidewalk Running Slope 1.53 0.03 2.0% 0.5% to 5.0% L2727 21+56.00 26.07 695.85 L2716 L2716 L2765 L2768 I Crosswalk Cross Slope Sidewalk RunningSlope - No Yield Condition 4.00 21.50 0.06 1 0.45 1.5% 2.1% 0.0% 0.5% to to 5.0% 5.0'/. L2728 12729 21+64.00 21+64.00 22.02 26.07 L2717 L2718 Ra RunningSlope 5.00 0.40 8.0% 0.5% to 8.3% Yes L2730 21+64.00 29.70 L2718 L2721 Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% 12731 21+75.00 28.00 L2718 L2719 L2721 L2722 L2723 L2724 L2724 12724 L2719 12720 L2720 L2721 L2722 L2723 12763 L2764 Sidewalk RunningSlope Sidewalk Cross Slope Sidewalk RunningSlope Landin /TurningSpace Ra Runnin Slo a Sidewalk RunningSlope5.28 Crosswalk Cross Slope Sidewalk Runnin Slo a - Yield Condition 16.00 8.00 16.00 4.00 6.94 8.00 26.36 0.24 0.16 0.28 0.06 0.32 0.08 0.08 0.47 1.5% 2.0% 1.7% 1.5% 4.6% 1.5% 1.D% .8% 0.5% 0.5% 0.5% 0.1% 0.5% 0.5% 0.0% 0.5% to to to to to to to to 5.0% 2.O% 5.0% 2.0% 8.3% 5.0% 2.0% 5.07 Yes Propos d sloe Is maximum allowed L2732 12733 L2734 L2735 12736 _ _ L2737 L2738 L2739 I 21+82.91 21+82.91 21+75.31 21+64.00 21+64.00 21+64.37 21+56.41 21+56.00 28.00 32.00 32.00 33.70 47.13 54A6 55.72 1 47.13 F6q7O4 696.88 1 6%.62 PROJECT N0: 091023 OESILVED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTSCAD STP -U-3715(654--70-52 PROJECT DATE: CHECKED BY. S. SDVERS Fot h FROM KIRKWOOD AVENUE TO 1ST AVENUE I S. JO9 DATE: 7/25/2012 6,30.31 PM IRAvx ax: PEDESTRIAN RAMP LAYOUT CAD FILE: x:\CR\IE\2009\091023\CA V1.\091023-S01.axt IOWA CITY, + Does not include curb (DStaking required by Contracting Authority r Article 2511.03 of the Standard Specifications. IWI DATE 1 BY I REVISION DESCRIPTION SIDEWALK COMPLIANCE See S Sheets LOWER MUSCATINE ROAD IMPROVEMENTS 113-10 10-16-12 Point to Point Sidewalk Designation Distance• FT A Elevation FT Slope p % Acceptable Constructed Range Pos. or Neg. to tng Requl re0 on this Ouadrant7 i PEDESTRIAN RAMP LAYOUT Remarks VALUES Point FOR INFORMATION USED TO DETERMINE Statlan ONLY: DESIGNED Offset SLOPES Elevation L2725 L2726 Ramp Running Slope 4.21 0.25 5.9% 0.57. to 8.37. L2740 21+56.00 33.70 696.20 L2725 L2741 Raw Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% L2741 21+51.79 33.70 695.95 L2726 L2740 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.17. to 2.0% L2742 21+48.56 33.70 695.93 L2726 L2730 Landing/Turning Landing/TurningSpace 8.00 O.DO 0.0% 0.1% to 2.0% Drainage issues were considered L2743 20+93.59 29.70 695.19 L2727 L2726 Raw Running Slope 3.63 0.29 8.0% 0.5% to 8.3% Yes L2744 20+86.27 29.70 695.48 L2727 L2729 I Raw Cross Slope 8.00 0.00 0.0% 0.1% to 2.0% Drainage Issues were considered L2745 20+86.27 24.54 695.07 L2728 L2772 Sidewalk RunningSlope 22.00 0.34 1.5% 0.5% to 5.0% L2746 20+82.27 22.74 695.01 L2728 L2729 Sidewalk RunningSlope 4.06 0.08 2.07. 0.57. to 5.077. L2747 20+82.27 24.54 695.07 1-2729 L2730 Ra RunningSIODe 3.63 0.29 8.0% 0.5% to 8.3% Yes L2748 20+82.27 29.70 695.48 L2730 L2735 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2749 20+78.65 29.70 695.54 L2730 L2731 Sidewalk RunningSlope 11.13 0.19 1.7% 0.5% to 5.0% L2750 20+69.95 28.83 695.67 L2731 L2734 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes L2751 20+69.55 32.81 695.75 L2731 L2732 Sidewalk RunningSlope 7.91 0.14 1.8% 0.5% to 5.0% L2752 20+78.45 33.70 695.60 L2732 L2733 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2753 20+82.27 33.70 695.54 L2734 L2733 Sidewalk RunningSlope 7.60 0.14 1.8% 0.5% to 5.0% L2754 20+82.99 41.66 695.81 L2735 L2740 Landing/TurningSpace 8.00 0.00 0.0'/. 0.1% to 2.0% Drainage issues were considered L2755 20+8q-85 55.60 696.18 L2735 L2734 Sidewalk RunningSlope11.34 0.21 1.9% 0.5% to 5.0% L2756 20+92.90 53.02 696.12 L2735 L2736 Sidewalk RunningSlope 13.43 0.53 3.9% 0.5% to 5.0% L2757 20+86.90 40.82 695.75 L2736 L2737 Sidewalk Running Slope 7.84 0.31 4.0% 0.5% to 5.0% L2758 20+86.27 33.70 695.54 L2738 L2737 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed sloe Is maximum allowed L2759 20+93.59 33.70 695.27 L2739 L2738 Sidewalk Running Slope 8.60 0.26 3.0% 0.5% to 5.0% L2760 20+97.32 33.70 695.27 12739 L2736 Sidewalk Cross Slope 8.00 0.11 1.4% 0.5% to 2.07 L2761 21+42.23 -28.00 695.52 L2740 L2739 Sidewalk Running Slope 13.43 0.42 3.1% 0.5% to 5.0% L2762 21+24.86 -28.00 695.45 L2741 L2740 Ranp Running Slope 4.21 0.25 5.97. 0.5'/. to 8.3% L2763 20+98.51 -27.99 685.10 L2742 L2741 Sidewalk Running Slope 3.24 0.02 0.6% 0.5% to 5.0% L2764 21+24.87 -36.00 695.49 L2743 L2776 Sidewalk Running Slope 11.80 0.10 0.8% 0.5'/, to 5.0% L2765 20+86.27 -21.47 694.99 L2743 L2744 Raw Running Slope 7.32 0.29 4.0'/. 0.5% to 8.3% L2766 20+86.27 0.00 695.42 L2743 L2759 Ra Cross Slope 4.00 0.08 2.0% 0.1% to 2.07. Yes Proposed sloe is maximum allowed L2767 20+86.27 22.74 695.05 L2744 L2758 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.17. to 2.07. L2768 20+82.27 0.00 695.38 L2744 L2748 Landing/Turning Landing/TurningSpace 4.00 0.00 0.0% 0.1% to 2.07. Drainage issues were considered 1.2769 21+56.00 -20.54 695.67 L2745 L2744 Ramp unning Slope 5.16 0.41 7.9% 0.57. to 8.3% Yes L2770 21+56.00 0.00 696.08 L2745 L2747 Rafflp Cross Slope 4.00 0.00 0.0% 0.17. to 2.0% Drainage Issues were considered L2771 21+56.00 22.01 695.67 L2746 L2768 Sidewalk Running Slope 22.74 0.37 1.6% 0.5% to 5.0% L2772 21+64.00 0.00 696.11 L2746 L2767 Crosswalk Cross Slope - No Yield Condition 4.00 0.04 1.0% 0.0% to 5.0% L2773 21+34.79 1 29.70 695.65 L2746 L2747 Sidewalk Running Slope 1.80 0.06 3.3% 0.5% to 5.0% L2774 21+20.61 29.70 695.50 L2747 L2748 Raw Running Slope 5.16 0.41 7.9% 0.5% to 8.37. Yes L2775 21+19.56 29.70 695.49 L2748 L2753 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.07 L2776 21+05.38 29.70 695.29 L2748 L2749 I Sidewalk Running Slope 3.63 0.06 1.7% 0.5% to 5.07. L2777 21+05.38 33.70 695.36 L2749 L2752 I Sidewalk Cross Slope 4.00 0.06 1.57. 0.5% to 2.07. L2778 21+lq.56 33.70 695.60 L2749 L2750 I Sidewalk Running Slope 8.74 0.13 1.5% 0.57. to 5.0% L2779 21+20.61 33.70 695.61 L2750 L2751 Sidewalk Cross Slope 4.00 0.08 2.07. 0.5% to 2.07. Yes Proposed sloe Is maximum allowed L2780 21+34.79 33.70 695.73 L2752 L2751 Sidewalk Running Slope 8.94 0.15 1.7% 0.57. to 5.0% L2753 L2758 I Landing/TurningLanding/Turning Space 4.00 0.00 1 O.P/. 0.177. to 2.0% Drainage issues were considered _ L2753 L2752 Sidewalk Running Slope 3.83 0.06 1.6% 0.5'% to 5.0% L2753 L2754 Sidewalk Running Slope 8.01 0.27 1 3.47. 0.5% to 5.0% - - L2754 L2755 I Sidewalk Running Slope 15.70 0.37 1 2.4'/. 0.5% to 5.07. - - L2756 L2755 Sidewalk Cross Slope 4.00 0.06 1 1.5'/. 0.5% to 2.0% L2757 L2754 Sidewalk Cross Slope 4.00 0.06 1.5% 0.5'% to 2.0% ` L2757 L2756 Sidewalk Running Slope 13.73 0.37 1 2.7% 0.5% to 5.07. L2758 L2757 Sidewalk Running Slop a 7.16 0.21 2.9% 0.577. to 5.0% -_ L2759 L2760 Sidewalk Running Slope 3.73 0.00 0.0% 0.57.. to 5.0% Drainage issues were considered L2759 L2758 Ramp Running Slope 7.32 0.27 3.7% 0.5% to 8.3% L2760 L2777 Sidewalk Running Slope 8.07 0.09 1.1% 0.5% to 5.0% L2761 L2712 Sidewalk Running Slope 5.27 0.05 0.9% 0.5% to 5.0% " L2762 L2764 Crosswalk Cross Slope - Yield Condition 8.00 0.04 0.5% 0.0% to 2.0% L2762 L2761 Sidewalk Running Slope 17.35 0.07 0.4% 0.5% to 5.0% Drainacle issues were considered L2763 L2762 I Sidewalk Running Slope 26.36 0.35 1.3% 0.5% to 5.0% L2764 L2701 I Sidewalk Running Slope 17.35 0.02 0.1% 0.5% to 5.0% Drainage issues were considered L2765 L2766 I Sidewalk Running Slope 21.50 0.43 2.0% 0.5% to 5.0% L2768 L2766 I Crosswalk Cross Slope - No Yield Condition 4.00 0.04 1.0% 0.0% to 5.0% L2769 L2709 Crosswalk Cross Slope - No Yield Condition B.00 0.02 0.3% 0.0% to 5.0% L2769 L2770 Sidewalk Running Slope 20.50 0.41 2.0% 0.5% to 5.0% L2770 L2771 L2771 L2771 L2773 7.2773 L2772 L2770 L2728 L2727 L2725 L2780 Crosswalk Cross Slope - Sidewalk Running Slope Crosswalk Cross Slope - Sidewalk Running Slope Sidewalk Running Slope Crosswalk Cross Slo e - No Yield Condition No Yield Condition Yield Condition 8.00 22.00 8.00 4.06 17.00 4.00 0.03 0.41 0.10 0.18 0.24 0.08 0.4% 1.9% 1.3% 4.4% 1.4% 2.0% 0.07. 0.5'% 0.0% 1 0.5% 1 0.5% 1 0.0% to to to to to to 5.07. 5.0% 5.0% 5.0% 5.0% 2.0% Yes _ PROJECT W. 091023 DESIGNED BY: S. SOVERS IWI DATE 1 BY I REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(854)-70.52 PROJECT OATS: CHECKED BY: S. SOVERS CAB Dore: 7/25/2012 6M:31 PN DRAVN erg CAO FILE, XACR\IE\2009\09IO23\CAOM4mnsW9m23501.aNt Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT S,10 + Does not Include curt QStakln required b ContractingAuthorityper Article 2511.03 of the Standard Specifications. -I SIDEWALK COMPLIANCE See S Sheets I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IS AVENUE 113.10 E26-12 Point to Point Sidewalk Oesignation Distance* FT A Elevation FT Slope p % Acceptable Constructed Range Pos. or Neg.1 Staking Required on this Ouadrant7 Remarks VALUES Polnt FOR INFORMATION USED TO DETERMINE Station ONLY: DESIGNED Offset SLOPES Elevation L2775 L2773 Sidewalk Running Slope 15.23 0.16 1.1% 0.5% to 5.0% L2775 L2778 Crosswalk Cross Slope - Yield Condition 4.00 0.11 2.87. 0.0% to 2.0'% L2776 L2775 Sidewalk Running Slope 14.18 0.20 1.4% 0.5% to 5.07. L2776 L2777 Crosswalk Cross Slope - Yield Condition 4.00 0.07 1.8% 0.0% to 2.0% L2777 L2779 I Sidewalk Running Slope 15.23 0.25 1.6% 0.5% to 5.0% L2779 L2780 Sidewalk Running Slope 14.18 0.12 0.8% 0.5% to 5.0% L2780 L2742 Sidewalk Running Slope 13.76 0.20 1 1.5% 0.5% to 5.0% L2767 L2766 Sidewalk Running Slope 22.74 0.37 1 1.6% 0.5% to 5.0% L2767 L2745 Sidewalk Running Slope 1.80 0.02 1 1.17. 0.5% to 5.0% L2802 L2801 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2801 21+64.37 54.96 697.04 L2803 L2802 Sidewalk Running Slope 8.60 0.26 3.0% 0.5% to 5.0% L2802 21+56.41 55.72 1 696.88 L2803 L2804 Sidewalk Cross Slope 8.00 0.11 1.4% 0.5% to 2.0% L2803 21+56.00 47.13 696.62 L2804 L2801 Sidewalk Running Slope 7.84 0.31 4.0% 0.5% to 5.0% L2804 21+64.00 47.13 696.73 L2805 L2808 Sidewalk Cross Slope 4.00 0.06 1.5% 0.5% to 2.0% L2805 20+92.90 53.02 696.12 L2805 L2815 Sidewalk Running Slope 16.88 0.42 2.5% 0.5% to 5.0% L2806 20+86.90 40.82 695.75 L2806 L2807 Sidewalk Cross Slope 4.00 0.06 1.5% 0.5% to 2.0% L2807 20+82.99 41.66 695.81 L2806 L2805 Sidewalk Running Slope 13.73 0.37 2.7% 0.5% to 5.0% L2808 20+89.85 55.60 696.18 L2807 L2808 Sidewalk Running Slope 15.70 0.37 2.47. 0.5% to 5.0% L2809 20+97.83 68.91 696.60 L2808 L2809 Sidewalk Running Slope 15.58 0.42 1 2.7% 0.5% to 5.0% L2810 20+99.15 72.69 696.54 L2810 L2809 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% 1 L2811 1 21+01.04 78.53 696.12 L2811 L2810 Ranp Running Slope 6.00 0.42 7.0% 0.57. to 8.37 L2812 21+02.11 81.58 696.17 L2811 L2812 Sidewalk Running Slope 3.23 0.05 1.5% 0.57. to 5.07. L2813 21+04.82 77.24 696.06 L2812 L2824 Sidewalk Running Slope 2.57 0.02 0.8% 0.57. to 5.0% L2814 21+02.98 71.52 696.48 L2813 L2814 Ranp Running Slope 6.00 0.42 7.0% 0.5% to 8.3% L2815 21+01.55 67.43 696.54 L2813 L2811 Ranp Cross Slope 4.00 0.06 1.5% 0.1% to 2.07. L2816 20+92.90 53.02 696.12 L2813 L2823 Sidewalk Running Slope 5.68 0.06 1.1% 0.5% to 5.07. L2817 21+26.26 126.78 697.36 L2814 L2810 Landmg/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.077. L2818 21+29.48 124.41 697.30 L2814 L2815 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.07. L2819 21+27.27 121.34 697.24 L2815 L2809 Landinci/Turnintl Space 4.00 0.06 1.5% 0.1% to 2.D'/. L2820 21+23.91 116.38 696.76 L2818 L2817 Landincl/TurninQ Space 4.00 0.06 1.5% 0.1% to 2.0% L2821 21+20.88 111.57 696.67 L2819 L2829 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.07. L2822 21+13.14 97.40 696.41 L2819 L2818 Landing/Turning ace 4.00 0.06 1.5% 0.1% to 2.0% L2823 1 21+06.74 82.58 696.12 L2820 L2819 Ra Running Slope 6.00 0.48 8.0% 0.5% to 8.3% Yes L2824 21+03.00 83.99 , 696.19 L2820 L2828 Ranp Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% L2825 21+09.55 99.1F,�i 696.49 L2821 L2826 Crosswalk Cross Slope - Yield Condition 4.00 0.08 2.0% 0.0% to 2.0% L2826 21+17.46 113.653 696 L2821 L2820 Sidewalk Running Slope 5.68 0.09 1.6% 0.5% to 5.0% L2827 21+18.81 '15.8. 696.8 L2822 L2825 Crosswalk Cross Slope - Yield Condition 4.00 0.08 2.0% 0.07. to 2.0% L2828 21+20.56 118.56 6 L2822 L2821 Sidewalk Running Slope 16.50 0.26 1.6% 0.57. to 5.0% L2829 21+23.92 : 123. 69 .30 L2823 L2824 Crosswalk Cross Slope - Yield Condition 4.00 0.07 1.87. 0.0% to 2.0% L2823 L2822 Sidewalk Running Slope 16.50 0.29 1.8% 0.5% to 5.0% - L2824 L2825 Sidewalk Running Slope 16.50 0.30 1.87. 0.57. to 5.0% - L2825 L2826 Sidewalk Running Slope 16.50 0.26 I.67. 0.57. to 5.0% " L2826 L2827 Sidewalk Running Slope 2.57 0.06 1 2.3% 0.57. to 5.0% L2827 L2828 Sidewalk Running Slope 3.23 0.01 1 0.3% 0.5% to 5.0% Drainage issues were considered L2828 L2829 I Running Slope 6.00 0.48 8.0% 0.5% to 8.3% Yes - L2829 L2817 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2901 L2960 Sidewalk Running Slope 17.50 0.09 0.5% 0.5% to 5.0% Drainage Issues were considered L2901 26+53.80 -36.00 695.31 L2902 L2903 Landing/Turning Landing/TurningSpace 4.00 0.04 1.0% 0.17. to 2.0% 7.2902 26+44.45 -36.00 695.44 L2903 L2904 Sidewalk Running Slope 16.00 0.34 2.1% 0.5% to 5.0% L2903 26+40.45 -36.00 695.48 L2905 L29O4 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2904 26+24.45 -36.00 695.82 L29D6 L2903 Landinq/Turning Space 8.00 0.12 1.5% 0.1% to 2.0% L2905 26+24.45 -28.00 695.66 L29D6 L2905 I Sidewalk Running Slope 16.00 0.30 1.9% 0.5% to 5.0% L2906 26+40.45 -28.00 695.36 7.2907 L2906 Ramp Running Slope 6.39 0.40 1 6.3% 0.57. to 8.3% L2907 26+40.45 -21.60 694.96 L2907 L2909 Ramp Cross Slope 4.00 0.04 1.0% 0.1% to 2.0% -2908 26+40.45 -20.59 694.95 L2908 L2gO7 Sidewalk Running Slope 1.02 0.01 1.0% 0.57. to 5.07. L290q 26+44.45 -21.60 695.00 L2908 L2963 Crosswalk Cross Slope - No Yield Condition 4.00 0.03 0.77. 0.07. to 5.0% L2910 26+44.45 -28.00 695.32 L2908 L2965 Sidewalk Running Slope 20.59 0.40 1.97. 0.5% to 5.0% L2911 26+51.79 -28.00 695.15 L2909 L29I0 Ramp Running Slope 6.39 0.32 5.0% 0.5% to 8.37 L2912 26+88.80 -36.00 695.49 L2910 L2910 L2911 -2911 L2411 L2912 7.2906 L2902 L2910 7.2984 L2962 L2913 Landing/Turning /Turnln Space Landing/Turning Landing/TurningSpace Ra Running Slope Ra Cross Slope Sidewalk RunningSlope2.00 Sidewalk Runnin Slope2.00 4.00 B.00 7.35 8.00 0.04 0.12 0.17 0.12 0.00 0.03 1.0% 1.5% 2.3% l.5% 0.0% 1.5% 0.1% 0.1% 0.5% 0.1% 0.5% 0.5% to to to to to to 2.0% 2.0% 8.3% 2.0% 5.0% 5.0% _ _ _ _ Draina a Issues were considered _- L2913 L2914 7.2915 L2916 L2917 L2918 26+90.81 26+94.91 26+98,83 27+14.84 27+14.84 26+98.91 -36.00 -36.00 -36.00 -36.00 -28.00 -28.00 695.52 695.74 695.74 696.27 696.11 1 695.62 I PROJECT wm 09Io23 OESIONED 9Y, S. SDVEKS PROJECT CFECKEO BY: S. SOVEAS CAD DATE. 7/ TAzvzolz 6,30.32 PM muvx Sr. wo DATE BY REY[SIM DESOUPTIN -I Foth I LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IS AVENUE I STP -U-3715(654)--70-52 I s�Er N0 I 5.11 I CAD FLLJA XACR\IE\2009\091023\CAO\Plan\09I0z3 WI.wM1 IOWA Cm, IOWA PEDESTRIAN RAMP LAYOUT * Does not Include curb (DStaking required by Contracting Authority r Article 2511.03 of the Standard Specifications. NO CATS BY REVISION DESCRIPTION SIDEWALK COMPLIANCE See S Sheets MKWOO NE ROA MPROVEMENTSAD 113-10 10-16-12 Point to Point Sidewalk Designation Distance* FT d Elevation FT Slope % Acceptable Constructed Range Pos. or Neg. to Ing equine on this Ouadrant7 i Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation L2913 L2914 Rainp Running Slope 4.09 0.22 5.47. 0.5% to 8.37. L2919 26+98.89 -23.41 695.35 L2914 L2915 Landing/Turning Landing/TurningSpace 4.00 0.00 0.0% 0.1% to 2.0% Drainage Issues were considered L24120 26+98.89 -21.32 695.30 L2915 L2916 Sidewalk Runninci Slope 16.00 0.53 3.3% 0.5% to 5.0% 1-2921 26+94.90 -23.42 695.34 L2917 L2916 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5% to 2.0% Yes Proposed sloe is maxlmum allowed L2922 26+94.91 -28.00 695.62 L29I8 L2922 Landing/Turning Landing/TurningSpace 4.00 0.00 0.0% 0.1% to 2.0% Drainage Issues were considered L2923 26+90.81 -28.00 695.40 L2918 L29i5 Landing/Turning Landing/TurningSpace 8.00 0.12 1.57. 0.17. to 2.0% 1-25124 26+98.79 21.83 695.27 L29I8 L2917 Sidewalk Running Slope 16.00 0.49 3.1% 0.57. to 5.0% 1-25125 26+98.78 23.58 695.31 L2919 L29I8 Ramp Running Slope 4.58 0.27 5.9% 0.5% to 8.3% L24126 26+98.78 27.85 695.48 L2920 L2919 Sidewalk Running Slope 2.09 0.05 2.4% 0.5% to 5.07. L24127 27+05.53 27.50 695.73 L2920 L2970 Sidewalk Running Slope 21.33 0.34 1.6% 0.5% to 5.07. L24128 27+06.88 27.50 695.79 L2921 L2922 Ranp Running Slope 4.58 0.28 6.1% 0.57. to 8.3% L29241 27+06.88 31.50 695.85 L2921 L2919 Ranio Cross Slope 4.00 0.01 0.2% 0.1% to 2.0% L24130 27+05.63 31.50 695.80 L2922 L2414 Landing/Turning Landing/TurningSpace 8.00 0.12 1.57. 0.1% to 2.0% 1.24131 26+98.78 31.86 695.54 L2923 L2922 Ranip Running Slope 4.04 0.22 5.4% 0.5% to 8.3% L2932 26+98.77 35.98 695.64 1.2923 L2913 Ranp Cross Slope 8.00 0.12 1.5% 0.1% to 2.0% L2933 26+96.78 51.85 696.31 L2924 L2925 Sidewalk Running Slope 1.76 0.04 2.3% 0.5% to 5.0% L2934 26+92.78 51.60 696.23 L2925 L2926 Ramp Running Slope 4.27 0.17 4.0% 0.5% to 8.3% L2935 26+94.77 35.73 695.56 L2926 L2931 Landin / urning Space 4.00 0.06 1.57. 0.1% to 2.0% L2936 26+94.78 32.00 695.50 L2926 1-2927 Sidewalk Running Slope 6.69 0.25 3.7% 0.5% to 5.0% L2937 26+88.93 32.00 695.32 L2927 L2928 Sidewalk Running Slope 1.35 0.06 4.4% 0.5% to 5.0% Yes -2938 26+85.74 32.00 695.26 L2928 L2929 Sidewalk Cross Slope 4.00 0.06 1.5% 0.57. to 2.0% L2939 26+88.93 28.00 695.26 L2930 L2929 Sidewalk Running Slope 1.25 0.05 4.0% 0.5% to 5.0% 1-2940 26+94.78 28.00 695.44 L2931 L2930 Sidewalk Running Slop a 6.78 0.26 3.8% 0.57 to 5.0% -2941 26+94.78 23.58 695.27 L2931 1-2932 Sidewalk Running Slope 4.12 0.10 2.4% 0.5% to 5.0% L24142 26+53.18 32.60l6q55.40 .05 L2932 L2933 Sidewalk Runnin SIo 16.00 0.67 4.2% 0.5% to 5.0% Yes -2943 26+50.18 32.60.08 L2934 L2933 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sl is maximum allowed L24144 26+44.44 32.60.34 L2935 L2934 Sidewalk RunningSlope 16.00 0.67 4.2% 0.5% to 5.0% Yes -2945 26+44.44 36.485.49 L2935 L2932 Sidewalk Cross Slope 4.00 0.08 2.0'% 0.5% to 2.0% Yes Proposed sloe 1s max Imam allowed L2946 26+46.38 52.16.08 L2936 L2931 Landing/TurningSpace 4.00 0.04 1.0'% 0.1% to 2.0% L2947 26+42.41 52.6 _�6.16 L2936 L2935 Sidewalk RunningSlope 3.73 0.06 1.6% 0.5% to 5.0% L2948 26+40.44 - 36.79-,5.56 L2937 L2936 Ra RunningSlope 5.85 0.18 3.177. 0.5% to 8.3% L2949 26+40.44 .60: L2938 L2937 Sidewalk RunningSlope 3.19 0.06 1.9% 0.5% to 5.0% L2950 26+38.00 -3 .605. 7 L2939 L2940 Ra RunningSlope 5.85 0.18 3.1% 0.57 to 8.3% L2951 26+28.05 -3.005. L2939 L2937 Ra Cross Slope 4.00 0.06 I.5% 0.1% to 2.0% L2952 26+28.05 8.005.67 L2940 L2936 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L2g53 26+111 -"28.605. L2940 L2926 Landing/TurningSpace 4.00 0.04 1.0% 0.1% to 2.0% L24154 26+40.45 :. 28.60-.L2941 L2940 Ra Runnln Slo a 4.27 0.17 4.077. 0.5% to 8.3% L2955 26+40.45 -'23.95L2941 L2925 Ra Cross SI a 4.00 0.04 1.0% 0.1% to 2.0% L2956 26+40.45 22.06-.L2942 L2979 Sidewalk Runnln Slo a 3.64 0.02 0.57. 0.5% to 5.0% Draina a issues were considered 1-2957 26+44.45 23.96 -4.97L2942 L2943 Sidewalk Runnln Slo a 3.00 0.03 1.0% 0.5% to 5.0% L2958 26+44.45 28.605.28L2943 L2944 Ra Runnin Slo a 5.76 0.26 4.5% 0.5% to 8.3% -2959 26+50.19 28.605.02-2944 L2949 Landin /Turnln S ace 4.00 0.06 1.5% O.1% to 2.0% L2960 26+71.30 -36.005.40 -2944 L2945 Sidewalk Running Slope 3.88 0.15 3.9% 0.57. to 5.0% L2961 26+71.30 -28.00 695.24 L2945 L2946 Sidewalk Running Slope 15.75 0.59 1 3.7% 0.5% to 5.0% L2962 26+53.80 -28.00 695.15 L2945 L2948 Sidewalk Cross Slope 4.00 0.07 1 1.7% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L2963 26+44.45 -20.59 694.98 L2946 L2947 Sldewalk Cross Slope 4.00 0.08 2.0% 0.57. to 2.0% Yes L2964 26+44.45 0.00 695.37 L2948 L2947 Sidewalk RunnInQ SIo a 16.00 0.60 3.8% 0.5% to 5.0% L2965 26+40.45 0.00 695.35 L2949 L2948 Sidewalk Running Slope 4.12 0.16 3.9% 0.5% to 5.07 L2966 26+88.80 -28.00 695.33 L2949 L2950 Sidewalk Running Slope 2.45 0.07 2.9% 0.57. to 5.07. L2967 26+94.89 -21.32 695.25 L2950 L2951 Sidewalk Running Slope 9.97 0.28 2.8% 0.5% to 5.07. L2968 26+94.89 -20.49 695.21 L2952 L2951 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.07. Yes Proposed sloe is maximum allowed -2969 26+94.84 0.00 695.62 L2953 L2950 Sidewalk Cross Slope 4.00 0.06 1.5% 0.5% to 2.07. -2970 26+98.84 0.00 695.64 L2953 L2954 L2954 L2955 1-2956 L2956 L2957 1.24157 L2958 L2958 1.2959 L2959 L2959 L2960 L2461 L2461 L2952 L2949 L2953 L2954 L2955 L2983 L2958 L2955 L2954 L2944 L2981 L2943 1-21158 L2912 L296O L2966 Sidewalk Running Slope Landing/Turning Landing/TurningSpace Sidewalk Running Slope Ramp Running Slope Sidewalk Running Slope Sidewalk Running Slope Ranp Running Slope Ranip Cross Slope Landing/Turning Landing/TurningSpace Landing/Turning Landing/TurningSpace Sidewalk Running Slope Ra Cross Slope Ra RunningSlope Sidewalk Running Slope Crosswalk Cross Slope - Yield Condition Sidewalk Running Sl2ae 9.97 4.00 2.45 4.64 1.89 1.56 4.64 4.00 4.00 4.00 3.00 4.00 5.76 1 17.50 1 8.00 1 17.50 0.26 0.06 0.07 1 0.37 0.03 0.00 0.31 0.00 0.06 0.06 0.01 0.061.5% 0.26 0.09 1 0.16 1 0.09 1 2.6% 1.5% 2.9% 8.0% 1.6% 0.0% 6.7% 0.0% 1.5% 1.5% 0.3% 4.5% 0.5% 2.0'/. 0.5% 0.5% 0.1% 0.5% 0.5% 0.5% 0.5% 0.5% 0.1% 0.1% 0.1% 0.57. 0.1% 0.57. 1 0.57. 1 0.0% 1 0.5% to to to to to to to to to to to to to to to to 5.0% 2.0% 5.0% 8.3% 5.0% 5.07. 8.37. 2.07. 2.0% 2.0% 5.0% 2.0% 8.3% 5.07. 2.07. 5.0% Yes Drainacle Issues were considered Oralna a issues were considered _ _ _ Draina a issues were considered Ora )nage Issues were considered Or, -a a Issues were considered 1-2971 1-2972 .2973 L2974 L2975 L2976 L2977 L2978 L2979 L2980 L2981 1-2982 _ L2983 L2984 - 26+98.89 26+98.79 26+94.79 26+85.68 26+81.77 26+69.28 26+69.28 26+81.77 26+56.77 26+56.76 26+53.12 26+44.45 26+40.45 26+51.80 -20.49 20.51 20.51 28.05 28.11 28.30 32.30 32.07 32.53 28.50 28.55 20.50 20.50 -36.00 695.23 695.23 695.21 695.23 695.18 695.16 695.20 695.20 695.07 695.05 695.03 694.96 694.94 695.27 RBAECT N0: 091023 DESIGNED BV: 5. SEVERB NO CATS BY REVISION DESCRIPTION `STP MKWOO NE ROA MPROVEMENTSAD -U-3715 654)--70-52fO`LOWER DAT DATE. DRAWNCHMED e.: s. sovERs AD DeTE: v2srzmz 6:30:32 PN 0023- Br: FILE: x:\qt\IE\2009\091023\LAD\Plana\09IOZJ-BOl.aht r - -- E FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY,IOWA PEDESTRIAN RAMP LAYOUTAD 5.12 -- IPEE�- + Does not Include curb 1 Stakin required b Contracting Authority r Article 2511.03 0! the Standard Specifications. 110 GATE BY REVISIN DESCRIPTIONSTP-U-3715 SIDEWALK COMPLIANCE See S Sheets LOWER MUSCATINE ROAD IMPROVEMENTS 654)--70-52 rEET W. PROJECT DATE. CHECKED BY, S. BOYERs DATE. 7125/2012 6.30.33 PR DRAWN BY, 113-10 10-16-12 Point to Point Sidewalk Designation Distance* FT A Elevation FT Slope % Acceptable Constructed Range Pos. or Neg. RequStakired on this Quadrant? I 5.13 CAD CAD PILE. XAM\[E�2D09�NI023ACAOAPi..:.Ao91o23-SOI.. t 11 Remarks VALUES Point USED R O DETERMINE DESIGNED Station Offset SLOPES Elevation L2962 L2901 Crosswalk Cross Slope - Yield Condition 8.00 0.16 2.0% 0.0% to 2.0% L2%2 L2461 Sidewalk Running Slope 17.50 0.09 0.5% 0.5% to 5.0% Drainage issues were considered 12%3 L2909 Sidewalk Running Slope 1.02 0.02 2.0% 0.5% to 5.0% L2%3 L2964 Sidewalk Running Slope 20.59 0.39 1.9% 0.5% to 5.0% L2965 L2964 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.07. L2966 L2923 I Sidewalk Running Slope 2.00 0.07 3.5% 0.5% to 5.0% L2966 L2912 Crosswalk Crass Slope - Yield Condition 8.00 0.16 2.0% 0.0% to 2.07. L2967 L2921 Sidewalk Running Slope 2.09 0.09 4.3% 0.57. to 5.07. Yes L2967 L2920 Crosswalk Cross Slope - No Yield Condition 4.00 0.05 1.2% 0.07. to 5.0% L2967 L2969 Sidewalk Running Slope 21.33 0.37 1.7% 0.57. to 5.0'% L2969 L2970 Crosswalk Cross Sloe - No Yield Condition 4.00 0.02 0.5% 0.07. to 5.07. L2972 L2924 Sidewalk Running Slope 1.31 0.04 3.1% 0.5% to 5.0% L2972 L2970 Sidewalk Running Slope 20.50 0.41 2.0% 0.5% to 5.0% -2973 1-2941 Sidewalk Running Slope 3.07 0.D6 2.0% 0.5% to 5.0% L2973 L2972 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 1 0.5% 0.0% to 5.0% L2973 L2969 Sidewalk Running Slope 20.50 0.41 2.0% 0.5% to 5.0% L2974 L2939 Sidewalk Running Slope 3.19 0.03 0.9% 0.5% to 5.0% L2974 L2938 Crosswalk Cross Slope - Yield Condition 4.00 0.03 0.7% 0.0% to 2.07. L2975 L2974 Sidewalk Running Slope 3.91 0.05 1.37. 0.5Z to 5.0% L2975 L2978 Crosswalk Cross Slope - Yield Condition 4.00 0.02 0.57. 0.0'% to 2.07. L2976 L2975 Sidewalk Running Slope 12.50 0.02 0.27. 0.5% to 5.0% Drainage issues were considered L2976 L2977 Crosswalk Cross Slope - Yield Condition 4.00 0.04 1.0% 0.0% to 2.0% L2977 L2978 Sidewalk Running Slope 12.50 0.00 0.0% 0.5% to 5.0% Drainage issues were considered - `•� L2978 L2938 Sidewalk Running Slope 3.91 0.06 1.5% 0.5% to 5.0% L2979 L2977 Sidewalk Running Slope 12.50 0.13 1.0% 0.5% to 5.0% _ 1-2980 1-2976 Sidewalk Running Slope 12.50 0.11 0.9% 0.5% to 5.0% -2980 L2979 Crosswalk Cross Slope - Yield Condition 4.00 0.02 0.5% 0.0% to 2.0% 'y 1-2981 1-2980 Sidewalk Rlnn In Slope 3.64 0.02 0.5% O.5% to 5.0% Drainage issues were considered L2981 L2942 Crosswalk Cross Slope - Yield Condition 4.00 0.02 0.57. 0.0% to 2.0%- L2982 L2957 Sidewalk Running Slope 3.46 0.01 0.3% 0.57. to 5.0% Drainage issues were considered L2982 L2964 Sidewalk Runnlng Slope 20.50 0.41 2.0% 0.57. to 5.07. L2983 L2982 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.5% 0.07. to 5.0'% 1-2983 L2%5 Sidewalk Running Slope 20.50 0.41 2.07 0.5% to 5.0% L2984 L2902 Ramp Running Slope 7.35 0.17 2.37 0.5% to 8.3% L2984 L2901 Sidewalk Running Slope 2.00 0.04 2.07. 0.5% to 5.0% L3001 L3002 Sidewalk Running Slope 3.27 0.01 0.3% 0.5% to 5.0% Drainage Issues were considered L3001 29+91.29 31.50 696.16 L3002 L3003 Ramp Running Slope 6.50 0.49 7.5% 0.57. to 8.3% Yes L3002 29+88.02 31.50 696.17 L3003 L3004 Landing/Turning Landing/TurningSpace 6.00 0.09 1.5% 0.17. to 2.0% L3003 29+81.51 31.50 696.66 L3004 L3005 Sidewalk Running Slope 12.00 0.14 1.2% 0.57. to 5.07. L3004 29+75.51 31.50 696.75 L3006 L3005 Sidewalk Cross Slope 6.00 0.12 2.0% 0.57. to 2.07. Yes Proposed sloe Is max lmum allowed L3005 29+63.51 31.50 696.89 L3007 L3004 Landing/Turning Landing/TurningSpace 6.00 0.09 1.5% 0.17. to 2.0% L3006 29+63.51 25.50 696.77 L3007 L3006 Sidewalk Running Slope 12.00 0.11 0.9% 0.5% to 5.0% L3007 29+75.51 25.50 696.66 L3008 L3007 Landing/Turningace 6.00 0.09 1 1.5% 0.1% to 2.0% L3008 29+81.51 25.50 696.57 L3008 L3003 Landing/Turning Landing/TurningSpace 6.00 0.09 1 1.5% 0.17. to 2.07 L3009 29+88.01 25.50 696.05 L3009 L3008 Ramp Running Slope 6.50 0.52 1 8.0% 0.5% to 8.3% Yes L3010 30+46.38 31.50 695.89 L3009 L3002 Ramp Cross Slope 6.00 0.12 1 2.0% O.R. to 2.0% Yes Proposed slope is maximum allowed L3011 30+49.65 31.50 695.90 L3010 L3022 I Sidewalk Running Slope 27.54 0.14 1 0.5% 0.57. to 5.07. Drainage issues were considered L3012 30+56.15 31.50 696.39 L3010 L3011 I Sidewalk Running Slope 3.28 0.01 1 0.3% 0.57. to 5.07. Drainage issues were considered L3013 30+62.15 31.50 696.48 L3011 L3012 I Ramp Running Slope 6.50 0.49 1 7.5% 0.5% to 8.3% Yes L3014 30+74.15 31.50 696.33 L3012 L3013 Landin /T rning Space 6.00 0.09 1 1.5% 0.1% to 2.0% L3015 30+74.15 25.50 696.21 L3014 L3013 Sidewalk Running Slope 12.00 0.15 1 1.27. 0.5% to 5.07. L3016 30+62.15 25.50 696.39 L3015 L3016 Sidewalk Running Slope 12.00 0.18 I.R. 0.5% to 5.0% L3017 30+56.15 25.50 696.30 L3015 L3014 Sidewalk Cross Slope 6.00 0.12 2.0% 0.5% to 2.0% Yes Proposed slope is maximum allowed L3018 30+49.65 25.50 645.78 L3016 L3013 Landing/Turning Landing/TurningSpace 6.00 0.09 1.5% 0.1% to 2.0% L3019 30+46.38 25.50 695.77 L3017 L3012 Landing/Turning Landing/TurningSpace 6.00 0.09 1 1.5% 0.1% to 2.0% L3020 30+18.83 25.50 695.91 L3017 L3016 Landing/Turning Landing/TurningSpace 6.00 0.09 1 1.5% 0.1% to 2.0% L3021 29+91.29 25.50 696.04 L3018 L3017 Rapp Running Slope 6.50 0.52 1 8.0% 0.5% to 8.3% Yes L3022 30+18.83 31.50 696.03 L3018 L3011 Ramp Cross Slope 6.00 0.12 2.0% 0.1% to 2.0% Yes Proposed sloe is maximum allowed L3019 L3020 Sidewalk Running Slope 27.54 0.14 0.57. 0.57. to 5.0% Drainage issues were considered L3019 L3010 Crosswalk Cross Slope - Yield Condition 6.00 0.12 2.07. 0.0% to 2.0% L3019 L3018 Sidewalk Running Slope 3.28 0.01 0.3% 0.5% to 5.0% Drainage issues were considered L3020 L3021 Sidewalk Running Slope 27.54 0.13 0.5% 0.5% to 5.0% Drainage issues were considered L3020 L3022 Crosswalk Crass Slope - Yield Condition 6.00 0.12 2.0% O.O% to 2.0'% L3021 L3021 1-3022 L3009 1-3001 1-30111 Sidewalk Running Slope Crosswalk Cross SI Sldeva lk Runnln Slo a - Yield Condition 3.27 0.01 0.3% 0.5% 0.0% 0.5% to to to 5.0% 2.0% 5.M. Drainage Draina a issues Issues were were considered considered PROJECT N0. 091823 DESIGW9 BY: S. SOVERs 110 GATE BY REVISIN DESCRIPTIONSTP-U-3715 LOWER MUSCATINE ROAD IMPROVEMENTS 654)--70-52 rEET W. PROJECT DATE. CHECKED BY, S. BOYERs DATE. 7125/2012 6.30.33 PR DRAWN BY, & Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE11 5.13 CAD CAD PILE. XAM\[E�2D09�NI023ACAOAPi..:.Ao91o23-SOI.. t 11 IOWA CITY. IOWA PEDESTRIAN RAMP LAYOUT Does not Include curb (DStakinq required b Contracting Authority per Article 2511.03 of the Standard Specifications. NO 0M BY REVISION DESCRIPTION SIDEWALK COMPLIANCE See S Sheets LOWER INE ROAD IMPROVEMENTSDATE: 113-10 10-16-12 Point to Point Sidewalk Designation Distance* FT A Elevation FT I Slope -/. Acceptable Constructed Range Pos. or Reg. Staking Requl red on this Quadrant? i Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation RKWOOMUSCA FROM KIRKWOOD AVENUE TO 1ST AVENUE S,'14 7/25/2012 6:30:33 PM ORAVN BY: PEDESTRIAN RAMP LAYOUT FILES X:\CR\IE\2009\091023\CA0\Plain\091023_SOIaM IOWA CITY, IOWA L3105 L3106 L3106 L3107 L3104 L3107 L3105 L3108 Sidewalk Running Slope Sidewalk RunningSlope Sideve lk RunningSlope Landing/TurningSpace 12.00 20.47 12.02 4.00 0.05 0.16 0.08 0.03 0.4% 0.8% 0.7% 0.8% 0.5% to 5.0% 0.5% to 5.0% 0.5% to 5.0% 0.1% to 2.0% Drainage Issues were considered L3101 L3102 1-3103 L3104 34+27.08 34+23.62 34+11.62 34+03.41 -98.41 -100.41 -77.78 -64.05 694.76 694.84 694.72 694.65 L3108 L3109 Sidewalk RunningSlope 16.00 0.34 2.1% 0.5% to 5.0% L3105 33+97.24 -53.75 694.60 L3110 1-3109 Sidevalk Cross Slo a 8.00 0.16 2.0% 0.5% to 2.0% Yes Pro osed sloe is maximum allowed L3106 33+93.83 -42.45 694.52 L3111 1-3108 Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L3107 33+73.46 -40.51 694.68 L3111 1-3110 Sidewalk RunningSlope 16.00 0.30 1.9% 0.5% to 5.0% L3108 33+69.48 -40.11 694.71 L3112 L3111 Ram Run Ing Slope 8.00 0.64 8.0% 0.5% to 8.3% Yes L3109 33+53.56 -38.52 695.05 L3112 L3225 Sidewalk RunningSlope 24.19 0.49 2.0% 0.5% to 5.0% L3110 33+54.35 -30.56 694.89 L3113 L3114 Ra RunningSlope 8.00 0.64 8.0% 0.5% to 8.3% Yes L3111 33+70.27 -32.15 694.59 L3113 L3112 Ra Cross Slope 4.00 0.03 0.8% 0.1% to 2.0% L3112 33+71.07 -24.19 693.95 L3113 L3226 Sidewalk RunningSlope 24.59 0.50 2.0% 0.5% to 5.0% L3113 33+75.05 -24.59 693.92 L3114 L3111 Landing/TurningSpace 4.00 0.03 0.8% DAY. to 2.0% L3114 33+74.25 -32.55 694.56 L3114 L3107 Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L3115 33+93.71 -34.45 694.40 13115 L3114 Sidewalk RunningSlope 19.55 0.16 0.8% 0.5% to 5.0% L3116 33+97.71 -34.39 694.34 L3115 L3106 Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L3117 34+02.83 -34.31 693.93 1-3116 L3120 Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L3118 34+09.30 -42.21 693.97 1-3116 L3115 Landin /Turnin Space 4.00 0.06 1.5% 0.1% to 2.0% L3119 34+02.96 -42.31 694.05 1-3117 L3116 R RunningSlope 5.12 0.41 8.O% 0.5% to 8.3% Yes L3120 33+97.83 -42.39 694.46 1-3117 L3119 Ra Cross Slope 8.00 0.12 1.5% 0.1% to 2.0% L3121 34+00.68 -51.70 694,52 L3117 L3151 Sidewalk RunningSlope 6.34 0.01 0.2% 0.5% to 5.0% Drainage Issues were considered L3122 34+06.84 -62.00 694.57 L3118 L3119 Sidewalk RunningSlope 6.34 0.08 1.3% 0.5% to 5.0% 13123 34+15.06 -75.333 694.64 L3119 L3120 Ra Runnin Slope 5.12 0.41 8.0% 0.5% to 8.3% Yes L3124 34+92.14 -90.441 695.86 L3120 L3106 Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L3125 34+95.90 -89.1 6 L3120 L3121 Sidewalk RunningSlope 9.92 0.06 0.67. 0.57. to 5.0% L3126 34+84.41 '53..} 69416 L3121 L3105 Sidewalk Cross Slope 4.00 0.08 2.0% 0.57. to 2.0% Yes Proposed sloe Is maximum allowed L3127 34+81.98 _..-45.42J 694.28: L3121 L3122 L3122 L3104 Sidewalk Runnin Slo a Sidewalk Cross Slope 12.00 4,00 0.05 0.08 0.4% 2.07 0.5% to 5.0'% 0.5% to 2.077. Yes Draina a issues were considered Proposed sloe Is maximum allowed L3128 L3129 34+80.90 35+00.37 ---42.03- -41 .09,) 6 - 694.30 -. 1.3127 L3126 Sidewalk Running In Slope 8.00 0.30 3.7% 0.5% to 5.0% 1-3130 34+99.71 -33.03 69 L3128 L3127 Sidewalk RunningSlope 3.56 0.05 1.4% 0.5% to 5.07. L3131 34+80.70 -34.03: 694.03' L3128 L3129 Sidewalk RunningSlope 19.50 0.15 0.8% 0.5% to 5.07, L3132 34+80.70 -28.26" 693. L3130 L3129 Sidewalk Cross Slope 8.00 0.16 2.0% 0.5'% to 2.0% Yes Proposed sloe is maximum allowed L3133 34+80.70 --25.4N 693.5 L3131 L3128 Landing/TurningSpace 8.00 0.12 1.5% 0.177. to 2.0% L3134 34+76.70 -28.26 693.54 L3131 L3130 Sidewalk RunningSlope 19.05 0.11 0.6% D.5% to 5.0% L3135 34+76.70 -34.0 694.01 L3132 L3131 Ra RunningSlope 5.78 0.46 8.0% 0.5% to 8.3% Yes L3136 34+71.03 -34.03 693.60 L3133 L3132 Sidewalk RunningSlope 2.79 0.06 2.2% 0.5% to 5.0% L3137 34+66.37 -42.03 693.66 L3133 L3144 Sidewalk Running Slope 0.55 0.00 0.07. 0.5% to 5.07. Drainage Issues were considered L3138 34+71.03 -42.03 693.72 L3134L3135 Ramp Running Slope 5.78 0.47 8.17. 0.5% to 8.3% Yes 1-3139 34+74.67 -42.22 694.13 L3134 L3132 Ra Cross Slope 4.00 0.03 0.8% 0.1% to 2.0% L3140 34+76.71 -42.03 694.13 L3135 L3140 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L3141 34+75.83 -45.89 694.15 L3135 L3131 Landing/Turning Landing/TurningSpace 4.00 0.02 0.57. 0.1'% to 2.0% L3142 34+78.17 -46.63 694.16 L3136 L3148 Sidewalk Running Slope 4.66 0.02 0.4% 0.57, to 5.07. Drainage issues were considered - L3143 34+80.60 -54.26 694.42 1-3136 L3138 Ramp Cross Slope 8.00 0.12 1.5% 0.1% to 2.07. 1 L3144 34+80.70 -24,92 693.51 13136 L3135 Ramp Running Slope 5.67 0.41 7.2% 0.5% to 8.3% L3145 34+80.70 -20.50 693.48 L3137 L3153 Sidewalk Running Slope 31.05 0.26 0.8% 0.5% to 5.07. L3146 34+76.70 -20.50 693.50 L3137 L3138 Sidewalk Running Slope 4.66 0.06 1.37. 0.5% to 5.07. L3147 34+76.70 -25.07 693.52 L3138 L3140 Ramp Running Slope 5.67 0.41 7.2% 0.5% to 8.37. L3148 34+66.37 -34.03 693.62 L3140 L3140 L3142 L3142 13143 13144 L3145 L3145 L3145 L3146 L3146 L3147 L3148 L3148 L3149 L3150 L3150 1-3151 13128 L3142 L3127 L3143 L3126 L3147 L3144 L3146 L3234 L3147 L3233 L3134 L3150 L3137 L3153 L3151 L3152 L3118 1 Landing/TurningLanding/Turning Space I Sidewalk Running Slope I Sidewalk Cross Slope I Sidewalk Running Slope I Sidewalk Cross Slope I Crosswalk Cross Slope - No Yield Condition I Sidewalk Running Slope I Crosswalk Cross Slope - No Yield Condition I Sidewalk Running Slope I Sidewalk Running Slope Sidewalk Running Slope Sidewalk Running Slope Sidewalk Running Slope Crosswalk Cross Slope - Yield Condition Crosswalk Cross Slope - Yield Condition Sidewalk Running Slope Crosswalk Cross Slope -Yield Cond it fon Crosswalk Cross Slope - Yield Condition 4.00 4.83 4.00 8.00 4.00 4.00 4:42 4.00 20.50 4.57 20.50 3.19 34.00 8.00 8.00 23.70 B.00 1 8.00 0.02 0.03 0.04 0.26 0.08 0.01 0.03 0.02 0.41 0.02 0.41 0.02 0.23 0.04 0.09 0.09 0.07 1 0.03 1 0.5% 0.6% 1.07. 3.2% 2.0% 0.27. 0.7% 0.57. 2.0% 0.4% 2.07. 0.6'% 0.7'% 0.5% 1.1% 0.4'7. 0.9% 0.4% 0.17. to 2.0% 0.57. to 5.0% 0.57. to 2.0% 0.57. to 5.0% 0.5% to 2.0% 0.07. to 5.0% 0.57. to 5.077 0.0% to 5.07. 0.5% to 5.0%- 0.5% to 5.0% 0.5% to 5.0% 0.5% to 5.0% 0.57. to 5.0% 0.0% to 2.0% 0.077. to 2.0% 0.57. to 5.0% 0.0% to 2.0% 0.0% to 2.07. Yes Proposed sloe is maximum allowed _ _ Draina a Issues were considered _ _ _ Drainage issues were considered _ L3149 L3150 L3151 L3152 L3153 L3154 L3155 L3156 34+35.32 34+32.36 34+09.18 34+32.36 34+35.32 33+75.05 33+75.05 33+71.07 -34.04 -34.04 -34.21 1 -42.04 -42.04 -24.02 -20.50 -20.50 693.83 693.85 693.94 693.92 693.92 693.93 694.00 694.03 ECT W. 09ID23 DES16WO BY: B. SOVERS EVERS NO 0M BY REVISION DESCRIPTION LOWER INE ROAD IMPROVEMENTSDATE: STP -U-3715(654)--70-52 CECNED BY: S. [CA Foth RKWOOMUSCA FROM KIRKWOOD AVENUE TO 1ST AVENUE S,'14 7/25/2012 6:30:33 PM ORAVN BY: PEDESTRIAN RAMP LAYOUT FILES X:\CR\IE\2009\091023\CA0\Plain\091023_SOIaM IOWA CITY, IOWA * Does not Include curb (DStaking required by Contracting Authority per Article 2511.03 of the Standard Specifications. No ogre BY sEvmo, oEsrnlPna+ SIDEWALK COMPLIANCE See S Sheets10-16-12 LOWER MUSCATINE ROAD IMPROVEMENTS 113-10 STP -1.1-371 5(654)--70-52 Point to Point Sidewalk Designation Distance* FT D Elevation FT Slope % Acceptable Constructed Range Pos. or Neg. t Ing Required on thls Quadrant? 1 Remarks VALUES Point FOR INFORMATION ONLY: USED TO DETERMINE DESIGNED SLOPES Station Offset Elevation L3153 L3118 Sidewalk Running Slope 26.66 0.05 0.2% 0.57. to 5.07. 1 Drainage Issues were considered L3201 L3202 Sidewalk Running Slope 0.49 0.01 2.0% 0.5% to 5.07. L3201 34+80.70 23.00 693.53 L3201 L3232 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.5% 0.07. to 5.0% L3202 34+80.70 23.49 693.54 L3202 L3203 Ramp Running Slope 5.00 0.40 1 8.0% 1 0.5% to 8.3% Yes L3203 34+80.70 28.50 693.94 L3202 L3212 Ramp Cross Slope 4.00 0.02 1 0.5% 0.17.. to 2.07. L3204 34+80.70 34.50 694.03 L3203 L3211 Landing/Turning Landing/TurningSpace 4.00 0.02 0.57. 0.17. to 2.0% L3205 34+76.70 34.50 694.05 L3203 L3204 LandinQ/Turning Space 6.00 0.09 1.57. 0.1% to 2.0% L3206 34+69.28 34.50 694.30 L3204 L3205 Landing/Turning Landing/TurningSpace 4.00 0.02 0.57. 0.1% to 2.0% L3207 34+63.28 34.50 693.82 L3205 L3206 Ramp Running Slope 7.42 0.25 3.47. 0.5% to 8.3% L3208 34+56.11 34.50 693.88 L3207 L3208 Sidewalk Running Slope 7.16 0.06 0.8% 0.5% to 5.0% L3209 34+63.28 28.50 693.73 L3207 L3206 Ramp Running Slope 6.00 0.48 8.0% 0.5% to 8.3% Yes L3210 34+69.28 28.50 694.21 L3208 L3231 Sidewalk Running Slope 36.50 0.19 0.5% 0.5% to 5.0% Drainage issues were considered L3211 34+76.70 28.50 693.96 L3209 L3230 Sidewalk Running Slope 7.16 0.04 0.6% 0.57.. to 5.0% L3212 34+76.70 23.49 693.56 L3209 L3207 Ramp Cross Slope 6.00 0.09 1.5% 0.1% to 2.O% L3213 33+85.81 34.50 694.23 L3209 L32I0 Ramp Running Slope 6.00 0.48 8.0% 0.5% to 8.3% Yes L3214 33+80.08 34.50 694.25 L3210 L3206 Ramp Cross Slope 6.00 0.09 1 1.5% 0.1'/, to 2.0% L3215 33+75.09 34.50 694.47 L3211 L3210 Ramp Running Slope 7.42 0.25 3.47. 0.5% to 8.3% L3216 33+71.09 34.50 694.51 L3211 L3205 Landing/Turning Landing/TurningSpace 6.00 0.09 1.57. 0.1% to 2.0% L3217 33+55.29 32.49 694.96 L3212 L3211 Ramp Running Slope 5.00 0.40 8.0% 0.5% to 8.3% Yes L3218 33+56.09 26.60 694.84 L3213 L3214 Sidewalk Running Slope 5.73 0.02 0.3% 0.5% to 5.0% Drainage issues were considered L3219 33+71.09 28.50 694.42 L3214 L3215 Ramp Running Slope 5.00 0.22 4.4% 0.5% to 8.3% L3220 33+71.06 25.09 694.14 L3215 L3216 Land Ing/Turn in Space 4.00 0.04 1.0% 0.1% to 2.0% 1 L3221 1 33+71.04 23.10 694.08 L3216 L3217 Sidewalk Running Slope 15.94 0.45 2.8% 0.57. to 5.07. L3222 33+75.06 25.05 694.10 L3218 L3217 Sidewalk Cross Slope 6.00 0.12 2.07. 0.5% to 2.0% Yes Proposed sl ope is maximum allowed L3223 33+75.09 28.50 694.38 L3219 L3216 Landinq/Turning Space 6.00 0.09 1.5% 0.1'/, to 2.07.. L3224 33+80.08 28.50 694.15 L3219 L3218 Sidewalk RunningSlope 15.13 0.42 2.8% 0.577. to 5.0% L3225 33+71.06 0.0 694.44 L3220 L3219 Ramp Running Slope 3.41 0.28 8.277. 0.5'% to 8.3% Yes L3226 33+75.06 0.0 :.- 694.42 L3221 L3220 Sidewalk Runninci Slope 2.00 0.06 3.07. 0.57, to 5.0% L3227 33+75.06 - 0.50, 69,4.04 L3222 L3220 Ramp Cross Slope 4.00 0.04 1.07. 0.17, to 2.07. L3228 33+85.85 28.95,-1 694 I L3222 L3223 Ramp Running Slope 3.41 0.28 8.27. 0.5% to 8.37. Yes 1 L3229 34+19.14 28.811, 643.% L3223 L3219 Landing/Turning Landing/TurningSpace 4.00 0.04 1.07. 0.1% to 2.07 L3230 34+56.07 "-28.55- 6" L3223 L3215 Landing/Turning Landing/TurningSpace 6.00 0.09 1.5% 0.17. to 2.0% L3231 34+19.09 ��^'84.7 644.07 L3224 L3223 Ramp Ru nIng Slope 5.00 0.23 4.67. 0.57. to 8.3% 1 L3232 1 34+76.70 I -23.011 6g3' L3224 L3214 Ramp Cross Slope 6.00 0.10 1.7'% 0.1% to 2.0% Yes L3233 34+76.70 '_' .00= - 613.9 L3226 L3225 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.0% L3234 34+80.70-•- .00 6 3. L3227 L3226 Sidewalk Running Slope 20.50 0.41 2.0% 0.5'% to 5.0% L3235 33+71.04 2n.5 694.T)3 L3227 L3235 Crosswalk Cross Sloe - No Yield Condition 4.00 0.02 0.57. 0.0% to 5.0% L3236 34+80.70 20.50- 693.48 L3227 L3222 Sidewalk Running Slope 4.55 0.09 2.0% 0.5% to 5.0% L3237 34+76.70 20.5&- 693.50 L3228 L3224 Sidewalk Running Slope 5.73 0.01 0.2% 0.5% to 5.0% Drainage Issues were considered L3228 L3213 Crosswalk Cross Sloe - Yield Condition 6.00 0.09 1.57. 0.0'% to 2.07. L3229 L3228 Sidewalk Running Slope 33.28 D.19 0.6% 0.5'/. to 5.0% L3229 L3231 Crosswalk Cross Sloe - Yield Condition 6.00 0.12 2.0% 0.07. to 2.0% L3230 L3229 Sidewalk Running Slope 36.50 0.18 0.5% 0.5% to 5.07. Drainage Issues were considered L3230 L3208 Crosswalk Cross Slope - Yield Condition 6.00 0.11 1.8% 0.0% to 2.0% L3231 L3213 Sidewalk Running Slope 33.28 0.16 0.5% 0.5% to 5.0% Drainage Issues were considered L3232 L3212 Sidewalk Running Slope 0.49 0.01 2.0% 0.5% to 5.0% L3235 L3225 Sidewalk Running Slope 20.50 0.41 2.0% 0.5% to 5.0% L3235 L3221 Sidewalk Running Slope 2.60 0.05 i.9'/. 0.5% to 5.0% L3236 L3201 Sidewalk Running Slope 2.50 0.05 2.0% 0.5% to 5.0% L3236 L3237 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.57. 0.0'% to 5.0'% L3236 L3234 Sidewalk Running Slope 20.50 0.41 2.07. 0.5% to 5.07. L3237 L3232 Sidewalk Running Slope 2.50 0.05 2.0% 0.5% to 5.07. L3237 L3233 Sidewalk Running Slope 20.50 0.41 2.0% 0.5% to 5.0% L3301 L3301 L3302 L3302 L3303 L3303 L3303 L3304 L3306 L3306 7.3308 L3302 L3342 L3303 L3318 L3317 L3306 L3304 L3305 L3307 L3305 7.3307 Sidewalk Running Slope Sidewalk Running Slope Ramp Running Slope Ramp Cross Slope Landing/Turning Landing/TurningSpace Landing/Turning Landing/Turning5 ace6.90 Sidewalk RunningSlope Sidewalk Cross Slope Landing/TurningSpace Sidewalk Running Slope Landing/Turning /Turnin Space 1.96 10.41 4.68 4.00 4.00 19.95 8.00 11.34 17.63 11.32 0.03 0.15 0.37 0.00 0.00 0.10 0.23 0.16 0.14 1 0.29 0.12 1.5% 1.4% 7.9% 0.0% 0.0% 1.4% 1.2% 2.0% 1.2% 1.6% 1.1% 0.5% 0.5% 0.5% 0.1% 0.1% 0.1% 0.5% 0.5% 0.1'/. 0.5% 0.1% to to to to to to to to to to [0 5.0% 5.0% 8.3% 2.0% 2.0% 2.0% 5.0% 2.0% 2.0% 5.0% 2.0% Yes Yes _ Drainage issues were considered Drainage Issues were considered _ _ _ Proposed sloe is maximum allowed _ L3301 L3302 L3303 L3304 L3305 L3306 L3307 L3308 L3309 L3310 7.3311 I 40+43.85 40+43.85 40+43.85 40+24.81 40+24.02 40+41.10 40+50.86 40+59.00 40+68.78 40+72.73 40+63.15 -30.91 -32.87 -37.55 -31.99 -39.94 -43.88 -49.59 -57.42 -77.62 -76.97 -54.02 693.68 693.71 694.08 694.31 694.47 694.18 694.32 694.20 694.42 694.34 694.12 No: 091@3 OEsmIEO e5-: s. sovEes No ogre BY sEvmo, oEsrnlPna+ LOWER MUSCATINE ROAD IMPROVEMENTS STP -1.1-371 5(654)--70-52 IPHWECT PPWECT GATE: CHECKED BY: 5. s0VEe3 ceo DATE: Trzsrzolz s:3on4 Pm DRAWN BY, I I Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE I I S.15 1 CAO FILE: x:\CINE\2o09\091023\CAO\Plaro\09102150LwR IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT PROJECT ND: 091023 DESIGNED BY: 5. SOVERS LOWER INE ROAD IMPROVEMENTSCAD STP.U-3715(654)--70-52 SHEEJNO PROJECT DATE: CHEMED 9Y: s. SOVERs DATE: 7i2si201z 6:30:35 PM oRAwx er: CAD FILE: %:\CR\1E\2009\091023\CAO\Plana\o91033_501.aht IW= -- 113-10 RKWOOMUSCA FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA I PEDESTRIAN RAMP LAYOUT S. SIDEWALK COMPLIANCE I Does not Include curb 10-16-12 (DStaking required by Contracting Authority per Article 2511.03 of the Standard Specifications. See S Sheets Staking FOR INFORMATION ONLY: Acceptable Requl red VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance* d Elevation Slope Constructed Range on this Remarks Ouadrant7 Point Station Offset Elevation FT FT % Pos. or Ne . 1 L3308 L3309 Sidewalk Running Slope 22.65 0.22 1.0% 0.577. to 5.0% L3312 40+67.75 -53.42 693.75 L3310 7.3309 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sloe is maximum allowed L3313 40+69.83 -53.15 693.72 L3311 L3308 Landing/Turning Space 5.37 0.08 1.5% 0.1% to 2.0% L3314 40+67.24 -49.45 693.75 L3311 L3315 Landin /Turning Space 4.00 0.00 0.0% 0.1'/. to 2.0% Drainage issues were considered L3315 40+62.64 -50.05 694.12 L3311 7.3310 Sidewalk Runnin Slo a 25.09 0.22 0.9% 0.5% to 5.0% L3316 40+55.24 -43.80 694.21 L3312 L3311 Ram RunningSlope 4.64 0.37 8.0% 0.5% to 8.3% Yes 7.3317 40+47.85 -37.55 694.08 L3312 7.3314 Ra Cross Slope 4.00 0.00 0.0% 0.1% to 2.0% Drainage issues were considered L3318 40+47.85 -32.87 693.71 7.3313 7.3312 Sidevalk Runnin Slope a 2.09 0.03 1.4% 0.5% to 5.0% L3319 40+47.85 -20.50 693.88 L3313 13339 Sidewalk Running Slope 5.37 0.10 1.97. 0.57. to 5.0% L3320 41+28.96 -46.00 693.67 L3314 L3315 Ramp Running Slope 4.64 0.37 8.0% 0.5% to 8.3% Yes L3321 41+32.14 -45.64 693.93 L3314 L3338 Sidewalk Running Slope 7.46 0.11 1 1.5% 0.5% to 5.0% L3322 41+36.36 -45.17 694.27 L3315 L3316 Landing/Turning Space 9.68 0.09 0.9% 0.1% to 2.07. 7.3323 41+29.08 -77.37 694.26 L3316 L3307 Landing/Turning Space 7.26 0.11 1.5% O.1% to 2.07. L3324 41+33.03 -76.76 694.34 L3317 L3316 Landin /Turnip Space 9.68 0.13 1.3% 0.1% to 2.0% 7.3325 41+39.67 -47.42 694.33 L3318 L3317 Ra Runnin Slope 4.68 0.37 7.9% 0.5%to 8.3% Yes L3326 41+51.13 -36.18 694.56 L3318 L3319 Sidewalk Running Slope 12.37 0.17 1.4% 0.5% to 5.0% L3327 41+72.63 -29.51 695.29 L3319 7.3415 Sidewalk Running Slope 20.50 0.33 1.6% 0.5% to 5.07. L3328 41+72.54 -25.51 695.21 1-3320 L3321 I Sidewalk Running Slope 3.20 0.06 1.9% 0.5'/. to 5.07. L3329 41+48.94 -32.83 694.50 L3321L3322 Ramp Run ing Slope 4.25 0.34 8.0% 0.5% to 8.3% Yes L3330 41+48.94 -28.81 694.18 L3321 L3335 Ra Cross Slope 4.00 0.00 0.0% 0.1% to 2.0% Draina a issues were considered L3331 41+48.94 -26.42 694.16 L3322 L3334 Landing/Turning Space 4.00 0.00 0.0% 0.1% to 2.0'7. Drainage issues were considered L3332 41+44.94 -28.81 694.12 L3322 L3325 Landing/Turning Space 4.00 0.06 1.5% 0.17. to 2.0% 03333 41+44.94 -32.83 694.44 7.3323 7.3322 Sidewalk Running Slope 33.80 0.01 0.077. 0.57. to 5.0% Drainage issues were considered L3334 41+35.92 -41.20 694.27 7.3323 7.3324 Sidewalk Cross Slope 4.00 --0. -08 2.07. 0.57 to 2.07 Yes Proposed sloe is maximum allowed L3335 41+31.69 -41.67 693.93 L3325 7.3326 Landing/Turning Space 16.16 0.23 1.4% 0.1% to 2.0% L3336 41+18.46 -43.15 693.86 L3325 L3324 Sidewalk Running Slope 33.80 0.01 0.0% 0.5% to 5.07. Draina a issues were considered L3337 40+96.10 -45.65 694.31 L3326 L3327 Sidewalk Running Slope 22.81 0.73 3.27. 0.5% to 5.07. L3338 40+74.63 -48.48 693.86 L3328 L3327 Sidewalk Cross Slope 4.00 0.08 2.07. 0.5% to 2.0% Yes Proposed sloe is maximum allowed L3339 40+75.15 -52.45 693.82 13329 L3326 I Landing/TurningLanding/Turning Space 4.00 0.06 1.5% 0.1% to 2.0% L3340 40+96.55 -49.62 694.27 L3329 L3328 Sidewalk Running Slope 25.03 0.71 2.8% 0.5% to 5.0% L3341 41+18.91 -47.12 693.82 L3330 L3329 Ra RunningSlope 4.00 0.32 8.0% 0.5% to 8.3% Yes L33 22 40+43.85 -20.50 693.83 L3331 L3330 Sidewalk Running Slope 2.39 0.02 0.8% 0.57. to 5.0% L3343 41+48.94 -20.50 694.25 L3331 L3343 Sidewalk Running Slope 5.92 0.09 1.57. 0.57. to 5.07. L3344 41+44.94 -20.50 694.23 7.3332 L3333 Ramp R nning Slope 4.00 0.32 8.07. 0.5% to 8.37. Yes L3332 L3330 Ramp Cross Slope 4.00 0.06 1.5% 0.17. to 2.07. L3332 L3344 Sidewalk Running Slope 8.31 0.11 1.3% 0.5% to 5.0% L 3333 03329 Landing/Turning Space 4.00 0.06 1.5'% 0.1% to 2.0'% L3334 L3333 Landin /Turning Space 12.31 0.17 1.4% 0.1% to 2.0% L3335 L3334 Ramp Running Slope 4.25 0.34 8.0% 0.5% to 8.3% Yes L3336 L3337 Sidewalk Running Slope 22.50 0.45 2.0% 0.5% to 5.0% L3336 L3335 Sidewalk Running Slope 13.31 0.07 0.5% 0.5% to 5.0% Drainage issues were considered L3338 L3337 Sidewalk Running Slope 22.50 0.45 2.0% 0.57. to 5.0% L3339 L3338 Crosswalk Cross Sloe - Yield Condition 4.00 0.04 I.0% 0.0% to 2.077 L3339 L3340 Sidewalk Running Slope 22.50 0.45 - 2.0'7 0.57. to 5.07. L3340 L3337 Crosswalk Cross Sloe - Yield Condition 4.00 0.04 1.0% 0.07. to 2.07. L3341 L3340 Sidewalk Running Slope 22.50 0.45 2.07. 0.5% to 5.07. - - L3341 L3336 Crosswalk Cross Slope - Yield Condition 4.00 0.04 1.0'7 0.0% to 2.0'7 L3341 L3320 Sidewalk Running Slope 10.11 0.05 1 0.5% 0.57. to 5.0'/, Drainage Issues were considered 7.3342 7.3319 Crosswalk Cross Slope - No Yield Condition 4.00 0.05 1 1.2% 0.07. to 5.O% L3342 L3416 Sidewalk Running Slope 20.50 0.36 1 1.8'7. 0.57. to 5.0% 7.3343 7.3444 Sidewalk Running Slope 20.50 0.42 2.0% 0.5% to 5.0% L3344 L3343 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.5% 1 0.0% to 5.0% ENL3401 L3344 L3443 Sidewalk Running Slope 20.50 0.38 1.9% 0.57. to 5.0% L3401 -04 1-3 Crosswalk Cross Slope - No Yield Condition 4.00 0.06 1.57. 0.07. to 5.0% 40+43.84 27.42 694.28 L3401 L3402 Sidewalk RunningSlope 2.57 0.10 3.9% 0.5% to 5.0% L3402 40+43.84 30.04 694.38 L3402 L3412 Ramp Cross Slope 4.00 0.00 0.0% 0.17. to 2.0% Drainage issues were considered 7.3403 40+43.84 34.55 694.74 L3402 L3403 Ra RunningSlope 4.50 0.36 8.0% 0.5% to 8.3% Yes L3404 40+41.54 37.82 694.80 L3403 _L34 1-1 Landin /Turnln Space 4.00 0.00 O.0% 0.1% to 2.0% Drainage issues were considered L3405 40+52.77 49.91 695.11 L3403 L3404 Landin /Turnln S ace 4.00 0.06 1.5% 0.17. to 2.0'7 _ _ _ L3406 40+56.20 47.86 695.05 L3404 L3405 Landin /Turnip Space 16.63 0.31 1.9% 0.1% to 2.0'7 Yes _ _ L3407 40+60.77 47.89 694.83 L3406 L3405 Landing/Turning Space 4.00 0.06 -1 57 0.17. to 2.07. L3408 40+63.08 47.90 694.87 L3407 L3406 Ramp Running Slope 4.58 0.224.8% 0.5% to 8.3% L3409 40+60.80 43.89 694.77 7.3407 7.3408 Sidewalk RunningSlope 2.31 0.04 1.7% 0.5% to 5.0% 7.3410 40+56.23 43.86 694.99 L3408 L3422 Sidewalk RunningSlope 5.19 0.08 1 1.5% 0.5% to 5.07. ___ _ L3411 40+47.84 34.55 694.74 L3409 7.3410 Ra Runninq Slope 4.58 0.22 1 4.87. 0.5% to 8.3% L3412 40+47.84 30.04 694.38 13409 L3407 Ra Cross Slope 4.00 0.06 1.57. 0.1% to 2.0% 1 L3413 40+47.84 27.42 694.34 PROJECT ND: 091023 DESIGNED BY: 5. SOVERS LOWER INE ROAD IMPROVEMENTSCAD STP.U-3715(654)--70-52 SHEEJNO PROJECT DATE: CHEMED 9Y: s. SOVERs DATE: 7i2si201z 6:30:35 PM oRAwx er: CAD FILE: %:\CR\1E\2009\091023\CAO\Plana\o91033_501.aht IW= -- \`"s"�/ Foth V RKWOOMUSCA FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA I PEDESTRIAN RAMP LAYOUT S. oes not Include curb N takingrequired b Contract) Authorityr Article 2511.03 of the Standard Specifications. NO DATE BY REVISIM EMPION - SIDEWALK COMPLIANCE10-16-12 See S Sheets STP -U-3715(654)-70.52 113-10 Point to Point Sidewalk Designation g Distance* FT A Elevation FT Slope % Acceptable Constructed Range Pos. or Neg.i to iIng Required on this Ouadrant7 Remarks VALUES Point FOR INFORMATION ONLY: USED TO DETERMINE DESIGNED Station Offset SLOPES Elevation L3409 L3418 Sidewalk Running Slope 2.31 0.03 1.3% 0.5% to 5.0% L3414 40+47.85 20.50 694.25 L3410 L3406 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.1% to 2.0% L3415 40+47.85 0.00 694.21 L3411 L3410 Landing/Turning Landing/TurningSpace 12.50 0.25 2.07. 0.17. to 2.0% Yes Proposed sIo a is maximum allowed L3416 40+43.85 0.00 694.19 L3412 L3411 Ramp Running Slope 4.50 0.36 8.0% 0.57 to 8.3% Yes 13417 40+43.85 20.50 694.21 L3413 L3412 I Sidewalk Running Slope 2.57 0.04 1.6% 0.5% to 5.0% L3418 40+63.10 43.90 694.80 L3414 L3413 I Sidewalk Running Slope 6.97 0.09 1.3% 0.5% to 5.0% L3419 40+68.29 43.94 694.88 L3415 L3414 Sidewalk Running Slope 20.50 0.04 1 0.2% 0.5% to 5.07 Drainage issues were considered L3420 40+90.79 44.10 695.34 L3416 L3415 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 1 0.5% 0.0% to 5.0% L3421 40+90.76 48.10 695.41 L3416 L3417 Sidewalk Running Slope 20.50 0.02 0.1% 0.5% to 5.0% Drainage Issues were considered L3422 40+68.26 47.94 694.95 L3417 L3414 Crosswalk Cross Slope - No Yield Condition 4.00 0.04 1.0% 0.07. to 5.0% L3423 41+14.10 43.87 694.88 L3417 L3401 Sidewalk Running Slope 6.97 0.07 1.0% 0.57. to 5.0% L3424 41+26.81 43.72 694.95 1-3418 L3408 Crosswalk Cross Sloe - Yield Condition 4.00 0.07 1.8% 0.07.. to 2.07 L3425 41+30.28 43.69 694.97 L3418 L3419 Sidewalk Running Slope 5.I9 0.08 1.5% 0.5% to 5.0% L3426 41+34.76 43.63 695.33 L3419 L3422 Crosswalk Cross Slope - Yield Condition 4.00 0.07 1.8% 0.0% to 2.0% L3427 41+44.93 37.21 695.21 L3419 L3420 Sidewalk Running Slope 22.50 0.46 2.0% 0.5% to 5.0% L3428 41+44.93 32.52 694.83 L3420 L3421 Crosswalk Cross Slope - Yield Condition 4.00 0.07 1.7% 0.0% to 2.0% L3429 41+44.93 30.62 694.80 L3422 L3421 Sidewalk Running Slope 22.50 0.46 2.0% 0.5% to 5.07. L3430 41+44.94 20.50 694.63 L3423 L3420 Sidewalk Running Slope 22.50 0.46 2.0% 0.5% to 5.07. L3431 41+48.94 20.50 694.65 L3423 L3442 Crosswalk Cross Sloe - Yield Condition 4.00 0.08 2.0% 0.0% to 2.07. L3432 41+48.93 30.62 694.80 L3423 L3424 Sidewalk Running Slope 12.71 0.07 0.6% 0.5% to 5.07. L3433 41+48.93 32.52 694.85 L3424 L3441 Crosswalk Cross Slope - Yield Condition 4.00 0.08 2.0% 0.0% to 2.0% L3434 41+48.93 37.21 695.23 L3424 L3425 Sidewalk Running Slope 3.47 0.02 0.6% 0.5% to 5.0% L3435 41+65.60 32.47 695.43 L3425 L3426 Ramp Running Slope 4.48 0.36 8.07. 0.57. to 8.3% Yes L3436 41+66.00 36.45 695.51 L3425 L3440 Ramp Cross Slope 4.00 0.06 1.57. 0.1% to 2.0% L3437 41+50.69 40.81 695.29 L3426 L3439 Landing/Turning Landing/TurningSpace 4.00 0.06 1.57. 0.17. to 2.0% L3438 41+37.71 50.38 695.45 L3427 L3426 Landing/Turning Landing/TurningSpace 12.00 0.12 1.0% 0.17. to 2.0% L3439 41+34.80 47.63 695.39 L3427 L3434 I Landing/TurningLanding/Turning Space 4.00 0.02 0.5% 0.17. to 2.0% L3440 41+30.32 47.68 695.03 L3428 L3427 Ramp Running Slope 4.70 0.38 8.1% 0.57. to 8.37, Yes L3441 41+26.85 47.72 695.03 L3428 L3433 Ramp Cross Slope 4.00 1 0.02 0.5% 0.17. to 2.07. L3442 41+14.15 47.87 694.96 L3429 L3428 Sidewalk Running Slope 1.90 1 0.03 1.6% 0.5% to 5.0% L3443 41+44.94 0.00 694.61 L3429 L3432 Crosswalk Cross Slope - No Yield Condition 4.00 0.00 0.0% 0.0% to 5.07. L3444 41+48.94 0.00 694.67 L3430 L3429 Sidewalk Running Slope 10.12 0.17 1.7% 0.57. to 5.0% L3430 L3431 Crosswalk Cross Slope - No Yield Condition 4.00 0.02 0.5% 0.0% to 5.0% L3431 L3432 Sidewalk Running Slope 10.12 0.15 1.5% 0.5% to 5.0% L3431 L3444 Sidewalk Running Slope 20.50 0.02 0.1% 0.5% to 5.0% Drainacle issues were considered r7/ L3432 L3433 Sidewalk Running Slope 1.90 0.05 2.6% 0.5% to 5.0% cn L3433 L3434 Ramp Running Slope 4.70 0.38 8.1% 0.5% to 8.3% Yes L3434 L3437 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.177. to 2.07. L3434 L3435 Sidewalk Running Slope 17.42 0.20 1.1% 0.57. to 5.07. ` L3435 L3436 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed slope Is maximum allowed -'�- L3437 L3438 Landing/Turning Landing/TurningSpace 16.21 0.16 1.0% 0.17. to 2.0% L3437 L3436 Sidewalk Running Slope 16.16 0.22 1.47.. 0.57. to 5.0% L3439 L3438 Landing/Turning Landing/TurningSpace 4.00 0.06 1.5% 0.17. to 2.07. L3440 L3441 Sidewalk Running Slope 3.47 0.00 0.0% 0.57. to 5.0% Drainage issues were considered L3440 L3439 Ramp Running Slope 4.48 0.36 8.0% 0.57. to 8.3% Yes _ L3442 L3421 Sidewalk Running Slope 22.50 0.45 2.0% 0.5% to 5.07. -- L3442 L3441 Sidewalk Running Slope 12.71 0.07 0.6% 0.5% to 5.07. L3443 L3430 Sidewalk Running Slop a 20.50 0.02 0.1% 0.5% to 5.07. Drainage issues were considered L3443 L3444 Crosswalk Cross Slope - No Yield Condition 4.00 0.06 1.5% 0.07. to 5.0% L3502 L3501 Match Existing Cross Slope 4.00 0.05 1.2% Match Existing L3501 165+00.20 -31.03 690.89 L3503 L3523 Landing/Turning Landing/TurningSpace 4.00 0.05 1.3% 0.1% to 2.07. L3502 165+04.20 1 -31.02 690.84 L3503 L3502 Ramp Running Slope 5.94 0.30 5.1% 0.5% to 8.3% L3503 165+04.18 -25.09 690.54 L3504 L3522 Landing/Turning Landing/TurningSpace 6.00 0.08 1.3% 0.1% to 2.0% L3504 165+05.17 -21.08 690.50 L3504 L3503 Landing/Turning Landing/TurningSpace 4.12 0.04 1.0% 0.1% to 2.0% L3505 165+05.15 -15.08 690.02 L3505 L3504 Ramp Running Slope 6.00 0.48 8.0% 0.5% to 8.3% Yes L3506 165+05.15 -12.51 690.07 L3505 L352I Ramp Cross Slope 6.00 0.08 1.3% 0.1% to 2.07. L3507 165+05.15 0.00 690.32 L3505 L3506 Sidewalk Running Slope 2.58 0.05 1.9% 0.57. to 5.0% L3508 165+05.15 13.29 690.60 L3506 L3519 Crosswalk Cross Slope - Yield Canditlon 6.00 0.10 1.7% 0.0% to 2.0% L3509 165+05.15 15.71 690.64 L3506 L3507 Sidewalk Running Slope 12.50 0.25 2.0% 0.57. to 5.0% L3510 165+05.15 21.71 691.00 L3507 L3518 Crosswalk Cross Slope - Yield Condition 6.00 0.10 1.7% 0.0% to 2.0% L3511 165+05.15 27.71 691.09 L3507 L3508 L3508 L3509 L3509 13510 L3508 L3517 L3509 L3516 L3510 L3515 Sidewalk Running Slope Crosswalk Cross Sloe - Sidewalk Running Slope Ramp Cross Slope Ra RunningSlope Landing/Turning /Turnin ace Yield Condition 13.30 6.00 2.42 6.00 6.00 6.00 0.28 0.09 0.04 0.09 1 0.36 0.09 2.1% 1.5% 1.17. 1.5% 6.0% 1.5% 0.57. 0.0% 0.5% 1 0.1% 0.5% 0.1% to to to to to to 5.0% 2.0% 5.07. 2.0% III 2.0% L3512 L3513 L3514 _ L3515 L3516 L3517 165+17.74 165+11.74 1 164+99.15 164+99.15 1 164+99.15 164+99.15 47.30 47.21 27.71 2L. 15.71 13.30 691.80 691.92 691.18 691.09 690.73 690.69 PROJECT W. 091023 PROJECT GATE, CAD 7/25/2012 OESIWEO BY, S. SOVM CHECKED BY, S. SOVEI IN IRAVN Br, NO DATE BY REVISIM EMPION - r`` FO`� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE STP -U-3715(654)-70.52 SWET W. S.17 GATE, B.Mas cAa PaE, K,\CR\IE\2009\091023\CAO\Pl�n\091W1501aM1A sown clTr, Iowa PEDESTRIAN RAMP LAYOUT r Does rat i Include curb Stakln required b ContractingAuthorityper Article 2511-03 of the Standard S eclflcatlons. SIDEWALK COMPLIANCE See S Sheets LOWER MUSCATINE ROAD IMPROVEMENTS 113-10 10-16-12 Point to Point Sidewalk Designation Distance* FT A Elevation FT Slope P % Acceptable Constructed Range Pos. or Neg. Staking Required on this Quadrant? i Remarks FOR INFORMATION VALUES USED TO DETERMINE Point Station ONLY: DESIGNED SLOPES Offset Elevation L3510 L3511 Landlng/Turning Space 6.00 0.09 1.5% 0.17. to 2.0% L3518 164+99.15 0.00 690.42 L3511 L3514 Landing/Turning Landing/TurningSpace 6.00 0.09 1.57. 0.17. to 2.07. L3519 164+99.15 -12.50 690.17 L3511 L3524 Sidewalk RunnInQ Slope 3.77 0.15 4.0% 0.57. to 5.02 L3520 164+99.15 -13.02 690.16 L3512 L3513 Sidewalk Cross Slope 6.00 0.12 2.0% 0.5/. to 2.07. Yes Proposed sloe Is maximum allowed L3521 164+99.15 -15.10 690.10 L3514 L3526 Sidewalk Running Slope 9.43 0.15 1.6% 0.5% to 5.0% L3522 164+99.17 -21.10 690.58 L3515 L3514 Landing/Turning ace 6.00 0.09 1.5% 0.1% to 2.07. L3523 165+00.18 -25.10 690.59 L3516 L3515 Ramp Run n Ing Slope 6.00 0.36 1 6.0% 0.5% to 8.37. L3524 165+06.80 30.95 691.24 L3517 L3516 Sidewalk Running Slope 2.42 0.04 1.7% 0.5% to 5.0% L3525 165+11.14 34.10 691.45 L3518 L3517 Sidewalk Running Slope 13.30 0.27 2.0% 0.5% to 5.07. L3526 165+03.27 35.80 691.33 L3519 L3518 Sidewalk Running Slope 12.50 0.25 2.0% 0.5% to 5.0% L3527 165+07.62 38. 691.54 L3521 L3522 Ramp Running Slope 6.00 0.48 8.0% 0.5% to 8.3% Yes '-- L3521 L3520 Sidewalk Running Slope 2.09 0.06 2.9% 0.5% to 5.0% L3522 L3523 Landing/Turning Landing/TurningSpace 4.12 0.01 0.2% 0.1% to 2.0% --1 L3523 L3501 Ramp Runn Ing SIo a 5.94 0.30 5.1% 0.5% to 8.3% - L3524 L3526 Sidewalk Cross Slope 6.00 0.09 1.5% 0.5% to 2.0% -- L3524 L3525 Sidewalk Runn Ing SIo a 5.37 0.21 3.9% 0.57. to 5.0% L3525 L3527 I Sidewalk Cross Slope 6.00 0.09 1 1.5% 0.5% to 2.0% L3525 L3512 Sidewalk Running Slope 15.34 0.35 1 2.3% 0.5% to 5.0% L3526 L3527 Sidewalk Running Slope 5.37 0.21 1 3.9% 0.5% to 5.07. _ L3527 L3513 Sidewalk Running Slope 9.59 0.38 1 4.0% 0.5% to 5.0% ' L3601 L3602 Sidewalk Running Slope 1.43 0.05 3.57. 0.5% to 5.0% L3601 125+49.01 -16.97 703.09 L3602 L3603 Ramp Running Slope 6.58 0.53 8.1% 0.5% to 8.3% Yes L3602 125+49.00 -18.40 703.14 L3603 L3604 Landing/Turning Landing/TurningS ace 4.00 0.06 1.5% 0.1% to 2.0% L3603 125+48.96 -24.98 703.67 L3604 L3605 Sidewalk Running Slope 4.25 0.21 4.9% 0.5% to 5.0% Yes L3604 125+48.94 -28.98 703.73 L3605 L3607 Sidewalk Running Slope 23.82 0.65 2.77. 0.5% to 5.0% L3605 125+48.91 -33.23 703.94 L3608 L3607 Match Existing Cross Slope 4.00 0.12 3.0% Match Existing L3606 125+49.04 -33.72 703.94 L3610 L3605 Sidewalk Cross Slope 4.00 0.08 2.0% 0.5% to 2.0% Yes Proposed sloe 1s maximum allowed L3607 125+54.69 -56.33 704.59 L3610 L3608 Sidewalk Running Slope 24.40 0.61 2.5% 0.5% to 5.0% L3608 125+58.83 -56.42 704.47 L3611 L3604 Landing/Turning Landing/TurningSpace 4.00 0.04 1 1.0% 0.17. to 2.07. L3604 125+58.57 -55.36 704.51 L3611 L3610 Sidewalk Running Slope 3.75 0.17 4.5% 0.5/. to 5.0% Yes L3610 125+52.92 -32.75 703.86 L3612 L3611 Ramp Running Slope 7.23 0.50 6.97. 0.57. to 8.3% L3611 125+52.94 -29.00 703.69 L3613 L3612 Sidewalk Running Slope 1.85 0.05 2.77. 0.5% to 5.0% L3612 125+60.19 -29.00 703.19 L3615 L3614 Sidewalk Running Slope 13.10 0.23 1.8% 0.5% to 5.0% L3613 125+62.05 -29.00 703.14 L3616 L3615 Sidewalk Running Slope 12.56 0.17 1.4% 0.57. to 5.0% L3614 125+62.34 -30.01 703.15 L3617 L3618 Sidewalk Running Slope 1.31 0.00 DAY. 0.57. to 5.0% Drainage Issues were considered L3615 125+75.43 -30.05 702.92 L3618 L3619 Ramp Running Slope 7.56 0.23 3.07. 0.57. to 8.3% L3616 125+87.98 -30.09 702.75 L3630 L3629 Ramp Running Slope 7.36 0.58 7.9% 0.57. to 8.37. Yes L3617 125+88.12 -29.10 702.73 L3630 L3632 Ramp Cross Slope 4.00 0.07 1.87. 0.17. to 2.0% Yes L3618 125+89.43 -29.10 702.73 L3631 L3630 Sidewalk Running Slope 1.10 0.05 4.57. 0.57. to 5.07. Yes L3619 125+96.98 -29.09 702.96 L3632 L3633 Ramp Running Slope 7.36 0.51 6.97. 0.57. to 8.3% L3620 I 125+96.87 -41.09 703.49 L3633 L3619 Match Existing Cross Slope 4.00 0.00 0.07. Match Existing 1-3621 125+96.83 -45.09 703.63 L3633 L3629 Match Existing Cross Slope 4.00 0.00 0.0% Match Existing L3622 126+00.83 -45.08 703.76 L3634 L3618 Ramp Cross Slope 4.00 0.08 2.0% 0.1% to 2.0% Yes Proposed sloe Is maximum allowed L3623 126+00.87 -41.08 703.57 L3634 L3633 Ramp Running Slope 7.56 0.31 4.1% 0.5% to 8.3'/. L3624 126+00.98 -29.08 703.02 L3635 L3636 Sidewalk Running Slope 1.87 0.09 4.8% 0.5% to 5.0% Yes L3625 126+12.98 -29.06 703.15 L3636 L3637 Sidewalk Running Slope 12.56 0.11 0.9% 0.5% to 5.0% L3626 126+16.98 -29.06 703.19 L3636 L3616 Crosswalk Cross Slope - Yield Condition 6.00 0.03 0.5% 0.07. to 2.0% L3627 126+16.98 -25.06 703.10 L3637 L3638 Sidewalk Running Slope 13.10 0.24 1.8% 0.5% to 5.0% L3628 126+12.98 -25.07 703.07 L3637 L3615 Crosswalk Cross Slope - Yield Condition 6.00 0.09 1.5% 0.0% to 2.0% L3629 126+00.98 -25.09 702.96 L3638 L3639 Sidewalk Running Slope 2.83 0.05 1.8% 0.5% to 5.0% L3630 126+00.98 -17.73 702.38 L3638 L3614 Crosswalk Cross Slope - Yield Condition 6.00 0.08 1.3% 0.07. to 2.0% L3631 126+00.98 -16.63 702.33 1-3640 L3641 Ramp R nning Slope 7.23 0.50 6.97. 0.57. to 8.3% L3632 125+96.98 -17.73 702.45 L3640 L3612 Ramp Cross Slope 4.00 0.06 1.5% 0.17. to 2.07. L3633 I 125+96.98 -25.09 702.96 L3641 L3611 Landing/Turning Landing/TurningSpace 4.00 0.06 1 1.5% 0.1% to 2.07. L3634 125+89.36 -25.10 702.65 L3641 L3603 Landing/TurningSpace 4.00 0.04 1.0% 0.1% to 2.0% L3635 125+89.88 -24.10 702.63 L3642 L3641 Ra RunningSlope 6.58 0.53 8.1% 0.5% to 8.3% Yes L3636 125+88.01 -24.09 702.72 L3642 L3602 Ra Cross Slope 4.00 0.04 1.0% 0.1% to 2.0% L3637 125+75.47 -24.05 702.83 L3643 L3644 Sidewalk RunningSlope 1.84 0.01 0.5% 0.5% to 5.0% Drainage issues were considered L3638 125+62.36 -24.01 703.07 L3644 L3645 Ra RunningSlope 4.67 0.31 6.6% 0.5% to 8.3% L3639 125+59.52 -24.00 703.12 L3645 L3650 Landing/TurningSpace 8.00 0.04 0.5% 0.1% to 2.0% L3640 125+60.19 -25.00 703.13 L3645 L3646 Sidewalk RunningSlope 8.00 0.20 2.5% 0.5% to 5.0% L3641 125+52.96 -25.00 703.63 L3646 L3649 Sidewalk Cross Slope 8.00 0.04 0.5% 0.5% to 2.0% Drainage Issues were considered 1-3642 125+53.00 -18.42 703.10 L3646 L3647 Sidewalk RunningSlope 8.13 0.20 2.5% 0.5% to 5.0% L3643 125+49.18 17.49 702.84 L3647 L3649 L3650 L3648 L3648 L3649 Match Existing Cross Slope Sidewalk Running Slope Sidewalk RunningSlo a 1 3.89 1 8.48 8.00 0.04 0.20 0.20 1.0% 2.4% 2.5% 0.5% 0.5% to to 5.0% 5.0% Match Existing L3644 L3645 L3646 125+49.18 125+49.20 125+41.20 19.33 24.00 24.00 702.85 703.16 703.36 PROJECT AD, 091023 DESIGNED BY: S. SOVERS NO DATE 1 BY REVISim! DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(854)-70.52 SHEET W. PRWECT DATE. CHECKED BY: S. BOYERS Foth FROM KIRKWOOD AVENUE TO IST AVENUE S.� 8 CAD DATE. 7/25/2012 6:30:36 PM ORAMN BY: PEDESTRIAN RAMP LAYOUT UD FiLEr K:\CR\1E\2009\091023\CAO\Plain\p91023.501.aHt IOWA CITY, IOWA - Does not Include curb I Stakln required b Contracting Authority r Article 2511.03 of the Standard eclfications. NO DATEBY REVISION DESCRIPTION SIDEWALK COMPLIANCE See S Sheets LOWER INE ROAD IMPROVEMENTS STP -U-3715(654)-70.52 113-10 10-I6-12 Point to Point Sidewalk Designation Distance FT d Elevation FT Slo a p % Acceptable Constructed Range Pos. or Neg. Staking Required on this Ouadrant7 I Remarks VALUES Point FOR INFORMATION ONLY: USED TO DETERMINE DESIGNED Station Offset SLOPES Elevation L3650 L3651 Sidewalk Running Slope 8.00 0.08 1.07. 0.5% to 5.07. L3647 125+33.17 25.26 703.56 L3651 L3652 Sidewalk Running Slope 8.00 0.07 0.9% 0.5% to 5.0% 131548 125+33.16 29.15 703.60 L3653 L3652 Sidewalk Cross Slope 4.00 0.D8 2.07.. 0.5% to 2.0% Yes Proposed sloe Is maximum allowed L3649 125+41.23 32.00 703.40 L3654 L3653 Sidewalk Runn Ing SIo a 8.00 0.05 0.67. 0.5% to 5.07. Drainage Issues were considered I L3650 125+49.23 32.00 703.20 L3654 L3651 Sidewalk Cross Slope 4.00 0.06 1.5% 0.5% to 2.07. L3651 125+49.26 40.00 703.28 L3655 L3650 I Landing/TurningLanding/Turning Space 4.00 0.06 1.5% 0.1% to 2.O% L3652 125+49.26 48.00 703.35 L3655 L3654 Sidewalk Running Slope 8.00 0.08 1.0% 0.5% to 5.0% L3653 125+53.26 48.00 703.27 L3656 L3655 Ramp Running Slope 5.37 0.43 8.0% 0.5% to 8.3% Yes L3654 125+53.26 40.00 703.22 L3657 L3656 Sidewalk Running Slope 3.87 0.15 3.9% 0.57. to 5.07. L3655 125+53.23 32.00 703.14 L3657 L3673 Crosswalk Cross Sloe - Yield Condition 8.00 0.08 1.07. 0.07. to 2.07. L3656 125+58.57 32.00 702.71 L3658 L3657 Sidewalk Running Slope 13.25 0.00 0.0% 0.57. to 5.0% Drainacte Issues were considered L3657 125+62.45 32.00 702.56 L3658 L3672 Crosswalk Cross Sloe - Yield Condition 8.00 0.01 0.1% 0.07. to 2.0% L3658 125+75.73 32.00 702.56 L3659 L3658 Sidewalk Running Slope 12.75 0.35 2.7% 0.5% to 5.0% L3659 125+88.45 32.00 702.21 L3659 L3671 Crosswalk Cross Slope - Yield Condition 8.00 0.04 0.5% 0.0% to 2.0% L3660 125+91.77 32.00 702.30 L3659 L3660 Sidewalk Running Slope 3.33 0.09 2.7% 0.5/, to 5.0% L3661 125+%.98 32.00 702.67 L3660 L3661 Ramp Running Slope 5.21 0.37 7.1% 0.5% to 8.3% L3662 126+00.98 32.00 702.73 L3661 L3662 I Match Existing Cross Slope 4.00 0.06 1.5% Match Existing L3663 126+08.98 32.00 702.78 L3662 L3663 Sidewalk Running Slope 8.00 0.05 0.6% 0.5% to 5.0% L3664 126+08.98 24.00 702.71 L3664 L3663 Sidewalk Cross Slope 8.00 0.07 0.97. 0.57. to 2.07. L3665 126+00.98 24.00 702.61 L3665 L3662 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L3666 126+00.98 19.27 702.23 L3665 L3664 Sidewalk Running Slope 8.00 0.10 1.3% 0.5% to 5.0% L3667 126+00.98 17.49 702.16 L3666 L3665 Ramp Running Slope 4,73 0.38 8.0% 0.5% to 8.37. Yes L3668 125+96.98 19.27 702.17 L3667 L3666 Sidewalk Running Slope 1.78 0.07 3.97. 0.57. to 5.0% L3669 125+96.98 24.00 702.55 L3668 L3669 Ramp Running Slope 4.73 0.38 1 8.0% 0.5% to 8.37. Yes L3670 125+91.77 24.00 702.18 L3668 L3666 Ramp Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% L3671 125+88.45 24.00 702.25 L3669 L3661 Landing/Turning Landing/TurningSpace 8.00 0.12 1.5% 0.1% to 2.0% L3672 125+75.70 24.00 702.57 L3669 L3665 Landinq/Turning Space 4.00 0.06 1.5% 0.1% to 2.0% L3673 125+62.45 24.00 702.64 L3670 L3671 Sidewalk Running Slope 3.33 0.07 2.1% 0.5% to 5.0% L3674 125+58.57 24.00 702.68 L3670 L3660 Ramp Cross Slope 8.00 0.12 1.5% 0.1% to 2.0% L3675 125+53.20 24.00 703.10 L3670 L3669 Ramp Running Slope 5.21 0.37 7.1% 0.5% to 8.37. L3676 125+53.18 19,31 702.78 L3671 L3672 Sidewalk Running Slope 12.75 0.32 2.5% 0.57. to 5.07. L3672 L3673 Sidewalk Running Slop a 13.25 0.07 0.5% 0.57. to 5.07. Drainage Issues were considered _ L3673 L3674 Sidewalk Running Slope 3.87 0.04 1.0% 0.57. to 5.0% L3674 L3675 Rapp Running Slope 5.37 0.42 7.8% 0.5% to 8.3% Yes L3674 L3656 Ramp Cross Slope 8.00 0.03 0.4% 0.1% to 2.0% L3675 L3655 Landing/Turning Landing/TurningSpace 8.00 0.04 0.5% 0.17. to 2.0% _ L3675 L3645 Landinq/Turning Space 4.00 0.06 1.5% 0.17. to 2.07. L3676 L3675 Ramp Running Slope 4.67 0.32 6.9% 0.52 to 8.3% L3676 L3644 Ramp Cross Slope 4.00 0.07 1.87. 0.17. to 2.077. Yes PROJECT 0. 01 DESIGNED BY: S. SOVERS NO DATEBY REVISION DESCRIPTION LOWER INE ROAD IMPROVEMENTS STP -U-3715(654)-70.52 SHEET W. PROJECT DATE: CNECNEO BY: S. SOVERS CAD DATE: 7/25/2012 8:30.M PN DRAWN BY, CAD FILE. x:\CR\IE\2009\091023\CAO 1.\091023.SOiaM Foth RKWOOMUSCA FROM KIKWOOD AVENUE TO IS AVENUE IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT S.19 Point Station Offset Elevation L2001 3.62.11 22.99 699.66 L2002 3+5927 23.01 889.68 L2003 3+5429 2296 889.93 L20U 3+41.38 2240 890.63 L2005 3+41.03 26.38 690.61 L2006 3+54.19 26.96 689.99 L2007 3+5520 28.79 890.00 L2008 3+59.51 36.21 690.42 L2009 3+64.31 43.78 690.86 1-2010 3+88.76 4207 690.78 1-2011 3+63.70 34.38 1690.34 L2012 3+59.28 27.01 689.92 L2013 3+82.17 MINI 689.72 L2014 3+88.00 2&91 689.88 L2015 4+04.65 27.00 689.40 L2016 4+06.61 27.00 689.36 L2017 4+12.05 27.00 689.65 L2018 4+12.93 35.40 690.10 L2019 4+17.43 43.76 690.59 L2020 4+21.46 41.48 690.66 L2021 L2022 L2023 L2024 L2025 L2025 L20V L2028 4+17.50 4+18.58 4+21.32 4+34.31 4+34.31 4+21.32 4+18.49 4+18.39 34.41 2TA 27.00 _ 27.00 23.00 23.00 23.00 17.96 690.15 689.65 _ 609.66 _ _ 68969 699.61 68960 _ 689.59 689.19 L2029 4+16.35 16.18 689.12 L2030 L2031 L2032 4+12.05 4+12.05 4+06.61 18.00 23.00 23.00 689.19 689.59 689.30 L2033 4+17.96 -15.50 690.32 L2034 4+17.87 .21.53 690.68 L2035 4+17.77 -2621 891.07 L2036 4+19.15 48.05 69123 L2037 4+1225 -37.76 891.33 L2038 4+10.67 -29.97 891.17 L2039 4+10.55 -21.A 690.71 Point Station Offset Elevation L2040 4.10.46 -15.50 590.38 L2041 3+96.35 23.68 589.37 L2042 3+83.01 23.95 689A9 L2043 3+80,82 23.93 889.51 1-2044 3+67.50 23.39 699.60 L2045 3+67.17 27.38 689.63 L2046 3+80.75 27.93 889.57 L2047 3+82.98 27.95 689.57 L2(N8 3+96.58 27.67 889.46 L2049 4+10.21 0.00 689.77 1-2050 4+09.92 15.50 689.15 1-2051 4+16.50 15.50 669.07 1-2052 4+1821 10.01 1 889.70 I - - - - - - - - O - - 0 #` L 9.3' DO 12' 1-203 12' L204_ _ _ o L2015� 0.75% 1-2047 1-2046 tf 0.50% 0 N I Q of p a I I I L2049 L2052 I I I I I 0 C I� "I L20 0.08% 1- LOWER 11SC4 r1me V 2020 9y1-201 �i0FEET5EXISTING NG M PROJECT Np, 091023 OESIGNEO BY: S. SOVER9 NO GALE 6Y REVISION DESCRIPTION STP -U371516541-70-52 9EEi 1p. PROJECT DATE: CHECNEO BY: 5. SOVERS �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS CQ DATE: 7/25/2012 6.30:36 PN ORAYN BY. FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD S+20 CAO FILE. xncR\lE�z009\09I0z3\cA0\Pian•\09mz3_52o.eHs IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT r2. 0 rl V 2020 9y1-201 �i0FEET5EXISTING NG M PROJECT Np, 091023 OESIGNEO BY: S. SOVER9 NO GALE 6Y REVISION DESCRIPTION STP -U371516541-70-52 9EEi 1p. PROJECT DATE: CHECNEO BY: 5. SOVERS �, Foth LOWER MUSCATINE ROAD IMPROVEMENTS CQ DATE: 7/25/2012 6.30:36 PN ORAYN BY. FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD S+20 CAO FILE. xncR\lE�z009\09I0z3\cA0\Pian•\09mz3_52o.eHs IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT Point Station Offset Elevation L2101 7+99.93 23.00 687.63 L2102 7+94.93 23.00 898.03 L2103 7+90.93 23.00 898.09 L2104 7+9209 23.00 69626 L2105 7+8208 27.00 888.34 L2106 7+90.93 27.00 688.15 L2107 7+94.58 36.68 888.68 L21M 8+03.33 45.14 889.48 L2109 8+08.11 42.27 669.39 L2110 7+97.36 33.79 688.58 L2111 7+94.93 27.00 886.09 L2112 7+99.93 27.00 j 687.71 L2113 8+04.07 27.00 667.69 L2114 8+17.93 27.00 687.78 L2115 8+2208 27.00 687.81 L2116 8+35.93 27.00 697.91 L2117 8+50.31 27.00 OW07 L2118 8+50.72 27.00 GI L2119 8+52.32 27.00 686.08 L2120 8+57.00 27.00 888.36 1-2121 8+61.37 34.58 688.80 L2122 8+68.96 41.89 689.58 L2123 8+7173 39.02 689.65 L2124 8+64.15 31.70 888.88 12125 8+61.00 27.00 688.42 L2126 8+77.31 27.00 888.81 L2127 8+77.31 23A0 686.73 L2128 8+61.00 23.90 699.36 L2129 8+61.00 18.01 687.96 L2130 8+81.00 16.13 687.91 L2131 8+57.00 18.01 687.96 L2132 8+57.00 23.00 688.30 L2133 8+6232 23.00 688.02 1-21348+60.31 23.00 687.95 L2135 8+35A3 23.00 687.83 12136 I 8+2208 23.00 687.75 1-2137 8+17.9323.00 687.72 1-2138 8+04.07 23.00 1557M L211 001 / 2107 :699 .s9.9 L2 `1-2146 Point Station Offset Elevation L210 L2139 8+6200 45.50 668.36 N L2140 8+61.00 -15.50 887.85 ,L2147 L2141 8+61.00 -23.00 888.45 _ L2142 8+76.01 -23.00 688A6 1 . % L2143 8+76.01 +71.00 686.62 2106 _ L2144 8+61.00 -31.00 688.57 L2145 _ 8+57.00 -31.00 688.55 L2146 8+41.00 -31.00 688.56 L2147 8+41.00 -23.00 688.40 L2148 - 8+57.00 -23.00 688.43 N L2149 8+57.00 -15.50 687.83 11I I I -2154 L2150 8+56.00 -15.50 688.33 L2151 _. 8.57.00 0.00 688.14 1-2152 8«57.00 15.fi0 887.83 I L2153 8+61.00 15.50 887.85 [1-2154 j 8+61.00 0.00 888.18 O O OD Vb OOx L211 001 / 2107 :699 .s9.9 L2 `1-2146 8.9' L2 14V 0.507 4.2' 13.9' 4.1' 13.9' L210 8.0% 1-2101 2138 L2137 2136 (- --0.50% % 0.58% L2104 L2102 N 1.95% 1. %,, N N ` ,L2147 0.02% 'fit 0.50% _ _ L2I 11 O N N LO-) b.- 2.18% 1 . % 1-21120.34'/. _ _ 0.657. _ _ 0.73'. -_ 0.72% 2113 1-2 14 2115 1-2105 N m 2106 _ L211 001 / 2107 :699 .s9.9 L2 `1-2146 0.007. L2 14V 0.507 \1-2144 0.03% L21 a 0 O 0 o N N N ,L2147 0.02% -2148 0.50% A2141 0.00% L2 l6' LO-) b.- N m L215 - 2139 1-2141 2140 0 o 0 N a o N N N I 11I I I -2154 135 0.83/- 116 0.83% _ L211 L215 V 10.50'/. I I0 0 O 0 N N N I/L 2153 L2152�0.50% 1IL21 1 2111, 0906 N L 9 0.00% N 2. VI 0 0 UI .O r 2132, 2128 2.42% 2 1 LOWER MUSCATINE ROAD - 0- 9 SlPy 0 s FFl FEET PROJECT BOI 091023 OESIONEO BY: B. SOVER3 NO WTE BY - ISION DESCRIPTION STP -U-3715(654)--70-52 PROJECT DATE. cNECNED BY: s. MEN - - � Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE: 7125IN12 613m34 PR OPAVR BYE ``w FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD S-2� CAO FILE] %ACR\IE\2009\091023\CAO\Pram\091023_S21.eAt v IOWA CITY. IOWA PEDESTRIAN RAMP LAYOUT Point L' Offset 6' 3.9' 11+80.69 41.00 99.17 LU02 1-2202 - L221 2.73% 2209 89.22 I.50% 2201 1.507. - - - -1.70'/. 2242 41.00 69.70 L2208'/8.00'/, 11+58.9 44.07 89.48 1-2205 11+52.02 L2203 9938 13206 11+49.16 6242 689.34 L2207 11+54.75 O N O O 0O O N Q O m O 0 ^2241_ L2209 1.737. L2212 1.73% 1.50'/. 7. 13'' 0.87'/. 0.877. _ _ 2240 0.67% L3 I L2211 690.20 L2211 2213 221 690.04 10.4' 5.6' -23.00 689.86 915 18.3' 13'_98 Point Station Offset Elevation L2201 11+80.69 41.00 99.17 LU02 11+95.72 41.00 89.22 L2203 11+9.72 41.00 69.70 1-2204 11+58.9 44.07 89.48 1-2205 11+52.02 65.22 9938 13206 11+49.16 6242 689.34 L2207 11+54.75 -42.93 889.54 L2208 11+55.72 -31.00 689.76 L2209 11+80.11 31.00 99.92 L2210 11+39.72 31.00 690.20 L2211 11+39.72 -23.00 690.04 L2212 11+50.11 -23.00 689.86 L2213 11.85.72 -23.00 689.76 11214 11+9.72 -23.00 689.70 12215 11+65.72 -23.00 689.28 L2216 12+16.64 31.00 689.80 L2217 12+28.73 31.00 99.88 L2218 L2219 12+30.73 12+23.8.05 9 411.006 3 90.20 690.20 690.29 L2220 12+10.92 47.80 90.43 1-2221 12+13.36 60.96 690.51 1-2222 12+2024 41.07 690.37 1-2223 12+33.51 33481 690.26 1-222/ 12+38A131.00 690.29 1-2225 12+40.00 31.00 690.34 1-2228 1 12444.58 31.00 1690.47 O \O N Lzzz 3 0.51'/. O 1 % 1& 1-2 1-2216 2?237 29 047% 0 /1-2236 11 2 5.9' I 8.1 O O N +may 0 5 �jijG�ji/��)` Point Station OffsetElevation LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA L2227 12+56.00 31.00 690.79 I'm 12+56.00 n.00 690.83 L2226 12+44.58 -03.00 690.34 L2230 12+40.00 -2.9.00 890.22 L2231 12+40.00 -17.02 689.82 L2232 12440.00 -15.92 689.76 L2233 12+36.00 -17.02 689.76 L2234 12+36.00 -23.00 890.16 L2235 12+30.73 -23.00 890.08 L22M 12+26.73 -23.00 689.76 12237 1 12+18.64 -23.00 689.73 12238 12+12.76 -23.00 689.70 1-2239 12+00.88 .23.00 689.59 L2240 11+87.86 _ .23.00 689A7 L2141 11+69.59 _ 4300689.31 MUSCATINE ROAD 1-2242 11«87.87 _ -31.00 88908 L2243 12+00.88 -31.00 689.69 L2244 12,12.76 41.00 68915 L2245 12+36.00 -15.92 689.74 L2246 12+36.00 0.00 690.04 L2247 12+40.00 0.00 690.06 01 NO DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371516541-70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT SHEET W. S.22 2224 2225 2226 2.817. 2227 N jy O 2230 2229 2.56% N 2228 4.6' 11.4' r C) ro C-) 7 L2231^ LOWER MUSCATINE ROAD -'>-.1 -t7 5 .477. 0. % zz4s ytp 2232IN J 0 0 � o N N a PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: 5. SOVERS CAD DATEDRAVN BY: \CW CAD FILE:, %,\CR\IE\2009\p9IO2O\CAO\Plan0 2 6:30:10 PN t\091023_522.aht NO DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-371516541-70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT SHEET W. S.22 r i ,i 0 0 0 b OOxO m TL2301, 1.16% L230 L23C lO l 22311 0 O• L2312 5' 3.8' :321 Elevation n E2 7-`22363__ .. 12+36.00 15.91 689.74 ti L2364 0.58% 22317 \L 319 \ 22310 L2313 Point Station Offset Elevation L2301 12+36.00 15.91 689.74 L2302 12+36.00 1757 6042 L2303 12+36.00 23.00 89028 L2304 12+3250 23.00 690.30 L2305 12+20.00 23.00 MOAB L2306 12+20.00 27.00 690.53 L2307 12+32.50 27.00 690.38 L2308 12+38.00 27.00 690.34 L2309 12+35.65 29.16 890.39 L2310 12+34.17 31.27 B90A4 L2311 12+18.06 48%7 691.97 L2312 12+21.01 51.57 691.89 L2313 12+37.12 33.97 690.38 L2314 12+43.42 39.74 690.34 L2315 12+43.93 40.21 890.38 L2315 12+46.12 36.79 690.28 L2317 12+39.37 30.62 690.33 L2318 72+0.00 27.00 89028 L2319 12+45A9 27.00 890.00 L2320 12897.09 27.00 680.02 L2321 12+45A8 23.00 689.92 22922 12+40.00 23.00 89020 22923 12+40.00 17.51 689.78 22324 12+98.56 23.00 690.32 22325 13+0397 23.00 890.75 22328 13+07.97 23.00 690.81 22327 13+11.55 23.00 690.90 22328 13+25.71 23.00 890.97 12329 13+25.71 27.00 691.05 Point Station Offset Elevation L23M 13+11.55 27.00 890.88 L2331 13+07.97 27.90 690.87 L2332 13+07.97 29.36 690.91 L2333 13+10.84 32.14 680.97 L2334 13+19.57 40.80 691.58 L2336 13+18.79 43.47 69150 L2336 13+0898 35.01 690.91 L2337 13+01.83 41.44 690.60 L2338 13+01.56 41.71 890.89 L2389 12+98.96 38.85 890.54 22340 1 13+05.18 32.23 890.85 0.50% L2360� 1.29% 0_587. ry L2367 1.22% 0. - - 23145 992' L2372 •1' 7 2) 22374 O P L237I 359 091' \�1. .. 'L• L2357 0 0 LOWER MUSCATINE ROAD 3.6' 14.2' 0.49% Point Station set Elevation L2341 13+03.97 BATE: CHECKED BY: S. s9YERs 990.80 L2342 13+03.97 LOWER MUSCATINE ROAD 690.81 L2343 12+99.56 690.38 L2344 12+96.96 890.38 L2345 12+62.50 690.86 L2346 12+63.24 V27.00 690.60 L2347 12+72.04 891.35 L2346 12+69.30 691.39 L2349 12+46.17 89212L2350 12+48.76 882.20L2351 12+72.04 891.47 L2352 12+74.91 681.41 L2353 TIMID 82 84.84 1 66198 L2354 12+93.61 81.77 L2355 12+77.69 86.35 69195 L2356 12+84.16 59.67 898.61 L2357 12+81.23 68.95 - _ 89958 L2368 12+74.82 63.56 69 L2369 12+86.01 55.03 - 69045 L2380 12+8226 23.00 owl L2361 12+88.42 23.00 - 690.04 L2362 12+6429 23.00 - 699.02 L2363 12+50.45 23.00 _ 669. L2364 12+50.45 27.00 : 690.01 L2365 12+6429 27.00 - 69098 L2366 12+88.42 27.00 690.12 L2367 12+82.25 27.00 89030 L2368 12+98.69 38.93 69013 L2309 12+89.99 47.91 690.67 L2370 12+92.86 50.69 690.74 L2371 12+85.18 54.26 890.52 L2372 12+55.85 45.72 690A5 L2373 12+46.63 37.26 690.27 L2374 1 12+53.16 48.86 1 890.5'3 22375 12+10.0015.91 889.76 ,a 0 5 I F� PROJECT N0: 091023 OESIGNEO BY: S. BOYERS -0 DATE BY REVISION DESCRIPTION _ j LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(6541-70-52 BATE: CHECKED BY: S. s9YERs -- - �0�� FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD S.2S CAD 0.1TE: 225\IE\ 6\30891 PM 9023- BY: CAD DAT ---1 PEDESTRIAN RAMP LAYOUT CAO FILE: %:\W\IE\2090\091023\CAO\Plrn\091023.523.aNf IOWA CITY, IOWA 0 0 Ul+ P2 Point Station Offset Elevation L2427 14+99.79 -23.00 691.84 L2428 14+99.79 -31.00 692.00 L2429 15+15.79 -31.00 691.32 L2430 15+15.79 -35.12 691.30 L2431 15+18.35 55.57 691.16 L2432 15+2232 55.06 691.08 -2433 15+19.79 -34.88 691.24 72434 15+19.79 -31.00 691.26 0435 15+24.79 -31.00 690.91 L2438 15+26.80 -31.00 690.92 L2437 15+24.79 -23.00 691.05 L2438 16+19.79 -23.00 891.26 L2439 15+15.79 -23.00 691.32 L2440 16+26.80 -23.00 691.06 L2441 16+39.30 -23.00 691.12 L2442 15+51.80 -23.00 691.18 L2443 15+39.30 -31.00 690.99 0 N O O + L0 2.0% Point Station Offset Elevation LZ401 15+51.80 -31.00 691.06 L2402 15+53.81 -31.00 691.03 L2403 15+58.81 -31.00 691.43 L2404 15+58,81 -34.88 691.43 L2405 16+56.30 -54.95 681.16 L2406 15+60.27 55.45 691.24 L2407 15+62.81 -35.12 691.51 L2408 15+82.81 -31.00 691.49 L2409 15+86.81 -31.00 692.44 L2410 15+86.81 -23.00 692.28 L2411 15+62.81 -23.00 691.49 L2412 15+62.81 -17.81 691.32 L2413 15+62.81 -16.04 691.32 L2414 15+58.81 -17.81 69126 L2415 15+58.81 -23.00 691.43 L2416 15+53.81 -23.00 691.17 L7444 15+58.81 -16.04 691.34 L2446 15+58.81 0.00 1691.65 _ 72446 15+62.81 0.00 1691.67 " 0 5 0 0 0 0 0 N N N 1 u I 0.5% Elevation x PROJECT N0. 091023 OESIGNEO BY. S. SOVERS PROJECT DATE. CHECKED en S. SOVERS CAD DATE: 7/25/2012 6:30.+2 PN IX1AYH BY. CAO FILE. K.\CR\IE\2009\091023\CAO\PI.. \09102]-52A.Ya NOI DATE BYJ REVISION DESCRWTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOIO AVENUE TO 1 ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT S+EET N0. 5+•24 - - v N 2434 2402 0 o B.Oi 2435 .00% 1.5% 2408 -240 4.2% 7242 1.57. 2436 0.50% L2443 0.507. L2 01 L2403 3.94% 24' 0 o e v CJ O O _ _ _ o O N L2416 2415 3.2% L243 1.5% 4.36% 45. L2440 0.50% L2441 0.507. 5.6'/. 1.5%/L2411 3.277. 16' _ 72438 5' L 37 12.5' 12.5' 72442 2' 5' N 7.2 10 2, LOWER MUSCATINE ROAD L2414 72412 50/ L A'A,4za13 2444 O 0 0 + .50% 72446 L2445 0 0 0 0 0 N N N 1 u I 0.5% Elevation PROJECT N0. 091023 OESIGNEO BY. S. SOVERS PROJECT DATE. CHECKED en S. SOVERS CAD DATE: 7/25/2012 6:30.+2 PN IX1AYH BY. CAO FILE. K.\CR\IE\2009\091023\CAO\PI.. \09102]-52A.Ya NOI DATE BYJ REVISION DESCRWTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOIO AVENUE TO 1 ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT S+EET N0. 5+•24 - - r \ TOp \Oc2 \wL2 Point Station Offset Elevation L2501 16+95.50 -23.90 892.82 L2502 16+95.50 -31.00 69298 L2503 18+79.50 -31.00 _ 69266 L2504 16+75.50 -31.00 692.64 L2505 16+59.50 -31.00 692.86 12508 16+59.50 -23.00 692.64 L2507 16+75.50 -23.00 692.52 1-2508 16+74.50 -15.50 _ 692.42 L2509 16+75.50 -15.50 _ 691.92 1-2510 16+75.50 0.00 692.33 L2511 16+75.50 15.57 _ 691.93 L2512 16+75.50 18.50 691.95 L2513 16+75.50 26.00 _ 692,71 L2614 16+88.83 28.00 _ 69280 L2515 16+86A3 30.00 692.88_ L2516 18+75.50 50.50 692.77 L2517 16+74.71 3205 692.86 L2510 16+89.32 37.98 693.19 _ L2519 16+7227 40.88 693.11 L2520 16+77.67 34.75 692.80 L2521 _ 76+79.50_ 30.00 69271 L2522 _ 16+88.41 30.00 69213 1-2523 76+89.09 30.00 89212 1-2524 18+89.10 30.70 89248 1-2525 16+82.29 24.88 89218 1-2528 _3324 77+ 01.88 40.87 892.30 1-2527 17-02.09 41.04 692.30 1-2528 17-11.66 48.68 89236 72529 17+11.78 48.75 892.37 1-2530 17+12A8 49.42 89289 Point Station Offset Elevation L2531 17-18.53 55.26 693.08 L2532 17-13.06 _ 6125 693.17 L2533 17+18.0153.94 53.94 693.25 L2534 17+21.41 58.04 693.12 L2535 17+27.17 _ _ 63.59 693.51 L2536 17+30.05 66.37 693.71 L2537 17+32.82 6349 693.63 L25M 17+29.94 60 71 693.44 L2539 _ 17+24.11 55.08 693.06 L2540 17+29.78 - 4687 692.60 L2541 1 17+30.bd 48.16 692.59 L2542 1 17+40.31 _ 41.13 692.66 1-2543 17+40.90 ' 4071 692.66 L2544 1 17+50.61 33.70 L2545 1 17+54.92 _692.53 3660 692.64 L2"G 1 17+54.93 _ 3000 692.64 L2547 1 17+55.61 30.00 692.65 L2546 1 17+62.11 _ 30.00 693.17 L2549 1 17+66.11 30.00 693.23 L2550 17+80.00 _ 30.00 693.40 L2551 17+80.00 2600 693.32 L2652 17+66.11 2600 693.17 1-2553 17+8211 2600 _ 693.11 12554 17+55.61 2600 _ 69259 L2555 17+56.01 24.88 883.48 L2550 17+03.69 - 2998- 69221 L2557 17+4827 30.46 692.44 L2558 17+38.56 37.47 69258 L2559 17+37.97 37.89 69259 L2500 17+25.26 44.90 69254 L25II 6 d+ �1, 25716 'S. tet,-,! 2521 n CP lz4p �P V i 6V L2582 5 25) 2557 L2584 o til h al tiQl I1 11 O' +' /1-2581 ^ [a1. O 2558 O.i 'S! 2585 1.751 L25 00 �'S L2 9'- L 254 8c • O ^al L2586 I 1 O• ^al• /7 2l O 10 �1 4 17L2560 I 7 _ __ p,98% o p�81% 0'98% 2 1-252 527 :5 N i O O 8.0% 5% 2534 8.4' N Q 'O. 1 L2550 0 FEET 5 Z Oat uu '• ,j1• i11� I w 2552 I• -St 254 yl• P 17 bsy 6' Point Station Offset Elevation L2561 17+28.83 46.18 692.54 L2562 /7+2123 52.31 693.00 L2563 17+1525 4654 692A2 L2564 17+14.17 45.55 692.68 L2565 17+04.58 37.91 69229 L2666 17+04.37 37.74 692.29 L2667 16+94.78 30.11 692.17 12568 16+98.55 29.98 692.18 L2569 16+87.91 24.64 692.07 L2570 16+88.60 25.98 692.10 L2571 16+79.50 26.00 692.65 L2572 16+79.50 18.51 691.97 L2573 16+79.50 15.57 691.94 L2574 18+79.50 0.00 692.31 L2575 16+79.50 -15.50 692.09 L2576 16+79.50 -23.00 692.54 L2577 16+98.55 25.96 692.15 L2578 17+03.69 25.98 692.17 L2579 17+11.77 25.98 692.20 12580 17+25.63 25.98 692.31 L2581 17+29.77 25.99 692.33 12582 17+43.63 25.98 892.36 1-2883 17+54.93 25.88 692.86 1-2584 1789.489 2&80 692.63 L2585 17+29.77 2IL96 892.39 L2586 17+25.03 29.98 _ 692.36 _ 1-2587 17+11.77 29.98 692.25 _ 1-2588 18+80.50 45.50 692,45 4SPRUCE STREET 2537 r. O T N L253 4' =1 c3 O Si7 PROTECT W: 091023 GESIGVEG BY: S. SOVERS PROJECT PATE: MECVEO 17 BY: S. SOVERS Cop FATE CAO FILE:. 7/25/2012 6,3p:43 PR DRAWN 9M:\M\IE\2009\0910Z3\CAO\Plane\091023_55.f1:[ W PATE BY REVISIM OESCRIP➢M Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-37151654)--70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT SHEET W. S.25 Point Station Offset Elevation L2601 18+92.22 -28.00 693.14 L2602 16+85.86 -28.00 693.65 L2603 18+61.86 -26.00 693.71 L2604 18+74.37 -26.00 693.64 L2005 18+74.37 38.00 693.80 1-2808 18+81.86 -38.00 893.83 L2607 18+81.87 -45.49 694.22 11608 18+81.87 62.00 694.48 L2609 18+85.87 62.00 694.40 L2610 18+85.87 -8.48 694.15 2811 18+85.86 38.00 693.77 1-2812 191=2 18+9222 - 38.00 69318 1-X73 16+9709 38.00 1 883.30 LOWER MUSCATINE ROAD 0 0 +4 L L2624 0.63% X Point 2.00•%. 1-2609 1-2606 1-2608 � O P 0.45'/. 1.50% 8.00% -35.00 693.89 1.80% L2610 -36.00 72607 N O V 0 0 b �' v d ri 6.4' 5.3' - 0 0 +4 L L2624 0.63% X Point 1-2605 Offset 1-2606 1-2611 I.9 26 13 12626 _ _ 0.72% -l. 0% 1.81'/. -36.00 0.45'/. 1.50% 8.00% -35.00 693.89 LX16 L2612 -36.00 0 0 0 0 0 0 b �' v L2618 N u u ti m N N -28.00 -' L2620 19-48.77 -28.00 69421 L2521 L2602 -28.00 694.09 0.987. 1.50% 8.00'%_ 0.30���L2625 1.42% L2601 L2623 1-2604 L2603 693A2 L2624 7.5' -28.00 893.34 7.1' l 12.5' 0 0 +4 L L2624 0.63% X Point Station Offset Elevation L2614 19+29A9 -36.00 893.81 L2615 19+34.77 -35.00 693.89 LX16 19+40.77 -36.00 694.17 LX17 19+48.77 -36.00 694.33 L2618 19+84.77 -36.00 694.70 L2519 1944.77 -28.00 694.54 L2620 19-48.77 -28.00 69421 L2521 1940.77 -28.00 694.09 +2622 19+34.77 -28.00 693.81 L2623 19+24.38 -27.99 693A2 L2624 19+11.85 -28.00 893.34 L2625 18+99.32 -28.00 893.18 L26X 18+99.32 1191+24.36 -38.00 893.2] 1-2627 19+11.86 38.00 893.50 1-26X 1 35.99 1 893.52 L2615 8.00% 0 0 0 0 8.00% 8' 16' 16 L2617 2.00% 2.307.. u� o N 1.50% iL2620 2.05% 21 F� i 0 � N PROJECT W. 091023 OESIONEO BY: S. SUE" PRWECT DATE: CHECKED BY: S. SOVERS CAO BATE: ,\M\IE12 600:\4 P DRAWN BY: CAO FILE: %:\Gi\@\2009\091023\CAO\Plrs\09I023_S26.aRt x0 DATE BY REVISION DESCRIPTION �� A7 LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKW000 AVENUE TO 1ST AVENUE IOWA CIIY,IOWA 3-71 I 11 LU N1. S.26 • l� PROJECT W. 091023 OESIONEO BY: S. SUE" PRWECT DATE: CHECKED BY: S. SOVERS CAO BATE: ,\M\IE12 600:\4 P DRAWN BY: CAO FILE: %:\Gi\@\2009\091023\CAO\Plrs\09I023_S26.aRt x0 DATE BY REVISION DESCRIPTION �0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKW000 AVENUE TO 1ST AVENUE IOWA CIIY,IOWA STP -U-37151654)-70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT I 11 LU N1. S.26 Point 16' Offset Elevation 6.9 4.57% 41.53ZL2724 1.80% - L2764 5.3' 0.002 2.00% 8.5' 6.69/1.50% 695.30 L2715 20+86.27 -23.00 16' L2716 20+82.27 L2704 2.11% L2705L2722 'L2720 1.76% L2721 1.50% 20+82.27 -23.01 694.96 L2718 20+82.28 -28.00 695.36 L2719 20+68.28 L2701 L2102 L2720 L2703 -36.00 695.78 12721 20+82.28 -36.00 695.46 12722 20+88.26 12723 695.42 12723 20+93.23 695.10 12724 20+98.51 -36.00 695.02 12)55 20+89.85 64.96 O 12]56 N 65.72 N 12757 20+88.90 "70699"'ll"15.2 O m SJ. i7 N 20+86.27 O N 5.54 O =O 20+93.59 O .27 12760 20+97.32 33.70 7 L2779 j 33.70 695.61 0 0 o127112127 33.70 ^ N12714 FL2763 /12761 t9 1517. L2718 1.50'/. 4.58% L2713 5.3'- - 1.43% - - 26.3' L2762 - - 0.567. �,, - 17.4'- 5.3' _ 5.78'/. 12712 1.50% L2707 1.867. L2706 o N N o .1. w o 271 N m r m LOWER MUSCATINE ROAD 2717 2108 ul 4 12710 0.612 o in 12716 3 112765 K `127698% Y L2709 Point Station Offset Elevation L2713 20+93.23 -27.99 694.98 L2714 20+86.28 -28.00 695.30 L2715 20+86.27 -23.00 694.95 L2716 20+82.27 -21.47 694.93 L2717 20+82.27 -23.01 694.96 L2718 20+82.28 -28.00 695.36 L2719 20+68.28 -28.00 695.60 L2720 20+66.28 -36.00 695.78 12721 20+82.28 -36.00 695.46 12722 20+88.26 -36.00 695.42 12723 20+93.23 -36.00 695.10 12724 20+98.51 -36.00 695.02 Point Station Offset Elevation L2743 20+93.59 29.70 695.19 L2744 20+88.27 29.70 695.48 L2745 20+86.27 24.54 695.07 L2740 20+82.27 22.74 695.01 L2747 20+82.27 24.54 695.07 L2748 20+82.27 29.70 695.8 L2749 20+78.65 29.70 695.54 L2750 20+69.95 28.83 695.67 LZ751 20+69.55 32.81 695.75 L2752 20+78.45 33.70 695.60 12]53 20+8227 33.70 695.54 12]54 20+82.99 47.13 .81 12)55 20+89.85 64.96 6.18 12]56 20+92.90 65.72 6.12 12757 20+88.90 "70699"'ll"15.2 5.75 12758 20+86.27 29.70 5.54 12759 20+93.59 33.70 .27 12760 20+97.32 33.70 7 \ 57: 0 12750 1.2 " 1.68% 12751 8.9' IL1200%Y i I I j V L[i71 I : ".. 0.387. --- -[777 0 0 0 0 3.6' m w L2748 1.57%1 0.00% Point Station Offset Elevation L2725 21+51.79 29.70 695.89 L2726 21+56.00 29.70 695.14 L2727 21+56.00 26.07 695.85 L2728 21+64.00 22.02 695.77 L2729 o o 695.85 E 21+64.00 29.70 896.14 0 o O ¢ L2732 21+82.91 28.00 N N Q 32.00 696.55 12734 21+75.31 32.00 696.41 L2735 21+64.00 33.70 O O 21+64.00 47.13 698.73 L2737 21+64.37 64.96 697.04 12738 21+56.41 65.72 696.88 L2739 21+56.00 4713 IL1200%Y i I I j V L[i71 I : ".. 0.387. --- -[777 0 0 0 0 3.6' m w L2748 1.57%1 0.00% Point Station Offset Elevation L2725 21+51.79 29.70 695.89 L2726 21+56.00 29.70 695.14 L2727 21+56.00 26.07 695.85 L2728 21+64.00 22.02 695.77 L2729 21+64.00 26.07 695.85 L2730 21+64.00 29.70 896.14 L2731 21+75.00 2&00 898.33 L2732 21+82.91 28.00 696.47 12733 21+82.91 32.00 696.55 12734 21+75.31 32.00 696.41 L2735 21+64.00 33.70 89820 L2736 21+64.00 47.13 698.73 L2737 21+64.37 64.96 697.04 12738 21+56.41 65.72 696.88 L2739 21+56.00 4713 696.62 L2740 21+56.00 29.70 895.29 L2741 21+51.79 33.70 895.36 L2742 21+48.56 33.70 695.60 p `r6. t9 W 1237. - 12777 1.627. 0.85% 0.00% ^ 1-2759 12760 I 12778 12779 I' 3.7' 8.1' I to oI ry N N N L2728 2771 Point Station Offset Elevation 12701 L2702 L2703 21+6222 21+47.50 21+56.01 -38.00 -38.00 -36.00 695.51 695.81 696.18 L2704 21+64.01 .36.00 696.30 L2705 21+80.01 .36.00 696.64 L2706 21+80.01 -28.00 696.48 L2707 21+64.01 -28.00 696.18 L2708 21+64.00 -22.30 695.73 L2709 21+64.00 -20.54 695.69 12710 21+56.00 -22.31 695.64 L2711 21+56.01 -28.00 888.06 12712 21+47.50 -28.00 685.57 Point Station Offset_- Elevation L2761 21+42.23 -28.00 695.527 ul L2762 21+24.86 -2&00 L2763 20+98.51 -27.99 .10 L2764 21+24.87 -36.00 M.49 L2765 29.86.27 -21.47 - 694.95..0 L2766 20+86.27 0.0D 42 k L2767 20+86.27 2274 .05- L2768 20+82.27 0.0D - .38 - L2769 21+56.00 -20.54 685.87 L2770 21+56.00 0.00 898.08 L2771 21+56.00 22.01 695.67 L2772 21+64.00 0.00 696.11 L2773 21+34.79 29.70 695.65 L2774 21+20.61 29.70 695.50 LZ775 21+19.56 29.70 695.49 L2776 21+05.38 29.70 895.29 L2777 21+05.38 33.70 895.36 L2778 21+19.56 33.70 695.60 L2779 21+20.61 33.70 695.61 L2780 21+3419 33.70 695.73 33.70 33.70 33.70 898.20 L 0_38% K ry eqb m 895.95 895.93 L2727 _ 12729-' N 0.00% L2738 L27376EE + SEE SHEET L.28 17' o o m 0.00'/. w 7,75% 12731 1.757. L2725 ^ 5.87% , L2726 1.41%\• S4E Ei 40. °. PRO.IECT BATE: CHECKED BY: 5. SOVEAS Foth FROM KIRKWOOD AVENUE TO IS AVENUE LOWER MUSCATINE ROAD 6 o L2730 CC BATE: 7/25/2012 6:30:45 PM DRAvx Br: 1.86'1 PEDESTRIAN RAMP LAYOUT CAD FILE: K:\CR\(E\2009\M023\CAO\Plana\091023-52Za5t IOWA Cl , IOWA ^ 1.45'1 .60% ^ 5.87% ^ 0.00% ^ L2734� L2742 l 1? 7.6' L2741 L2740 L2735 13.8' 3.2' _ 4.2' _ N r� 1.45% is56 8051 \8\ SHEET 1.y0 L2738 L27376EE + SEE SHEET L.28 PROJECT N0: 091023 OE510NE0 BY: 5. SOVFAS NO DATE BY REVISIDN DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 S4E Ei 40. PRO.IECT BATE: CHECKED BY: 5. SOVEAS Foth FROM KIRKWOOD AVENUE TO IS AVENUE LOWER MUSCATINE ROAD �',Q% CC BATE: 7/25/2012 6:30:45 PM DRAvx Br: PEDESTRIAN RAMP LAYOUT CAD FILE: K:\CR\(E\2009\M023\CAO\Plana\091023-52Za5t IOWA Cl , IOWA • SEE SHEET -.27 Point Station Offset Elevation L2805 20+92.90 53.02 696.12 L28% 20+86.90 40.82 695.75 L2807 20+82.99 41.66 695.81 L2808 20+89.85 55.60 696.18 L2809 20+97.83 68.91 696.60 L2810 20+99.15 72.69 696.54 -2811 21+01.04 78.53 696.12 LM12 21+02.11 81.58 696.17 L2813 21+04.82 7724 696.06 L2814 21+02.98 71.52 696.48 L2815 21+01.55 67.43 6%.54 L2816 25 2.90 53.02 696.12 * SEE SHEET L.27 Point Station Offset Elevation L2801 j 27+64.37 59.% 887.04 L2802 21+66.47 55.72 6%.88 L2803 21+58.00 47.13 6%.62 L2804 21+64,00 47.73 6%.73 Point L2814 Offset Elevation L2817 L2818 L2810_ / 128.78 124.41 _ fi97.38 BB7.30 L2819 o ' 121.34 697.24 m m ,- 116.38 696.76 L2821 21+20.88 111.57 696.67 L2522 1?\6 L2813 s 97.40 696.41 L281 s sti' 82.58 696.12 N NL2812 83.99 696.19 L2825 L2823, 99.16 696.49 L2826 CC\15J5/ `L2824 �.>. 696.75 L2827 21+18.81 r 6%.81 L2828 21+20.58 1 118.56 y L2829 1 21+23.92 1 123.53 1 897.30 10 - L2822 2 ' L2625 - Point Station Offset Elevation L2817 L2818 21+26.26 21+29.48 128.78 124.41 _ fi97.38 BB7.30 L2819 21+27.27 121.34 697.24 L2820 21+23.91 116.38 696.76 L2821 21+20.88 111.57 696.67 L2522 21+13.14 97.40 696.41 L2523 21+06.74 82.58 696.12 L2824 21+03.00 83.99 696.19 L2825 21+09.55 99.16 696.49 L2826 21+17.46 113.65 696.75 L2827 21+18.81 115.84 6%.81 L2828 21+20.58 1 118.56 6%.82 L2829 1 21+23.92 1 123.53 1 897.30 L28 8 � / ��'�� 0 FEET 5 .S 9C4AJ F�10�� PROJECT 40: 091023 DESIGNED BY: S. w-- I NO I DATE I BY 1 rIS104 DESCBIPTIM STP•U•3715(654)-7032 SHEET W. PRa6cr DATE: cxEGNEo Bv: S. mvERs Foth LOWER MUSCATINE ROAD IMPROVEMENTS R DATE: 7izsn6a 6A0:N6 PY1 DRAWN Br: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD S.28 CAD FILE: %:\CR\IE\2009\091023\CAD\Plan\091023_538eM sown CITY, sown PEDESTRIAN RAMP LAYOUT Point Station Offset Elevation L2901 26+53.80 36.00 695.31 L2902 26+44.45 36.00 695.44 L2903 26+40.45 36.00 695.48 12966 26+24.45 36.00 695.82 L2905 26+24.45 -28.00 695.66 L2906 26+40.45 -28.00 695.36 L2907 26+40.45 -21.60 694.96 L290B 26+40.45 -20.59 694.95 1-2909 26+44.45 -21.60 695.00 12910 26+44.45 -28.00 695.32 12911 26+51.79 -28.00 695.15 12912 26+88.80 36.00 695.49 12913 -26+90 81 -36.00 695.52 L2 M 26+94.91 36.00 695.74 L2915 26+98.93 36.00 695.74 L2916 27+14.84 -36.00 69837 L2917 27+14.89 -28.00 696.11 L2918 26+98.91 -28.00 695.62 L2919 26+98.89 -23A1 595.35 L2920 26+98.89 -21.32 695.30 L2921 26+94.90 -23.42 695.34 L2922 26+94.91 -28.00 695.62 L2923 26+90.81 -28.00 695.40 L2024 26+98.79 21.83 695.27 1.2925 26+98.78 23.58 695.31 L2926 26+98.78 27.85 695.48 L2927 27+05.53 27.50 695.73 L2928 27+06.88 27.50 695.79 L2929 27+06.88 31.50 695.85 L2930 27+05.63 31.50 695.00 L2931 26.98.78 31.86 695.54 L2932 26+98.77 35.98 695.64 L2933 26+96.78 51.65 696.31 L2934 26+92.78 51.60 696.23 L2936 26+94.77 35.73 695.56 IPROJECT N0: 091023 DESIGNED BY: S. SOVE65 PROJECT OATS: CHECKED BY: S. SOVEAS CAD DATE: 7/25/2012 6:3047 PH DRAWN BY: CAO FILE: K:\C6\IE\2009\091023\CADVI1m 091023_S29.zht Point Station Offset Elevation L2936 2' 32.00 695.50 L2937 4.1' 32.00 695.32 L2938 26+85,74 4.1' 695.26 I6' 26+88.93 .29 IL -290 0.50% -0.50% L2912 L2914 L2941 26+94.78 23.58 695.27 L2942 26+53.18 12960 695.05 L2943 •2fi2O-UU7L2915 3260 695.08 3.31% 12916 N 695.34 L2945 0 0 695.49 L2913 26+46.38 5211 698.08 L2947 26+42.41 L2962 0.50/ L2961 -0.50% 12966 36.72 - 5.262 IT n,, L2918 3.06% L2917 12950 17.5' 17.5' _1 2' o 12911 L2923 �o L2919 R LOWER MUSCATINE ROAD L2921 .2967 Point Station Offset Elevation L2936 26+94.78 32.00 695.50 L2937 26+88.93 32.00 695.32 L2938 26+85,74 32.00 695.26 L2939 26+88.93 28.00 695.26 L2940 26+94.7B 28.00 695.44 L2941 26+94.78 23.58 695.27 L2942 26+53.18 32.60 695.05 L2943 26+50.18 3260 695.08 L2944 28+44.44 3260 695.34 L2945 28+44.44 36.48 695.49 L2946 26+46.38 5211 698.08 L2947 26+42.41 5280 698.18 L2948 26+4O.d4 36.72 1695.541 12949 26+40.44 32.80 595.40 12950 26+38.001 32.60 1695.47 3.5 L 2� -. L2949 L L2979 5.7' 3' 12968 N L L2971 o _ N O O + N 965 Point Station Offset L 2964 OO'04•I9I01S1Od O O N 0 N '983 12982 L2954 28+40.45 28.60 P 0.50% 694.97 L29H 26«10.45 22.08 w L2956 694.97 L2958 26+44.45 26.60 695.28 55 0. 2957 695.40 12981 26+71.30 -26.00 L2 v ^ L2959 2.9' 3.6' 12.5' Y t�- 4 v 0.9% 12980 0.83% 12981 a 1.. '/.- L2944 _ Loi /L2992� 1.00% 3.5 L 2� -. L2949 L L2979 5.7' 3' 12968 N L L2971 o _ N O O + N Point Station Offset Elevation 12951 26+28.05 32.00 696.76 L2952 26+28.05 28.00 1695.67 L2953 26+38.00 28.60 1 695A7 L2954 28+40.45 28.60 695.34 L2955 26+40.45 23.95 694.97 L29H 26«10.45 22.08 694.94 L2957 26+44.45 23.96 694.97 L2958 26+44.45 26.60 695.28 L2959 26+50.19 28.60 695.02 L2900 26+71.30 36.00 695.40 12981 26+71.30 -26.00 69524 12982I 28+53.80 -28.00 695.15 12973 26+94.79 20.57 169&21:" I v -j c L2974 U26+51.801-36.00 8 28.5 695.23'. y q L2975 7 -is.11 -695.18 - 3 o L2976 8 28.30 695.16 N L2977 8 32.30 695.20 L2978 77 32.07 695.20 L2979 77 32.53 695.07 12980 76 28.50 695.05 - L2981 12 26.55 695.03 L2982 45 20.50 694.96 _ L2973 L2972 L2983 45 20.50 694.94 0.50% m L2984 80 36.00 695.27 ^ 2925 L21)4 1 'oo 1.4' h > a 12.5' 3.9'x.3' 12939 o 6.7' 0.16% 12974 L 92612927 12976 12975 01. L 940, i; P 0.01% 6 0 .92% 3. 7 - 12936 L2931 0.99/ 12929 12977 L2978 138 L2937 12930 3.2' 5.8' n -' N 12935 L2932 ww� o N N N 0IJLw 7 0 5 EET E LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(654)-70-52�"` N0 FOth FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD S.29 IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT Point Station Offset Elevation L3001 29+91.29 31.50 696.16 L3002 29+98.02 31.50 696.17 L3003 29+81.51 31.50 696.66 L3OD4 29+75.51 31.50 696.75 L3006 29+63.51 31.50 696.89 L3006 29+63.51 25.50 696.77 L3007 29+75.51 25.50 696.66 L3008 29+81.51 25.50 696.57 L3009 29+88.01 25.50 696.05 Point Station Offset Elevation L3010 30+46.38 31.50 695.89 L3011 30+49.65 31.50 695.90 L3012 1 30+56.15 31.50 696.39 L3013 30~62.15 31.50 696.48 L3014 30+74.15 31.50 696.33 L3016 30+74.15 25.50 696.21 L3016 30+62.15 25.50 696.39 L3017 30+56.15 25.50 696.30 L3016 30+49.65 25.50 695.78 L3019 30+46.38 25.50 695.77 L3020 30+18.83 25.50 695.91 L3021 29+91.29 25.50 696.06 L3022 30+18.83 31.50 898.03 0 5 FEET PROJECT N0: N1023 DESIGNED BY, S. SOVERS NO GATE BY REVISION DESCRIPTION STP -U-3715(654)--70-52 \ SFEET 90. PROJECT DATE, CHECKED BY, 5. SOVERS Foth LOWER MUSCATINE ROAD IMPROVEMENTS LAD DATE: 7/252012 6,30,46 PN CRAVN BY, FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD S.30 DAD FILE, K,\CR\IE\2009\091023\CAD\Plane\091W3_S30.eft IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT 3.3' LOWER MUSCATINE ROAD 3.3'F 0.27'7.1 0.497. 0.49% '_ L3006 0.867. L30117 1 L3021 L3020 L3019 0 5 13016 1,68/ L3015 LiOO8 3018O39 7.301750% ' O Ory O O O O I(1 tmw0 L3003 L3002 3011 L3012 7. 1.50%N 7.51% 049% 27% .54% 1.50% L3013 1.25% L3014o 7.3001 L3010 12' 6' 6.5' 3.3' 27.5' 27.5' 3.3' 6.5' 6' 12' r� -,01 e 4 CI_' '0-y..� 0 5 FEET PROJECT N0: N1023 DESIGNED BY, S. SOVERS NO GATE BY REVISION DESCRIPTION STP -U-3715(654)--70-52 \ SFEET 90. PROJECT DATE, CHECKED BY, 5. SOVERS Foth LOWER MUSCATINE ROAD IMPROVEMENTS LAD DATE: 7/252012 6,30,46 PN CRAVN BY, FROM KIRKWOOD AVENUE TO 1 ST AVENUE LOWER MUSCATINE ROAD S.30 DAD FILE, K,\CR\IE\2009\091023\CAD\Plane\091W3_S30.eft IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT Point Station Offset Elevation L3101 34+27.08 SBAI 694.76 L3102 3+23.62 -100.41 694.84 L3103 34+11.62 -77.78 694.72 L3104 34+03.41 64.05 694.65 L3105 33+9724 53.75 694.60 L3106 33+93.83 -42.45 694.52 L3107 33+73A8 -40.51 694.88 1-3108 33+69.48 40.11 694.71 L3109 33+53.56 x6.52 695.05 L3110 33+54.35 -30.56 694.89 L3111 33+7027 -32.15 694.59 L3112 33+71.07 -24.18 1 693.95 L3113 1 33+75.05 -24.58 1 693.92 L3114 1 33+7425 -32.55 1 694.55 L3115 33+93.71 -34.45 1694.40 L3118 33+97.71 -34.39 694.34 L3117 34+02.83 -34.31 693.93 L3118 34+09.30 42.21 693.97 L3119 34+02.96 42.31 694.05 1-3120 33+97.83 42.39 694AG L3121 34+00.68 51.70 694.52 L3122 34+06.84 52.00 694.57 L3123 34+15.06 -75.73 094.64 L3124 34+92.14 .90.49 695.86 U125 34+95.90 -89.10 695.94 L3126 34+84.41 53.04 694.50 L3127 34+81.98 45A2 694.20 L3128 34+80.90 42.03 694.15 L3129 35+00.37 41.00 694.30 L3130 34+99.71 -33.03 694.14 L3131 34+80.70 -34.03 694.03 L3132 34+80.70 -28.26 693.5] L3133 34+60.70 -25.47 693.51 L3134 34+76.70 -28.26 693.54 L3135 34+76.70 -34.03 694.01 L3136 34+71.03 -34.03 693.60 L3137 34+66.37 42.03 693.66 L3138 34+71.03 42.03 693.72 L3139 34+74.67 42.22 694.13 13140 34+76.71 42.03 694.13 L3141 34+75.83 45.89 694.15 L3142 34+70.17 46.63 694.16 L3143 34+80.60 -54.26 694.42 13144 34+50.70 -24.92 693.51 L3145 34+80.70 -20.50 1 693.48 L3146 34+76.70 -20.50 693.50 L3147 34+76.70 -25.07 693.52 L3148 34+60.37 -34.03 693.62 L3149 36+35.32 -34.04 693.83 L3150 34+3236 -34.04 693.85 L3151 34+09.18 -34.21 693.94 L3152 34+32.36 42.04 693.92 L3153 34+35.32 42.04 683.92 1-3154 33+75.05 -24.02 893.93 L3155 33+75.05 -20.60 111 L3156 33+71.07 -20.60 694.03 0 L3108 0.74% 1-3107 L3109 2.16% •O � N 0 N 0 N L3111 0.747. L3114 1-3110 1.91% oa o m m o L 113 WD 0.74% o L3112 .1 L3154 ri PROJECT M: 091023 DESIGNED BY: S. SEVERS PROJECT DATE: CHECKED BY: 5. SEVERS CAO DATE. 7/25/2012 6:30,9 PM DRAWN BY. CAD FILE %:\CR\IE\2009\091023\CAD\Plana\091023_S31.aht L3 1-3104 L3 121 41 O IN � ro ', 0.55% o 9' 1-3130 m 0 ,y n m L3120 L 132 m L3134 L3106 ry 1.50'% '^ -3147\`G ps 0.8' 8.00% L3118 0.45'/. L L3119 1-314 0 o rJ u .• C3 0 0 N N N P r1 L3145 O SHELT ME, LOWER MUSCATINE ROAD 8100% 0.20% L3151 L3115 L3116'1S.i 1-3117 6.3' 123 1-3102 ' L310 L3152' 0.00' 'L3153 C5 O 0.38% L3150,.85% 1-3149 23.7' 3' 'z\ AA a s 1-3125 2.00 LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA 0.60% ', 0.55% o 9' 1-3130 m 0 ,y n m L 132 m L3134 .55/ ry 0 '^ -3147\`G ps N 0 0.45'/. L 1-314 rJ N 1-3146 C3 0 0 0.50% L3145 STP -U-3715(654)-70-52 SHELT ME, LOWER MUSCATINE ROAD S.31 PEDESTRIAN RAMP LAYOUT L3126 L3143 z•OOi '0 O N m � M L3141 347. L3142 �2q I.p� L3127 h v o 4.7" L 3128 ^i 0.82% L31 1. / 7.167. 0. 3% % L3129 3138 L3139 L3140 7• 0.79'/. N O O O N N N N 0 0.66% 1-3148\ 0.48'/. L3131 7 164 1-3135 N LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1 ST AVENUE IOWA CITY, IOWA 0.60% 7• 0.55% o 9' 1-3130 m 0 L 132 m L3134 .55/ ry 0 '^ -3147\`G ps N 0 0.45'/. L 1-314 e 1-3146 C3 0 0 0.50% L3145 STP -U-3715(654)-70-52 SHELT ME, LOWER MUSCATINE ROAD S.31 PEDESTRIAN RAMP LAYOUT LOWER MUSCATINE ROAD 0.50% Point Station Offset Elevation L3213 33+85.81 33.3' 36.5' 7.2' 33+80.08 o� 69425 18 2 777 n L3219 m m BRAT L3224 -228- - - - _ _ - - - - - - -�„ - - - - - - - - - - - L3209_ - - -�- 33+55.29 L3210 L321 0.92'/. L3223 3.36% 3.49% 4.68'/. 0.53% 0.55% 8.00% 0.17/. L3229 0.50% L3230 17 1101 11� \ neo. 894,42 \ V 33+71.06 o ml I. b� h 6� 1Il o N 33+71.04 2.64'/, 894.08 L3222 33+75.08 25.05 fi94.10 L3225 33+71.08 0.00 694.44 L3226 33+75.06 .88 .0. 2% 4.38% 0.35% L3 13 0.53'/. L3231 0.50% L3208 0.78'/. 8.00'/. 3.36% 14.8' 34+76.70 L321 L32 L3234 34+80.70 .5 _ L3207 L3216 L3206 694.03 L3232 Ll' S' 693.55 L3236 34+80.70 20.50 693A8 L3237 34+76.70 20.50 693.50 Point Station Offset Elevation L3213 33+85.81 34.50 69423 L3214 33+80.08 34.50 69425 L3215 33+75.09 34.50 BRAT L3216 33+71.09 34.50 694.51 L3217 33+55.29 32AD 694.98 L3218 33+56.09 26.60 894.84 L3219 33+71.09 28.50 894,42 L3220 33+71.06 25.09 694.14 L3221 33+71.04 23.10 894.08 L3222 33+75.08 25.05 fi94.10 L3225 33+71.08 0.00 694.44 L3226 33+75.06 0.00 694.42 L3227 33+75.06 20.50 694.01 L3228 33+85.85 28.55 694.14 L32M 34+76.70 0.00 693.91 L3234 34+80.70 0.00 693.89 L3236 33+71.04 20.50 694.03 N O Point Station Offset r o L3201 34+60.70 23.00 693.53 L3202 34+80.70 23.49 693.54 L3203 34+80.70 J�-z 693.94 L3204 34+80.70 34.50 694.03 L3205 34+76.70 , 694.05 L3206 34+69.28 35 L5Y0'i 694.30 i°'7't _1 34.50 9 e 1 34+56.11 1..,d 693.88 L3209 34+63.28 Point Station Offset Elevation - L3201 34+60.70 23.00 693.53 L3202 34+80.70 23.49 693.54 L3203 34+80.70 28.50 693.94 L3204 34+80.70 34.50 694.03 L3205 34+76.70 34.50 694.05 L3206 34+69.28 34.66 694.30 L3207 34+63.28 34.50 693.82 L32DS 34+56.11 34.50 693.88 L3209 34+63.28 28.50 693.73 L3210 34+69,28 28.50 69421 L3211 34+76.70 28.50 693.96 L3212 34+76.70 23.49 693.56 L3223 33+75.09 28.50 694.38 L3224 33+80.08 28.50 694.15 L3229 34+19.14 28.81 693.95 L3230 34+56.07 28.55 693.77 L3231 34+19.09 34.76 694.07 L3232 34+76.70 23.00 693.55 L3236 34+80.70 20.50 693A8 L3237 34+76.70 20.50 693.50 C� 0 5 FEET PR ECT 110: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAO GATE: 7/25/2012 6:30:50 PN ORANN BY: CAD FILE: K:\CR\IE\2009\091023\CAO\Plain\09I023_S32.. t NO DATE BY REV[SIM DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA I STP -U-3715(6541-70-52 LOWER MUSCATINE ROAD PEDESTRIAN RAMP LAYOUT SHEET N0. S.32 r"°•' I �I m m � L3342 �� 1.7 % L3319 'rp L PROJECT NO: 091023 DESIGNED BY: S. SOYERB PROJECT DATE: CIECKED BY: S. WYERS CAO DATE. 7/25/2012 600:51 W DRAW BY: CAD Flt£: %+\CR\IE\2009\091023\CAD\PI.\O91023_S33.6t 2.002 m o/ L3308 4.6' L3312D�..- >> 01 L3311•0 0.50% O+ ♦� 00' •hod. L3L3339 2.00% - -- - - L3315 8. L30314 0 -' 13307 _ 0.501 L3338 - _ 0 L3340 3,2. L3325 I • _2.002 0 2.007. - - 321 y�i• L3320 .IP. 7.5' L3337 - -ol `L 3347 0.50'. 0. q.1 22.5' - - _ 2.002 _ _ _ �I7LL3336 09�. 0N. L3322 ,'J L3316 22.5' I -0_50'/. L3335� �S- LOWER MUSCATINE ROAD * SEE SHEET L.34 REVISION CEBCflIPiION * Foth Point Station Offset Elevation L3320 40+43.85 30.91 693.68 L3321 40+43.85 -32.87 693.71 L3322 40+43.85 37.55 694.08 E 40+24.81 31.99 694.31 L3324 40+24.02 39.94 694.47 L3326 40+41.10 43.88 694.18 L3326 40+50.86 49.59 694.32 L3327 40+59.00 -57.42 694.20 L3309 40+68.78 .77.62 684.42 L3310 40+72.73 -76.97 694.34 L3311 40+63.15 54.02 694.12 L3312 40+67.75 53A2 693.75 L3313 40+69.83 53.15 693.72 L3314 40+67.24 49.45 693.75 L3315 40+62.64 50.05 894.12 L3316 40+55.24 43.80 69421 L3317 40+47.85 -37.55 694.08 L3318 40+47.85 .32.87 693.71 L3319 40+47.85 -20.50 693.88 L3342 40+43.85 -20.50 693.83 r"°•' I �I m m � L3342 �� 1.7 % L3319 'rp L PROJECT NO: 091023 DESIGNED BY: S. SOYERB PROJECT DATE: CIECKED BY: S. WYERS CAO DATE. 7/25/2012 600:51 W DRAW BY: CAD Flt£: %+\CR\IE\2009\091023\CAD\PI.\O91023_S33.6t 2.002 m o/ L3308 4.6' L3312D�..- >> 01 L3311•0 0.50% O+ ♦� 00' •hod. L3L3339 2.00% - -- - - L3315 8. L30314 0 -' 13307 _ 0.501 L3338 - _ 0 L3340 3,2. L3325 I • _2.002 0 2.007. - - 321 y�i• L3320 .IP. 7.5' L3337 - -ol `L 3347 0.50'. 0. q.1 22.5' - - _ 2.002 _ _ _ �I7LL3336 09�. 0N. L3322 ,'J L3316 22.5' I -0_50'/. L3335� �S- LOWER MUSCATINE ROAD * SEE SHEET L.34 REVISION CEBCflIPiION * Foth Point Station Offset Elevation L3320 41+28.96 48.00 693.87 L3321 41+32.14 45.64 693.93 L3322 41+38.36 45.17 694.27 L3323 41+29.08 -77.37 694.26 L3324 41+33.03 -76.76 694.34 L3326 41+39.67 47.42 694.33 L3326 41+51.13 .36.18 894.66 L3327 41+72.63 -29.51 695.29 L3328 41+72.54 .25.51 695.21 L3329 41+48.94 .32.83 694.50 L3330 L3331 41+48.90 41+48.94 .28.81 - - -28.42 894.18 694.16 L3332 41+44.94 -28.81 694.12 L3333 41+44.94 -32.83 894.4 L3334 41+35.92 41.20 694.27 L3335 41+31.69 41.67 693.93 L3336 41+18.46 43.15 693.86 L3337 40+96.10 45.65 694.31 L3338 40+74.63 48.48 693.86 L3339 40+75.15 .52.45 693.92 L3340 40+96.55 49.62 694.27 L3341 41+18.91 47.12 693.82 a SEE SHEET L.34 L3444I LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70.52 FROM KIRKWOOD AVENUE TO IST AVENUE LOWER MUSCATINE ROAD IOWA CITY, IOWA PEDESTRIAN RAMP LAYOUT 'O N O ti �I N L3416 41+14.10 43.87 694.88 I L3415I 53404 S- '6� 0 0 N o N o 0 OI I N Station Offset 0% L3417 \3414 695.33 om L3401 40+43.84 D L3401 41+44.93 ,1.61% ;°IL3402 L3402 L3401 L3O)413 694.38 m 412 4.6' .3' LOWER MUSCATINE ROAD Point Station Offset Elevation L341 V 41+14.10 43.87 694.88 L3424 53404 S- '6� 43.72 694.95 L3425 41+30.28 2 ��• L341 Point Station Offset Elevation 695.33 L3427 L3401 40+43.84 27.42 694.28 41+44.93 32.52 L3402 40+43.84 30.04 694.38 694.80 L340f L34D3 40+43.84 34.55 694.74 41+48.94 4jC L3404 40+41.54 37.82 694.80 694.80 \' LU05 40+52.77 49.91 695.26 41+48.93 L3405 LM06 40+56.20 47.86 695.20 695.43 L3436 LM07 40+60.77 47.89 694.83 41+50.69 40.81 L3408 40+63.08 47.90 694.87 695.45 L3439 L3409 40+60.80 43.89 694.77 41+30.32 47.68 L3410 40+56.23 1 43.86 695.14 695.03 L3442 13411 40+47.84 34.55 894.74 41+44.94 0.00 LN12 40+47.84 30.04 694.36 694.67 L3413 40+47.84 27.42 694.34 LM14 40+47.85 20.50 694.25 L3415 40+47.85 0.00 0.0000 L3418 -40+43 85 0.00 0.0000 L3417 40+43.85 20.50 69421 L3418 40+63.10 43.90 694.80 L3419 40+68.29 43.94 694.88 L3420 40+90.79 "AD 0.0000 LU21 40+90.76 48.10 0.0000 53422 40+8826 47.94 fi94.95 4.6' .3' LOWER MUSCATINE ROAD Point Station Offset Elevation L3423 41+14.10 43.87 694.88 L3424 41+26.81 43.72 694.95 L3425 41+30.28 43.69 694.97 53426 41+34.76 43.63 695.33 L3427 41+44.93 3731 69521 L3428 41+44.93 32.52 694.83 L3429 41+44.93 30.62 694.80 L3430 41+44.94 20.50 694.63 L3431 41+48.94 20.50 694.65 L3432 41+48.93 30.62 694.80 L3433 1 41+48.93 32.52 1 894.65 L3434 41+48.93 37.21 695.23 L3435 41+65.60 32.47 695.43 L3436 41+88.00 36.45 695.51 L3437 41+50.69 40.81 695.29 L3438 41+37.71 50.38 695.45 L3439 41+34.80 47.63 695.39 L3440 41+30.32 47.68 695.03 1-3441 41+28.85 -Z7 72 695.03 L3442 41+14.15 47.87 694.96 L3443 41+44.94 0.00 694.61 L3444 41+48.94 0.00 694.67 3.5' 3423 0.56% 53424 4 6.0 U/. 19 1.96% Tit �"� o' L3439 22 2.13% 2.09% 3442 0.55% i 8. 0%- - - - - L373544 41 L3440 O. 3.5' 4.5' _ \ 184+00 -1- L3437:., 1 0 0 L3436 `N ww t� o s _ 'a FEET r PROJECT N0: 091023 DESIGNED BY. S. SOVER$ INDI DATE 1 BY I REVISION CESCRIPTIU' STP -U-3715(654)-70-52 SntEi u0. PROJECT DATE: CHECKED BY: S. SOVERS i I Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, vzsrzDlz 6:30b2 PM DRAwN 9r: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD S.34 CAD FILE: K:\CR\IE\2009\091023\CAD\Pian\091023.534.a5t IOWA CITY, PEDESTRIAN RAMP LAYOUT p v iJ r,.7 0.50% KL3�L3431 C7" m a o ,lam n nnv I/L343 L3437:., 1 0 0 L3436 `N ww t� o s _ 'a FEET r PROJECT N0: 091023 DESIGNED BY. S. SOVER$ INDI DATE 1 BY I REVISION CESCRIPTIU' STP -U-3715(654)-70-52 SntEi u0. PROJECT DATE: CHECKED BY: S. SOVERS i I Foth LOWER MUSCATINE ROAD IMPROVEMENTS CAD DATE, vzsrzDlz 6:30b2 PM DRAwN 9r: FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD S.34 CAD FILE: K:\CR\IE\2009\091023\CAD\Pian\091023.534.a5t IOWA CITY, PEDESTRIAN RAMP LAYOUT LD MIDAM/KIRKWOOD r v O < N 1.302 L 'o D L 522' 1.30% 0 0 1571 m Point Station Offset N 1.3506 N �L35 20 1.67% SHEET N0. 165+04.20 3519 690.84 165+04.18 n 690.54165+05.17 O D N N -21.08 1.66% S.35 L 3518 I L3507 690.02 0 - Da -1251 890.07 D D 165+05.15 0.00 N N PEDESTRIAN RAMP LAYOUT L3517 1.44% 690.60 e 165+05.15 1.3508 690.64 1.5 185+05.15 21.71185+05.15 L3516 0 1.3509 N 0 0 47.30 io a 0 1]4 47.21 e � L3614 .15 1.50% 691.18 L3616 .15 3515 691.09 L3510 .15 15.71 0 L3517 .15 v 0 -1.3514 690.89 L3618 - 0.00 690.42 50'/. � -1250 1.3511 s 1.3520 Point Station Offset Elevation LOWER MUSCATINE ROAD IMPROVEMENTS 165+00.20 -31.03 690.59 SHEET N0. 165+04.20 -31.02 690.84 165+04.18 -25.09 690.54165+05.17 FROM KIRKWOOD AVENUE TO 1ST AVENUE -21.08 690.60 S.35 165+0515 -15.08 690.02 165+05.15 -1251 890.07 N 165+05.15 0.00 690.32 PEDESTRIAN RAMP LAYOUT 165+05.15 13.29 690.60 165+05.15 15.71 690.64 185+05.15 21.71185+05.15 27.71 891.09 165+17.74 47.30 691.80 L3513 1]4 47.21 691.92 L3614 .15 27.71 691.18 L3616 .15 21.71 691.09 L3518 .15 15.71 690.73 L3517 .15 13.30 690.89 L3618 .15 0.00 690.42 L3519 1164+99.15 9.15 -1250 690.17 1.3520 9.15 -13.02 890.18 L3521 8.15 -15.10 690.10L3522 9.17 -21.10 690.58L3523 0.18 -25.10 890.591.3524 8.w 30.96 891.24 L3525 185+11.14 34.10 691.45 1.3528 18.5+03.27 35.80 691.33 1.3527 1 165+07.82 38.96 691.54 0 _ 5 rEET °71 PROJECT N0: 091023 DESIGNED BY: S. SOVERS NO DATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SHEET N0. PROJECT DATE, CHECIVLD BY: S. SOVERS Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD I S.35 CAO DATE: 7/25/2012 6:3063 PM DRAVN BY: PEDESTRIAN RAMP LAYOUT CAD FILE: %:\CR\IE\2009\091023\CAO\PI.\091023-S35aht IOWA CITY, IOWA 4.58% L3623 4.58% N 0 00 3.51% it362o 4.41% Point Station Offset Elevation L3wl 125+49.01 -16.97 703.09 L3802 125+49.00 -18.40 703.14 L3603 125+48.96 -24.98 703.67 L3604 125+48.94 -28.98 703.73 L3605 125+48.91 -3323 703.94 L3606 125+49.04 -33.72 703.94 L3607 125+54.69 48.33 704.59 13608 125+58.83 46.42 704.47 13609 125+58.57 45.36 704.51 13610 125+52.92 -32.75 703.86 13611 125+52.94 -29.00 703.69 L3612 125+60.19 -29.00 703.19 L3613 125+62.05 -29.00 703.14 L3614 125+62.34 -30.01 703.15 L3615 125+75.43 -30.05 702.92 L3616 125+87.98 -30.09 702,75 L3617 125+88.12 -29.10 702.73 L3618 125+89.43 -29.10 702.73 L3619 125+96.98 -2409 702.96 L3820 125+96.87 41.09 703.49 LM21 125+98.83 -45.09 703.63 LM22 126+00.83 45.08 703.76 13623 126+00.87 41.08 703.57 13624 128+00.98 -29.08 703.02 13625 126+12.98 -29.06 703.15 L3626 128+16.88 -29.06 703.19 2.782. Point Station Offset Elevation LM27 126+16.98 -25.06 703.10 L3626 126+12.98 -25.07 703.07 L3629 126+00.98 -25.09 702.96 L3630 126+00.98 -17.73 702.38 L3631 126+00.98 -16.63 702.33 L3632 125+96.98 -17.73 702.45 L3633 125+96.98 -25.09 702.98 L3634 125+89.36 -25.10 702.05 L3635 125+89.88 -24.10 702.63 L3636 125+88.01 -24.09 702.72 13837 125+75.47 -24.05 1702.83 13838 126+6236 -24.01 703.07 13839 126+59.52 -24.00 703.12 138/0 126+60.19 -25.00 703.13 13841 125+5296 -25.00 703.53 13842 125+53.00 -18.42 703.10 IPROJECT N0: 09[023 OESIONEE BY: S. SEVERS PROJECT DATE: CIECKEO BY: S. SEVERS CAO DATE: 7/25/2012 6:30:54 PM ORAMN BY: CAO FILE: K:\CR\IE\2009\091023\CAO\Plma\091023_S36.e6t I4 L3625 D J w m Offset A 2.00% N in L3628 w Q O 4.7' E L366 0 - L3615 O (� m J N � m w _ n 1.27% 1. r 36131� 50/. 7.4 y �•zq. D L3629 m 2 1.50% 8.0 ' L3624 -, O L36' m m o 00 3619 33 " 7.05% L3611 0.00% 48.00 0 o 0 .00% #Foth w Offset � a m n N in 1.477 w Q O 4.7' E L366 L3637 - L3615 24.00 0 0 _ v � m w _ n 1.27% L3647 r 36131� 50/. FL y �•zq. D 9i m 2 N L36408 L 3639 N N J 01.50% m w 7'L3641 m m \ L3651 125+49.26 40.00 597. L3611 ,_ 8.00'/. 48.00 0 o 0 .00% 1.50% � 8.00% #Foth w Offset L3664 13663 L3643 O 17.49 w Q O 4.7' E L366 U - N - 126+00 24.00 0 0 ri ry . 1.50% 24.00 L366q L3 61 m m L3647 A 136.0 A 25.26 50/. FL y �•zq. D #Foth Point 0.81% Offset L3664 13663 L3643 O 17.49 � m a > 4.7' L3665 L3662 L366 1.50% 0% 125-49.20 24.00 0 0 1.00'/. . 1.50% 24.00 L366q L3 61 m m L3647 A 136.0 A 25.26 50/. 3670' y �•zq. D 29.15 m L3649 0.55% L3671 L3659/ 32.00 N N J L36M A m m 3200. 0.13% Point Station Offset Elevation L3643 125-49.18 17.49 702.84 L3644 125-49.18 19.33 702.85 L3645 125-49.20 24.00 703.16 L3646 125+41.20 24.00 703.36 L3647 125+33.17 25.26 703.56 L3648 125+33.16 29.15 703.60 L3649 125+41.23 32.00 703.40 L36M 125+49.23 3200. 703.20 L3651 125+49.26 40.00 703.28 L3652 125+49.28 48.00 703.35 L3653 125+53.26 48.00 1 70324 L3654 125+53.25 40.00 1 711329 L3656 125+53.23 32.00 1 703.14 L3656 125+58.57 32.00 702.71 L3657 125+82.45 32.00 702.56 L3658 125+75.73 32.00 702.56 L3659 125+88.45 32.00 70221 L3660 125+91.77 32.00 702.30 L3661 125+96.98 32.00 702.67 L3662 126+00.98 32.00 702.73 L3w3 126+08.98 32.00 702.78 L3664 126+08.98 24.00 702.71 13665 126+00.98 24.00 702.81 L3686 126+00.98 19.27 70223 L3667 126+00.98 17.49 702.16 L3686 125+%.98 19.27 1702.17 13669 125+96.98 24.00702.55 m L3670 125+91,77 24.00 702.18 L3671 125+88,45 20.00 1 702.25 L3672 125+75.70 20.00 702.57 L3673 L3674 125+62.45 125+58.57 24.00 24.00 702.64 702.68 I^J 1 13675 125+53.20 24.00 703.10 13676 125+53.18 19.31 702.78 T^-> LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA A J 0 0 f, -41 n _ DEFOREST �C-) 0 in o w AVENUE m o N L3657 L3673 1.06% •I A w 0 0 0 � 0 0.40% L3674 L3656 o m ma O 3676 0.50% L3654 6.83% 0.727. N 0.58% N L3653 , 3675 h� N in L3655 o 0 m 0 43 1 7 6.64% • 0.50% 0 0.97% 0.98% 3644 8.L3651 8 13652 L3645 L3650 .8' 4.7' N N A 0 N 0 m L3649 0.50% L3646 N N ry N N � LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA A J 0 0 N STP -U-3715(654(-70-52 sIEEr "°' LOWER MUSCATINE ROAD 3.36 PEDESTRIAN RAMP LAYOUT f, -41 n _ Y �C-) N N STP -U-3715(654(-70-52 sIEEr "°' LOWER MUSCATINE ROAD 3.36 PEDESTRIAN RAMP LAYOUT PROJECT NO: 091023 DESIGNEO BY: S. SOWERS NO DATE I BY REVISIM DESCRIPTION LOWER INE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SIEET W. PROJECT DATE: CNECKEO BY: S. SOVERS WON #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE RKWOO I I T.01 CAD DATE. 7/25/2012 6:32ml PN DRAWN BY: EARTHWORK TABULATION SHEETS CAD FIU. X:\CR\IE\2009\091023\CAO\Plena\091023_TOImM sown clrv, sown OEISN "ll ONEENNON MON ONE ©00ENE I I I I VIT, in�'���'�iI'�'�'�'����� ONENIONE ONE MEN ONE ONE ONE EM. OM- NONNI 0����� I I I iIi'��EME E N EMEE��RN����� ®©��000����� II II �•�����������--� II I�I ® '0������� I I I ���i'frvmff lM EME OWNOWN----� II ®�®®®������� I I II R��Ii'i�.•'ii���•i��i��i������ ����� I II ���'���i'ff��:'---_- ����� I rl in ti"ii'�i��i��%��i��i������ ONE I I I �I ��i'�'R'm;rm m; mom;om ��� I I®®®®�®MME MME ORN ��� I I I I �� ��i�i���FII'� ENO011010 II MEN I II MEMOOOE!OwME ONE ®��®®MON �®®�����ORN II II mll'f'EMENOWN NOOMENNE ONE ONO ONE ONE 00001�III �m;FI mmmm;Fm ommomMEN ONO -MEN ®��®®00MOO IMMMMIMMMM II II f:%'�} llim til'�i'lml Orm ��OO� ®��000©©����� III IHMmit_i wm mmm 11 11101 O}m----- .MMMMMMM MUMMMMM MMMMIMMM IMMMMIMMMMI II II I.iilmOmmmm MOO MOO MOO ®MEM MMMMMMMI III �i����•�mm'mmmmEm MOO MOO �MMMMMMMUMM®®MMM MMMMIMMM IMMMMIMMMM I .: I IOEM ®�MM�®®M���� Fos�f:'tis�� f��i�tMMMMEM MMMMMMM MOO MOO II II I II �MUMMM�M0MM®®����� II I I i%��I'�•'ti�O%'10i 111011 mmmmimmm OFFS -for, in ®��M�®®®����� Now, II ��MMM MMMM M ' MMMMIMMM MOO mmmmUMMMEM ®MOO IMMMMIOfflEnmMimm mmillml M Owl miZmmillimmmil-mim� MEM MOO I II II mil'm}:mom illml OT:'ii:'1111immm _mim 000 MMM MOO IMMMMI II iMmmm limilliv'Or'Rm Him� ®MMM®MEM MTM MOO IMMMM II II t Iiia m illml O 1111NO ������ Will MIS ®0�MUMMMMM ®®MOO IMMMM �immmIMMMMIMMME MOO mffne mum mmmmmum mmmm�mMM MOO MOO MOO MMM MOO I I I m millli%'OFis t:1 mm'livsmillimmm imm ON MUMMM&M MOO IMMMM ON MEM MOOfiQi�In-� t'�'11:'f:'�'fi'�I'����� I I �MMMMM2M MEM MEM MOO OFILI WMI �®���®®�M��� II • I II ®MUMM®®®MMM MMMMMMM MOO Immmmmmm MMMMIMMM MMMMIMMM� II MMMMUMMMMM MMM MUMM®®MMM MOO I I ������ or, IV= �������'f������������� II ®��000����� II I II �_������A_II_imnm ----_ I I I I �MUMMMNM ®MMM MOO��� I I I I:I OMIll m '��fl'��t������ ®MUMMWM MOO I I II Immmmmmm MMMMIMMM II MOO _MMM II®®M�MUMM®®MMM MOO®®®®ORO EMEMONE ONE��� I II I'f'�'�I'����� II �0M�©®®����� OEM I II i'f'�i�R��I'�������� II I I ®0� '®�®®����� II ��'�����E'�:'��_MON ONE MOO ONE ONE ONE ONE ONE ONE NOMEN II ��OZO ONE ���� ® ONO INEEMENE II EMOOMEN ONE 1000000001 Off-Mlil mil OMEN �-NE!m Nov -1191 fflo, OUNN0EMOOMME ONE i���:'���i�%i�tl:�i:%������EMOMENN : • II I MONNIONE • I II mr."M Woo INEEMONE ONE ONE INEEN INEEMONE MOO ONE MENNEN10000 NOMEN ON 111 111 11111111 11111 ENOMEN-�MON � ONEEN ������� mil W 111 Mills imill PROJECT NO: 091023 DESIGNEO BY: S. SOWERS NO DATE I BY REVISIM DESCRIPTION LOWER INE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 SIEET W. PROJECT DATE: CNECKEO BY: S. SOVERS #Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE RKWOO I I T.01 CAD DATE. 7/25/2012 6:32ml PN DRAWN BY: EARTHWORK TABULATION SHEETS CAD FIU. X:\CR\IE\2009\091023\CAO\Plena\091023_TOImM sown clrv, sown PROJECT 110: 09!023 DESIGNED BY: S. SOVM IN01 DATE jBYI VISION DESCRIPTION LOWER INE ROAD IMPROVEMENTS STP -U-3715 654)--70-52 TABULATION OF TEMPLATE OUANTITIES AND ADJUSTMENTS Foth RKWOOMUSCA FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY. IOWA EARTHWORK TABULATION SHEETS T.U2 aLum no 11 --- •��®®���------_--__---0000011000 MOONS! wrom mil 1000000001 _-----_---_- or Vol I --- 00000©0 --0010011000 IONS 0001 ------------ __---0001 SOMEONE I I I RIR —�0�������� I9 �s®®svv����� ., I I sss100000 000001 ' " sssssos����� •' ' " �s���sss����� �s©sssss����� I. � ��� „ sEa�1000 ®®0001 10001 OWN 01�000000 1000000001 000001 000001500 11MO 51ME 0000011000 0000010001 000001 0001 SIMONS mommmilsom 1000000001 100000 1000 SIMEON111111 0001 Iff"OTME10s���® Qmiimmill mullmillm Q0111111i ills 1000000 0001 II„soillm 1111milromilml mallmillm i��� 0001 0 0001 " ®©mmans illm ills 0100001MON®®ss 0100000001 100000 0010001MON ■raziloe ���ss����� ®©® 0000010001� OR;Mom, OOOONI 1000 1000 1000 0001 0000010001Rl 0001 1000 1000 0001 0001 0001 0001 OKOOOv©©0001���� I I �T:����s®®�����sa �©��svv����� I R4�����������MOORE OCOOO�000 „ OWOOOv��svv����� IRR�ss_—_-- 0001 0001��� 0001 1000 limmillmOml 1000 0001 0001 017c00010000011000 ��OKO �s©s0000011000 0001 limmillimmi 100000 INOONSIMON 0001 000001 —0001 0001 000001 000001 R R �s®®sssONNONIONNI NOOl 0001 000001 RIS©000 ®©©©0100001000 0001 0001 000001 _ 1000000001 mmml mmml Immomm0100000001 mmml �sOVO ®�OKO 000001 000001 000001 PROJECT 110: 09!023 DESIGNED BY: S. SOVM IN01 DATE jBYI VISION DESCRIPTION LOWER INE ROAD IMPROVEMENTS STP -U-3715 654)--70-52 SAEET PROJECT DATE: CREC(ED BY: S. SOVEn CAD BATE: vnrz0a 5:32:0I PN ORA" BY: ceo PB.E: %:\CR\IE\2009\09!023\CAO\Plam\091023_i01.aM1e Foth RKWOOMUSCA FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY. IOWA EARTHWORK TABULATION SHEETS T.U2 14 I IS \ \ \ FORAKER. THOMAS J \ \ \ \ \ WILLIAMS. FRANK & AMY JO \ \ C8 o00 % � \ \ 3H0 � \ I o s}- 6" TOPSOIL AND SEEDING f7 � G+ CAP UNIT ADHERES TO TOP UNIT A NAa-WITH s Fl 1— �— f1 — — \ — — — — — — — — — — —`— ADHESIONCRETE — — — — — MODULAR DRAINAGE CONCRETE 1 COMPACTED — — TI — — —� — -- - — — — — — — _ _ — — — — — — UNIT / GRANULAR i SW3 oy, p BACKFILL — — - — - — Y a 2 LOWER CAT I ROAD I _ \ N PCC 00 SIDEWALK J COMPACTED POROUSo — \ BACKFILL H San. — — — — — — — — — — — 6" PERFORATED — — — — — — — .. i SUBORAIN WRAPPED _�. -AMI A: .. ,. l BLOCK IN FILTER FABRIC. SLOPE TO DRAIN _ - - -- BURIED 12 FT MINI _ _ _ WALL N0. 1 _ _ _ _ — _ — - - I ���®-��® �'� _ MINIMUM (1/8" PER _ _ _ _ _ \ '$TA�.75.TS — — — — — — — STA 9+83 43 9 — STA. 12-13.88 I MALL N0. 3 WALL END WALL NO. 3. I� O UNREINFORCED CONCRETE EGIN WALL NO. I I i MALORNER. J 2 OR GRANULAR PAD s 4. EXTEND "' SUBDRAIN + q� ADJACENT PLUG PI LEVELING $UBO N d TO STAIRS. \ BE o" KRON. RONALD R — — STA 10-35.38 \ & LINDA SUE WAL. CORNER.. CORNS 7 \ SIl STA. 10+23.38 EX ND WALL 6.0' WALL CORNER. AD J LENT TO DRIVEWAY. aJ� Arlo EXTEND WALL 6.0' ADJACENT TO DRIVEWAY \ \ 'J LAS MAA. RSMALL. DOUGL W LL CORNER. & GUy61A ADJACENT TO STIRS.EXTND TOP OF AP TOP 0 CAP -- OP OF CA ELEV = 141.14 ELEV 691.14 LEV : 69 1.47 — FINISH G i9v ADE Q ur 9= IM FINISH G ADE 0 FACE OF MALL MALL . 1 FACE OF ALL WALL NC, 2 WAL N0. 2 AREA .117 SF W LL NO. 1 AREA 297 SF iu OF CAP TOP OF AP ELEV 69LI4 ELEV : 691 81 SCI FINI H GRADE 0 MALL N0. 3 FAC OF WALL W LL NO. 3 AREA = 4.86 F 10+00 +25 +50 II+00 +25 +50 +75 +75 7+00 +25 +50 +75 8+00 +25 +50 +75 9+00 +25 +50 +75 +75 f2+00 +25 +50 PROJECT 40: 091023 DESIC+ED BY: S. BOWERS NOI DATE I BY REV[SIM DESdNPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)--70-52 BEET N0. PROJECT DATE: CHECKED BY: CAD DATE: 7/25/2012 6,3258 P MANN BY: S. SOVERB Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD V01 RETAINING WALL DETAILS CAO FILE: X:\CP\IE\2009\091023\CAO\Plena\09102J_UO Lzht IOWA CITY, IOWA ``\ 19 O �yy. ` \ �+ \ M AMR NR HESTER F ` \ O JJ • •a o 60 41OD x� A� \ N 6" TOPSOIL AND SEEDING � \ � \ \ I CAP UNIT ADHERES TO TOP UNIT %\ \ \j , oz v 4 Wu. — — — — _ _ _ — -CT — L K WITH CONCRETE i— — -- _ ADHESIVE — H/W T mjotR.W MODULAR 0� DRAINAGE CONCRETE ICOMPACTED UNIT p GRANULAR / BACKFILL — _ — _ _ — — —'� G _ ¢ � s a I a PCC �� -✓ '00-09 S10 SIDEWALK OMPACTED LD1jER SCATINE ROAD / J \ > \ Zz BACKFILL- ° / 6" PERFORATED - - - - -- — — ------ - - — - SUBDRAIN WRAPPED TE I BLOCK nXREEM i I- IN FILTER FABRIC. R/W �" W / BURIED MINIMUM f 12 SLOPE TO DRAIN U/8" PER FT MINI \ C SUBDRAIN - _ •— _ _ �' a UNREINFORCED CONCRETE OR GRANULAR SEND — _ — — _ — — — — — — — — — — STA. 20+25.25 \ LEVELING PAD \ STA. 1LL N WA BEGIN MALL N0. 4 \ O ENO WA N0. 1 SUBDPL o 2� G p ° 43 \ STYRDN STEPHEN L THAN MAR A A © 0 20 \rd �+ FEET A H h� (J Y - ra. TOP OF C P. P OF CA ELEV = 6116.54 TOP OF CAP CEtl c 69 .87 EIEV= 695.20 444 INN t�ftt FIN SH LRA FACE OF WAL MALL N0. 4 gqn WALL NO. 4 AREA = 486 SF TT_T_ +75 20+00 -+25 +50 +75 16+00 +25 +50 +75 17+00 +25 +50 +75 18+00 +25 +50 +75 19+00 +25 +50 +75 21+00 +25 WiDJECT N0: 091023 OESINEO S. 90YER5 NO DATE BY REVISIW OESCRIPLION LOWER MUSCATINE ROAD IMPROVEMENTS STP-U-3715(654)-70-52 5(654) 70 SXEET W. Y: PROJECT DATE, CHECKED BY: 5. SOYERS Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER M ROAD U,02 CAD DATE: 7/2512012 6133iCD PM DRAWN 3Y, RETAINING WALL DETAILS CAD FILE; x,\cR\IE\z009A09]0zDAceD\Pmn.\a9iDz3_wz.•nn IOWA CITY, IOWA CD «, 0 I N O O x 8 FT SECURITY A. O CHAIN LINK FENCE r' x + CAPSTONE 0 (SEE NOTE 3) P I TOP OF WALL ELEVATION GUARDRAIL BLOCK (SEE NOTE 2) \ VARIES 3.0' 6.0' MIDAM - KIRKWOOD J � -�-- I I VARIES 6" TOPSOIL AND SEEDING \%I RETAINING WALL ALIGNMENT -- 8" PCC WITH 6" CURB MID AMERICAN ENTRANCE 3.6• WALL "' (REFER TO SHEET 8.10 \ FOR TYPICAL SECTION) CONNECTO BATTER SUBDRAIN TOP FACE OF RETAINING WALL AK ` 8 FT SECURITY CHAIN LINK — FENCE. COORDINATE PLACEMENT - - - - - - - - - - - - - - - - - - MODULAR BLOCK RETAINING LOCATION W/ PROPERTY OWNER - - - O I WALL. HEAVY O KIRKMOIHI ENTRANCE Q DRAINAGE OW �. COMPACTED 0 / \ i l2" GRANULAR 0 O i E BACKFILL s. 6" PERFORATED x \ S p SUBDRAIN WRAPPED o' o IN FILTER FABRIC. _ -- _-x—x—x—x—x—x—x—xJ y SLOPE TO DRAIN 6"� (1/8" PER FT MIN.1 C ' .0. UNREINFORCED CONCRETE < It xl OR GRANULAR Z SUBDRAIN PLUG �+ LEVELING PAD W NOTES = L CONTRACTOR RO TO SUBMIT SHOP DRAWINGS V i FOR MODULAR BLOCK RETAINING WALL. BLOCK SHOP DRAWINGS MUST BE STAMPED BY A LICENSED ENGINEER. LAI i 2. GUARDRAIL BLOCK TO BE INSTALLED PER MANUFACTURER'S O SPECIFICATIONS. TOP TWO BLOCK OF THE WALL SHALL BE p FEET 20 GUARDRAIL BLOCKS. r £ 3. PROVIDE HOLES IN CAPSTONE FOR FOR CHAIN LINK FENCE POSTS. + no C> r" iO 11J STA. 10 1+92.0` L 1 TOP IF WALL 698.87 STA. 1302-34.0 _ STA. 100 468.0 OP OF WA L = 6q7.54 STA 1002-78.86 vxwm Mm TOP F WALL = 696.20 - 695 713 6 690 640 685 685 ® =GUAR RAIL 8 OCKS GRAVITY RETAIN) G WALL QUANT TY = 2157 SF. 1000+00 +25 +50 +75 I001+00 +25 +50 +75 1002+00 +25 +50 PROJECT ND: 091023 0ESICWD BY: 5. SOWIIS HO GATE BY REVISION OESOfIPiION LOWER MUSCATINE ROAD IMPROVEMENTS gTP�+II75g7'F,fF�S 7Q 5p CpWEq MU3GA�INE-ROAD �EEf W. PROJECT DATE. CHECKED RY: s. wvERs �� TFR0M KIRKW00D AVENUE TO IST AVENUE MIDAMERICAN-KIRKWOOD �f_�'3 CAD DATE: Tizsizoa 6:33:03 PN oRnuN Or: RETAINING WALL DETAIL CAD FILE: %:\CR\IE\2009\091023\CAD\Plana\WI023_UO3.aDt IOWA CITY, IOWA oy I LOWER MUSCATINE ROAD 6" TOPSOIL AND SEEDING CAP UNIT ADHERES TO TOP UNIT 4 MAX, WITH CONCRETE ADHESIVE MODULAR 0 'O „ DRAINAGE CONCRETE 1 COMPACTED UNIT GRANULAR N pp Q BACKFILL ( II J IV•VAI II Y Cr J B /�2 4 LLQ > OW / I Y V PCC 02 SIDEWALK 1-0 - ___—_-----_A R/VV EMOVE EXISTING MALL 2 n I BLOCK' • ,_ PROTECT RETAINING MALL N0. 4 . ' °.Dx EXISTING STEPS BURIED MINIMUM r 12" --------- --- -------- — — — — — — — - UNREINFORCED CONCRETEOR N N \� AR LPAD J�WALL LLEVELNG NO. I _ FACE OF USE RETAINING WALL FOR ONVIEWAY AT STATION 6+09 95 :1 191 A695 TOP OF CAP OP OF CA ' ELEV = 691.43 LEV = 69 .43 - 90 690 2 17 FACE F WALL 85 - BOTTOMO: ALL N0. MALL = 689.10 685 BOTTOM OF WALL = 688.42 - WAL NO. 4 AREA: 8.8 SF --T PROJECT NO: 09!023 DESIGNED BY: S. SOVERS NO WTE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 „F-� _ _ PROJECT DATE. CHECKED BY: S. RIVERS Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE LOWER MUSCATINE ROAD U,04 ce0 DATE, 7/2512012 6.33A4 PM DRAWN BT: RETAINING WALL DETAILS CAO FILE: X:\CN\IE\200R\091023\CAOViws\01023_W4.=Nt IOWACITV, IOWA 4 D 3 D 2 D 1 D 1 D 20 3 D 4 5 D 6 D 6 D 5 D 4 D 3 D 2 D 1 D I 1 D ID 3 D 4 EX. R/W O X.R/W — — --rlqr EX. R/W 6q'. 16 - -i X T _ _ 4-0 Uzi z.1 690 RS 91.3 IJX X T PROPI SIDE ALK EXIS INO BTO MA BACK CM SIDEWALK — — — — 689.9 7 7nn FY R/W 2+9� Inn E%. R/W EX. R W 3+t2O�0. EX. /W figli A 1 694.27 – v - — LOX — 3.0... -- :`- o r� q 695. i ~c EX: R/W 2+O .00 EX. R/W - -ISM, :X.R/W 3+0).00 69 .44 X.R/W7Q0"" •.• 97.] 0.1X__. PROP SIDE ED BACK ALK TO MA CH ~_'- _E — 2.1 3.82 – _ – EX. R/W _ {,p _1+815.91 69 .9 1 .31 EX. R/W ' EX. R/W F 2+715.00 6c)2.22 EX. R/W rqg - 1 ].6 - 1.0% i SIDE ExiS ING 0 BACK ALK TO MA BACK CH SIOEWALK - - - -- „ — •7X a — �� f ---= 63 5 4 2 1 7 2 3 4 5 6'0 5 4 3 2 1 1 2 3 4 5ED PROJECT W. 091023 OESIONED BY: S. SOVEPS PROJECT BAT CIECKED BY: 5. SOVEPS CAD DATE: 7/25/2012 6AIA0 PM DRAVN Br. CAO FILES xn02�tE�zOD9�D91023�cAO�P�r:adv-LKR_y0l.snt NO GATE BY PEVISIOM DESCRIPTIRI Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA Cm, IOWA STP -U•3715(654)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET W.01 5 40 3 D 2 D 1 D 1 D 2 D 30 4 D 5 D 6 D 6 D 5 D 4 31 21 11 11 10 21 3D 40 5 + EX R/W rqn EX. R/W 2X 68c.42 ------ � EX. R/W _ _ 68 .54 667.8 9.6 4+2 •OO EX. W EX. /W Agn2 EX. R/W EX H/w 68c.63 , , 1.M� -- — — EX. R/W 68E.76 _ �✓ — 669.1 - X r ry 0 1 111 r — — :.."� l 1 Aqql 4+O •OO EX R/W I 7 fign £' y ..6X _22 — — t 68 .911 8 _ 3+7 •O O EX R/W Aqr cqn EX. R/ T7--4ox s �� ' J X. /W 2% X 68c.20 rqn Aar Mill; AM; _ — OX cam clO 510 4 2D 1 4 60 50 40 3 2 1 1 1 2 03 4 5 6 60 PROJECT NO: 091023 OESIONEO RY: S. SOVERS PROJECT GATE: cHEc%E0 er: s. savERs CAD DATE: 7/25/2012 6:31:01 PM I "A 6Y: CAD FILE: %:\CR\IE\2009\091023\CAO\PIAN\n.LMR_MOI.eNt NO WTE BY REVISION OESCRIPTI00 Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET W. W,Q2 5 D 4 D 3 D 2 D 1 10 2 D 3 D 4 D 5 D 60 60 so 4 D 30 20 10 11 1 2 30 4 EX11 R/W' EX. R/W /''1 7+5 •OO 68 .60 E% R/W _ — EX. R/W ¢8 .60 4 *912 -69A A, Iy- 99. 2Y. I, 99.8 GAR AAC; — X EX. R/W Agnraa EX. R/W 7+O •OO 68 .40 E% R/W. — — - EX. R/W ' uu 68 .35 _ — -- AAr — _ T 9q.7 ARS ARS 6rB9. �- — n rqn EX.R/W 6+5 •OO 68-1.66 EX. R/W • 68E.10 -' .0'i . ' q0 Agr ARS —r99. EX R/W EX. R/W -- -fign 68 10 EX. R/W 8+00.00 68 8rJ _ — 4 D 3 2 110 1 2 40 51D 1 11 50 40 30 2b lb 6 llo 20 30 40 so 6D MWECT NO: 091023 OESIDNED NY: 5. SOVERS DATE: CHECKED BY: s. sovERs CAD FATE: t/25/2012 3 CA 02 PM oRem 9r: CAD C110 FILE: X:\pi\IE\2009\091023\CAO\Plein\n_LNR_VF1.Nt NO FNTE BY REVISION OESCRIPTIIXI ` �O`� LOWER FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(354)-70.52 LOWERMUSCATINEROADIMPROVEMENTS CROSS-SECTIONS s"sET N0' W,03 60 5 4 3 D 2D 1 D 11 1 D 2 D 3 D 4 D 50 6 D 60 50 4 D 3 D 2 D 1 I 1 10 2 D 3 D 41 11 10 11+50.00 E% R/W .. EX. R/W 13+r O.O - EX R/W _ %. RYW 2X 68c.60 — 692.0 _ -- — -- % A _ -- 689.5 — F-01 _ -- EST DICT _. + EX R/W EX. R/W 13+ O-.O EX. R/W 68c.35 692.1 - T r _ a 2A% — —3. ' D' — — — RAS _ — — req.iV— AM r r _ EX11 R/W EX. R/W 12+E O.O E%. R/W68 .10 P 9 _ f;gci — .2 ARC; _ 47 - EX R/W 12+C O.O EX R/W'rqci. X. R/W E%. R/W 68 • .85 691,11 r m'. T51w .. _ 68c.85 L 692.2 —I— 4 2 1 1 AI 69 60 5 4 3 2 1 1 4 5 PROJECT N0: 091023 DESIGNED BY, S. 50VER5 PROJECT Dere, CNECKEO BYn S. SOVER6 CAD DATE. 1/25/2012 6.3443 PN �Avx 6r. CAO PIIE, NO WTE BY RE [SIM DESCRIPTION Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CRY. IOWA STP-U-3715(854 -70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET NO. W.04 4 D 3 D 2 D 1 D Q 10 20 3 D 4 D 5 D 60 6D 50 4 D 3 D 2 1 DD 3 D 4 15+r. 69 Oro .60 EX R/W EX. R/W 17+ 69 O•O .60 c ~ 693. 2. JFOY ST OUCT Agg EX. R/W.. 15+C 1.0.0cEX 691.35 R/W EX.R/W 17+00.0 01.35 Agn91. _ 6 693. AX _figs E P N _ —_ – JF0 tT OIILT EX. R/V 14 + E 0.O EX R/W EX. R/W 169 R/M 0 10 EX _..... X. R/W 2f;qn. X. _ �' A '`. 91J 6925 2.OX - 92.6....' r - — — _ _ ft SOY T OXT ST DUCT EX. R/W 14+ rqr 0.0 EX R/W. r. Q7 Aq.; EX. R/W 1 6+ 69 0.O .85 EX R/W _.. car 91. — -Ac; 91.3fign — – – 2 �O T IXICT ST DUCT 50 20 1 10 30 4 5 60 50 1 20 3 4P 60 PROJECT IO: 091023 DESHMD BY: S. BOYERS MJECT DATE: CHECKED BY: S. OVERSFot CAD DATE: 7/25/2012 6,34:04 PM DRAM! BY: CAD FILE: X:\CR\IE\2009\091023\CAD\Piens\aa_LMR_VOLMt NO DATE BY REVISION DESCRIPTION h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP-U-3716(654)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS "" W.05 40 30 2 D 1 D 1 10 2 11 4 E% R/W EX. A/W 69 .99 1 E%. R/W 69 .47 R -- S;qn r U-7 Ora c- EX. R/W 69 10 %GAq ` �� = — — — — — — — _ E%. R/W + 69 . .855 EX R/W. rqn 693.1 A' XW.2 — — i _ _ 5 4 3 2 lb 20 4b 5b 60 PROJECT WO 091023 OESICNE0 BYE 5. SOVERS MJECT DATE, CHECKEDSOYERS CAD DATE. 7/25/2012 6,34,05 PM IRA RN BY: CAO FILET Xi\CR\IE\2009\091W3\CAO\Plena\n1MR_R81 NO DATE BY REVISION DEWIIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CRY, IOWA STP -U-3715(654)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET N0. W-06 2 0 2:10 2 0 2 0 2110 190 ISO 1 0 160 1 0 1"0 130 120 1 0 1110 9 D S D 7 D 60 so 40 3 D 2 D 10 11 10 2 D 3D 4 EX.R/W 1+ O.O 695 ABAND LOWEST DUCT EX. R/M 1 +C O.O — T °c Y -' T GWESt EAST 4 \ ", ti• 700 Sit A.4 �0+mxcl z.z — Wz lb'it U4 AX s9s.o figj — — FG ELET,6./3 — _ OWEST AING0NI690 Ton -. .. + EX R/W,. 695 1.11TFA 69 .51 4. 6116. — _ T , 691.71 NOOH 80 7 240 2110 2 0 210 200 1 0 140 1 0 110 1 0 AD 1 0 1 0 110 160 9 5 40 3P0 10 IV 2 30 40 5 PROJECT NO, 091023 DESIGNED BY: S. BONERS PROJECT DATE, CHECKED BY: S. BONERS CAD DATE. 2/25/2DI2 6nAm5 PN DRAWN BY, CAO FILE, %dOi\IE\2009\091023\CAO\Plrn\v_LMR_W01.aHt NO DATE BY 1 REVISION DESCRIPTION Fot h LOWER MKWOO NE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO AVENUE IOWA CITY, IOWA STP -U-3715(654)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET NO. W,07 4 D 3 D 2 D 1 D 10 2 D 3 D 4 D 5 D 6 D 60 so 4 D 3 D 21 1 D 3 D 4 7nn_ t EX. R/W _23+IE O.O R/W 5+ O.0 E .R/W 1F3.- - — _ A Agn sm r%qn 7 1 llowIT i DME6T Ir p1Ct IRNWODO P RKING EDT EX. R/W 3.+ O..O E R/W mo Ion.O7nn.._ 5+ OAQ (im— -- _ *�� --t 694.65 .AqjB _ _ _ __ _ _ _ _ M. C i 'go` ANO WEST T OOEST CT - EX. R/W - Z+ O.O X. R/W EX-R/W 24+ O.O E). R/W _ -- -- -- _ — t 696.0 WEST T OWE6T t+O. EX.R/M 2+ O.O X. R/W EX. R/W El. R/W - _ .A _ -- a _... �OWEST O T "Owlems1c JCT 40 2 1p 9 ilo 4 510 60 IJ0 5 4 3�O 2 1 1 2 Alb 5 PROJECT ND, 091023 I ESIDIED BY, S. BOYERSNO PROJECT DATE, CHECKED BY: 5. SUM CAD DATE. ]/25/2012 B:34M PN DRAWN BY, LAB FILE,K,\CR\IE%2009�09102TCAD\PIm.�..1r0.w1.. t DATE BY AEYIBIOx DESCRIPTION Foth LOWERMUSCATINEROADIMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(654)-70.52 LOWERMUSCATINEROADIMPROVEMENTS CROSS-SECTIONS W,Qg 6 50 40 30 2 D 10 7 D 2 D 30 4 D so 6D 6 D 50 4 D 30 2 D 10 1 D 2 3 D 4 EX. R/W ?7+El0.0C Ef. R/W EX, R/M 69E.54 E . R/W 11; 7nn zx . 2. x 2 v9i.0 — r z. % z x 1. — - _ _... OWESSN CT - BOWES DUCT 27+C 0.0 E I. R/W EX. R/W 9+ 69E.63 0.0 E . R/W - 7nn CON TOP ECT TO CUBE X x 2 X \— %Agg.6 _ — _ — _�_ GOIS x. 1. 2. % 2 % A•115 %. - - — _ - - 691.3 - OWE DUCT - _ 695.2 AB OWEST T C2 N G7 26+50.071110 9 2. % EX. R/W .39 2 EX. R/W 8+ 69 0.0 .39 E . R/W _ x e — — --- _ —Rqr Agri 2. x 2 x P ` �OWE6� T �rq-, 0 ES N 6+ 0.0 - EX. R/W 8.+ 0.0 4 E . R/W '., __ - 695 x &CIrs figs aqq - 990 --- e .2 — — — 95.3 gqf) fign -- — — 695.1 F IN DUCT OWES DUCT -L 1 616 56 4 3 2 1 Q 1 3 40 50 60 1 60 SO 410 310 1 20 3 40 5b 6b PBOIECT W. 091023 CESIONEO BY: S. SOYERS BATE: cNECNEO er: s. SOY RS CAOOATE: TizsrzBlz su+:m PB INECKED: CAD CAO FILE: X:\CB\IE\2009\091023\CAO\Pl.m\n_LMR_WOLaM1t NO DATE BY PEV ISI N DESCRIPTION - - - - *Foth LOWER RKWOOMUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(654)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS 511EET �' W,09 4 D 3 D z D 1 D 1 D 2 D 3 D 4D so 6 D 60 50 4 D 3 D 21 1D 3 D 40 50 innEX R/W 31+ O' O A inn innEX. R/W 3c { 7nn _ — figs rgr 69C54 rqn ;;qn 7 OYE BANWN VEST DUCT T DUCT EX. -rqA 1..+inn �•0 E .R/Wioninn EX.R/W �+ O•O E .R/W 2. X 4 — — 696. 694.7q 4. X - F;qn OMA _7L -- OWE6T WC i DUCT inn.EX. _ R/W 0+0.0 E . R/W EX. R/WEX. 32+E0.0� R/W (� Agoi 4. x --- A• x . _ ---- I '. di—oil ABANDON OWEST ouc sr Doti EX. R/W 0,+ 69 0•0 .29 E . R/W EX. R/W 2+ 0•oinn .. E . R/W 7nnl zz . z.z x 5 _ - -- 695.3ABA A OEST OWES D T N 5 4b 3D 2 lb 110 2103 40 50 60 60 5p 4p 30 2P 1 10 20 3 4 5 PROJECT W. 091023 DESIGNED BY. S. BOMB PROJECT DATE: CHECKED BY: S. BOYERB CAD DATE 7/25/2012 6:34@8 PM DRAWN BY: CHI FILE: X.\L8\IE\2009\091023\CAO\Pl.�\v_LM Wl. ht NO DATE BY REVISION DESCRIPTION _ _ - r` FO`h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET NO. W. � 0 50 4 D 3 D 2 D 1 1 3 4 4 1 1 4 50 _69 • .54 EX. /w - GEIS rlqc; — — — X. R/w 69 . 19 EX. /w AB WEST 0 6 -- _ _I 891.]rgn 2. x— z T WEST 0 T Agg 69 • .79 x.R/w 69 a94 Ex. /w fign AB WEST -- — -- _l ___ -- -- — —sw. ABANBON 2.x_— % .0 —z T Z 69 .04 E). R/w X. R/w 69 .69 EX. /w - COYEST ABANOOM T 69 .29 E . R/w 69 .45 EX. /w fign L ABA �OYES Ilk— - — .t— — — 3 – 1 AB:Y WEST – _ DUCT 5 4 3 2 1 1 2 4 5 5 4 30 20 10 0 1 2 3 4 5 PROJECT N0: 09f023 OESICMEO BV: S. S0WR6 PROJECT DATE: CM CKED BV: 5. SOYERS CAD GATE: 7/2512012 6:34,09 PM DRAWN DV: CAD FILE: X:\CR\IE\2009\091023\CAD\Plain\n_LMR YOLaM1t NO DALE BV REYI610x DESCRIPiIgI Fot h DOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(854-70-52T LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS W.11 AID 3D 2D 10 Q 10 2D 30 4 5D 6D GO 5D 40 3 10 11 1D 20 3 4 so 6 tar CT To m"Iz EX. R/W 69 •. .72 EX. R/W' - - ... -. 61.3 X X R _.J — ---- —_–T - t 69 .29 _ E _ X. R/W 69 .47 E%. /w 40-+E 7nn ---- - 93. X 2 6 -- - 69 .30 — ABANDON OWEST T - - - - - - - - - -� .,. X. R/W 69 .57 E%. /W %. R/W 69 .2 1 g X.'. _ — — ABANDON O'EST T X. I I --- 69 .02 EXIST. RETAINING ALL _ _ _ _ — — C i0P 0 CT TO CURB EX. R/W 691.96 E) R/W rqn 2. X 1 X -m OWEST Ct CT 50 40 3 2b 1 1 20 4 5 5 4 3 2 1 1 2 3 4 PROJECT NDS 091023 DESIDRED BY, B. SDVERS PRDJECT DATE, CHECKED BY: B. SOVERS CAD DATE, 7/25/2012 6.31,10 PM DRAWN BYE CAO PILES XACN\IE\2W9\091023\CAD\Pl..\u1MR_V01.aNt N0 DATE BY REVISION DESOi1PT10N �0�� LOWER RKWOOMUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY,IOWA STP -U-3715(654)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SIEET W. W.12 4 D 3 D 2 D 1 1 4 5 4 1 1 4 EX. R/ 3+ 69 0.O .35 X. R/W s _. III IONNECT TO OF vARNi EDGE LOT 2% �: 2.1 4 2 % 2% figs EX. R/11- + 69 O.O .57 X. R/W 7 696.0 _ -- _ -- EX. R/ 2+ 0.0 X. R/W 2.0% T7nn 44+50.00 69 .82 - s — c 1 � 1 2+ 0.0 EX. R/W J PI I WONNN TOP TO 2X �• _ 2.1% _. • 1:7% _ _� - EX. R/ 4 +. 69 O.OC .02 X. R/w -. -- -. r f;qn— L CONNECT T OF .PAHO EDGE LOi D 2.1 % % 4% 2% 1 + 0.0 X. R;W - 694.67 1 EX. R/ 3+ 69 0.0 .86 X. R/W u N - ONNECT T OF PARKI EDGE LOT - - T �' 2. X 1 X fl % - - LL20 50 4 2 1 Q 4 60 50 4 3 2 1 1 2 3 4 5 6 66 R JECT W. 091023 DESIGNED BY. 6. SOVERS PROJECT DATE, CHECKED BY. S. BOYERS CAD DATE. 7/25/2012 6,3A111 PN DRA.A BY. CAD PILE. X.\M\IEN2 \091023\DAD\Pl. \..f1NR_NDLNL NO DATE BY REYISIM DESMIPTIM Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY,IOWA STP -U-3715(854)-7452 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS W.13 4 D 3 D 2 D 1 D I I 1 D 20 3 D 4 D so so o N 7nnR %.6 6:+ 69 2.0% 1.04 .77 EX. A 6 R/W CONNEC TO FRONTEX. 1 - 2-n _ EX. R/4 6+ 69 0..0 .58 X.R/W CONIEC TO FRONT 700 figs 6%.6 • 2. 2 ��� 69B - - EX.R/ 5.* 5 69 O.O .4O X.R/W CONNEC TO FRONT -T 2.D%— 211% .OX • 69 OF X T. �� SIDEWAL _.._....... ________ 156 50 60 4 3 2 1 1 2 3 40 PROJECT N0: 091023 DESI6 D BY: 5. SOVERS PROJECT DATE: CHECKED BY: S. SOVER$ CAD DATE. 7/25/2012 6:31:12 PN DRAWN BY. CAD FILE. X:\CR\IE\2009\091023\CAD\Plena\".LW.W01.sht NO I DATE BY REVISION BESCRIPTIOx _ -- .I Foth LOWER MKWOO NE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715(654)-70.52 LOWER MUSCATINE ROAD IMPROVEMENTS CROSS-SECTIONS SHEET NO. W.14 4 D 3 D 2 D 10 10 2 D 3 D 4 5 D 6 D 60 5 D 4 D 3 D 2 1 1 D 2 D 3 D 4 EX. R/W FRA14KLI STREET ASH—riM T 68 .51 77 figr-- -- R/W _.O+ C 5.O EX. R/W gqr,— — — — X• 1+7 5.O 68 62 E N EX. •, .) N 4L7 -O e� Aqr \ O OrO Ex. R/W + . 68.05+ D -' .... ,. f;qn x_FT ZOY x 671.2 — — < Ex. /W RiM 0.+rJ.9 -69A.00 EX. R/W — — — 68 .85.. '. 693. rw 1692. — — �...— — — '.. -- - - - - - - EX. /W BO+c,7.2 I EX. /W 95 7nnC - Z- 68 .76 — 690 69 ((�� .64 R/W ' a.ex sz 0 24 I AID 30 2 10 1 2 4 5 60 5 4 3 2 1 1 20 46 56 60 PROJECT W. 891023 DESIGNED BY: S. sOVEn PROJECT DATE: CHECKED BY: S. "as CAD DATE, 7/25/2012 6.35,35 PM DBaN BY: CAO FILE: %:\CR\IE\2009\09102TCA0\PL,.\n_s1DER0A05_XOl.dt NO DATE BY REVISION DESCRIPTION � Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA_l."OWA STP -U-3715(654)-70.52 FRANKLIN STREETWSH STREET CROSS-SECTIONS 9£ET 5 D 40 30 20 10 1 D 2 D 3 D 4 D 5 D 6 D 60 5 D 40 30 20 10 11 1 40 5 60 PLNE—ST ET 14ORTH uT q+ 5.0cl E R/W EX. A/W EX. R/W 6 68 .5� - y �- '-- — — ''\ z 4 z.Ox sx Ax r . - -- --- - --- ---- 666. 688.8 OAS I'll ACIA AQrl pq+E 0.0 EN. R/WEX. R/ 68 .80 EX. R/W L rqn — — — — s 0.1i I-Ixe Aqn 689.0 668. C iy, . �r EX. R/W /ry 9+ 5.0 6q �, 1, L i .78 +rqn —_ -- — _ ♦ 22 91. ♦ s.2X .IY A Y \ _ rqn 68 .45 r,qns 4 �. ---- --IA E%. R/W q+ c 0.0c EX. R/W 69 .24 x. R/W 5+ 0.-.0 1.2x .0x 691.7 Agn EX. R/W 8+6• EX. R/W ADIR ;Ll EX.R/W 69 .66 .zx z0•r.2/ 692. 692.0 gqni 6D 50 4 2 10 210 310 4 D 5 5 4D 30 2 10 Q go 3 40 50 1 PROJECT W, 091023 DESIGNED BY, S. WYERS NO OATS BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70-52 BEET W. PROJECT OATEN CHECKED BY: S. BOYERS zAnizolz By, F�h FROM KIRKWOOD AVENUE TO IST AVENUE PINE STREET NORTHIPINE STREET SOUTH X.02 CAD DATE. 6asas PN DRAWN CAO FILE. K.\CA\IE\2W9\091023\CAD\Pl.\n_SIDEROADS-.01.e t IOWA CITY, IOWA CROSS-SECTIONS 40 3 D 20 1 D 1 D 20 30 40 50 6 D 6 D 50 40 30 2 D 1 D I 1 10 2 D 3 D 4 GIN ER VENUEF FRIENDLY AVENUE rlqq 01+10.0 101+00.0 z _ s ----- fign fig'; 2111+ 5.0 69.26 g rqn c u 9 EX.R W E% R/W 00+ 5.0 - EX R/W - ^� fign --- 692.4... -- --2111+25.00- g 69 .29 7 rqr 5 ✓ a — - c EX R/W _____ 100+50.01) 691.72 EX R/W. Ex: R/W E%. /w I 1+ 0.0 69 .38 EX. /W _ r,qn — — — — _ — — j-" 692. 1.9% 92.a - _ _ _ 6 • .5 c 1_32. ` 93. — --- — Ags Ex R/W 00+ 5.3 69 .85 EX R/W rqq EX. R/W Ex. /W 10+ 1.5 6q4+ '—.— — c .SX. _. :92 .]R _r' .____ ,. 8 2.B • 3 SIMS 4 2 1 7 4 5 5 4 3 2 1 1 2 3 4 5 PROJECT NO. 091023 ZAEI ED Y: S. 6OYERS PROJECT GATE: CXECKEO BY: S. SOVERS CAD DATE: 7/25/2DI2 6:35437 PM ORxVN BT: CAD PRE. xnCR�1E�z009�09mz3xc�o�Pbmm.510ER0.1os_xol.ms RO DATE BY REVISION DESCRIPTION ♦ ��� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP-U-3715�854�-70-52 GINTERAVENUEIFRIENDLY AVENUE CROSS-SECTIONS If W. X.03 5 D 4 D 3D 2D 1 D I 1 10 2 D 3 D 4 D 5 D 6 D 6D 50 4 D 3 D 2D 1 D 1 D 20 3 D 4 SPRUCE STREET NO TH SP-RUCE STREET SOLTH_ EX. R/W 10+ 79.81 EX. R/W 121+)0.01) 69 .15 - — — 2 9z . X T — — _ _ _ • - 3Xgqn�- can E%. R/W 10+75.00 EX. R/W 20+5.0 69 .52 6q(1 • 27 ficin _ _ —_ T. • 0.0'4 3X � —.— -- —. EX. /W EY ��jj• 6911.0 X.R/GX. /W _...... r� c� N EX. 10+ 0.0 EX. _ 9/. 1 .3X .SX LIX 4 14 691. `r. figs; 'u %.).Uqj 69f 64 EX. R/W EX. R/W 10+215.00 696 T 700 7nn Ags 10+ 15.5 69 .24 J . • 69 .7o EX. R/W EX. R/ i — - r - — 691. .6 .6Y AID 3D 20 10 0 in 2 4 60 50 40 3 2 1 1 2 3 4 PRWECT N0. 091023 DESIGNED BYE S. SOVERS PNOJECT DATE, CIECCEO BY, s. savERs CAD DATE, 7/25/2012 6,35.36 PM DRAvx BY. CAO FILE. x�\CR\IE\2009\09102]\CAO\P W»\n.S10EROA05_xOl..nn NO GATE BY REVISIM DESCRIPTION �0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOODAVENUETOISTAVENUE IOWA Cm. IOWA STP -U-3715(654)-70.52 SPRUCE STREET NORTHISPRUCE STREET SOUTH CROSS-SECTIONS SaEEI N0, �(,QQ 700 40 3 D 20 10 1 10 2 D 3 D 40 50 60 7 D 8 D 9 D 1 0 1 0 120 1 0 1,10 ISO 4.0 50 6%.30 FIG EELLEV 92?14 Age; M .26 k _ • 693. -y--� X- X • 0.6J — — -- -� —_� — FG ELE 693.25 69 .82 t 695 OFFSE , 17.55 ,!n c 8W 7001 . 6q,.,.76rqrl _ -, r _ —694. .0� 61t-. — _ - 77: _ .. 11 ELI Jg. 7no 7001 69 .28 . nIj 6q!. Iq 46 50 66 70 6 9 1 0 110 1 0 1 0 110 150 5 4 IlD 0 10 20 30 R ECT IW, 091023 CESIGAED BY, S. BDVER6 PIIOJECT DATE, CHECKED BY, S. SOVERS M DATES 7inaDa 6,35,39 N DRAWN BY. CAD FILET x�xCmlE.zoo9.a91onuADxRI.,,�_sIDERDAosxol.�� BO DATE BY REVISION DESCRIPTION \ / Fot V LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IgynCrt".. STP -U-3715(654)-70-52 MIDAMERICAN NORTH ENTRANCE CROSS-SECTIONS S T N0. X.05j 40 3 D 20 1 D 10 2 D 3 D 4 D 5 D 6 D 70 80 so 1 0 1 0 In 1 0 1 0 140 202+75.013 681 .75 686.. e — Wc Agn 681.95 _ 692. , - 68 .49Agn Aqn_ IY t.br- — _ _— + fign 68 .39 OFFSET. FG EELEV, 11.51 689.68 AQr 201+75.01) fign _ 693..36 "IV \ \ - IY 2.02 :ij;� 56X - - - ?9 - _ — — rqn OFFSE FG ELEh . 17.51 690.31 _. _... 69 .33 — —rqr — 690. _ 2.Y� OX _. ER — f i — _ 6b 50 4 2 1 10 20 30 4 5 7 8 9 100 110 1 0 130 1 0 ISO ROJECT W. 091023 DESIGNED BY: 5. SOVERS PRDJECT DATE: cEECRED Rr: s. sEVE CAD DATE: L25/201z 6:3540 PN DRAwN Rr: CAD FILE: %:\C11\IE\2009\091@3\CAD\PIF\vS10ER0A06_XOLMt — NO DATE 8Y REVISION DESWIPTION Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70.52 MIDAMERICAN NORTH ENTRANCE CROSS-SECTIONS 9EET W. X.06 40 3 D 20 1 D 1 D 2 11 4 D I I I D 6 D SO 4D 3 D 20 10 10 3 D 4 IG LAN AV NUE 26+67. 13 6q6.28 E Ina L 26+50.01 69 .63 EX. R/ 709; C' P _.N1 — EX. /w E R/W 126+25.00 6q7.34 EX. R/W .; rn — — 6 F7.— — — 71 EX./W • 69 .10 EX. /W +— MIDA4RICAN N)RTH ENRANE gqi ago 202+97.44 687.5c) _ 688.2 - • X 4% — .4 — - _ _--_ — — — — — _ EX. R/W ' 6qE.45 EX. R/W 696.6 .]X 698.8 4 3 D 2 1 1 2t0 31D AID L 60 50 40 3 2P 1P 0 1 20 31D 40 50 60 PROJECT NDS 091023 OE510JE0 BY, 3. 50VER5 PROJECT DATE cNEc%Eo erg s. wvERs CAD DATEi 7125/2012 6.35.41 PN o9aNN Br: CAD FILE %s\CR\IE\2009\091023\CAD\Pl.m\v.S10ERDA05_%OLMt NO DATE BY REVISION DESCRIPTION ��0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWACITY•IOWA STP -U-3715(654)-70.52 MIDAMERICAN NORTH ENTRANCEIHIGHLAND AVENUE CROSS-SECTIONS sNEET NO. X.07 4 D 30 2 D 1 D I I 1 D 2 D 3 D 4 D 5 D 6 D 7 D S D a 0 70 6 D 5 D 4 D 3 D 2 D 1 D I 1 10 2 D 30 4 162+100.00 19 61+00.07no - S E SHEET LL TAININGDETAILWA 33 FOR LCM 2 2 .OX < i 7� �— —_— 60+ 7500p F �� N rIgg6%. — — _ — U 161+75.01) .:,� En rj .r.., ,02 2.02 Z.02Cgs N p�1 Jam/ rqr 160+150.09 figs — 6 �— — _ _ __ _ _ _ _ _ _ 700 61+ 0.0 _qq 700 60+ 5.0 -7 - -- - ---- - 60+0.5 61+5.0 F ! — s a -7=E 510 4 1 1 4 50 60 TO 80 0 5 4 3 2 .0 1p 2 30 4 W ELT W. 0RI023 OESIMEO BYE 5. SOVERS PRaecr DATE. cREcvEO er: s. s0vms CQ BATE, 7/25/2012 6.35.42 PH ORAVN fir. CAO FILE, XAM\IE\2009\MI023\CAD\Pl.\. I0ER0A05_Atll.f�t NO BATE BY REVISIM MKIiIPrIM Foth LOWER RKWOOINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U•3715(654)-70.52 CANIKIRKW000 ENTRANCE CROSSSECTIONS CROSS-SMIDAMERECTIONS 9 Er X0. X.08 - 5 40 3 D 2 1 10 20 30 40 5 11 5 D 4 D 30 2 D 1 1 D 2 D 30 4 5 __.... 163+150.013FACE 700 0 T 694.82 BUILOI G _.._ SEE ET U.03 FE — ........ — — — — - RETAINING A NALL CA - 695 TAIL 695 690 i' 690 62+75 A .0 _ SEE SHEET RETAINI U.03 FOR WALL CAP.. AIL - —_ 163+25.00 _. OE 9• z.0% 2.02 _ _ — — — — — 7 / SEE SWEET U.0 FOR RET INING CAP £ 162+50,0 L:7 �. • IRKWOOD P MING LOT NTRAN CE LJ SEE SHEET RETAINING ALL FOR MALL CAP _. - - - - 1 `T 6 + 1 A • 6 SEE SHEET LT DET IL T 2.OX O2 - — - 7 7 / - - _ _ SEE U.03 GARP. _ 29.0' _ - SETA WHEET ING WALL F DETAIL 2.OX 2.0T — —. 6951 rqnu695 m 62+ 5.0 E SWEET RETAINING DETAIL_ .03 FOR LL CAP 163+)0.01) 2.OX 2.02 2.02 — 7700 SEE S ET U.03 R S RETAI ING NALL P DETAIL 2.02 2.0% _ / m — 5 4 2 1 1 2 3 4 5 5 4 3 2 1 1 2 4 5 6�0 PROJECT N0: 091023 1ESIONEO BY: S. SOVERS WO DATE BY REVISIM DESM PTION 1-3 STP•U-3T�fJ'8�I 7afJ2 LOWER INE ROAD IMPROVEMENTS SWEET ND. PROJECT DATE: CHOCKED BY: S. SOVERS Foth FROM KIRKWOOKWOO D AVENUE TO 1ST AVENUE MIDAMERICANIKIRKWOOD ENTRANCE X. 09 CAD DATE. 7/25/2012 6:35.43 PN DnAWN BY: IOWA CITY, IOWA CROSS-SECTIONS LAD FILE: K:\CRVE\2009\O91023\CAO\Plana\a S10FADAOS_Ml.Wt GD 5D Q 3D 23 1D ID 20 30 40 50 GD 5D AID 3D 2D 1 10 2D 3D 40 50 6 TOO TOO _ 64+ 0.013 695 69 .53 695 yX Gqo 1— 690 _ 65+ O. 115 695 695 F F 690 .oz 2.5X —. _=r— — ` — 690 64+2501 1. Agg E SHEET t FlAIHINfi .03 FOR k.. CAP 692.35 AQR DETAI N _. l _'._.I .OX. 0.TL �:. 6933.. — 65+. 0.0. fl 690 max BUILDIN 69 .33 S E SHEET U 03 FOR — — — -- — — R TAINING X L CAPACIS 64+ 5. a rgom 6qo 690 2.93 'L61 ] 69 B6- [1 NORTH KIR WOOD ,G� _ PARKING DRLOT IVE OTRANCE 64 + 4 0. SE SHEET U. FOR. - — — -- — — — — LENGTH • - RE AINING MAL CAP' 9 4 1 16951 DETAIL 3a i a eX 69] _ 50 AIP 310 210 110 0 10 2 310 40 510 60 1 60 50 4 30 2 i 1 26 310 410 5 b 610 PROJECT ND: 09123 DESIGNED BY: 5. SOVEAB NO GATE BY REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U -3716(654)—M52 SKEET N0. CHECK ProJECT GATE: CHECKED BY: 5. 30VER5 Foth FROM KIRKWOOD AVENUE TO 1ST AVENUE MIDAMERICANIKIRKWOOD ENTRANCE X,10 CAD DATE: ]nsnD12 6:35:11 PM BY: CROSS-SECTIONS CAO FILE: %:\CR\IE\2009\09123\CAD\Plain\evBI0ER0,V05.%OLeM1t IOWA CITY, IOWA 6 D 5 D 4 D 3D 20 10 10 20 3 10 51 6 D 60 5 D 4 D 3 2 D CAO DATE: 7/25/2012 6:35:15 PN DRAwN BY 10 2 D 3 41 5 TI CROSS-SECTIONS CROSS-SECTIONS CAO FILE: %:\CR\IE\2009\091023\CAD\Plain\n_SIDERDA05_%O3Mt IDA ER CAN ENTRANCE SYCAMORE STR ET 3 1+150.01D EX. R/I 1 X. R/W 69 :7Q {. . 2120+73.72 Z 68c.63 EX. R/ + 69 • .04 X. R/W - Tnn 20 0.� 2x { r z% ki- 69 12- Agn EX. R/ 69 . .26 X. R/w — 694 71 ? rqr Ggs .fix fiX 963 E%. R/ 69 .38 X. R/W ...._.._ 20+ 1.0. � �-t « • 3.3% 3.3% 2x \ 2.0% PROJECT W. 091023 DESIGNED 6Y: S. SOVERS NO DATE BY PEVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS STP -U-3715(654)-70.52 S ET W. PNOJECT GATE: CHECKED BY: 5. SOV Foth FROM KIRKWOOIO AVENUE TO 1ST AVENUE C ENTRANCE 1 SYCAMORE STREET I X � 1 CAO DATE: 7/25/2012 6:35:15 PN DRAwN BY TI CROSS-SECTIONS CROSS-SECTIONS CAO FILE: %:\CR\IE\2009\091023\CAD\Plain\n_SIDERDA05_%O3Mt IOWA CITY, IOWA PROJECT NO: 091023 DESIGNED BY: S. SOVERS PRWECT DATE. CHECKED BY: S. SOVERS CAO DATE: 7/25/2012 6,35,46 PM DRAWN BY: CAO FILE: %:\CR\IE\2009\091023\CAO\Plme\n_SIDERCADS_%OI.at NO GATE BY REVISION DESCRIPTION FO `� LOWER RKWOOMUSCATINE ROAD IMPROVEMENTS FROMKIRKWOODAVENUE T0ISTAVENUE IOWA CITY.IOWA STP-U-3715(654)-70.52 SYCAMORE STREET CROSS-SECTIONS SHEET NO, X.12 PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 7/2512012 6:35:47 PM DRAWN BY: CAO FILE. N:\CR\IE\2009\WID23\CAD\Plena\.,B IDEROADS.NDLY�t NB DATE BY 5 4 D 3 D 20 1 D i D 2 D 3 D 4 D 5 D 6 D 5 D3 D 2 D 1 2 3 4 DIEFOREST AVENUE E%. /W 5 1 + 0:.0 EX. /W 2 ------ • i ADIS - hJ EX. /W 150+75.01) r- 14 EX. /W.... 700 -. '.. CD j 7nn IQ E --L _ _.- -Agriu EX. /W 150+150.01)- E%. /W. -.. _.._. 2.ZG F 51+413.50 9). 696.Aqs; 70n Wit Ub '.. ADIS° 0.5'6 5X ° — — -- EX. /W _ 150+48.6 _ E%. ../W _..... _. E%. /W 15 1 +25.00 EX. /W _...... =7 PROJECT N0: 091023 DESIGNED BY: S. SOVERS PROJECT DATE: CHECKED BY: S. SOVERS CAD DATE: 7/2512012 6:35:47 PM DRAWN BY: CAO FILE. N:\CR\IE\2009\WID23\CAD\Plena\.,B IDEROADS.NDLY�t NB DATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIKWOOD AVENUE TO IST AVENUE RKWOO IOWA CITY, IOWA STP -U-3715(654)-70-52 DEfORESTAVENUE I CROSS-SECTIONS IT X.13 6 5D 40 3D 2D 1D 11 10 20 3D 40 5D 60 6D 50 40 30 2 10 11 1 2 3 4 5 ALL DRIVE EX.R/W, FIRST AVE UE 69 .93 9 - - 690 69 I,r4 690 184+00.0 0 EX. 1W 4Y. 16 69 4 .02 69.1 1.2X 1.3' EX. /W 83+75.01) 9 EX. /u r - - _ - s% 2.OX:0% 2.OY 45 69 6 - L EX..R/W EX. R/W rlqr696.0 — — — — 2%— 69.07 EX. /W 183+50.00 69E.88 EX. /W.. 7110 - - - - ..._._ Gas _. -. — 96.] —69 6 —C -- _ gqq EX.R/W 696.1 69":.96fiqq , 3 EX. /W 183+ 69;.28 36.02 E%. VW - _-4 2.55 1.0X 1.1/. 2.9X 1 % 617.6 _._. -- € 69 .76 6F-- --- - 610 50 40 2 010 io 20 30 40 50 w 1 1 60 5 4 3 2 1 16 26 3p 4p 5 PROJECT NO: 091023 DESIGNED BY: 6. SOVERS PRaa60r DATE: cNEDNE0 6Y: s. savERs CAD DATE: )/26/2012 6:35:16 PN DRAWN 6Y: CAO FILE: %:\CR\IE\2009\091023\CAO\Plm.\w._SIDEROAD6_%01.9r't ND GATE BY REVISION DESCRIPTION Foth LOWERMUSCATINEROADIMPROVEMENTS FROM KIRKWOOD AVENUE TO IST AVENUE IOWA CITY, IOWA STP -U-3715(654)-70.52 MALL DRIVE CROSS-SECTIONS SNEEi N0. X.14 5 4 3 2 11 1 2 3I 4I 5I qu 5� 4� 3� 2� 1� 1� 2b 3b 4� 5� � 5 4 30 2 1 10 20 3 4 5 6 60 5.0 40 3. 2 1�0 1 2 3 46 5 PROJECT 40: 091023 OESIGNE SY: 5. SOVERS NO OAiE BY REVISION OESCRIPTION STP -U-3715(654)-70-52 SLEET YO. Foth LOWER MKWOO NE ROAD IMPROVEMENTS PROJECT GATE: cNEc%EO er; s. savERs FROM KIRKWOOD AVENUE TO 1ST AVENUE FIRST AVENUE X.15 CAD DATE: I/2s2012 6:35M9 PM Dnnwn er: CROSS-SECTIONS CAO FILE: %:\CR\IE\2009\091023\LAO\Pias\n_SIOEROn05_%OLaNt IOWA CITY. IOWA FIRST AVE UE 7nn 70n EX. R/W 69 .33 f— EX./W 69 Y .81 - _-- 2.3% I.1% 1.1% 2.5% A 9/.7 — — 4+ H 69 .57 � 1 171 EX. /W 69 .85 84 +150.06 69 .V0Q — _ — — 699. 2t27.2Y. .9X 9X 99.6 _ — —� _ I.QR4. Dr. 1111 7nn 69 .09 184+25.00 GEIS b4t U4— Y ;gn _ 95. 5 4 30 2 1 10 20 3 4 5 6 60 5.0 40 3. 2 1�0 1 2 3 46 5 PROJECT 40: 091023 OESIGNE SY: 5. SOVERS NO OAiE BY REVISION OESCRIPTION STP -U-3715(654)-70-52 SLEET YO. Foth LOWER MKWOO NE ROAD IMPROVEMENTS PROJECT GATE: cNEc%EO er; s. savERs FROM KIRKWOOD AVENUE TO 1ST AVENUE FIRST AVENUE X.15 CAD DATE: I/2s2012 6:35M9 PM Dnnwn er: CROSS-SECTIONS CAO FILE: %:\CR\IE\2009\091023\LAO\Pias\n_SIOEROn05_%OLaNt IOWA CITY. IOWA 5D 4D 3D 2D 10 11 ID 2D 30 4D 50 GD 6D 50 40 30 2D 1 11 11 20 ID Q 5 _ '.. 518' .11.6' -SEE HIDAH NORTH 695. 52.2' 11.6' SEE MI NORTHE IOAM LOOP ROFILE GRIM STA. 500. = 688.q_ 8:55 - 68 •64. _ - -_. 690 E MIDAM L PROFILE P STA. 500 ADE - 688 45.10 IOrqo UU'r 68 .39 -- _ _ - - . z 2.0% IIIIIIIIIIIIIIIIIIIIIIIII 7 51. 41.6' $E MID M NORTH 48.4• 41.6' SEE MID NORTH IDAM. LOOP E ROFILE GR STA_ 500. 688.8 54 _ O G pp• 68 •5Q. - _ - _ Qn E MIDA PROF LOOP STA. E GRADE 500.31.66 688.20 • 68E.33 -.- Agn 2.04 01 .53.9•... 41.6• ...SEE MI _RTH _ rgs . 42.6 _.. - IOAM'LOOP ROFILE GR STA. 500. OE - 688.7 .51 68 .5Z aQn MIDAM LOO GRADE STA, 500 = 688.0< 23.13- 68±2€ -PROFILE _.. 518' 11.6' SE MIO M NORTH rqci ggo 681.22 • - - PROF ILE OGR DE A= 688. 1 68 .46 -- -- -r z .z --- -- -=- 5 4 3 2 1 1 2 3 4 5 6. 5 4 3 2 1 1 2 3 4 5 PROJECT N0: 09ID23 OE6IGNEO 8T: 5. SOVERS PROJECT DATE: CHEIXEO BT: 5. SOYEA6 CAO DATE: 7/25/2012 6:3560 PH ORAA BY: CAO FILE. %:\N\IE\2009\091023\CA0\Pl.m - IDEROAOS_%OLNH NO DATE BT KVISIOR DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROMKIRKWOODAVENUETO1STAVENUE IOWA CITY,IOWA STP -U-3715(664)-70-52 MIDAMERICANYARD CROSS-SECTIONS SHEET N0. X.iF) SOVERS REVISION DESCRIPTION LOWER MUSCATINE ROAD IMPROVEMENTS 6 D 5 D 4 D 3 D 2 D 1 D 1 D 2 30 4 5 rlqr 68 .94 rqn 47.f — _ _ 2. X .3X r- 689 688 8 68 .90 — — 2.0% 2.BX 6898 69.3 f;qS 10 68 .83 r,qn 0 690 — } 1. ~ .. C a 43. 41.6' SEE MIO JNORTH ..__.: 68 .77 E MIDAM LO STA. 501. 8J5 _ - Agn PROFILE GRADE 688.3 690 51.0' _._. _. /l.6' SEE MIO NWITM. 68 .71 E MIDAH LFGRADE= .95.99 ----- - PROFILE .98 _ esol .OX-71 2.0R PRWELi N0: 091023 DESIGNED BY: S. PRWECT DATE: cxECKE0 6v: S,'OVERS CC DATE, 7/25/2012 6:35.51 PM 0RA4N BY: CAD FILE: %:\LR\IE\2009\091023\CAO\Plma\av5iffiROADS_%OLaXL NO GATE BY F0th FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA I STP-M715(654�STP-M715(654)-70-5252 MIDAMERICAN YARD CROSS-SECTIONS SHEET W. X,17 60 5 D 4 D 30 2D 1 D 10 2 30 4 D 50 60 5 D 4 D 30 20 1 D 1 D 2 D 30 4 5 aa�.3 2+9 .54 69 .57 DRIVEWAY - 26,4% -� 3:52.... .0 ].0. - _.. .'. _._ .69 .69RIVE 81.6* ]8 KEYED PH ENTR ILE CIE 10.3 i 4.1 DFlIVEl AY 0 2+7 •7O 69 10 rqi _. --�-- .Ok- -2 -_-_ -' - CFFl AL - ETS MEAW ;SKEWED 0 ED IVE 15.0 1.0 11. 2.71V DRIVEWAY '-- N _... 2+78.141.5 69 .12 DRIVEWAY C. ....... .6' B.0 68 10 . o r -1a .'7 - - 2.0% _ J' w TOO 2+1 _ WADE OF GARAGE gqg � s 69 .60 1.5_ A. i � 99, SgO_ � 68 O I . 14 ]- O IVEYAY G .. z3.1 -- - -- -Ago .02 _DFIIVEWAY A 2+1 .07 TOO rqr DRIVEWAY 3+9 .54 --- - ADIS I0.0 .0 IL o 12.9 IB 5 4.0% _rqn 1 YAL 6 5 40 30 20 1 1 b 210 4 5 6. 5 4F 3h 70 10 20 30 4 5 PROJECT N0: 091023 DESIGNED BY: S. SOVERSNO PROJECT GATE: CHECKED BY: S. SOVEflS CAO GATE: 7/25/2012 6:36:39 PM DRAMN BY: CAO FILE: K:\OI\IE\2009\091@3\CADWI.\.z_ORYY YOIeM GATE BY REVISION DESCRIPTION Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROMKIRKWOODAVENUETO1STAVENUE IOWACITY,IOWA STP -U-3715(654)-70.52 LOWER MUSCATINE ROAD -DRIVEWAY CROSS-SECTIONS $IFFY N0. Y.01 so 4 D 3 D 2 D 1J+7 i 2 3 4 5 5 4 3 2 7 1 2 3 4 50 60 Fgqn •S4 - 7. OIIIV F NAY N44 OF' GARA AA azo --- _ _ _ y 77A - pl MAYS IL+ 3.9 DRIVENA M 6+6 •00 68 .51 : - 11.8 8.0 .5 F AAR C ELEV. DRIVEWAY 68 .00 3.. ED 3.e rl,.D — ... + • 68 .02 z DRIV EDGE NAY L _ y 689.3 - F� - Go 21.0 — — TYPEIVE LASS C a i c Y .5 - 68E.26rqn — —� - - 6.7 8.0 .5 _ ___..68 LOS. 'y -- — - -- - _ - - DRIVEWAY P 7+887 68 .77 ORIVENA J 68E.56 61 e.0 s 7+28.77 68;.50 i 89 3 Is6X— 5 4 36 2 10 1P 2 30 40 50 1 4 3 2 t 1 2 3 4 5 PROJECT NO: 091023 OESIGNEO BY: S. SOVERS PROJECT DATE; CHECYYO BY; S. WYERS CAD DATE: 7/25/2012 BasaO PM ORANN BY: CAD FILE: %:\CR\IE\2009\091023\CAO\Plm\aORNY_YO!4 Mt NO GATE BY REVISION DESCRIPTION #Foth LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CRY, IOWA STP-1.1715(654)-70-52 LOWER MUSCATINE ROAD-DRIVEWAY CROSS-SECTIONS SHEET W. Y.U2 I Ll 50 4 D 30 2 D 10 I D 2 D 30 4 D 5 D 6 D 50 4 D 30 2D 10 1 I D 2 3D 40 5 5+ 1.9 22+15.2 ORI IEWAY M 7no Ag 694.75 7.5 4JQ 26,, Aqc;e 12-L - 4, 7.5 4 0 31.6 - ... 4 + 2. 3 IXtl 'EWAY Z DRI EMAY V 17+ 69 6.22 .49Agri . � 694.73 _ 7.5 4 10.0 N - — - - can 11.2 8.0.5 _ 695. OPIVE AY U 15'.+. 69 7..4 .ea Ggs 70n 23+c3.2 _XLAJ�_ —.— — •._. 2. �_._ 41 92. __ 7 , 7nn 700 15+8.7 69 .So 7 Of YEYA T 3+ 9.9 ,:D 13.1 F;qn-- ------- ---�9. _ 20 2 . 10.3 j 1 66 56 4 3 2 10 1 4 50 60 5 4 3 2 1 I 2 3 4 5 60 PROJECT NO; 091023 DESIGNED Y: S. SOVERS PROJECT NOTE: DESIGNE BY: S. SOVERS CAD DATE: 7/2672012 6:36N1 PN DRAWN 6Y: CAD FILE: %:\CR\IE\2009\09102]\CAO\Plam\:o_ORVY_YOI.On NO p,iE BY REVISION DESCRIPTION Fot h LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO ISTAVENUE IOWACITY�IOWA STP -U-3715(854)-70.52 LOWER MUSCATINE ROAD -DRIVEWAY CROSS-SECTIONS -- N0' Y.03 60 5 4D 3D 2 1D 1D 2D 30 4D GD 50 4 3D 20 11 10 2D 3D Q 5D 60 ORIV MAY€E 2+ 7•QR'V� 70n 7nn ......... Inn 20.0 8.0 7.5 9 69 .60 —L 2. A 2 69 •20 - IVEMAY Op 700 -700 DRIVE ILE ENTSKEWED RANCE 4 6.0 15. t8.0 OFFSETS ALONG SHE 69 '151110 EO DRIVE .93 – — — ox tt2 6 �J ORI EVAY W 'H+' 69 1 1C •:9. .JO - TnoDRIVE SKEWED NT OFILE ANG 25.5 12.5: 696.2L OFFSETS 692.71 ASUAED % — V.c. i — 2.1% 1 12. 2 ox 69 — i DRIVEWAY BB _... 6:+ Ile 1.3 ..... _ .34.3 8.0 ].5 2. z z % : rcir : _ 69 .20 aag 5D 43 2 t 1 3 4 5 4 3 2 t t 2 3 4 56 111 F11E DESIGNED BY: 5. SOVERS CHECKED BY: 5. SOYERSFot 6:36:42 PH DRAWN BY: \2009\091023\CAD\Plena\-_ORNY_YOI.NYt NO DATE BY REYISIM DESCRIPTION h LOWER MUSCATINE ROAD IMPROVEMENTS12 FROM KIRKWOOD AVENUE TO I ST AVENUE IOWACT',IOWA STP -U-3715(654)-70-52 LOWER MUSCATINE ROAD -DRIVEWAY CROSS-SECTIONS SHEET W. Y.U4 5 D 4 3 D 20 1 D I 1 10 2 D 3 D 4 EFO EST 700 Ex. /w 150+87.41 ORIV MAY LLLrqE 700 695 -r — 4 J 2A 696. IX _. .70 . r -LM- 110.0 1.0 695 T VEVAY PE.- CLAS 6... 5+ 69 0.53 .43 700 01YEWA KKK 50+ 9.4 Ex. /w7nn 700 rq%--_ -- __-- _ - 16.3 _2X1 - --- 695 695 FACI OFC N C/) 5+ 69 O.qO .51 I ORIYEWA KK —cam' B5 •4 —rq 7fVn69 DRIVEWAY L _4.+ 6.4. .83 IVEWAY I_ 705 '.... YCA OR 705 4 4 BE T L. IS — — 1 .0' Y.C. Ix 2 — 700 4. AY E E •I 69 .34 X. RCW 700 ,. 6. 1. 695 3.11 3. 1 696.4.. 695 DRIVEWAYJJ 2,� 2• 1 G / DRI WAY KK SEE ET L.17 - rqq 2.X 2 X - - PINE NORTH + 5 68c.37 ORIVEW RR fign 4 t t 3 AI 5 60 5 4 3 2 t t 2 3 4 5 PROJECT K0, 091023 DESIGAED By, 6. 6Cvws PPOJECT W, DECKED BY: S. SDVMSSOMtS CAD DAM 7/26/2012 6,36.42 PK ON" By, ce6 PILE, X,\CR\IE\2609\091027\C.N\Plrn\n-ORVY_YOL.Kt KD DATEBY 9Evlsia CEsc0lcnoY �0�� LOWER MUSCATINE ROAD IMPROVEMENTS FROM KIRKWOOD AVENUE TO 1ST AVENUE IOWA CITY, IOWA STP -U•3715(854(-70-52 LOWER MUSCATINE ROAD- DRIVEWAY CROSS-SECTIONS SHEET W. Y.05 NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO 18T AVE.) [STP -U-3715(654)--70-52], IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract, special provisions and estimate of cost for the construction of the Lower Muscatine Road Reconstruction Project (Kirkwood Ave. to 151 Ave.) [STP -U-3715(654)--70-52] in said city at 7:00 p.m. on the 2 n day of October, 2012, said meeting to be held in the Emma J. Harvat Hall in City Hall, 410 E. Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract, special provisions and estimate of cost are now on file in the office of the City Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. MARIAN K. KARR, CITY CLERK Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., Iowa City, U152240, (319)356-5410 RESOLUTION NO. 12-424 RESOLUTION SETTING A PUBLIC HEARING ON OCTOBER 2, 2012 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO IST AVE.), DIRECTING CITY CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION. WHEREAS, funds for this project are available in the Lower Muscatine - Kirkwood to First Avenue account # 3803. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 2nd day of October, 2012, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 18th day of September , 20 12 Approved by ATTEST: 7Lo. Ac -4 ,..,.rrfu71 CITY RK City Attorney's OfficegJl�/(Z S:\ENGN`MResolulions\Pmlect Resolutions\Setting Public Hearing\Lower Muscatine Road Reconsouc ion\Sel Public Hearing LMR.doc 9/12 Resolution No. 12-424 Page 2 It was moved by Champion and seconded by Dickens the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: N_ Champion N Dickens g Dobyns Hayek Mims x Payne g Throgmorton s Prepared by: Jason Havel, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5410 RESOLUTION NO. 12-434 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO IST AVE.) [STP -U-3715(654)--70-52], ESTABLISHING AMOUNT OF BID SECURITY TO ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH NOTICE TO BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS. WHEREAS, this project will be bid by the Iowa Department of Transportation (laDOT), and WHEREAS, bids will be accepted on October 16, 2012 at 10:00 a.m. by the IaDOT in Ames, IA; and WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and WHEREAS, funds for this project are available in the Lower Muscatine - Kirkwood to First Avenue account #3803. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the form and amount prescribed in the bidding proposal. 3. The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not more than 45 days before the date for filing the bids, for the receipt of bids by the IaDOT for the construction of the above-named project in a newspaper published at least once weekly and having a general circulation in the city. Sealed bids for the above-named project are to be received by the IaDOT in Ames, Iowa (800 Lincoln Way, Ames, IA 50010) before 10:00 a.m. on the 16th day of October, 2012. Thereafter the bids will be opened and announced by the IaDOT, and thereupon referred to the Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 13th day of November, 2012, or at a special meeting called for that purpose. Passed and approved this 2nd day of October _,20 12 MAYOR Approved by Resolution No. 12-434 Page 2 p"ngVnastem\res appp&s.dm 9/12 City Attorney's Office 7/-P4� Resolution No. 12-434 Page 3 It was moved by Dobyns and seconded by Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: the Champion Dickens Dobyns Hayek Mims Payne Throgmorton Publish 10/8 NOTICE TO BIDDERS STATE OF IOWA — Sealed bids will be received on October 16, 2012 by the Iowa Department of Transportation at the Office of Contracts in Ames, Iowa for various items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen and secured at the Office of Contracts, Iowa Department of Transportation, 800 Lincoln Way, Ames, Iowa until noon on the day previous to the letting. Mailed bids are to be sent to the Iowa Department of Transportation, Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010. Staff will be available at the Office of Contracts the day previous to the letting and the day of the letting for the dropping off of bids during regular business hours 7:30 a.m. to 4:30 p.m. The Iowa Department of Transportation (DOT) uses the Bid Express website (www.bidx.com) as an official depository for electronic bid submittal. The Iowa DOT will ensure that this electronic bid depository is available for a two-hour period prior to the deadline for submission of bids. In the case of disruption of national communications or loss of services by www.bidx.com during this two-hour period, the Iowa DOT will delay the deadline for bid submissions to ensure the ability of potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Iowa Department of Transportation, Ames, Iowa after 10:00 A.M. on the same date such bids are scheduled to be received, unless otherwise specified by the Iowa Department of Transportation. All proposals must be filed on the forms furnished by the Iowa Department of Transportation, Contracts Office, sealed and plainly marked. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa Department of Transportation reserves the right to waive technicalities and to reject any or all bids. A Proposal Guarantee not less than the amount as set forth in the proposal form shall be filed with each proposal. The Proposal Guarantee shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the Contracting Authority or to the bidder and, where made payable to the bidder, shall contain an unqualified endorsement to the Contracting Authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Bid Bond (Form No. 650001), or a properly completed Contractor's Annual Bid Bond (Form No. 650043), both available from the Iowa Department of Transportation, Office of Contracts, may be used in lieu of that specified above. The contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies, and equipment that will be used in the performance of the construction contract, as provided by Iowa Code Sections 423.3 (80). Failure to execute a contract and file an acceptable Performance Bond and Certificate of Insurance within 30 days of the date of the approval for awarding the contract, as herein provided, will be just and sufficient cause for the denial of the award and the forfeiture of the proposal guarantee. The Iowa Department of Transportation (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On Federal Aid projects, where disadvantaged business enterprise goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without goals, the contractor must show that affirmative actions have been made to seek out and consider disadvantaged business enterprises as potential sub -contractors. Some of the projects may be listed in multiple proposals (as an individual project or as part of a combined package of projects). The Contracting Authority will determine which combination of proposals produce the lowest bid for these projects. The listing of projects, and details of the project, for which bids are to be taken will be available to potential bidders and suppliers three (3) weeks prior to the letting dates at the following locations: • Posted on the Internet at www.ia.bidx.com • Available by calling the Office of Contracts of the Iowa Department of Transportation at 515- 239-1414. Minimum wage rates for all Federal Aid projects have been predetermined by the Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the Federal -Aid System. All Federal Aid projects are subject to the Work Hours Act of 1962, P. L. 87-581 and Implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within the State of Iowa, and also, a resident bidder shall be allowed a preference as against a non-resident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no Federal Funds involved. IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPHONE: 515-239-1414 Bid Order: 101 DBE Goal: 2.5% Work Type: PCC PAVEMENT — GRADE & REPLACE Guarantee: $375,000.00 Project: STP -U-3715(654)--70-52 Route: LOWER MUSCATINE ROAD IN THE CITY OF IOWA CITY KIRKWOOD AVENUE TO FIRST AVENUE Printer's Fee $� CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 I 8060-2 5;'AAc9'i_;2_ being duly sworn, say that I am the legal cleric of the IOWA CITY PRESS -CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper _L_ time(s), on the following date(s): Legalrlc Subscribed and sworn to before me this .c2bf�`day of 0 o�C 6j-/ A.D.20-la—. Notary Public LINDAKROTZ ty CommissionNumber73267 My Cammtssion Expues • o*• • Janua 27,2014 NOTICE OF PUBLto ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PRP OCOST FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO IST AVE.) ...—.. „ ..e,c,au1-7n-521. IN TO ALL TAXPAYt^a ` OF IOWA CITY. IOWA, AND TO OER INTERESTED PERSONS: Publicc notice Is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on plans, specifications, form of contract, special provisions and estimate of cost for the con- scatine n adionof the Lower Reconstruction MuProject (Kirkwood Ave. to 1st Ave.) [STP - U -3715(654)--70-52] in said city at 7:00 p.m. on the 2nd day of October, 2012, said meeting to be held in the Emma J. Harvat Hall in City Hall, 410 E. Washington Street in said city, or If said meeting is cancelled, at the next meeting of the City Council thereafter as post- ed by the City Clerk. Said plans, specifications, form of contract, special previsions and estimate of cost are now on file in the office f the City Clerk In Hail in Iowa C City, Iowa. and may he inspected by any interested per- sons. Any Interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments con- cerning said plans, specifications, contract or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa OMARIAN K. KART, CITY CLERK September 24, 2012 Printer's Fee $ %1-._D0 CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.ID#42-0330670 I, A9&159 rz, tract, as provided by Iowa Cod being duly sworn, say that I am the legal clerk of the IOWA CITY •PRESS -CITIZEN, a newspaper published in said county, and that a notice, a printed copy of which is hereto attached, was published in said paper time(s), on the following date(s): j2 within 30 days of the date of th Plans, specifications and proposal Legal Cl c Subscribe^d, 4�•nd sworn to before me this Ctt day of C�o aJ A.D. 20/,X._. sufficient cause for the denial of th Contracts, Iowa Department of LINDA KR TZ � Commission Number7326-19 Transportation, 800 Lincoln Way, My Commission Expires anua 27, 2014 Ames, Iowa until noon on the day OFFICIAL PUBLICATION OFFICIAL PUBLICATION NOTICE TO BIDDERS that will be used in the perfoi STATE OF IOWA—Sealed bids will mance of the construction car be received on October 16, 2012 tract, as provided by Iowa Cod by the Iowa Department of Sections 423.3 (80). Transportation at the Office of Failure to execute a contract an Contracts In Ames, Iowa for vari- file an acceptable Performanc ous items of construction and/or Bond and Certificate of Insuranc maintenance work. within 30 days of the date of th Plans, specifications and proposal approval for awarding the contrac fors for the work may be seen as herein provided, will be Just an- mand andsecured at the Office of sufficient cause for the denial of th Contracts, Iowa Department of award and the forfeiture of the pro Transportation, 800 Lincoln Way, pcsal guarantee. Ames, Iowa until noon on the day The Iowa Department c previous to the letting. Transportation (or other approve Mailed bids are to be sent to the contracting authority) hereby not! Iowa Department of Transportation, fees all bidders that it will affirms Office of Contracts, 800 Uncoln tively ensure that in any contrac Way, Ames, Iowa 50010. Staff will entered into pursuant to this adver be available at the Office of tisement, disadvantaged busines Contracts the day previous to the enterprises will be afforded fu letting and the day of the letting for opportunity to submit bids h the dropping off of bids during response to this Invitation and wi regular business hours 7:30 a.m. to not be discriminated against on thi 4:30 p.m. grounds of race, color, or natione The Iowa Department of origin in consideration for ai Transportation (DOT) uses the Bid award. Express website (www.bldx.com) On Federal Aid projects, when as an official depository for elec- disadvantaged business enterprise tronic bid submittal. The Iowa DOT goals have been established, IN will ensure that this electronic bid bidder Is required to complete ane depository is available for a two- submit for 102115 with the bic hour period prior to the deadline for documents. On all projects withou submission of bids. In the case of goals, the contractor must shov disruption of national communica- that affirmative actions have beer tions or loss of services by www. made to seek out and conside bidx.com during this two-hour peri- disadvantaged business enterpre od, .the Iowa DOT will delay the as as potential sub -contractors. deadline for bid submissions to Some of the projects may be listt ensure the ability of potential bid- ed in multiple proposals (as at ders to submit bids. Instructions individual project or as part of i will be communicated to potential combined package of projects) bidders. The Contracting Authority wit Opening and reading of the bids determine which combination o will be performed at the Iowa proposals produce the lowest bic Department of Transportation, for these projects. Ames, Iowa after 10:00 A.M. on the The listing of projects, and detail; same date such bids are scheduled of the project, for which bids are tc to be received, unless otherwise be taken will be available to paten. specified by the Iowa Department tial bidders and suppliers three (3; of Transportation. weeks prior to the letting dates al All proposals must be fled on the the following locations: forms furnished by the Iowa Posted on the Internet at www, Department of Transportation, ia.bidx.com Contracts Office, sealed and plain- Available by calling the Office of ly marked. Proposals containing Contracts of the Iowa Department any reservations not provided for in of Transportation at 515-239-1414. the forms furnished will be reject- ed. The Iowa Department of Minimum wage rates for all Transportation reserves the right to Federal Aid projects have been waive technicalities and to reject predetermined by the Secretary of any or all bids. Labor and are set forth In the A Proposal Guarantee not less specifications. However, this does than the amount as set forth in the not apply to projects' off the proposal form shall be fled with Federal -Aid System. each proposal. The Proposal All Federal Aid projects are sub - Guarantee shall be in the for of a ject to the Work Hours Act of 1962, certified check or credit union certi- P. L. 87-581 and Implementing fied share draft, cashier's check, regulations. money order or bank draft drawn By virtue of statutory authority, a on a solvent bank or credit union. preference will be given to prod - Certified checks or credit union ucts and provisions grown and coal certified share drafts shall bear an produced within the State of Iowa, endorsement signed by a respcn- and also, a resident bidder shall be Bible official of such bank or credit allowed a preference as against a union as to the amount certified. non-resident bidder from a stale or Cashier's checks, money orders or foreign country which gives or bank drafts shall be made payable requires a preference to bidders either to the Contracting Authority from that state or foreign country or to the bidder and, where made both on projects in which there are payable to the bidder, shall contain no Federal Funds Involved. an unqualified endorsement to the IOWA DEPARTMENT OF Contracting Authority signed bythe TRANSPORTATION bidder or the bidder's authorized OFFICE OF CONTRACTS agent. A properly completed TELEPHONE: 515-239-1414 Contractor's Bid Band (For No. Bid Order: 101 DBE Goal: 2.5% 650001), or a properly completed Work Type: PCC PAVEMENT — Contractor's Annual Bid Bond GRADE & REPLACE (Form No. 650043), both available Guarantee: $375,000.00 from the Iowa Department of Project: STP -U-3715(654)--70-52 Transportation, Office of Contracts, Route: LOWER MUSCATINE may be used In lieu of that speck ROAD fled above. IN THE CITY OF IOWA CITY The contracting authority will KIRKWOOD AVENUE TO FIRST issue an exemption certificate for AVENUE the purchase or use of building materials, supplies, and equipment acsvoniamirmo October 8, 2012 fl °J 112 4d(9) Prepared by: Jason Havel, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5410 RESOLUTION NO. 12-472 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE LOWER MUSCATINE ROAD RECONSTRUCTION PROJECT (KIRKWOOD AVE. TO 1ST AVE.) [STP -U-3715(654)--70-52]. WHEREAS, Metro Pavers, Inc. of Iowa City, Iowa has submitted the lowest responsible bid of $6,620,967.68 for construction of the above-named project; and WHEREAS, funds for this project are available in the Lower Muscatine - Kirkwood to First Avenue account#3803. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The contract for the construction of the above-named project is hereby awarded to Metro Pavers, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The City Engineer is authorized to execute change orders as they may become necessary in the construction of the above-named project. Passed and approved this 13th day of november _,20 12 ATTEST. CITY CLERK A/p/ roved by / City Attorney's Office It was moved by Champion and seconded by Dobyns the Resolution be adopted, and upon roll call there were: AYES: pwen9"asters\awrdcon. doc 10/12 NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton Prepared by: Jason Havel, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5410 RESOLUTION NO. 16-195 RESOLUTION ACCEPTING THE WORK FOR THE LOWER MUSCATINE ROAD RECONSTRUCTION (KIRKWOOD AVE. TO IST AVE.) [STP -U-3715(654)--70- 52] PROJECT WHEREAS, the Engineering Division has recommended that the work for construction of the Lower Muscatine Road Reconstruction (Kirkwood Ave. to 1s1 Ave.) [STP -U-3715(654)--70-52] Project, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated November 13, 2012, be accepted; and WHEREAS, the Engineer's Report has been filed in the City Clerk's office; and WHEREAS, funds for this project are available in the Lower Muscatine - Kirkwood to First Avenue account #3803; and WHEREAS, the final contract price is $6,644,570.36. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 21st day of June , 20 16 ATTEST: aur .zJ -R . e,,�Cj CITY 'CLERK MOOR Approved by /City Attorney's Office h5-1Ito . 3d(2) It was moved by Botchway and seconded by Thomas the Resolution be adopted, and upon roll call there were: AYES: NAYS: x x x x x x x Pweng/masters/acptwork.00c 6116 ABSENT: Botchway Cole Dickens Mims Taylor Thomas Throgmorton Prepared by: Jason Havel, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5410 Resolution No. 19-45 Resolution approving the final contract price for the Lower Muscatine Road Reconstruction (Kirkwood Ave. to 1st Ave.) [STP -U-3715(654)-- 70-52] Project Whereas, the Engineering Division has recommended that the work for construction of the Lower Muscatine Road Reconstruction (Kirkwood Ave. to 1st Ave.) [STP -U-3715(654)--70-52] Project, as included in a contract between the City of Iowa City and Metro Pavers, Inc. of Iowa City, Iowa, dated November 13, 2012, be accepted; and Whereas, the Engineer's Report has been filed in the City Clerk's office; and Whereas, funds for this project are available in the Lower Muscatine - Kirkwood to First Avenue account#3803;and Whereas, this work was accepted by Resolution No. 16-195 but the final contract price was inaccurately stated therein; and Whereas, the final contract price is $6,652,753.56; and Whereas, this resolution is to correct the final contract amount. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The final contract price of $6,652,753.56 is approved. Passed and approved this 19th day of February 2019. G. Mor Approved by Attest:-/,-',' City Clerk City Attorney's Office It was moved by Mims and seconded by adopted, and upon roll call there were: Ayes x Nays: Salih Absent: the Resolution be Cole Mims Salih Taylor Teague Thomas Throgmorton I, b