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HomeMy WebLinkAboutFIRST AVENUE GRAD SEPARATION PROJECTsf r �S / -/ -e , e rr, u / .-n Ci Aj o _ e — r- S'#-1-7-9 o � / ry - a- pr,6 16 "7 Prepared by: Denny Gannon, Asst. City Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5142 RESOLUTION NO. 10-466 RESOLUTION AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST THE IOWA DEPARTMENT OF TRANSPORTATION FUNDING AGREEMENT FOR THE AVENUE GRADE 8E9ARATION PROJECT [STP -U5715(636) - - 70521. WHEREAS, the City of Iowa City, Iowa has negotiated an agreement with the Iowa Department of Transportation, said agreement being attached to this Resolution and by this reference made a part hereof; and WHEREAS, the City Council deems It is in the public interest to enter into said agreement with the Iowa Department of Transportation for the design and construction of the FM Av6n"ii'e G 5ep,#*4 ori Project. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. It is in the public interest to enter into the above-mentioned agreement, and the agreement is hereby approved as to form and content. 2. The Mayor is authorized to sign and the City Clerk to attest the agreement between the City of Iowa City and the Iowa Department of Transportation In duplicate. 3. The City Clerk shall furnish copies of said agreement to any citizen requesting same. Passed and approved this 26th day of October 20-!-Q—. ��-1 ,rr-TM AAprov ATTEST: CITY RK City Attomey's Office 10 (1JID It was moved by Bailey and seconded by adopted, and upon roll call there were: Mims AYES: NAYS: ABSENT: X- Bailey x Champion x Dickens _ x Hayek x Mims x Wilburn x Wright r ngVms/tslaw wpmtionpro{dw 10110 the Resolution be Aftk Iowa Department of Transportation District 6 Office Phone: 319-364-0235 430 Sixteenth Avenue SW FAX: 319-364-9614 Cedar Rapids, IA 52406-3150 kent.ellis@dot.iowa.gov November 2, 2010 Ronald R. Knoche, P. E. City of Iowa City — City Engineer 410 East Washington Street Iowa City, IA. 52240-1826 Ref: STP -U-3715(636}-70-52 Johnson County City of Iowa City Agreement No. 6-10-STPU-28 SUBJECT: Agreement 6-10-STPU-28 FINAL (STP PCC pavement -Grade and Replace, on 1 S` Avenue from north of Lower Muscatine Road to north of J Street, includes New Iowa Interstate RR overpass bridge.) Dear Mr. Knoche: Enclosed is a copy of the fully executed Iowa Department of Transportation Federal -Aid Surface Transportation Program Projects agreement for the referenced project. This agreement is not the needed authorization to proceed, nor the authorization of the funding for this project. The special provisions in this agreement must be followed in order to ensure reimbursement of federal funds. If you are using or will be using a consultant for this project, please provide your consultant with a copy of this agreement. Please contact me if you have any questions regarding the development and design requirements for this project. Sincerely, Kent L. Ellis, P.E. District Local Systems Engineer KLE/sjb Enclosure cc: Deb Coles, Finance, Iowa DOT, Ames, IA 50010 w/Enclosure Records Management, Iowa DOT, Ames, IA 50010 w/Enclosure Deanne Popp, Iowa DOT -Local Systems/Ames, IA w/Enclosure ' November 2008 IOWA DEPARTMENT OF TRANSPORTATION Federal -aid Agreement for a Surface Transportation Program Project Recipient: City of Iowa City Project No.: STP -U-3715(636)--70-52 Iowa DOT Agreement No.: 6-10-STPU-28 This is an agreement between the City of Iowa City, Iowa (hereinafter referred to as the Recipient) and the Iowa Department of Transportation (hereinafter referred to as the Department). Iowa Code Sections 306A.7 and 307.44 provide for the Recipient and the Department to enter into agreements with each other for the purpose of financing transportation improvement projects on streets and highways in Iowa with Federal funds. Federal regulations require Federal funds to be administered by the Department. The Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (SAFETEA-LU), Public Law 109-59, as amended by the SAFETEA-LU Technical Corrections Act, Public Law 110-244, reestablished the Surface Transportation Program (STP), now codified at Section 133(b) of Title 23, United States Code (U.S.C.). This program makes Federal funds available for construction, reconstruction, rehabilitation, resurfacing, restoration and operational or safety improvement projects on highways, bridges on any public road, and several other types of projects, as specified in 23 U.S.C. 133(b). Funding for highways is limited to Federal -aid highways, except that up to 15 percent of a State's sub -allocation of STP funds for areas with less than 5,000 population may be used for projects on rural minor collectors. Federal -aid highways include all Federal Functional Classifications, except for rural minor collectors or local roads. Pursuant to the terms of this agreement, applicable statutes, and administrative rules, the Department agrees to provide STP funding to the Recipient for the authorized and approved costs for eligible items associated with the project. Under this agreement, the parties further agree as follows: 1. The Recipient shall be the lead local governmental agency for carrying out the provisions of this agreement. 2. All notices required under this agreement shall be made in writing to the appropriate contact person. The Department's contact person will be the District 6 Local Systems Engineer. The Recipient's contact person shall be the City Engineer, or their designated representative. 3. The Recipient shall be responsible for the development and completion of the following described STP project: PCC Grade and Replace on 1 st Avenue from north of Lower Muscatine Rd. to north of J Street. Includes new Iowa Interstate RR overpass bridge. 4. Eligible project activities will be limited to the following: construction, engineering, inspection, and right-of-way acquisition. Under certain circumstances, eligible activities may also include utility relocation or railroad work that is required for construction of the project. 5. The Recipient shall receive reimbursement for costs of authorized and approved eligible project activities from STP funds. The portion of the project costs reimbursed by STP funds shall be limited to a maximum of either 80 percent of eligible costs or the amount stipulated in the Johnson County Council of Governments current Transportation Improvement Program (TIP) and approved in the current Statewide Transportation Improvement Program (STIP), whichever is less. 6. If the project described in Section 3. drops out of the Johnson County Council of Governments current TIP or the approved current STIP prior to obligation of Federal funds, and the Recipient fails to reprogram the project in the appropriate TIP and STIP within 3 years, this agreement shall become null and void. 7. If any part of this agreement is found to be void and unenforceable, the remaining provisions of this agreement shall remain in effect. STP P}oject Agreement • Page 2 8. It is the intent of both parties that no third party beneficiaries be created by this agreement. 9. This agreement shall be executed and delivered in two or more copies, each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same agreement. 10. This agreement and the attached Exhibit 1 constitute the entire agreement between the Department and the Recipient concerning this project. Representations made before the signing of this agreement are not binding, and neither party has relied upon conflicting representations in entering into this agreement. Any change or alteration to the terms of this agreement shall be made in the form of an addendum to this agreement. The addendum shall become effective only upon written approval of the Department and the Recipient. IN WITNESS WHEREOF, each of the parties hereto has executed this agreement as of the date shown opposite its signature below. City Signature Block (City Projects Only) By /tom �(j�n` Date October 26 _'20 10 Title of city official I, Marian K. Karr certify that I am the City Clerk of Iowa City, and that Matthew J. Hayek who signed said Agreement for and on behalf of the city was duly authorized to execute the same by virtue of a formal resolution duly passed and adopted by the city on the 26th day of �October .,20/110 Signed • /\UDate October 26 _'20 10 City Clerk of Iowa City, Iowa IOWA DEPARTMENT OF TRANSPORTATION Highway Division Bk_'C�rz M-1. Date Nov ek''L' Z 20 /b Kent L. Ellis, P.E. Local Systems Engineer District 6 November 2008 EXHIBIT 1 General Agreement Provisions for use of Federal Highway Funds on Non -primary Highways 1. General Requirements. a. The Recipient shall take the necessary actions to comply with applicable State and Federal laws and regulations. To assist the Recipient, the Department has provided guidance in the Federal -aid Project Development Guide (Guide) and the Instructional Memorandums to Local Public Agencies (I.M.$) that are referenced by the Guide. Both are available on-line at: http://www.iowadot.gov/local_ systems/ publications/im/lpa_ims.htm. The Recipient shall follow the applicable procedures and guidelines contained in the Guide and I.M.s in effect at the time project activities are conducted. b. In accordance with Title VI of the Civil Rights Act of 1964 and associated subsequent nondiscrimination laws, regulations, and executive orders, the Recipient shall not discriminate against any person on the basis of race, color, national origin, sex, age, or disability. In accordance with Iowa Code Chapter 216, the Recipient shall not discriminate against any person on the basis of race, color, creed, age, sex, sexual orientation, gender identity, national origin, religion, pregnancy, or disability. c. The Recipient shall comply with the requirements of Title II of the Americans with Disabilities Act of 1990 (ADA), Section 504 of the Rehabilitation Act of 1973 (Section 504), and the associated Federal regulations that implement these laws. When pedestrian facilities are constructed, reconstructed, or altered, the Recipient shall make such facilities compliant with the ADA and Section 504. Pedestrian facilities include facilities that are designed for pedestrian use, such as pedestrian signals and push buttons, sidewalks, multi- use trails, curb ramps, and the street surface in the pedestrian crossing area. Alterations are changes to the structure, grade, function, or use of the pedestrian facility, and include such activities as: full depth pavement replacement, widening, resurfacing, signal installation, pedestrian signal installation, and other projects of similar scale and effect. In addition, by signing this agreement, if the Recipient has 50 or more employees, it certifies one of the following: it has provided ADA compliant curb ramps at all intersections of sidewalks with public streets under its jurisdiction; it has a transition plan that meets the requirements of 28 CFR 35.150(d), including provisions for installation of curb ramps at all intersections of sidewalks with public streets under its jurisdiction; or it is working to develop such a transition plan. If the Recipient does not have a transition plan or its transition plan does not include curb ramps, the Recipient shall prepare or modify its transition plan to include curb ramps in accordance with I.M. 1.080, ADA Requirements. d. The Recipient agrees to indemnify, defend, and hold the Department harmless from any action or liability arising out of the design, construction, maintenance, placement of traffic control devices, inspection, or use of this project. This agreement to indemnify, defend, and hold harmless applies to all aspects of the Department's application review and approval process, plan and construction reviews, and funding participation. e. In case of dispute concerning the terms of this agreement, the parties shall submit the matter to arbitration pursuant to Iowa Code Chapter 679A. Either party has the right to submit the matter to arbitration after 10 days notice to the other party of their intent to seek arbitration. The written notice shall include a precise statement of the dispute. The Department and the Recipient agree to be bound by the decision of the appointed arbitrator. Neither party may seek any remedy with the State or Federal courts absent exhaustion of the provisions of this paragraph The Office of Management and Budget (OMB) Circular A-133 requires the Department to inform the Recipient of the appropriate Catalog of Federal Domestic Assistance (CFDA) number and title to be used on the Schedule of Expenditures of Federal Awards (SEFA) that is required by OMB Circular A-133. CFDA #20.205 and title, "Highway Planning and Construction" shall be used for the Federal funds awarded for this project. If the Recipient will pay initial project costs and request reimbursement from the Department, the Recipient shall report this project on its SEFA. If the Department will pay initial project costs and then credit those accounts from which initial costs were paid, the Department will report this project on its SEFA. In this case, the Recipient shall not report this project on its SEFA. 2. Federal Authorization. a. The Recipient shall be responsible for including the project in the appropriate Regional Planning Affiliation (RPA) or Metropolitan Planning Organization (MPO) Transportation Improvement Program (TIP). The Recipient shall also ensure that the appropriate RPA or MPO, through their TIP submittal to the Department, Exhibit T .Page 2 includes the project in the Statewide Transportation Improvement Program (STIP). If the project is not included in the appropriate fiscal year of the STIP, Federal funds cannot be authorized. b. Before beginning any work for which Federal funding reimbursement will be requested, the Recipient shall contact the Department to obtain the procedures necessary to secure FHWA authorization. The Recipient shall submit a written request for FHWA authorization to the Department. After reviewing the Recipient's request, the Department will forward the request to the FHWA for authorization and obligation of Federal funds. The Department will notify the Recipient when FHWA authorization is obtained. The cost of work performed prior to FHWA authorization will not be reimbursed with Federal funds. 3. In -House Services. a. If Federal funding is requested for in-house services, the Recipient shall follow the procedure outlined in I.M. 3.310, Federal -aid Participation in In -House Services. If the Recipient desires to claim indirect costs under Federal awards, the Recipient shall prepare an indirect cost rate proposal and related documentation in accordance with the requirements of 2 CFR 225. Before incurring costs for in-house services, such an indirect cost rate proposal shall be certified by the FHWA or the Federal agency providing the largest amount of Federal funds to the Recipient. 4. Consultant Services a. If the Recipient requests Federal funds for consultant services, the Recipient and the Consultant shall prepare a contract for consultant services in accordance with Title 23, Code of Federal Regulations, Part 172 - Administration of Negotiated Contracts (23 CFR 172). These regulations require a qualifications -based selection process. The Recipient shall follow the procedures for selecting and using consultants outlined in I.M. 3.305, Federal -aid Participation in Consultant Costs. b. If preliminary engineering is Federally funded, and if the "do nothing" alternate is not selected, and if right-of- way acquisition for or actual construction of the road is not started by the close of the tenth fiscal year following the fiscal year in which the Federal funds were authorized, the Recipient shall repay to the Department an amount equal to the amount of Federal funds made available for such engineering. 5. Environmental Requirements and other Agreements or Permits. a. The Recipient shall take the appropriate actions and prepare the necessary documents to fulfill the FHWA requirements for project environmental studies including historical/cultural reviews and location approval. The Recipient shall complete any mitigation agreed upon in the FHWA approval document. b. If farmland is to be acquired, whether for use as project right-of-way or permanent easement, the Recipient shall submit the U.S. Department of Agriculture Farmland Conversion Impact Rating form, when required, to the U.S. Natural Resources Conservation Service (NRCS). c. The Recipient shall obtain agreements, as needed, from railroad and utility companies; and shall obtain project permits and approvals, when necessary, from the Iowa Department of Cultural Affairs (State Historical Society of Iowa; State Historic Preservation Officer), Iowa Department of Natural Resources, U.S. Coast Guard, U.S. Army Corps of Engineers, the Department, etc. d. The Recipient shall comply with the Policy for Accommodating Utilities on City and County Federal -aid Highway Right of Way, and the Policy for Accommodating Utilities on Primary Road System when on State's right of way. Certain utility relocation, alteration, adjustment, or removal costs to the Recipient for the project may be eligible for Federal funding reimbursement. If the Recipient desires Federal reimbursement of these costs, it shall submit a request for FHWA Authorization prior to beginning any utility relocation work, in accordance with the procedures outlined in I.M. 3.650, Federal -aid Participation in Utility Relocations e. In all contracts entered into by the Recipient, and all subcontracts, in connection with this project that exceed $100,000, the Recipient shall comply with the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act, and all their regulations and guidelines. In such contracts, the Recipient shall stipulate that any facility to be utilized in performance of or to benefit from this agreement is not listed on the Environmental Protection Agency (EPA) List of Violating Facilities or is under consideration to be listed. Exhibit 1 ^Page 3 6. Right -of -Way. a. The Recipient shall acquire the project right-of-way, whether by lease, easement, or fee title, and shall provide relocation assistance benefits and payments in accordance with the procedures set forth in I.M. 3.605, Right -of -Way Acquisition, and the Department's Office of Right of Way Local Public Agency Manual. The Recipient shall contact the Department for assistance, as necessary, to ensure compliance with the required procedures, even if no Federal funds are used for right-of-way activities. The Recipient shall obtain environmental concurrence before acquiring any needed right-of-way. With prior approval, hardship and protective buying is possible. If the Recipient requests Federal funding for right-of-way acquisition, the Recipient shall also obtain FHWA authorization before purchasing any needed right-of-way. b. If the project right-of-way is Federally funded and if the actual construction is not undertaken by the close of the twentieth fiscal year following the fiscal year in which the Federal funds were authorized, the Recipient shall repay the sum or sums of Federal funds in the right-of-way to the Department. 7. Letting the Project. a. The project plans, specifications, and project cost estimate (PS&E) shall be prepared and certified by a Professional Engineer licensed in the State of Iowa. The Recipient shall submit the plans, specifications, and other contract documents to the Department for review and approval to let the project. b. The project shall be constructed under the Department's Standard Specifications for Highway and Bridge Construction. Prior to their use in the PS&E, specifications developed by the Recipient for individual construction items shall be approved by the Department. c. The Recipient shall forward a completed Project Development Certification (Form 730002) and final PS&E to the Department. As a condition for the Department to let the project, the Recipient agrees that the Recipient has the financial resources to proceed with the project if bids submitted are 110% of the project cost estimate or less. If the Recipient is a city, the Recipient shall comply with the public hearing requirements of the Iowa Code section 26.12. d. If the project is to be accomplished via a contract awarded by competitive bidding, the project will be let by the Department in accordance with its normal letting procedures. After bids are received and reviewed, the Department will furnish the Recipient with a tabulation of responsive bids. e. When let by the Department, the Department will prepare an Iowa DOT Staff Action identifying the lowest responsive bidder. The Department will mail three originals of the unexecuted contract to the Recipient. f. The Recipient shall take action to award a contract to the lowest responsive bidder or reject all bids. Following award of a contract, the Recipient shall forward to the Department two copies of the fully executed contract, two copies of the performance bond, and two copies of the certificate of insurance. 8. Construction. a. Traffic control devices, signing, or pavement markings installed within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" per 761 IAC Chapter 130. The safety of the general public shall be assured through the use of proper protective measures and devices such as fences, barricades, signs, flood lighting, and warning lights as necessary. b. If Federal funding is requested for construction performed by local agency forces, the Recipient will follow the procedures outlined in I.M. 3.810, Federal -aid Construction by Local Agency Forces. c. The Recipient shall comply with the procedures and responsibilities for materials testing according to Department's Material I.M.s. The Department will bill the Recipient for testing services according to its normal policy. The Recipient should use the Department's Construction Manual as a guide for conducting other construction inspection activities. Exhibit 1'• 'Page 4 9. Payments. a. After costs have been incurred, the Recipient may submit to the Department periodic itemized claims for reimbursement for eligible project costs. Reimbursement claims shall include certification that all eligible project costs, for which reimbursement is requested, have been paid in full and completed in substantial compliance with the terms of this agreement. b. The Department will reimburse the Recipient for properly documented and certified claims for eligible project costs, less a withholding of 5% of the Federal and / or State share of construction costs. Reimbursement will be made either by State warrant or by crediting other accounts from which payment was initially made. If, upon final audit or review, the Department determines the Recipient has been overpaid, the Recipient shall reimburse the overpaid amount to the Department. After the final audit or review is complete and after the Recipient has provided all required paperwork, the Department will release the Federal or State funds withheld. c. The total funds collected by the Recipient for this project shall not exceed the total project costs. The total funds collected shall include any Federal or State funds received, and any special assessments made by the Recipient (exclusive of any associated interest or penalties), pursuant to Iowa Code Chapter 384 (cities) or Chapter 311 (counties). The total project costs shall include all costs that can be directly attributed to the project. In the event that the total funds collected by the Recipient does exceed the total project costs, the Recipient shall either: 1) refund to the assessed property owners the excess special assessments collected (including interest and penalties associated with the amount of the excess), or 2) refund to the Department all funds collected in excess of the total project costs (including interest and penalties associated with the amount of the excess) within 60 days of the receipt of any excess funds. In return, the Department will either credit reimbursement billings to the FHWA or credit the appropriate State fund account in the amount of refunds received from the Recipient. 10. Project Close-out. a. Upon completion of the project, a Professional Engineer licensed in the State of Iowa shall certify in writing to the Department that the project was completed in substantial compliance with the plans and specifications set out in this agreement. Final reimbursement of Federal funds shall be made only after the Department accepts the project as complete. b. The Recipient shall maintain all books, documents, papers, accounting records, reports, and other evidence pertaining to costs incurred for the project. The Recipient shall also make these materials available at all reasonable times for inspection by the Department, FHWA, or any authorized representatives of the Federal Government. Copies of these materials shall be furnished by the Recipient if requested. Such documents shall be retained for at least 3 years from the date of FHWA approval of the final amendment / modification to the project in the FHWA's Fiscal Management Information System (FMIS). Upon receipt of such approval by FHWA, the Department will notify the Recipient of the record retention date. c. The Recipient shall maintain, or cause to be maintained, the completed improvement in a manner acceptable to the Department and the FHWA. � r , CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240-1826 (319) 356-5000 (319) 356-5009 FAX www.icgov.org ENGINEER'S ESTIMATE February 9, 2015 City Clerk City of Iowa City, Iowa Re: First Avenue Grade Separation Project Dear City Clerk: The total estimated construction cost for this project is $10,933,000. Work on this project will be divided into two separate contracts, both to be completed within the same construction area and timeframe. The first contract (estimated at $2,762,000) will include the railroad track work and will be completed by the IRIS Railroad. The second contract (estimated at $8,171,000) will include all other work and will be bid through the Iowa Department of Transportation. Sincerely, Ja' son Havel, P.E. City Engineer w roJ Prepared by. Dennis Gannon, Public Works, 410 E. Washington St, Iowa City, IA 52240 319-356-5142 RESOLUTION NO. 11-183 RESOLUTION AUTHORIZING THE ACQUISITION OF PROPERTY INTERESTS NECESSARY FOR CONSTRUCTION OF THE FIRST AVENUE GRADE SEPARATION AND DRAINAGE PROJECT. WHEREAS, the City of Iowa City desires to construct the First Avenue Grade Separation and Drainage Project ('Project') which includes lowering First Avenue, raising the Iowa Interstate Railroad tracks, and constructing a railroad bridge over First Avenue, along with completing some drainage improvements; and WHEREAS, the City Council has determined that construction of the Project is a valid public purpose under State and Federal law, and has further determined that acquisition of certain property rights is necessary to construct, operate and maintain the proposed project; and WHEREAS, the City staff has determined the location of the proposed Project; and WHEREAS, City staff should be authorized to acquire necessary property rights at the best overall price to the City; and WHEREAS, funds for this project are available in the First Avenue/IAIS RR Crossing Improvements account # 3871. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The City Council finds that it is in the public interest to acquire property rights by warranty deed, quit -claim deed, and/or easement for the construction of the First Avenue Grade Separation and Drainage Project ('Project') which Project constitutes a public improvement under Iowa law. The City Council further finds that acquisition of said property rights is necessary to carry out the functions of the Project, and that such Project constitutes a valid public purpose under state and federal law. 2. The City Manager or designee is hereby authorized and directed to negotiate the purchase of property rights by warranty deed, quit -claim deed and/or easement for the construction, operation and maintenance of the Project. The City Manager or designee is authorized to sign purchase agreements for the purchase of property and/or easements, and offers to purchase property and/or easements. 3. The City Manager or designee, in consultation with the City Attorney's Office, is authorized and directed to establish, on behalf of City, an amount the City believes to be just compensation for the property to be acquired, and to make an offer to purchase the property for the established fair market value. 4. In the event negotiation is successful, the Mayor and City Clerk are hereby authorized to execute and attest easement agreements and agreements in lieu of condemnation. The City Attorney is hereby directed to take all necessary action to complete said transactions, as required by law. 5. In the event the necessary property rights for the Project cannot be acquired by negotiation, the City Attomey is hereby authorized and directed to initiate condemnation proceedings for acquisition of any and all property rights necessary to fulfill the functions of the Project, as provided by law. Resolution No. 11-183 Page 2 Passed and approved this 17th day of May , 20 11 n82% A MAYOR , / Approved by ATTEST: /i��GG.r/ (�iQW ✓7)AL Z 'G� CI LERK City Attorney's Office 5 h u It was moved by Bailey and seconded by Mims the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Bailey x Champion x Dickens x Hayek x Mims x Wilburn x Wright Pv ng/rads stavegmdsep-acquimprop.doc 5/11 Prepared by: Brian Boelk, Sr. Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5437 RESOLUTION NO. 12-372 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AMENDMENT #1 TO THE MARCH 20, 2007 AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND VJ ENGINEERING TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE FIRST AVE. GRADE SEPARATION PROJECT. WHEREAS, the City of Iowa City entered into a contract on March 20, 2007 for consulting services with VJ Engineering of Iowa City, Iowa, to provide design services for the First Ave. Grade Separation Project; and WHEREAS, the City of Iowa City desires to broaden the scope of services to be performed by the Consultant to provide additional design development and plan revisions and to prepare and update final design for construction of the First Ave. Grade Separation Project; and WHEREAS, it is in the public interest to amend said Consultant Agreement with VJ Engineering; and WHEREAS, funds for this project are available in the 1" Ave./IAIS Railroad Crossing Improvements account #3871: and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Consultant Agreement, First Ave. Grade Separation, Amendment No.1 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 Amendment No. 1 to the Consultant's Agreement. Passed and approved this 21st day of August , 20 12 . nom--^ MAYOR Approved by • �� ATTEST:�J CITY Oi-ERK City Attorney's Office P'Iq ](2- Resolution No. 12-372 Page 2 It was moved by Cbampii on 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 FIRST AVE. GRADE SEPARATION AMENDMENT NO. 1 THIS AMENDMENT to the March 20, 2007, CONSULTANT AGREEMENT for the First Avenue Grade Separation Project, by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and VJ Engineering of Iowa City, hereinafter referred to as the Consultant, is made and entered into this i 0 z`i of 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 March 20, 2007 Consultant Agreement, as amended: SCOPE OF SERVICES: 1.0—Additional Design Development The Consultant shall perform additional project coordination and development associated with the extended project schedule and revisions to the construction documents. Specific items to be completed shall include: 1.1 Plan and Specification Revisions - This task includes the additional design needed to complete the plans and specifications according to the current project needs. 1.2 Final Updates and Bidding Process - This task includes updating and completing the construction plans and specifications per Iowa DOT revised specifications at the time of the revised bid letting. Task also includes bid information such as contract documents and updated construction cost estimate. 2.0 — J Street & Sycamore View Water Main — SEJH Sanitary Sewer The Consultant shall perform additional project coordination and development associated with this project. Specific items to be completed shall include: 1.1 Plan and Specification Revisions - This task includes separating out the work associated with the water main and sanitary sewer under First Avenue between J Street and the IAIS railroad. This task includes development of documentation with regard to the revised bid information, including project schedule dates, plan schedules, plan notes and updated construction cost estimate. II. TIME OF COMPLETION: The Project Schedule for the First Ave. Grade Separation Project has been amended as follows: Finalize ROW Needs August 31, 2012 Final Plans (DOT Submittal) September 3, 2013 Project Letting (DOT) November 19, 2013 III. Section IV. COMPENSATION FOR SERVICES In consideration for the above-described change in hourly not -to -exceed fee for performance of the $414,191.80, including any authorized reimbursable Fees set forth in the March 20, 2007 Agreement. summarized below: Task 1.0 -Additional Design Development 1.1 Plan and Specification Revisions: a) Storm Water Lift Station/Force Main b) Additional Plats c) Storm Sewer Design d) Railroad Drainage e) Bridge Design f) Retaining Wall Design g) Railroad Track Design h) Staging/Traffic Control Plans i) Utility Coordination 1.2 Final Updates and Bidding Process: a) Refresh to current IDOT specs b) Complete Contract Documents c) Meetings the Scope of Services, Consultant's total Scope of Services, as amended, is expenses, pursuant to the Schedule of This additional $116,391.80 in fees is $16,300.00 $2,520.00 $10,150.00 $7,525.00 $11,100.00 $10,400.00 $12,350.00 $5,625.00 $2,840.00 $16,500.00 $5,250.00 $1260.00 Task 2.0 - J Street & Sycamore View Water'Main - SEJH Sanitary 2.1 Plan and Specification Revisions: a) Preparing and completing plans as separate project $14,571.80 IV. All other provisions of the March 20, 2007 consultant agreement, not specifically amended herein shall remain in full force and effect. FOR THE CITY FOR T� ULTANT By: By: Matthew J. Hayek TAMC- S %C-�W✓ Title: Mayor Title: Peon ENGIN Date: August 21 2019 us ATTEST: /f/'ll r.�G/i,�i k Ci Clerk 61-1 (�-i'L_ Approved by: >ti> 4e4A, City Attorney's Office e' yllZ Date Prepared by: Ron Knoche, City Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5139 RESOLUTION NO. 13-185 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AMENDMENT #2 TO THE MARCH 20, 2007 AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND VJ ENGINEERING TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE FIRST AVENUE GRADE SEPARATION PROJECT. WHEREAS, the City of Iowa City entered into a contract on March 20, 2007 for consulting services with VJ Engineering of Iowa City, Iowa, to provide design services for the First Avenue Grade Separation Project; and WHEREAS, the City of Iowa City desires to broaden the scope of services to be performed by the Consultant to provide additional design development and plan revisions and to prepare and update final design for construction of the Frist Avenue Grade Separation Project, and WHEREAS, it is in the public interest to enter into said Consultant Agreement with VJ Engineering; and WHEREAS, funds for this project are available in the 1s` Ave./IAIS Railroad Crossing Improvements account #3871; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The Consultant Agreement, First Avenue Grade Separation, Amendment No.2 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 Amendment No. 2 to the Consultant's Agreement. Passed and approved this 4th day of June , 2013. Pweng/masters/desig nagt. doe Approved by / // I'/-'. City Attorney's Office i/jam'/f3 Resolution No. 13-185 Page 2 It was moved by Mims and seconded by Champion the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: Champion Dickens Dobyns Hayek Mims Payne Throgmorton CONSULTANT AGREEMENT FIRST AVE. GRADE SEPARATION AMENDMENT NO. 2 THIS AMENDMENT to the March 20, 2007, CONSULTANT AGREEMENT for the First Avenue Grade Separation Project, by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and VJ Engineering of Iowa City, hereinafter referred to as the Consultant, is made and entered into this %*�` of O'V66er 2013. WHEREAS, on August 21, 2012, the March 20, 2007 Consultant Agreement was amended to provide additional engineering services for project design modifications and project plan development, including revised plans and specifications required for letting the project through the Iowa Department of Transportation (Amendment #1); and WHEREAS, the City desires to again 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 bid 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 March 20, 2007 Consultant Agreement, as amended: SCOPE OF SERVICES: 1.0—Additional Design Development The Consultant shall perform additional project design and coordination associated with the stormwater management shared facility with South East Junior High as shown below. Detention Basin Desiqn - This task includes the additional design needed to properly size and accommodate storm water generated by a 100 -year design storm from the First Ave. Grade Separation Project and South East Junior High. Drainage Ditch Design — This task includes the design of the drainage ditch to convey flows exceeding the proposed detention basin capacity, extending from the east end of the proposed detention basin to the existing culver located in the railroad right-of-way immediately south of 1651 Dover Street. Gravity Storm Sewer Design —This task includes the design of a gravity storm sewer extending from the proposed detention basin. Topographic Survey - This task includes topographic and boundary survey necessary for the drainage ditch and sewer design. Coordination Meetings — Meetings with Iowa City Community School District, Iowa City Public Works, and Iowa City Parks and Recreation staff regarding detention basin, drainage ditch, and storm sewer. N* TIME OF COMPLETION: The Project Schedule for the First Ave. Grade Separation Project is amended as follows: Final Plans (IDOT Submittal) Project Letting (DOT) October 22, 2013 January 22, 2014 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 $442,691.80, including any authorized reimbursable expenses, pursuant to the Schedule of Fees set forth in the March 20, 2007 Agreement. This additional $28,500.00 in fees is summarized below: Task 1.0 - Additional Design Development a) Detention Basin Design $7,590.00 b) Drainage Ditch Design $6,945.00 c) Gravity Storm Sewer Design $4,025.00 d) Topographic Survey $3,500.00 e) Coordination Meetings $6,440.00 IV. All other provisions of the March 20, 2007 Consultant Agreement and the Amendment #1, not specifically amended herein shall remain in full force and effect. FOR THE CITY ,(� /FOR THE CONSULTANT By: x°49'�ISI \ By: / Matthew J. Hayek Title: Mayor Title: Date: TUNE ` 01013 / ATTEST: �%l/Jc�Aw .� - eeoI Cit Jerk Date: '�; Approved by: City Attorney's Office 1�'-a")-I� n ✓ , Prepared by: Jason Havel, City Engineer, 410 E. Washington St., Iowa City, IA 52240,(319)356-5410 RESOLUTION NO. 15-32 RESOLUTION SETTING A PUBLIC HEARING ON FEBRUARY 23, 2015 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE FIRST AVENUE GRADE SEPARATION PROJECT ISTP-U-3715(636)--70-52], 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 1st Ave/IAIS RR Crossing Improvements account # S3871. 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 23rd day of February, 2015, 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 9th day of February 2015 MAYOR Approved by �J,� �� ATTEST: ���1� r�r�.� s�- ��1n� [ ic�`.`e7� " r v�+� CITY CLERK City Attorney's Office Resolution No. 15-32 ]Page 2 It was moved by Mims and seconded by Botchway the Resolution be adopted, and upon roll call there were: AYES: NAYS: I:'\Y 1hM@Y:W Botchway Dickens Dobyns Hayek Payne Throgmorton NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE FIRST AVENUE GRADE SEPARATION PROJECT [STP -U-3715(636)-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 First Avenue Grade Separation Project [STP -U-3715(636)-70-52] in said city at 7:00 p.m. on the 23d day of February, 2015, 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 Printer's Fee S CERTIFICATE OF PUBLICATION STATE OF IOWA, JOHNSON COUNTY, SS: THE IOWA CITY PRESS -CITIZEN FED.IDIl42-0330670 I, Cru- byl being duly sworn, say that 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): Legal Clerk Subscribed and sworn to before me this , I By of T--eQ A. 20 . Notary ub is ADAM JAMES KAHLER Commission Number 785381 11511111 My Commission Expires 08!0412017 UrrI iI.LrucuUAI iUry NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, SPECIAL PROVISIONS AND ESTIMATE OF COST FOR THE FIRST AVENUE GRADE SEPARATION PROJECT (STP -U-3715(838)--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 con- struction of the First Avenue Grade Separation Project [STP -U- 3715(038)--70-52] in said city at 7:00 p.m. on the 23rd day of February, 2015, said meeting to be held In the Emma J. Harvat Hall In City Hall, 410 E. Washington Street in said city, or I 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 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 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 mid 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 o�..February 13, 2015 Prepared by: Jason Havel, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5410 RESOLUTION NO. 15-56 RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON- TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE FIRST AVENUE GRADE SEPARATION PROJECT [STP -U-3715(636)--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 (DOT); and WHEREAS, bids will be accepted on March 17, 2015 at 10:00 a.m. by the DOT, Office of Contracts 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 1st Ave/IAIS RR Crossing Improvements account # S3871. NOW, THEREFORE, BE IT RESOLVED BY THE CITY 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 DOT 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 DOT, Office of Contracts, 800 Lincoln Way, Ames, IA 50010, (515) 239-1414 before 10:00 a.m. on the 17th day of March, 2015. Thereafter, the bids will be opened and announced by the DOT, and thereupon referred to the City 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 23rd day of March, 2015, or at a special meeting called for that purpose. Passed and approved this 23rd day of February , 20_1_5_. MAYOR Approved by Resolution No. 15-56 Page 2 ATTEST: CITYCEERK City Attorney's Office Resolution No. 15-56 ]Page 3 It was moved by Mims and seconded by Botchway the Resolution be adopted, and upon roll call there were: AYES: A13S ENT: Botchway Dickens Dobyns Hayek Mims Payne Thrograorton 3 A (3 ) Prepared by: Jason Havel, City Engineer, 410 E. Washington St., Iowa City, IA 52240 (319)356-5410 RESOLUTION NO. 15-82 RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE FIRST AVENUE GRADE SEPARATION PROJECT [STP -U-3715(636)--70-52]. WHEREAS, Peterson Contractors Inc. of Reinbeck, Iowa has submitted the lowest responsible bid of $7,860,886.75 for construction of the above-named project; and WHEREAS, funds for this project are available in the 1st Ave/IAIS RR Crossing Improvements account # S3871. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. The contract for the construction of the above-named project is hereby awarded to Peterson Contractors Inc., subject to the condition that awardee secure adequate bond and insurance certificates. 2. The Mayor is hereby authorized to sign the contract for construction of the above-named project and the Contractor's Bond, subject to the condition that awardee secure adequate bond and insurance certificates. 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 23rd day of March _,20 15 MAYOR ATTEST: 1�71e4i iC2ca� CITY CLERK Z roved by City Attorney's Office -3 9 /S It was moved by Dickens and seconded by Payne the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: x Botchway X Dickens X Dobyns X Hayek x Mims X Payne X Throgmorton NOTICE TO BIDDERS STATE OF IOWA - Sealed bids will be received by the Iowa Department of Transportation (DOT), Office of Contracts, 800 Lincoln Way, Ames, Iowa 50010 on March 17, 2015 at 10:00 A.M. for various Items of construction and/or maintenance work. Plans, specifications and proposal forms for the work may be seen at the Office of Contracts until noon on the day previous to the letting. Proposal guaranties are to be sent to the Office of Contracts at the address above. Iowa DOT personnel will be available to accept proposal guaran- l ties during regular business hours of 8:00 a.m. to 4:30 p.m. Printer's Fee $ ii0 b The Iowa DOT uses the Bid Express website (www.bidx.coml as an official depository for bid submittal. The Iowa DOT will ensure this depository is CERTIFICATE OF PUBLICATION available for a two-hour period prior to the deadline for submission of bids. If there is an Interruption of communications or loss of service by Bid Express during this two-hour period, the Iowa DOT will delay the deadline STATE OF IOWA + for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the bids will be performed at the Office of JOHNSON COUNTY, SS: Contracts after 10:30 A.M. on the day bids am to be received, unless otn- erwlse specified by the Iowa DOT. THE IOWA CITY PRESS-CITIZEN All proposals must be filed on the forms furnished by the Office of Contracts, sealed and plainly marked. Proposals containing any reserva- tions not provided for in the forms furnished will be rejected. The Iowa DOT FED.IDN42-0330670 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 pro- Posal farts, shall be filed with each proposal. The proposal guarantee shall I, be In the form of a certified check or credit union certified share Waft, cashier's check, money order or bank draft dram on a solvent bank or being duly sworn, say that I am credit union. Certified checks or credit union certified share drafts WWI the legal clerk of the IOWA CITY bear an endorsemerr signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or PRESS-CITIZEN, a newspaper bank drafts shall be made payable either to the contracting authodtyor to the bidder; and, where made payable to the bitltler, she)] contain an published in said county, and unqualified endorsement to the contracting authority signed by the bidder that a notice, a printed copy of or the bidder's authorized agent A property completed Proposal Guaremy/ Bid Bond (farm 131084) or a properly completed Contractor's Annual aid Which is hereto attached was Bond (forth 650043) may be used In Ileu of the monetary options specified' above. Both fortes are available from the Office of Contracts. published in said paper Per Iowa Code section 423.3 (80), the contracting authority will Issue an time(s), On the following date(s): exemption certificate for the purchase or use of building materials, sup- plies and equipment used In the performance of the construction contract. ate) Failure to execute a contract and file an acceptable performance bond and CD certificate of Insurance within 30 days of the approval date for awarding the contract will be Just and sufficient cause for the denial of the award and the forfelture of the proposal guarantee. The Iowa DOT (or other approved contracting authority) hereby nottllas M bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises win be afforded full opportunity to submit bids In response to this Invitation and Legal Clerk g will not be discriminated against on the grounds of race, color. or national origin In consideratlon for an award. On Federal Aid projects, where disadvantaged business enterprise (DBE) Subscribed and sworn to goals have been established, the bidder is required to complete and sub- before me this day of mit torte 102115 with the bid documents. On ail projects without DBE gam, the contractor must show that afllmmetiw action hoe been made to A. 26 seek out and consider DBEs as potential subcaarectors. Some be . _! . projects may 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 ler Notaoublic these projects. The listing of Projects open for bids and details fa each project will be available to potential bidders and suppliers three (3) weeks prior to the letting date at: www.bidx.conya/main W w:::;•.iov.�a^t gav/.o ar ADAM JAMES KANLER iadeamtm or by calling the Office of Contracts at 515-239-1414. Minimum wage rates for all federal-aid projects have been predetermined Numbgr785381 by the U.S. Secretary of Labor and ere set forth in the specifications. However, this does to Commission �= not apply projects off the fedemi highway sys- tern. All federal-ald My Commission Expires projects are subject to the Contract Work Houm Standards Act, as amended (tills I of Pub. L 87581, Aug. 13, 1962.75 08104017 Stat.357) and Implementing regulations. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced within Iowa, and also, a resident bid- der shall be allowed a preference against a nonresident bidder from a state or foreign country which gives a requires a Preference to bidders from met state or foreign country both on pm*-ts in which there are no federal funds Involved. IOWA DEPARTMENT OF TRANSPORTATION OFFICE OF CONTRACTS TELEPHONE: 515-239-1414 - M Order Q15- 7 Carty:- County'.r�-- Propocal6) 92-9'15-638 wrx Type: BRIDGE NEW - STEEL GIRDER DBE Goal: 4.0% S9 Days: 170 Late 1 Late Start Date: 0420!2015 Guarantee: 5500,000.00 fill p p/ r Project: STP-U-3715(636)-70-52 Route, FIRST AVE aYi!- Location: IN THE CITY OF IOWA CITY, FIRST AVE.: OVER FIRST AVE. February 27, 2015 Legal Clerk Subscribed and sworn to before Ine this Z , day of MrY,--- #.D.20 S Not6 P blic OFFICIAL PUBLICATION PUBLIC NOTICE OF STORM WATER DISCHARGE The City of Iowa City plans to submit a Notice of Intent to the .V1 Iowa Department of Natural Resources to be covered under the Printer's Fee $ NPDES General Permit No. 2 "Storm Water Discharge Associated CERTIFICATE. OF PUBLICATION with Industrial Activity for Construction Activities The storm water discharge will be STATE. OF IOWA, from grading, madway, water main, and storm sewer construction for the First Ave Grade Separation JOHNSON COUNTY, SS: project located in the SW % of Section 13 and SE Y. of Section 14, THE IOWA CITY PRESS -CITIZEN Township 79 North, Range 6 West, Johnson County. Runoff from this project will flow FED.IDN42-0330670 into an existing overland drainage way, which then leads to a tributary of Snyder Creek and eventually into the Iowa River. being duly sworn, say that I a Comments may be submitted to the Storrs Water Discharge the legal clerk of the IOWA CI A PART ENT OoordINATURAWRE ES, PRESS -CITIZEN, a newspaper Environmental Protection Division, published in said county, and Harry A. Wallace Building, 502 E. 9th Street, Des Moines, IA 50319 - rinted co of 0034. The public may review the that a notice, aPY P Notice of Intent from 8 a.m. to 4:30 which is hereto attached, Vj as p.m., Monday through Friday, at the above address after it has been published in said paper received by the department. time(s), on the following date(s): March 23, 2015 3-�•Z3-1 S Legal Clerk Subscribed and sworn to before Ine this Z , day of MrY,--- #.D.20 S Not6 P blic FA93 (F.,m 650019) CONTRACT 05-13 Letting Date: March 17, 2015 Contract ID: 52-3715-636 County: JOHNSON Project Engineer: CITY OF IOWA CITY Bld Order No.: 015 Cost Center: 849300 Object Code: 890 Contract Work Type: BRIDGE NEW - STEEL GIRDER DBE Commitment $325,000.00 This agreement made and entered by and between the CITY OF IOWA CITY CONTRACTING AUTHORITY, AND PETERSON CONTRACTORS INC. OF REINBECK, IA, (PE320), CONTRACTOR It is agreed that the notice and instructions to bidders, the proposal filed by the Contractor, the specifications, the plan, if any, for Project(s) listed below, together with Contractor's performance bond, are made a part hereof and together with this instrument constitute the contract. This contract contains all of the terms and conditions agreed upon by the parties hereto. A true copy of said plan is now on file in the office of the Contracting Authority under date of 03/12/2015 PROJECT: STP -U-3715(636)--70-52 WORK TYPE: BRIDGE NEW - STEEL GIRDER COUNTY: JOHNSON ROUTE: FIRST AVE ACCOUNTING ID: 32387 LOCATION: IN THE CITY OF IOWA CITY, FIRST AVE.: OVERLENGFIRST AVELES): 0 FEDERAL AID - PREDETERMINED WAGES ARE IN EFFECT The specifications consist of the Standard Specifications for Hi hwaand Bride Constructio Series 2012 Of the Iowa Department of Transportation plus the following Supplemental Specifications, Special Provisions, and addendums: DS -12056, FHWA-1273.05, GS -12005, IA15-1.0, SP -126043, SP -126044, ADDENDUMS: 17MAR015.A01, 17MAR015.A02,G0417MAR015.A03, 17MAR015.A04, 17MAR015.A05 Contractor, for and in considerations of $7,860,886.75 a Part of this contract, agrees to construct various items of work band/orle asset provide arioouussmateralsons or suppliestforth in in accordance with the plans and specifications therefore, and in the locations designated in the Notice to Bidders. Contractor certifies by signature on this contract, under pain of penalties for false certification, that the Contrac- tor has complied with Iowa Code Section 452A.17(8) as amended, if applicable, and Iowa Code Section 91C.5 (Public Registration Number), if applicable. In consideration of the foregoing, Contracting authority hereby agrees to pay the Contractor promptly and accor- ding to the requirements of the specifications the amounts set forth, subject to the conditions as set forth in the specifications. It is further understood and agreed that the above work shall also be commenced or completed in accordance with Page IB of this Contract and assigned Proposal Notes. To accomplish the purpose herein expressed, the Contracting authority and Contractor have signed this and one other identical instrument. For eral- d contracts the Contractor at ceres that each subcontract is evidenced in writing and that it contains l trine ovisi d ire nts of the contract. By Contactor By Contactor (it joint v ntura) Cont ling ity Iowa DOT Concurren name A era Date ce For 1.oa1 Agency Contacts Conctuanu Date Page: 1 B FB96 WOM 6500191 T 11-05 Letting Date: March 17, 2015 Contract ID: 52-3715-636 Bid Order No.: 015 It is further understood and agreed that the above work shall be commenced or completed in accordance with the following schedule: SITE CONTRACT PERIOD LIQUIDATED NUMBER /SITE DESCRIPTION DAMAGES CONTRACT LATE START DATE 04/20/2015 170 WORKING DAYS $2,000.00 01 NO START DATE SPECIFIED 3 CALENDAR DAYS $5,000.00 BUILD STORM SEWER UNDER P&G RR SPUR LINE OPEN RAIL TO P&G 02 NO START DATE SPECIFIED 3 CALENDAR DAYS $10,000.00 COMPLETE STAGE 2A AND 2B TO OPEN 1ST AVE TO TRAFFIC 03 NO START DATE SPECIFIED 14 CALENDAR DAYS $10,000.00 COMPLETE STAGE 4 TO OPEN 1ST AVE TO TRAFFIC CONTRACT NOTES SEE 656.0198 SITE DESCRIPTIONS INCENTIVE/DISINCENTIVE SITES CRITICAL CLOSURE ACTIVITY *** WINTER WORK *** TRAFFIC SHALL BE RETURNED TO NORMAL CONFIGURATION DURING THE WINTER. NO WORK MAY BE DONE THAT NEGATIVELY IMPACTS TRAFFIC FLOW. CONTRACT SCHEDULE PRICES Page:2 Vendor No.: PE320 �OF Contract ID No.: 52-3715-636 Bid Order No.: 015 Letting Primary Work Type: BRIDGE NEW - STEEL GIRDER Date: March 17, 2015 Primary County: JOHNSON --------------------- 10:00 A.M. ----- IItem------- Line I Item Number I Quantity I ---------------- ----------------------- Unit Price I Bid Amount _- o_ Item Description I ------------------ ---------------------------------(_Cts and Unit I I------ Dollars I Dollars (Cts SECTION 0001 ROADWAY ITEMS ---------------- _______ ----- --------------------------------------------------- 12101-0850001 CLEARING I 0010 ]AND GRUBBING 1 1 I 13.9001 5,000.000001 69,500.00 (ACRE 1 --------------------------------------------- 1102-0925070 SPECIAL ---------------- 0020 BACKFILL 1 1 87.0001 20.000001 1,740.00 ITON ---------------- I 1 -------------------------------------------------- 12102-2710070 EXCAVATION, 1 - 0030 )CLASS 10, ROADWAY AND 1 1 35,555.0001 1 10.550001 375,105.25 __-__IBORROW ICY --------------- I 1 ------------ 12105-8425015 TOPSOIL, I --------------------------------- ------- 0040 ISTRIP, SALVAGE AND 1 1 5,350.0001 1 15.450001 82,657.50 ___ __ISPREAD-ICY ------------------- I ----------------------------------------- 12113-0001100 SUBGRADE 1 ----- - 0050 ]STABILIZATION MATERIAL, 1 I 3,000.0001 1 3.400001 10,200.00 --_--_IPOLYMER GRID ISY ------------------------------- I I 12115-0100000 MODIFIED I 0060 (SUBBASE I 1 I 1,089.0001 29.950001 32,615.55 ICY --------- ----------------------- 1 1 12121-7925010 GRANULAR ] ----- --'-- 0070 ISHOULDERS, TYPE A 1 I 115.0001 I 1 24.300001 2,794.50 ITON --------------- I ------------------------------------------- 12122-5190006 PAVED 1 ------- 0080 ]SHOULDER, P.C. CONCRETE, 1 I 190.0001 1 61.300001 16 IN. SY _-_-_-- -------------------I- 1 I 11 697.00 -------------------------------------------- 12123-7450020 SHOULDER I 0090 ]FINISHING, EARTH 1 I 21.9001 188.000001 - --1 - ISTA ------------------------------ I I 4,117.20 12301-1033070 STANDARD OR I 0100 ]SLIP FORM PORTLAND 1 ICEMENT I 882.0001 38.900001 34,309.80 CONCRETE PAVEMENT,ISY I ICLASS C, CLASS 3 11 I ____--(DURABILITY, 7 IN. --------------------------------------------- 1 CONTRACT SCHEDULE OF PRICES Page: 31 Vendor No.: PE320 Bid Order No.: Letting Date: 015 March 17, 2015 Contract ID No.: 52-3715-636 10:00 A.M. Primary Work Type: BRIDGE NEW - STEEL GIRDER Primary County: JOHNSON ---------------------------- ------ ---------------------- ----�----- I Item I Unit Price I Bid Amount Line I Item Number I Quantity I ----------------I Unit I Dollars I Cts I Dollars Icts No I Item Description I and ------------------------- _____ 12301-1033080 STANDARD OR I I 353.0001 I 56.500001 19,944.50 0110 ISLIP FORM PORTLAND I ICEMENT CONCRETE PAVEMENT,ISY I I 1CLASS C, CLASS 3 I I I 1DURABILITY, 8 IN. I ------------------ I ______ 12301-1033090 STANDARD OR 1 1 1 4,532.0001 49.200001 222,974.40 0120 ISLIP FORM PORTLAND I ICEMENT CONCRETE PAVEMENT,ISY I 1 ICLASS C, CLASS 3 I 1 I [DURABILITY, 9 IN. I ----------------�------- I ______ 12301-6911722 PORTLAND I ILUMP 1 I 2,000.00 0130 ICEMENT CONCRETE PAVEMENT (LUMP ISAMPLES I -------------------------------- I 12304-0100000 DETOUR I 1 1 2,282.0001 1 37.000001 84,434.00 0140 (PAVEMENT 1 1 ISY -------------------- I __ 12315-8275025 SURFACING, I I 500.0001 I 18.300001 9,150.00 0150 (DRIVEWAY, CLASS A 1 I ICRUSHED STONE ITON ------ I 12401-6745650 REMOVAL OF I [ ILUMP 1 13,000.00 0160 (EXISTING STRUCTURES ILUMP 1 1 I ----------------------------------- 12402-0425031 GRANULAR 1 1 1 8,194.0001 1 20.600001 168,796.40 0170 IBACKFILL 1 ITON ------------------12402-0875150 I - ----------------------------------------------- _ 12402-0875150COMPACTION I I 1,971.0001 I 32.400001 63,860.40 0180 (WITH MOISTURE CONTROL 1 1(STRUCTURES) ICY ---------------------- I _______ 12402-2725005 FOUNDATION 1 1 924.0001 I 32.200001 29,752.80 0190 ITREATMENT MATERIAL 1 1 ITON ---------------------- I I _______ 12403-0100000 STRUCTURAL I 1 1 1,505.1001 552.000001 1 830,815.20 0200 (CONCRETE (MISCELLANEOUS) 1 ICY ------------------------------------------------------- I • CONTRACT SCHEDULE OF PRICES Page: 4 Vendor No.: PE320 Contract ID No.: 52-3715-636 Bid Order No.: 015 Primary Work Type: BRIDGE NEW - STEEL Letting GIRDER Date: March 17, 2015 Primary County: JOHNSON ------------------------------- 10:00 A.M. I I Line Item Number I Item 1 Quantity I - Unit Price I _ Bid Amount o Item Description I ------------------------------------------------------------------- and Unit I Dollars I Cts I Dollars ICts 12403-0100010 STRUCTURAL I I 0210 ICONCRETE (BRIDGE) 1 819.0001 796.800001 652,579.20 ICY ---------------------------------- I I 12404-7775000 REINFORCING I -------------------------------- 0220 ]STEEL 1 134,376.0001 0.850001 114,219.60 ILB -------------- I I 12404-7775005 REINFORCING I ] 0230 (STEEL, EPDXY COATED 1 252,887.0001 0.850001 214,953.95 ILB ---------- I I ------------ 12405-2705000 EXCAVATE I ------------------------------------------- 1 _ 1 0240 ]AND DEWATER ILUMP ILUMP 1 1 1 1 132,250.00 ------------- ---------------------------------------------- 12408-7800000 STRUCTURAL I I 0250 [STEEL 1 321,724.0001 2.000001 643,448.00 ILB --------------------------------- I I 12414-6446100 ALUMINUM I ------------------------------- 1 _ 0260 (PEDESTRIAN HAND RAILING [ 166.0001 1 145.000001 24,070.00 ILF -------------- I I ----------------- 12414-6460000 ORNAMENTAL I ----------------------------------- 1 _ 0270 IMETAL RAILING 1 ] 1,543.0001 1 276.000001 425,868.00 ILF ----------- I I ---------------------------- 12416-0100015 APRONS, I 1 _____ ______________ 0280 ]CONCRETE, 15 IN. DIA. 1 1.0001 1 1,200.000001 1,200.00 1 (EACH ---------------------------------------------------- 1 I 12416-0100024 APRONS, I 1 -------------- 0290 [CONCRETE, 24 IN. DIA. 1 1.0001 1 2,400.000001 2,400.00 (EACH --------- I I 12416-0100030 APRONS, 1 I _ 0300 (CONCRETE, 30 IN. DIA. 1 1.0001 2,800.000001 2,800.00 1 ]EACH -----------------------------------------------------------------I- [ 12416-0100036 APRONS, I 1 ------------- 0310 (CONCRETE, 36 IN. DIA. 1 1.0001 1 3,000.000001 3,000.00 1 (EACH -----------------------------------------------------------------I-------------- 1 CONTRACT SCHEDULE OF PRICES Page: 5 . Vendor No.: PE320 Bid Order No.: 015 Contract ID No.: 52-3715-636 Letting Date: March 17, 2015 Primary Work Type: BRIDGE NEW - STEEL GIRDER 10:00 A.M. Primary County: JOHNSON -------------------- 1 1 Item I Unit Price I Bid Amount Line I Item Number 1 Quantity I----------------I---------- Unit I Dollars I Cts I Dollars (Cts No I Item Description I and ----- -------------------------------------------------------------------------- 12435-0140148 MANHOLE, I 1 5.0001 1 3,400.000001 17,000.00 0320 (STORM SEWER, SW -401, 48 1 IIN (EACH 1 1 ----- -------------------------------------------------------------------------- 12435-0140160 MANHOLE, I 1 4.0001 1 7,000.000001 28,000.00 0330 ISTORM SEWER, SW -401, 60 1 IIN (EACH I I ----- -------------------------------------------------------------------------- 12435-0140172 MANHOLE, 1 1 1.0001 1 7,500.000001 7,500.00 0340 ISTORM SEWER, SW -401, 72 1 IIN (EACH I I ------------------------------------------------------------------- 12435-0250900 INTAKE, I 1 1 4.0001 1 5,000.000001 20,000.00 0350 ISW-509 1 (EACH I I -------------------------------------------------------------------- 12435-0251224 INTAKE, I 1 9.0001 1 2,500.000001 22,500.00 0360 ISW-512, 24 IN. 1 1 (EACH I I ------------------------------------------------------------------------ 12435-0254100 INTAKE, 1 1 7.0001 1 5,000.000001 35,000.00 0370 ISW-541 1 1 1EACH I I ---------------------------------------------------------------------- 12435-0254200 INTAKE 1 1 9.0001 1 2,500.000001 22,500.00 0380 (EXTENSION UNIT, SW -542 1 1 1EACH I I ------------------------------------------------------------------------ 12435-0600020 MANHOLE I 1 1 0390 (ADJUSTMENT, MAJOR 1 6.0001 2,600.000001 15,600.00 1 (EACH I I --------------------------------------------------------------------------- 12499-9000000 MODULAR 0400 IEXPANSION JOINT ASSEMBLY I 1 1 26.0001 1 1,115.000001 28,990.00 1 ILF I I ------------------------------------------------------------------------- 12501-0201057 PILES, I 1 1 0410 (STEEL, HP 10 X 57 1 3,680.0001 33.050001 121,624.00 1 ILF 1 1 -------------------------------------------------------------------------- 12501-0201253 PILES, I 1 1 0420 (STEEL, HP 12 X 53 1 3,640.0001 32.500001 118,300.00 1 ---------------------------------------------------------------------- ILF I I CONTRACT SCHEDULE OF PRICES Page: 6 t+.+::t�+>�:r.�x�.�ax+>�«+��.<.�+��x�:r«.+>x•��x.,rx:t+•<+.�+>�.x:r+r>xs.+..:t.+�:t«x�:tz Vendor No.: PE320 Contract ID No.: 52-3715-636 Bid Order No.: 015 Primary Work Type: BRIDGE NEW - STEEL Letting Date: March GIRDER 17, 2015 Primary County: JOHNSON ---------------------------------------------------------------- 10:00 A.M. I Line Item Number I Item I Quantity Unit Price I Bid Amount o I Item Description I ------------------------ and Unit Dollars I Cts Dollars ICts 12501-0201259 PILES, 1 0430 ISTEEL, HP 12 X 84 1 I 980.0001 48.500001 47,530.00 ILF ------------------- 1 1 ----------- 12501-5775000 PILES, ] ------------------------------------ I 0990 ]STEEL SHEET 1 1,440.0001 1 31.250001 45,000.00 ISF ----------------------- I1 501-8900172 TEMPORARY ] __ -------------- I 0450 ISHORING ]LUMP ]LUMP I 1 1 554,750.00 ----------------------------------------------------------------------- 12502-8212034 SUBDRAIN, 1 1 0460 ]LONGITUDINAL, (SHOULDER) 1 2,123.0001 1 8.000001 16,984.00 __ _- 14 IN. DIA. ILF -------------------- I I 12502-8213208 SUBDRAIN, I 0470 IPVC, STANDARD, 1 (PERFORATED, 8 IN. 375.0001 25.000001 9,375.00 _ __ ILF ----------- I I 12502-8220193 SUBDRAIN I 0480 ]OUTLET (RF -19C) 1 1 28.0001 150.000001 4,200.00 (EACH -------------------------------------------------------------------------------- I ] 12503-0114215 STORM SEWER I 0490 IGRAVITY MAIN, TRENCHED, 1 11 403.0001 80.000001 32,240.00 (REINFORCED CONCRETE PIPE ILF I IMP), 2000D (CLASS III),] 1 I 115 IN. I _____- ] -------------------- 12503-0114218 STORM SEWER I I 0500 ]GRAVITY MAIN, TRENCHED, 1 499.0001 90.000001 44,910.00 IREINFORCED CONCRETE PIPE ILF I I(RCP), 2000D (CLASS III),( 1 I 118 IN. I - -- ----------------------- 12503-0114224 STORM SEWER 1 I 0510 ]GRAVITY MAIN, TRENCHED, 1 IREINFORCED 744.0001 105.000001 78,120.00 CONCRETE PIPE ILF I 1(RCP), 2000D (CLASS III),] 1 I 124 IN. I -----------------------------------------------------------------I-------------- I 1 CONTRACT SCHEDULE OF PRICES Page: 7, Vendor No.: PE320 Bid Order No.: 015 Contract ID No.: 52-3715-636 Letting Date: March 17, 2015 Primary Work Type: BRIDGE NEW - STEEL GIRDER 10:00 A.M. Primary County: JOHNSON ---------------------- ---------------------------------- 1 I Unit Item I Price I Bid Amount Line I Item Number I Quantity----------------I--- Unit Dollars 1 Cts 1 Dollars (Cts No I Item Description I and ---------------- --------------------------------------------------------- 12503-0114230 STORM SEWER I 1,032.8001 110.000001 113,608.00 0520 IGRAVITY MAIN, TRENCHED, 1 IREINFORCED CONCRETE PIPE ILF I I I(RCP), 2000D (CLASS III),1 I 1 I 130 IN. I I ----------------------- _____ 12503-0114236 STORM SEWER 1 1 363.0001 1 330.000001 119,790.00 0530 IGRAVITY MAIN, TRENCHED, 1 IREINFORCED CONCRETE PIPE ILF I I I(RCP), 2000D (CLASS III),1 1 1 I 136 IN. I I ------------------ ____ 12503-0114436 STORM SEWER I 1 599.0001 1 250.000001 149,750.00 0540 IGRAVITY MAIN, TRENCHED, 1 IREINFORCED CONCRETE PIPE ILF I I 1 I(RCP), 3000D (CLASS IV), I 1 1 136 IN. I 1 ------------------------- 12503-0200036 REMOVE I 419.0001 15.000001 6,285.00 0550 ISTORM SEWER PIPE LESS 1 1THAN OR EQUAL TO 36 IN. I ILF I I II I ------------------------------- 12504-0240036 REMOVE 1 1 160.0001 1 20.000OO1 3,200.00 0560 ISANITARY SEWER PIPE LESS 1 1THAN OR EQUAL TO 36 IN. I ILF I 1 I I ------------------------------------ 12506-4984000 FLOWABLE I 1 1 72.0001 1 125.000001 9,000.00 0570 IMORTAR I ICY I I ------------------------------ 12507-6800061 REVETMENT, I I 1 114.0001 I 52.000001 5,928.00 0580 ICLASS E 1 ITON I I ----------------------------------- 12510-6745850 REMOVAL OF I 1 1 7,736.9001 1 6.750001 52,224.08 0590 IPAVEMENT 1 ISY I ------------------------- I _ 12510-6750600 REMOVAL OF I I 8.0001 I 800.000001 6,400.00 0600 (INTAKES AND UTILITY 1 1ACCESSES --------------------------------------------------------- 1EACH *********************** ****CONTRACT SCHEDULE OF PRICES RICES Vendor No.: PE320 Contract ID *****************, **************** Page: 8 No.: 52-3715-636 Primary Work Bid O Order No.: 015 Type: BRIDGE NEW - Primary ___ Y County: JOHNSON ----'------ Letting STEEL GIRDER g Date: March 17, 2015 -----I-e--------------------------------------- 10:00 A.M. Line I Item Number 1 No No I Item Des cri I ------- Ption ------------------------- Item I QuantityI I---------------- Unit Price _ ___ - Bid Amount ----___ __-__-- _- I ---- 12511-6745900 REMOVAL OF 0610 and Unit I ____ -- Dollars 1 ------"- Dollars (Cts ISIDEWALKI -I-Cts-I --------------- I I -------------------------------- 1,993.6001 I ISY I 2.900001 9 331.44 12511-7526004 SIDEWALK, p_1 0620 C, I _ --------------- I ---------------------------- CONCRETE, 9 IN. I I I ------ 528.0001 I ------- ------------------- �SY------ I 36.65000 I 19,351.20 12511-7526006 SIDEWALK, p,1 0630 IC. ---------------- CONCRETE, 6 IN. 1 1 I ISY ------------------------- 1,196.3001 I 42.250001 ------ ---------- 12511-7528101 I 50 ,543.68 DETECTABLE I 0640 1WARNING$ ----------- ---------- I I --------------------------------ISF---- 330.00OI I I 35.o00001 11,550.00 12515-2475006 DRIVEWAY, p I 0650 1C. -------- CONCRETE, 6 IN 1 1 ----------------------- ISY 1,872.0001 1 37.40000 I ------- 12515-6745600 1 70,012.80 REMOVAL OF 1 0660 (PAVED DRIVEWAY -- ----- ---�---- 1 1 1,872.000 I _ ___ ISY -----�- --------------------- 1 1 5.550001 10,389.60 12518-6910000SAFETY (CLOSURE -------------- 1 1 ------------------ (EACH 8.0001 1 100.000001 ------_____ 800.00 12519-1002048 FENCE, 0680 -------------------------- CHAIN LINK, 48 IN. I IHEIGHT 1 -------------------------- 150.0001 1 ILF - I 26.750001 9,012.50 -------------------- 12519-1003072 FENCE, 0690 I 1 ICHAIN LINK WITH SECURITY 1 (TOP, 72 1 --- "--- IN HEIGHT LF --------------------------- 125.0001 I 31.250001 ___ 12519-4200190 ---------------------------- I 3,906.25 0700 REMOVAL OF 1 (FENCE, As Per ----- _ ------------- '-------___ Plan I 1 I 334.0001 I ILF ________ ________ I 3.75000 I 1,252.50 -------------- 12520-3350015 FIELD 0710 (OFFICE I 1 _______ -______----- I 1 ----- (EACH ------------------- 1.0001 15,000.000001 1 15,000.00 --------------- I page: 9 CONTRACT SCHEDULE OF PRICES Bid Order No.: 015 17, 2015 Vendor No.: PE320 52-3715-636 Letting Date: March 10:00 A.M. Contract ID No.: STEEL BRIDGE NEW - L GIRDER primary Work Type: County: JOHNSON Primary --------'- ----------------------Bid Amount I ---- I Unit price ------------- Item I I Quantity Number I-- I Dollars I Cts I Dollars ICts Item and Unit Line I __ Description 1 -----------I------ _--_-__- No I Item -------- --- I 1 295,000.00 __ --------------------- 12525-0000100 TRAFFIC ILUMP (LUMP 07 20 ISIGNALIZATION I----------------------- I ---- I ----------------------------------------------7,000.00 12525-0000120 REMOVAL OF ILUMP ILUMP 1 0730 ITRAFFIC SIGNALIZATION i 1 --------------- II -- ---------------------- 1 40,000.00 12526_8285000 ILUMP ILUMP 0740 (CONSTRUCTION SURVEY I I ---------- --'-- ___ ------------------------ ------------ --------------------- ----- 12527-9263109 PAINTED 11 1 41.8001 I 55.000001 2,299.00 1 0750 (PAVEMENT MARKING, ISTA I I 1WATERBORNE OR II ---------------- 1SOLVENT-BASED ___ _________________ I 12527-9263117 PAINTED 1 1 000001 9,430.00 100. 94.3001 1 0760 (PAVEMENT MARKINGS, TSTA 1 - 1DURABLE --------------- 1 --------------------PAIN____ 12527-9263137 PAINTED 1 I 1 2,0001 110.000001 220.00 1 0770 1SYMBOLS AND LEGENDS, (EACH I I IWATERBORNE OR 1 I -------- 1SOLVENT-BASED _ ----- --------------------------------- ------------------------------ I 12527-9263143 PAINTED I I 14.0001 105.000001 1,470.00 I 0780 (SYMBOLS AND LEGENDS, 1EACH 1 -------------- ___--__- -'- IDURABLE --------------PAPP-- --------------------G--OV PACU-- 12527-9270111 GROOVES CUT I I 1 94.3001 55.000001 5,186.50 1 0790 FOR PAVEMENT MARKINGS ISTA 1 ----------- -PAPP--PAPP--_ PAPP-- 1 ----------PAPP-- --------------PAPP-- 12527-9270120 GROOVES CUT 1 I 1 16.0001 I 95.000001 1,520.00 1 0800 IFOR SYMBOLS AND LEGENDS 1EACH 1 --PAPP---- "-____-_ __ -E-------- PAPP-- 12528-8400048 TEMPORARY 1 I ---------------- I 1 489.0001 10.000001 14,890.00 1 0810 IBARRIER RAIL, CONCRETE 1LF 1 -------�------ -----------__- -PAPPPAPP-PAPP- _ _ _--------------------------- ----PAPP I I 23,025.00 ___ --_ 12528-8445110 TRAFFIC ILUMP ILUMP 1 0820 ICONTROL I 1 ------------------- I -------------- ------ ********************* CONTRACT SCHEDULE **************** OF PRICES Vendor No.:*********** PE320 Contract ID ******************* Page: 10 No.: Primary52-3715-636 Work ************* Bid Order No.: Type: BRIDGE NEW - STEEL _---Primary County: JOHNSON GIRDER 015 Letting g Date: March 17, 2015 '-------__ ------------- 10:00 A.M. Line IItem NuItem item I No 1 - __ ---- ---------------- ______ I Unit Item Descri Quantity -----------Ption I Price I Bid Amount I ----------------I---------- -------- -- and Unit ___------- 12528-8445113 I Dollars I Cts - -- 0830 I FLAGGERS I I Dol lars '-------------- (Cts ----------------- I 1 I 1 ______________________________ 30.0001 345.000001 (EACH___ 12528-9290050 --- 10 1 350.00 0840 DYN ____-___-_ PORTABLE I I 'DYNAMIC MESSAGE __ _ I -- SIG -----'(PDMS) I 140.0001------------------ I -- CDAY 5 0.00000112533-4980005 -------------------I 7,000.00 0850IMOBILIZATION I ' ---- I (LUMP ----------------------------- ILUMP -----'-_- -------'------___12552-0000300 I 1 337,000.00 TRENCH (COMPACTION TESTING (LUMP I --------------------------------I--- ILUMP 12554-0112016 ----------- I I 6,500.00 WATER 0870 ITRENCHED MAIN, I '_____________ , DUCTILE IRON I IPIPE (DIP), 16 IN. 721.0001 ------------------------------ I ---- "'------___ 1 ILF_ I 12554-0142016 ------------------------------'- 200.000001 144 200.00 WATER MAIN 0880 IWITH CASING PIPE, ITRENCHLESSI E IRON ILFI 110.0001 (PIPE (DIP), 1N. 16 - 600.000001 1 -----------IN. 1 ----------- 6 ------- 66,000.00 --- _______ _ I 12554-0203000 --------------------- I FITTINGS By I 0890 IWEIGHT, DUCTILE 1 --- I IRON _ I 1,702.0001 ILB ----------------------------------------------- I 6.000001 -------- 12554-0206000 _______ I -- 10 '212.00 I VALVE, ----------------'---_ 0900 (BUTTERFLY, I---------------- DIP, 16 IN. I 1 2.0001 ------'---- -------------- (EACH I 3,750.000001 ----------I 12554-0210201 ------------------------------�---------- 7,500.00 0910FIRE IHYDRANT ASSEMBLY, I I WM-201 1 I ---- ------- ------ ------------------------------3.0001 --------------------------- (EACH 5,000.00000 I 12595-0450079 15,000.00 I 0920 RAILROAD IISUBBALLAST ----'------ IPLACE FURNISH AND I I ___ 9,960.0001 ---------0-4-5-0-___ --'------___ I ITON ------------------ 18.60000 1 185,256.00 12595-0950081 -- --------�------------------------------- 0930RAILROAD --- IBALLAST I --------------------------- __ 1 145.0001 ----------------------- - (TON ------------------- 1 72.00000 I 10,440.00 _ page: 11 CONTRACT SCHEDULE OF PRICES + ,t Bid Order No.: 015 March 17, 2015 Vendor No.: Letting Date*:: 10:00 A.M. 52-3715-636 5 2-37 Contract ID No-: BRIDGE NEW - STEEL GIRDER --- Work Type: County: JOHNSON ------------- --------- I Bid Amount ------------- Primary ___--------- 1 Unit Price primar ---- ------------ Item _ ------I------ Quantity 1I- Cts I Dollars_-ICts I I I Item Number and Unit __ _ -- -Dollars I Line I tion _ Item Descrip I No I _ I I ------12599-9999005 4,000.000001 4,000.00 ('EACH' 1.0001 I 0940 (ITEM) INTAKE, SPECIAL, 1 PLANS (EACH _____-- --------------------------------- 1SIDEWALK,.............. PER -- I I 5,500.00 -------------------�----- ------ 'EACH' 1.0001 ( 5,500.0000011 12599-9999005 0950 (ITEM) MANHOLE, SPECIAL, I 1 WITH DECK AT TEACH I I ---_-- IRECTANGULAR ---------- PER PLANS ------------- 1SURFACE 1 1 8,000.00 ------12599-9999005 ('EACH' I 1.0001 8,000.000001 1 I 0960 11TEM) OUTLET, STRUCTURE,( (EACH ---- - --- (PER PLANS I 2,400.00 ------------------------------- ------12599-9999005 ('EACH' 2. 0001 1,200000001 . I 0970 IITEM) TYPE III, 30X48 I I 1EACH I I (PRE -CAST I I (POLYMER -CONCRETE I I -- --------------------- ------ IHANDHOLE ------------------------ I I 1,859.00 _ ------ 12599-9999009 ('LINEAR 1 1 130.0001 14.30000 1 I 1 0980 (FEET' ITEM) FENCE, 1 SECURITY, AS I ------ 1TEMPORARY IL ----------------- IPER PLANS ------------------ -------------- I I 22,680.00 -------------------- ----- 'LINEAR I 12599-9999009 ( 1 2,520.0001 9.000001 I pg90 (FEET' ITEM) JOINT I CONDUIT, 4 INCH ILF I I --- IUTILITY I ---------------------- ----------------- 1 ------------------- I I I 15.000001 19,485.00 ----- 'LINEAR X2599-ggg9009 ( 1,299.0001 I I 1000 IFEET' ITEM) REMOVAL OF I PIPE LESS IL I _- (WATER MAIN 1THAN OR EQUAL TO 24 ----------------- ------------- ---------- I -IN_--- i _ ----- 'LINEAR 1 146.0001 12599-9999009 ( IILF 231.000001 33,726.00 I 1(310 IFEET' ITEM) REMOVAL, RELAY 1 1 I ISALVALGE, AND (RAILROAD) 1 I ---- XISTING RAIL I (E----� -- --- --- 1 ---------------------- --------'LUMP 5 200.00 1 ------------------ ------ _____ SUM' I 12599-9999010 ( LUMP I 1LUMP I 1020 IITEM) REMOVE SALVAGE BUISNESS I I ,AND REINSTALL 1 ______________ ---------- 18+03 ---------------- ' CONTRACT SCHEDULE OF PRICES Page: 12 r Vendor No.: PE320 Bid Order No.: 015 Contract ID No.: 52-3715-636 Letting Date: March 17, 2015 Primary Work Type: BRIDGE NEW - STEEL GIRDER 10:00 A.M. Primary ------------------------------------------------------------------------------- County: JOHNSON I I Item I Unit Price I Bid Amount Line Item Number I Quantity I---------------- I-------------- - No I Item Description -------------------------------------------------------------------------- and Unit I Dollars I Cts I Dollars ]Cts 12599-9999010 ('LUMP SUM' I I 1 1030 (ITEM) REMOVE SALVAGE ILUMP (LUMP I 4,500.00 IAND REINSTALL BUISNESS I 1 1 ------------------------------------------------------------------------------- (SIGN, 19+41 1 I I I2599-9999010 ('LUMP SUM' I 1 1040 (ITEM) REMOVE SALVAGE 1 ILUMP ILUMP 1 5,700.00 IAND REINSTALL SCHOOL I -----------------------------------------------------------------I-- ISIGN, 23+68 I I2599-9999010 ('LUMP SUM' I 1 1 ------------ 1050 (ITEM) STREET LIGHTING I (LUMP ]LUMP 1 1 1 1 38,000.00 ---------------------------------------------------------------------------- I2599-9999010 ('LUMP SUM' I 1 1060 ]ITEM) TEMPORARY TRAFFIC 1 ILUMP ILUMP ] 16,000.00 ---------------------------------------------------------------------------- ISIGNALIZATION I I I2599-9999014 ('SQUARE I 1 1 1070 (FEET' ITEM) ASPHALT I 2,206.0001 17.000001 37,502.00 ------------------------------------------------------------------------------- IPLANK ISF I I I2599-9999014 ('SQUARE I 1 1 1080 (FEET' ITEM) FLOW I 192.0001 18.000001 3,456.00 -------------------------------------------------------------------------------- ITRANSITION MAT ISF ] I ]2599-9999014 ('SQUARE I 1 1 1090 ]FEET' ITEM) STEPS 1 124.0001 150.000001 18,600.00 ----------------------------------------------------------------------------- 1 ISF I I ]2599-9999014 ('SQUARE 1 I I 1100 (FEET' ITEM) 1 1,882.0001 22.000001 41,404.00 -------------------------------------------------------------------------------- IWATERPROOFING MEMBRANE ISF I I 12601-2634100 MULCHING I I I 1110 1 1 13.9001 700.000001 9,730.00 ------------------------------------------------------------------------------- 1 (ACRE I I 12601-2634150 MULCHING, I 1 1 1120 IWOOD CELLULOSE FIBER 1 7.1001 1,500.000001 10,650.00 ------------------------------------------------------------------------------ 1 (ACRE I I ]2601-2636044 SEEDING AND I 1 1 1130 IFERTILIZING (URBAN) 1 7.1001 1,500.000001 10,650.00 -------------------------------------------------------------------------------- 1 (ACRE I I CONTRACT SCHEDULE OF PRICES Page: 13 Vendor No.: PE320 Bid Order No.: 015 Contract ID No.: 52-3715-636 Letting Date: March 17, 2015 Primary Work Type: BRIDGE NEW - STEEL GIRDER 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- I I Item I Unit Price I Bid Amount Line I Item Number I Quantity I---------------- I -------------- No I Item Description I and Unit I Dollars I Cts I Dollars ICts -------------------------------------------------------------------------------- 12601-2638352 SLOPE I 1 1 1140 (PROTECTION, WOOD 1 622.8001 10.500001 6,539.40 [EXCELSIOR MAT ISQ I I -------------------------------------------------------------------------------- 12601-2639010 SODDING I 1 1 1150 1 1 382.0001 40.000001 15,280.00 1 ISQ I I -------------------------------------------------------------------------------- 12601-2640350 SPECIAL 1 1 1 1160 IDITCH CONTROL, WOOD 1 267.7001 13.500001 3,613.95 1EXCELSIOR MAT ISQ I I -------------------------------------------------------------------------------- 12601-2642120 STABILIZING I 1 1 1170 (CROP - SEEDING AND I 13.9001 300.000001 4,170.00 IFERTILIZING (URBAN) (ACRE I I -------------------------------------------------------------------------------- 12601-2643110 WATERING I 1 1 1180 IFOR SOD, SPECIAL DITCH 1 407.4001 60.000001 24,444.00 ICONTROL, OR SLOPE IMGAL I I 1PROTECTION 1 1 1 -------------------------------------------------------------------------------- 12601-2643300 1 1 1 1190 (MOBILIZATION FOR 1 18.0001 350.000001 6,300.00 1WATERING 1EACH I I -------------------------------------------------------------------------------- 12601-2643412 TURF I 1 1 1200 IREINFORCEMENT MAT, TYPE 1 38.2001 60.000001 2,292.00 12 ISQ 1 1 -------------------------------------------------------------------------------- 12602-0000020 SILT FENCE I 1 1 1210 1 1 11,618.0001 1.600001 18,588.80 1 ILF 1 1 -------------------------------------------------------------------------------- 12602-0000071 REMOVAL OF 1 1 1 1220 ISILT FENCE OR SILT FENCE 1 11,618.0001 0.100001 1,161.80 IFOR DITCH CHECKS ILF I I -------------------------------------------------------------------------------- 12602-0000101 MAINTENANCE I 1 1 1230 IOF SILT FENCE OR SILT 1 1,162.0001 0.500001 581.00 IFENCE FOR DITCH CHECK I ILF I I 1 I 1 -------------------------------------------------------------------------------- 12602-0000306 PERIMETER I 1 1 1240 (AND SLOPE SEDIMENT 1 1,180.0001 1.800001 2,124.00 ICONTROL DEVICE, 6 IN. ILF I I -------------------------------------------------------------------------------- IDIA. I I I CONTRACT SCHEDULE OF PRICES Page• 19 c Vendor No.: PE320 Bid Order No.: 015 Contract ID No.: 52-3715-636 Letting Date: March 17, 2015 Primary Work Type: BRIDGE NEW - STEEL GIRDER 10:00 A.M. Primary County: JOHNSON -------------------------------------------------------------------------------- I I Item I Unit Price I Bid Amount Line I Item Number I Quantity I----------------I-------------- No I Item Description I and Unit Dollars I Cts I Dollars (Cts -------------------------------------------------------------------------------- 12602-0000350 REMOVAL OF I 1 1 1250 IPERIMETER AND SLOPE 1 1,180.0001 0.500001 590.00 1SEDIMENT CONTROL DEVICE ILF I I I I I I -------------------------------------------------------------------------------- 12602-0010010 1 1 1 1260 IMOBILIZATIONS, EROSION 1 15.0001 500.000001 7,500.00 ICONTROL 1EACH I I -------------------------------------------------------------------------------- 12602-0010020 1 1 1 1270 IMOBILIZATIONS, EMERGENCY 1 9.0001 1,000.000001 9,000.00 (EROSION CONTROL 1EACH I I -------------------------------------------------------------------------------- SECTION 0002 RAILROAD PROTECTIVE LIABILITY INSURANCE -------------------------------------------------------------------------------- 12595-0005135 RAILROAD I 1 1 1280 (PROTECTIVE LIABILITY ILUMP (LUMP 1 51,500.00 11NSURANCE FOR IOWA I (INTERSTATE RAILROAD LTD. 1 I I I I I -------------------------------------------------------------------------------- ITOTAL BID 1 7,860,886.75 A d d e n d u m Iowa Department of Transportation Office of Contracts Date of Letting: March 17, 2015 Date of Addendum: February 20, 2015 B.O. Proposal ID Pro osal Work Type County Project Number Addendum 015 52-3715-636 NEW BRIDGE - STEEL GIRDER JOHNSON STP -U-3715(636)--70-52 17MAR015.A01 Add following to the Proposal Special Provisions List and the Proposal Special Provisions Text.: 720.501 *** PROJECT DEVELOPMENT CERTIFICATION *** This Estimating Proposal has an attachment for "PROJECT DEVELOPMENT CERTIFICATION' that shows right-of-way acquisition exceptions. This attachment is a part of the proposal form. Add the following attachment to the proposal. Page I of 3 QVIowa Department of Transportation �! Foam 730002 ft JUan PROJECT DEVELOPMENT CERTIFICATION Note: For Instructions, refer to Instructional Memorandum O.M.) 3.750, Project Development Certification Instructions. City Iowa City Project Number STP -U-3715(636)-70-52 County Johnson 1. RAILROADS a. Is there a railroad crossing or railroad property within or adjacent to the project limits? N Yes ❑ No (If No, skip to No. 2) b. Is any work on railroad facilgies or raliroad right -0f -way required? N Yes ❑ No (If No, skip to No. 2) c. Has the railroad agreement been fully signed? ❑ Yes N No Of Yes, attach a copy of the ralfroad agreement. If No, the project will not be submitted far letting, unless a Public Interest Finding Is requested and approved for this condifion -see Instructions for more Information.) 2. UTILITIES a. Are any utility relocations or adjustments required by [his project? O Yes D No (If No, skip to No. 3) b. Have all the known affected utilities bean relocated? ❑ Yes ®No (If Yes, skip to No. 3) c. Have all the known affected utillbes been notified? N Yes ❑ No (If Yes, gW date of nmfm)_Apri(2, 2014 d. For any affected utilities not yet relocated, are all required to relocate by an existing permit franchise agreement, or executed relocation agreement? ID Yes ❑ No (if No, the project will not be submitted for letting, unless a Public Interest Finding Is requested and approved for this condition - sea instructions for more Informatlon.) 3. PRIMARY HIGHWAY H. Will work be performed on Iowa DOT right-of-way orwill access to Iowa DOT right-of-way be affected? [3Yes ®No (If No, skip to No. 4) b. Have the applicable permits for work on Iowa DOT right-of-way been obtained? ❑ Yes []No (If No, when are they anticipated?) 4. RIGHT OF WAY (approximate date) a. Is additional right-of-way (permanent or temporary easements, fee title) required? N Yes ❑ No (If No, sign and date this form In the space provided below) b. Permanunl right-of-way and/or access rights for I parcels have been acquired, except the 3 parcels scheduled for condemnation listed on page 2.` c. Temporary conshucllan easements for 12 parcels have been acquired, except the 3 parcels scheduled for condemnation listed on page 2.' all. Were ep of the parcels acquired using the Appraisal Waiver process? ❑ Yes N No 'Note: Exceptions should only, be listed for Items 4.b or 4.c if the parcel is scheduled for condemnation. Possession of all other parcels and/or access rights shag be acquired by the date this form is submitted. After the condemnation headngs for the parcels listed on page 2 are complete, provide written confirmallon to the Iowa DOT that the condemnation hearings were held. This congnnallan shall be received as soon as possible, but no later than 10 days prior to letting; otherwise the project may be withdrawn from the letting. 5. RELOCATION a. Will any persons or businesses be displaced by this project? 11Yes N No (If No, sign and data in the space provided below) b. If yes, all eligible relocalees, residential and businesses, except those parcels listed on the reverse aide have obtained and relocated into replacement housing and business locations. An Inspection of the phoject was made on site. Decent, safe, and sanitary housing has been offered and Is available to residential relocatees, Barring unforeseen circumstances beyond our control, the listed occupants will relocate by the date and manner indicated. LPA CERTIFICATION As the authorized representalive of the LPA named above, I hereby certify the following: (1)1 have read and understand the instructions for this forth and the information supplied on this founts correct. (2) The LPA has compiled with all applicable Federal and State laws, rules, and pogcles related to the development of this project. (3) An of the necessary railroad and utility work hes either been completed or the necessary arrangements have been made to complete this work concurrent with the project constmclion without undue delay or additional cost to the project. (4) If any exceptions are listed for Items 4 or 5 above, itis in the public's best Interest far this project to enter the Iowa DOT letting process. The LPA shall provide the notice(s) required for Item 4 above and Is aware of the possible consequences for failing to do so. Name Ronald R. Knoche Signature Ila+Je %t. Xv /_ Title City Engineer Date December 29, 2014 FOR IOWA DOT USE ONLY 11,11,1 DO Ul h,.0 of lh9hl of W:ry linaeJ upua Iho wfuluYehae lune DOT Adudulstoriug Oigru I hav" vu and bauu provided by the LPA for Items 4 and 5 above, I believe all necessary determined that this project is ready to enter the letting process, subject to Property rights for this project have been acquired or listed as exceptions. The DOT reserves the right to further review the LPA's approval by the Office of Right of Way It needed. If applicable, I concur with the LPA's public Interest finding for Items 4 or S. Procedures for the right-of-way acquislllons and relocations to ensure compliance with the applicable F deral and Slate laws, rules and This form (�is) (❑Isnot) being roofed to the Office of Right of Way. y. (gfor review of Items a/nd 5) or (f3 for infomlation). Signature /�-„rp' /ff� �� Signature Dale /^ "-i0/S Dale Page 1 of 2 Page 2 of 3 EXCEPTION STATUS RIGHT-OF-WAY ACQUISITION EXCEPTIONS: CONDEMNATION INFORMATION Date of Condemnation Date Warrant Will Be Hearing Deposited & Physical (must beat least two weeks Possession Will Occw 46 16+47- 19+21 Right February 27 2015 March2 2015 39 17+91-19+70 Left February 27 2015 March 2 2015 47 18+40 -19+21 Right March 2 2015 March 3, 2015 RELOCATEE EXCEPTIONS: Owner Vacation Date or Per Notice Parcel No. Name Tenant? Sta. to Sta. Side (must be prior to letting) Page 3 of 3 A d d e n d u m Iowa Department of Transportation Office of Contracts Date of Letting: March 17, 2015 Date of Addendum: March 2, 2015 B.O. Pro osal ID Proposal Work Type Count Project Number Addendum 015 52-3715-636 NEW BRIDGE - STEEL GIRDER JOHNSON STP -U-3715(636)--70-52 17MAR015.A02 Replace plan sheet Q.1 with the attached plan sheet Q.1 B- ' i A Y / / \ 1 \ \ suL[ marl *B-107 I B -s 710 716 ay 1705 705 705 ( R -____ __- _ _ T Fni a -ms ,1 OD201- a ODo Pr o)-__� -_ ______. ___ CIT (70'.0) pPr sr f+m.S- --- -- �- SA'I" S"' Sdrr I700 B -Ip] Cp'p n,r 7O6 ---- __ael.nJ _ i srOE� 3rYN RLC-511FF SLIY LLAY L��� !'LL'LEAN� I.Y I ILAN CLAY - FLLL-SM'O FILL -SM CCCCCCIIIIIIAAAAAAY (COJ ( � ([l) OiB 1 -_`-� - I S'L 1Y CLAY , i CuyGFAN j , � 'fi95 695 lDRSC) B -Dv— '- CRUSRG-1FSAUJ 1 FAr aa' lFan r0 i r $Iprr s0.Vo _ _ SmE nLLfIEAV _ I X3 -HIP SWr SRrr CyY SM 9LFY , r (CX) CL� % (SY) ML -50P,1 nLFLEaX @I WY SOR SLn CL tEAV i0 F i (CL/LX u SILTY CLAY 690 ar [LAY CLAY LEAN cLAY �C✓OU ,..� (R-I/L). fi96 sarr y4TY SIHOv LEAN IFRI uppY (CU CLAY ttar (CL) 9Lrr ttkr R�ROPoXo axlurc 685 685 Liar cur - iEM CLAY Lrr. 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YT.Y.J SNVDFR 6I SOCIATFS CITY OF ID'iR CITY MOWN CdMI PROJECTN R STP -U-37616361-70-52 MT NIQR D -t y,.vea u.1 ararran,I ,...o...r. snnn..G..I OarCp_Iu03r]_OO I. eM ♦_blvvvrPvvLG a'1Y..—'A.,"iR."." �.omvvolv.ld _ A d d e n d u m Iowa Department of Transportation Office of Contracts Date of Letting: March 17, 2015 Date of Addendum: March 5, 2015 B.O. Proposal ID Proposal Work Type County Project Number Addendum 015 52-3715-636 NEW BRIDGE - STEEL GIRDER JOHNSON STP -U-3715(636)--70-52 17MAR015.A03 Make the following changes to the PROPOSAL SCHEDULE OF PRICES: Change Proposal Line No. 0440 2501-577500 PILES, STEEL SHEET: From: 1,140.000 SF To: 1,440.000 SF If the above changes are not made, they will be made as shown here. Add the following to plan sheet C.3 ESTIMATE REFERENCE INFORMATION Item 9; Item Code 2123-7450020 Roadway pavement with curb and gutter require shoulder earth finishing. This item will be used for locations along First Avenue, Mall Drive, and Southeast Junior High Entrance. Add the following to plan sheet C.6 Tabulation 104-10 Adjustment Information 1. Structure is 6'x6' with an offset manhole access. 2. Structure is prefabricated 48"x24" RCP tee. 3. Structure size not known. Based on size of main it is estimated at 96" diameter recommended. 4. Structure size not known. recommended. 5. Structure size not known. recommended. 6. Structure size not known. recommended. field verification Based on size of main it is estimated at 60" diameter, field verification Based on size of main it is estimated at 48" diameter, field verification Based on size of main it is estimated at 48" diameter, field verification Page 1 of 1 A d d e n d u m Iowa Department of Transportation Office of Contracts Date of Letting: March 17, 2015 Date of Addendum: March 9, 2015 B.O. Proposal ID Proposal Work Type County Project Number Addendum 015 52-3715-636 NEW BRIDGE - STEEL GIRDER JOHNSON STP -U-3715(636)--70-52 17MAR015.A04 Make the following change to the Proposal Special Provisions Text and the Proposal Special Provisions List: Replace SP -126041 with attached SP -126041a Page 1 of 6 SP -126041a (Replaces SP -126041) cq�� lowa Department of Transportation SPECIAL PROVISIONS for WORK ON RAILROAD RIGHT-OF-WAY (IOWA INTERSTATE RAILROAD) Johnson County Project No. STP -U-3715(636)--70-52 Effective Date March 17, 2015 THE STANDARD SPECIFICATIONS, SERIES OF 2012, ARE AMENDED BY THE FOLLOWING ADDITIONS AND MODIFICATIONS. THESE ARE SPECIAL PROVISIONS AND SHALL PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. 126041a.01 PERMITS Contractor shall, before entering upon Iowa Interstate Railroad (Railroad) property for performance of work secure permission from Railroad's Vice President of Engineering for occupancy and use of Railroad's property and shall confer with Railroad relative to requirements for railroad clearances, operation, and general safety regulations. (In this specification, references to the Railroad's Vice President of Engineering is intended to mean the following: Railroad's Vice President of Engineering or authorized representative) Contractor shall conduct work in a manner satisfactory to Railroad's Vice President of Engineering and shall not damage Railroad property or interfere with their operations. Railroad's Vice President of Engineering will at all times have jurisdiction over the safety of Railroad operations, and the decision of the Railroad's Vice President of Engineering as to procedures which may affect safety of Railroad operations shall be final, and Contractor shall be governed by such decision. Should damage occur to Railroad property as a result of Contractor's operations, and Railroad deems it necessary to repair such damage or to perform work for protection of its property, the required materials, labor, and equipment shall be furnished by Railroad, and Contractor shall reimburse Railroad for costs so incurred. Contractor shall contact Railroad at least 72 hours prior to access on Railroad property. Contractor shall contact both Thomas Klemm and Greg Mitchell as noted below: Page 2 of 6 SP -126041 a, Page 2 of 5 Thomas Klemm Assistant Chief Engineer — Engineering Services Iowa Interstate Railroad, Ltd. 5900 6th St SW Cedar Rapids, Iowa 52404 Phone: 319-298-5417 trklemm@iaisrr.com Greg D. Mitchell Office Engineer Iowa Interstate Railroad, Ltd. 5900 6th Street SW Cedar Rapids, Iowa 52404 Phone: 319-298-5424 gdmitchell@iaisrr.com 126041a.02 TEMPORARY GRADE CROSSINGS If Contractor requires construction of a temporary grade crossing across Railroad's track(s) for use during performance of the contract, Contractor shall make necessary arrangements with Railroad for construction, protection, and later removal of such temporary grade crossing. Costs of such temporary grade crossing construction, protection, maintenance, and later removal shall be reimbursed to Railroad on the basis of Railroad's bills, to be rendered monthly. Contractor shall not cross Railroad's property or track(s) with vehicles or equipment of any kind or character except at such temporary grade crossing as may be constructed as outlined herein, or at an existing and open public grade crossing. 126041a.03 RAILROAD FLAGGING AND WATCHMAN SERVICES Flagging protection or watchman services required by Railroad for safety of Railroad operations because of work being performed by Contractor, or in connection therewith, will be provided by the Railroad and the cost shall be paid by the City of Iowa City on the basis of Railroad's bills, to be rendered monthly. Requirements of the Railroad are as follows: Services of at least one and possibly two watchmen or flagmen will be required during: excavation, placing, and removal of cofferdams or sheeting, driving of foundation piling and placing of concrete footings for piers adjacent to track (s); construction and removal of falsework, bracing or forms over or adjacent to track(s); construction or equipment across the track; setting or placing of beams or birders in span(s) over any track(s); any construction operations involving direct interference with Railroad's track(s) or traffic, fouling of Railroad operating clearances or reasonable probability of accidental hazard to railroad traffic; or whenever workers or equipment will be working within 25 feet of the centerline of any live track. If an existing bridge or other structure is to be removed, services or at least one and possibly two watchmen or flagmen will be required during removal of that portion of existing structure immediately over or adjacent to any track. Flagmen will also be furnished whenever, in the opinion of the Railroad, such protection is needed. In order that the Railroad may be prepared to furnish protective services, Contractor shall notify Railroad at least 72 hours in advance of when protective services will be needed. Contractor shall contact both Thomas Klemm and Greg Mitchell as noted in Section 126041a.01. Any time track protection services are not being provided, Contractor must provide and maintain an effective physical barrier at a distance of 25 feet from track centerline to prevent unauthorized trespassing. Physical barrier must be posted with a sign stating "CAUTION, LIVE TRACK, TRACK PROTECTION NEEDED BEYOND THIS POINT". Typical barriers included concrete "J" barriers or safety fencing. Other barriers may be used to accommodate varying construction sites with approval of Railroad. Page 3 of 6 SP -126041 a, Page 3 of 5 Railroad will notify the City of Iowa City and Contractor when non-compliance is reported by Railroad train crews or other Railroad employees. Contractor work performed without proper track protection services, when such protection is required, will be subject to a $5,000.00 per day price adjustment to Contractor, and may result in the removal of Contractor by Railroad or City of Iowa City from the project: 126041a.04 SAFETY OF OPERATIONS During construction of footings or piers or other supports or structures adjacent to any track of the Railroad, Contractor shall make adequate provision against sliding, shifting, sinking, or in any way disturbing railroad embankment and track(s) adjacent to said piers, supports, or structures due to said construction operations, by driving temporary sheeting in a manner satisfactory to both the Engineer and Railroad. Before commencing work on any pier or structure adjacent to any track, Contractor shall submit prints of proposed sheeting, bracing details, or temporary structure for protection of Railroad's track(s) to the Engineer and Railroad for review. This submittal shall include the proposed method of installation and be accompanied by supporting data, including design computations, logs of soil borings, and other pertinent information. The Track Shield Detail shall control the requirements for track protection during bridge demolition. After review by the Engineer, two sets of prints of proposed sheeting and bracing details bearing the seal of a registered structural or professional engineer, registered in the state of Iowa together with the supporting documents, shall be forwarded to the Railroad's Vice President of Engineering for review and approval. Contractor shall notify the Railroad's Vice President of Engineering in writing no less than 7 calendar days in advance of the proposed time of the beginning of the construction of the piers, supports, or structures adjacent to the track(s). 126041a.05 TEMPORARY CLEARANCES The following temporary clearances are the minimum which shall be maintained at all times during construction operations: Vertical: 21.5 feet above top of highest rail Horizontal: 15.0 feet from centerline of nearest track, measured at right angles thereto If lesser clearances than the above are required for any part of the work, Contractor shall secure written authorization from Railroad's Vice President of Engineering for such lesser clearances in advance of the start of work of that portion of the project along, on, over, or across the property or track(s) of the Railroad. Contractor shall not store any materials, supplies or equipment closer than 25.0 feet from centerline of any railroad track, measured at right angles thereto. 126041a.06 FINAL CLEANUP Contractor shall, upon completion of the work, remove from within the limits of the property of the Railroad, all machinery, equipment, surplus materials, falsework, rubbish, or temporary buildings of said Contractor; remove the approaches to any temporary grade crossing(s) constructed for Contractor's use, restoring same as nearly as practicable to conform to adjoining terrain; remove any accumulated silt in Railroad's side ditches, restoring proper flow thereto, employ erosion control measures as appropriate to prevent further siltation until ground cover is reestablished; and in all other respects leave said property in a neat condition satisfactory to Railroad's Vice President of Engineering. 126041a.07 RESPONSIBILITY OF SUPERVISION. Nothing in this specification shall be construed to place any responsibility on Railroad for quality or conduct of the work performed by the Contractor hereunder. Any approval given or supervision exercised Page 4 of 6 SP -126041 a, Page 4 of 5 by Railroad hereunder, or failure of Railroad to object to any work done, material used, or method of operation shall not be construed to relieve Contractor of any obligations pursuant hereto or under the agreement this specification is appended to. 126041a.08 LIABILTY AND PROPERTY DAMAGE INSURANCE FOR WORK WHOLLY OR PARTLY WITHIN RAILROAD RIGHT-OF-WAY. In addition to the requirements of Article 1107.02, A. of the Standard Specifications, the Contractor shall carry insurance of the following kinds and amounts. A. Insurance Required of Contractor: 1. Statutory Workers Compensation and Employer's Liability Insurance. 2. Automobile Liability in an amount not less than $2,000,000 combined single limit. 3. Comprehensive General Liability Occurrence Form in an amount not less than $2;080;000 $5,000,000 per occurrence. In the event the policy is Claims Made Policy, coverage shall include an aggregate of $6,990,000 $10,000,000. The policy shall name the Railroad as additional insured. It also shall have no exclusions regarding doing business on, near, or adjacent to railroad facilities or loss or damage resulting from surface or subsurface pollution contamination, seepage, handling, treatment, disposal, or dumping of waste materials or substances. The Policy shall name Iowa Interstate Railroad as additional insured and shall not contain any exclusions related to: i. Doing business on, near, or adjacent to Railroad facilities. ii. Loss or damage resulting from surface, subsurface pollution contamination or seepage, or handling, treatment, disposal, or dumping of waste materials or substances. The above policies shall contain a waiver of the right of subrogation 4. An Occurrence Form Railroad Protective Policy with limits of not less than $F080,909 $5,000,000 per occurrence for Bodily Injury Liability. Property Damage Liability and Physical Damage to Property, with $6,800;000 $10,000,000 aggregate for the term of the policy with respect of Bodily Injury, Liability, Property Damage Liability and Physical Damage to Property. The policy shall name: Iowa Interstate Railroad. Before commencing work, Contractor shall submit to the Railroad and Contracting Authority a certificate of insurance evidencing the foregoing coverage and a certified, true, and complete copy of the policy or policies. The policies shall provide for no less than 30 calendar days prior written notice to the Railroad and Contracting Authority of cancellation of or any material change in, the policies. It is understood and agreed that the foregoing insurance coverage is not intended to, and shall not relieve the Contractor from or serve to limit Contractor's liability or indemnity obligations under the provisions herein. It is further understood and agreed that, so long as the Contract remains in force, the Contracting Authority may from time to time revise the amount or form of insurance coverage provided as circumstances or changing economic conditions may require. The Contracting Authority will give the Contractor written notice of any such requested change at least 30 Calendar days prior to the date of expiration of the then existing policy or policies, and the Contractor agrees to, and shall, thereupon provide the Contracting Authority with such revised policy or policies therefore. The cost of additional insurance beyond that required by this specification will be paid for according to Article 1109.03, B, of the Standard Specifications. B. Insurance required of Subcontractor If a Subcontractor is used by the Contractor for the performance of the work, before commencing Page 5 of 6 SP -126041 a, Page 5 of 5 work, the Subcontractor shall provide and maintain the following insurance, in form and amount and with companies satisfactory to, and as approved by, the Contracting Authority. 1. Statutory Workers' Compensation and Employers Liability insurance. 2. Automobile Liability in an amount not less than $2,000,000 combined single limit. The above policies shall contain a waiver of the right of subrogation 3. An Occurrence Form Railroad Protective Policy with limits of not less than $200,900 $5,000,000 per occurrence for Bodily Injury Liability. Property Damage Liability and Physical Damage to Property, with $6.000;009 $10,000,000 aggregate for the term of the policy with respect of Bodily Injury, Liability, Property Damage Liability and Physical Damage to Property. The policy shall name: Iowa Interstate Railroad Before commencing work, Subcontractor shall deliver to the Contracting Authority a certificate of insurance and original copy of the policy evidencing the foregoing coverage and upon request the Subcontractor shall deliver a certified, true, and complete copy of the policy or policies. The policies shall provide for no less than 30 calendar days prior written notice to the Railroad and Contracting Authority of cancellation of or any material change in, the policies. 126041a.09 CONTRACTOR SAFETY ORIENTATION No employee of the Contractor, its subcontractors, agents or invitees that is working on the project may enter Railroad property without first having successfully passed an annual Railroad approved safety course. Proof of passing said course shall be in the employee's possession at all times when on Railroad property. Cost for the required training will be bome by Contractor. Information on approved safety, courses can be obtained from Railroad's authorized representative, Thomas Klemm or Greg Mitchell: 126041a.8910 METHOD OF MEASUREMENT AND BASIS OF PAYMENT. Railroad Protective Liability Insurance for Iowa Interstate Railroad will be paid for as a Lump Sum bid item. The Contractor will be paid the lump sum bid item once the Engineer has received all necessary certificates of insurance. Page 6 of 6 A d d e n d u m Iowa Department of Transportation Office of Contracts Date of Letting: March 17, 2015 Date of Addendum: March 16, 2015 B.O. Pro osal ID Proposal Work Type County Project Number Addendum 015 52-3715-636 NEW BRIDGE - STEEL GIRDER JOHNSON STP -U-3715(636)--70-52 17MAR015.A05 Add the following to plan sheet C.3 Estimate Reference Information: Bid Item 049 — 054 and Bid Item 087 shall have granular backfill incidental to these items placed as follows: Under and within 5 feet of paved surfaces, including streets, sidewalks and driveways, backfill shall be Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. If under pavement, backfill to bottom of the subbase. Water main under paved surfaces shall be backfilled with Class A crushed stone to a finished grade condition only, typically 5.5' above top of pipe. Where the storm sewer crosses over the water main, locate one full length of reinforced concrete pipe (RCP) with flexible O-ring gasket joints so both joints are as far as possible from the water main. Other locations within the project shall have suitable backfill material as specified in Section 2552 of the Standard Specifications compacted with trench compaction testing as noted for bid item 086. Add the following to plan sheet V.2 Bid Item Notes: Waterproofing Membrane: E. Bridge Deck Membrane (BDM)" and "Integrated Ballast Mat (IBM)" as manufactured by Bridge Preservation may be used under the following conditions: 1.The asphalt plank is still provided and installed. 2. The necessary quality control is provided on the application thickness. REQUIRED CONTRACT PROVISIONS FEDERAL -AID CONSTRUCTION CONTRACTS I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis -Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Govemmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal -aid design - build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design -builder shall be responsible for compliance by any subcontractor, lower -tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower -tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. FHWA-1273 — Revised May 1, 2012 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal -aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal -aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60A.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627,41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 at seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "Il is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre -apprenticeship, and/or on-the- job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractors EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractors EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractors EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractors procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractors EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractors EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. It. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractors compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the , contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection With its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade orjob classification involved. b. Consistent with the contractors work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractors association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants I Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT's U.S. DOT -approved DBE program are incorporated by reference. b. The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT -assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non - minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non -minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. 111. NONSEGREGATED FACILITIES This provision is applicable to all Federal -aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractors control, where the facilities are segregated. The term "facilities' includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single -user reslrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal -aid construction projects exceeding $2,000 and to all related subcontracts and lower -tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right-of- way of a roadway that is functionally classified as Federal -aid highway. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 "Contract provisions and related matters" with minor revisions to conform to the FHWA- 1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis -Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employers payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis -Bacon poster (WH -1321) shall be posted at all limes by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b.(1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rale, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30 -day period that additional time is necessary. (4) The wage rale (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. C. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally - assisted contract subject to Davis -Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1 )(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis - Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. b.(1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying numberfor each employee e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH -347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an Investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the Information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rales and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH -347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 3.b.(2) of this section. (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 16 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the Slate DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractors or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rale on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal -aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis -Bacon and Related Act requirements. All rulings and interpretations of the Davis - Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's fine is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firth ineligible for award of a Government contract by virtue of section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal -aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safely Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rale of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally -assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal -aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term "perform work with its own organization" refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day -today activities of the leased employees: (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed Includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self -performance requirement of paragraph (1) is not applicable to design -build contracts; however, contracting agencies may establish their own self -performance requirements. VII. SAFETY: ACCIDENT PREVENTION T h i s p r o v i s i o n i s applicable to all Federal -aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and lake any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). Vlll. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS T h i s p r o v i s i o n i s applicable to all Federal -aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal - aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal -aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal -aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal -aid construction contracts and to all related subcontracts. By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer Federal -aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be Included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal -aid construction contracts, design -build contracts, subcontracts, lower -tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more — as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification — First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction, "debarred," "suspended""ineligible,""participant,""person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). "Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause tilled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transactions" provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (httos.//wwvi.eiils.gov/), which is compiled by the General Services Administration. I. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion — First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or Stale antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a govemmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which 10 this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," .suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions" refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). 'Lower Tier Covered Transactions" refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). 'First Tier Participant" refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). "Lower Tier Participant" refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. I. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion -Lower Tier Covered Transaction,' without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (hltns://www.eols.cov/), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. I. Except for transactions authorized under paragraph a of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion --Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal -aid construction contracts and to all related subcontracts which exceed 5100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering Into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 11 PREDETERMINED WAGE RATE IA15 - 1.0 General Decision Number: IA150001 01/02/2015 1A1 Superseded General Decision Number: IA20140001 State: Iowa Construction Types: Heavy and Highway Counties: Adair, Adams, Allamakee, Appanoose, Audubon, Benton, Black Hawk, Boone, Bremer, Buchanan, Buena Vista, Butler, Calhoun, Carroll, Cass, Cedar, Cerro Gordo, Cherokee, Chickasaw, Clarke, Clay, Clayton, Clinton, Crawford, Dallas, Davis, Decatur, Delaware, Des Moines, Dickinson, Dubuque, Emmet, Fayette, Floyd, Franklin, Fremont, Greene, Grundy, Guthrie, Hamilton, Hancock, Hardin, Harrison, Henry, Howard, Humboldt, Ida, Iowa, Jackson, Jasper, Jefferson, Johnson, Jones, Keokuk, Kossuth, Lee, Linn, Louisa, Lucas, Lyon, Madison, Mahaska, Marion, Marshall, Mills, Mitchell, Monona, Monroe, Montgomery, Muscatine, O'Brien, Osceola, Page, Palo Alto, Plymouth, Pocahontas, Polk, Pottawattamie, Poweshiek, Ringgold, Sac, Shelby, Sioux, Story, Tama, Taylor, Union, Van Buren, Wapello, Warren, Washington, Wayne, Webster, Winnebago, Winneshiek, Woodbury, Worth and Wright Counties in Iowa. STATEWIDE EXCEPT SCOTT COUNTY HEAVY CONSTRUCTION PROJECTS (Does not include work on or pertaining to the Mississippi or Missouri Rivers or on Water and Sewage Treatment Plants), AND HIGHWAY PROJECTS (does not include building structures in rest areas) Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis -Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whdfgovcontracts. Modification Number Publication Date 0 01/02/2015 * SUTA2002-003 02/28/2012 CARPENTERS AND PILEDRIVERMEN: ZONE 1 ZONE 2 ZONE ZONE 4 ZONE 5** IA 150001 - 1 Rates Fringes 24.92 9.93 22.83 9.93 22.83 9.93 22.15 8.25 21.25 6.85 PREDETERMINED WAGE RATE IA15 -1.0 • CONCRETE FINISHER: 26.55 7.45 ZONE 1 22.70 7.00 ZONE 2 22.70 7.00 ZONE 3 22.70 7.00 ZONE 4 20.50 5.45 ZONE 5 18.90 6.00 ELECTRICIANS: (STREET AND HIGHWAY LIGHTING AND TRAFFIC SIGNALS) 20.56 7.95 ZONE 1, ZONE 2, AND ZONE 3 21.30 5.70 ZONE 4 20.00 5.70 ZONE 5 17.75 5.70 IRONWORKERS: (SETTING OF STRUCTURAL STEEL) ZONE 1 26.55 7.45 ZONE 2 25.31 7.45 ZONE 3 25.01 7.75 ZONE 4 22.00 6.60 ZONE 5** 21.25 6.10 LABORERS: Rates Fringes ZONE 1, ZONE 2, AND ZONE 3 GROUP A 20.56 7.95 GROUP AA 22.21 7.95 GROUP B 18.68 7.95 GROUP C 15.45 7.95 ZONE 4 GROUP A 18.05 7.65 GROUP B 16.73 7.65 GROUP C 13.85 7.65 ZONE 5 GROUP A 18.50 6.00 GROUP B 15.75 6.00 GROUP C 15.15 6.00 POWER EQUIPMENT OPERATORS: ZONE I GROUP A 27.80 12.90 GROUP B 26.25 12.90 GROUP C 23.75 12.90 GROUPI) 23.75 12.90 ZONE2 GROUP A 27.10 12.90 GROUP B 25.50 12.90 GROUP C 22.95 12.90 GROUPI) 22.95 12.90 IA 150001 - 2 ZONE 4 GROUP A PREDETERMINED WAGE RATE IA15 - 1.0 ZONE 25.61 8.55 GROUP A 26.70 16.80 GROUP B 24.90 16.80 GROUP C 23.90 16.80 GROUP D 23.90 16.80 ZONE 4 GROUP A 26.75 8.55 GROUP B 25.61 8.55 GROUP C 23.53 8.55 GROUP D 23.53 8.55 ZONE 5 GROUP A 23.07 6.80 GROUP B 22.03 6.80 GROUP C 20.70 6.80 GROUP D 19.70 6.80 TRUCK DRIVER (AND PAVEMENT MARKING DRPdER/SWITCHPERSON) ZONE 1 20.00 10.05 ZONE 2 20.00 10.05 ZONE 3 20.00 10.05 ZONE 4 20.20 5.65 ZONE 5 18.25 5.65 ZONE DEFINITIONS ZONE I The Counties of Polk, Warren and Dallas for all Crafts, and Linn County Carpenters only. ZONE 2 The Counties of Dubuque for all Crafts and Linn County for all Crafts except Carpenters. ZONE 3 The Cities of Burlington, Clinton, Fort Madison, Keokuk, and Muscatine (and abutting municipalities of any such cities). ZONE 4 Story, Black Hawk, Cedar, Jasper, Jones, Jackson, Louisa, Madison, and Marion Counties; Clinton County (except the City of Clinton), Johnson County, Muscatine County (except the City of Muscatine), the City of Council Bluffs, Lee County and Des Moines County, ZONE 5 All areas of the state not listed above. LABORER CLASSIFICATIONS - ALL ZONES GROUP AA - Asbestos abatement worker (Zones 1, 2, and 3); Skilled pipelayer (sewer, water and conduits) and tunnel laborers (zones 1, 2 and 3). GROUP A - Asbestos abatement worker (Zones 4 and 5); Carpenter tender on bridges and box culverts; curb machine (without a seat); deck hand; diamond & core drills; drill operator on air tracs, wagon drills and similar drills; form setter/stringman on paving work; gunnite nozzleman; IA150001 - 3 PREDETERMINED WAGE RATE IA15 -1.0 joint sealer kettleman; laser operator; pipelayer (sewer, water, and conduits) Zone 4 & 5; powderman tender; powderman/blaster; saw operator; tunnel laborer (zones 4 and 5). GROUP B - Air, gas, electric tool operator; barco hammer; carpenter tender; caulker; chain sawman; compressor (under 400 cfm); concrete finisher tender; concrete processing materials and monitors; cutting torch on demolition; drill tender; dumpmen; electric drills; fence erectors; form line expansion joint assembler; form tamper; general laborer; grade checker; handling and placing metal mesh, dowel bars, reinforcing bars and chairs; hot asphalt laborer; installing temporary traffic control devices; jackhammerman; mechanical grouter; painter (all except stripers); paving breaker; planting trees, shrubs and flowers; power broom (not self-propelled); power buggyman; rakers; rodman (tying reinforcing steel); sandblaster; seeding and mulching; sewer utility topman/bottom man; spaders; stressor or stretcherman on pre or post tensioned concrete; stringman on re/surfacing/no grade control; swinging stage, tagline, or block and tackle; tampers; timberman; tool room men and checkers; tree climber; tree groundman; underpinning and shoring caissons over twelve feet deep; vibrators; walk behind trencher; walk behind paint stripers; walk behind vibrating compactor; water pumps (under three inch); work from bosun chair. GROUP C - Scale weigh person; traffic control/flagger, surveillance or monitor; water carrier. POWER EQUIPMENT OPERATOR CLASSIFICATIONS - ALL ZONES GROUP A - All terrain (off road) forklift, Asphalt breakdown roller (vibratory); Asphalt laydown machine; asphalt plant; Asphalt screed; bulldozer (finish); central mix plant; concrete pump; crane; crawler tractor pulling scraper; directional drill (60,000 (lbs) pullback and above); dragline and power shovel; dredge engineer; excavator (over 1/2 cu. yd.); front end loader (4 cy and over); horizontal boring machine; master mechanic; milling machine (over 350 hp); motor grader (finish); push cat; rubber tired backhoe (over %: cu. yd.); scraper (12 cu. yd. and over or finish); Self-propelled rotary mixer/road reclaimer; sidebroom tractor; slipform portland concrete paver; tow or push boat; trenching machine (Cleveland 80 or similar). GROUP B - Articulated off road hauler, asphalt heater/planer; asphalt material transfer vehicle; Asphalt roller; belt loader or similar loader; bulldozer (rough); churn or rotary drill; concrete curb machine; crawler tractor pulling ripper, disk or roller; deck hand/oiler; directional drill (less than 60,000 (lbs) pullback); distributor; excavator (1/2 cu. yd. and under); form riding concrete paver; front end loader (2 to less than 4 cu. yd.); group equipment greaser; mechanic; milling machine (350 hp. and less); paving breaker; Portland concrete dry batch plant; rubber tired backhoe (1/2 cu. yd. and under); scraper (under 12 cu. yd.); screening, washing and crushing plant (mobile, portable or stationary); shoulder machine; skid loader (1 cu. yd. and over); subgrader or trimmer; trenching machine; water wagon on compaction. GROUP C - Boom & winch truck; concrete spreader/belt placer; deep wells for dewatering; farm type tractor (over 75 hp.) pulling disc or roller; forklift; front end loader (under 2 cu. yd.); motor grader (rough); pile hammer power unit; pump (greater than three inch diameter); pumps on well points; safety boat; self-propelled roller (other than asphalt); self-propelled sand blaster or shot blaster, water blaster or striping grinder/remover; skid loader (under 1 cu. yd.); truck mounted post driver. IA 150001 -4 PREDETERMINED WAGE RATE IA15 -1.0 GROUP D - Boiler; compressor; cure and texture machine; dow box; farm type or utility tractor (under 75 hp.) pulling disk, roller or other attachments; group greaser tender; light plants; mechanic tender; mechanical broom; mechanical heaters; oiler; pumps (under three inch diameter); tree chipping machine; truck crane driver/oiler. **CARPENTERS AND PILEDRIVERMEN, or IRONWORKERS (ZONE 5) Setting of structural steel; any welding incidental to bridge or culvert construction; setting concrete beams. WELDERS: Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in 1A 150001 -5 PREDETERMINED WAGE RATE IA15 -1.0 the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 IA150001 - 6 PREDETERMINED WAGE RATE IA15 - 1.0 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U. S. Department of Labor 200 Constitution Avenue, N. W. Washington, D. C. 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION IA 150001 - 7 t, Fran 101419 (05.14) C•,1OWADOT CONTRACTOR'S BOND Bond Number. 106234694 Proposal I.D.: 52-3715-636 County: Johnson KNOW ALL PERSONS BY THESE PRESENTS: That we, Peterson Contractors, Inc. of Reinbeck, IA (herelnaftercalledthe Pdacipal)and Travelers Casualty and Surety Company ofAmerica of Hartford, CT (herelnaftercalled the Surety) are hold and firmly bound unto the City of Iowa City (herelnaftercalled the ContractingrAuthodly) Iowa, In the penal sum* (Iowa DOT, County, or City name, eta.) of Seven Million Eight Hundred Sixty Thousand Eight Hundred Eighty Six Dollars and 75/100 dollars ($7,860,886.75 ), lawful money of the Unitect States, to the payment of which sum, well and truly to be made, we bind ourselves, our executors, administrators, successors, and assigns Jointly and severally by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT whereas the above bounden Principal did on the day of 2015 enter Into a written contract with the Contracting Authority to pedonn Bridge New -Steel Girder as called or Letting March 17, 2015, Protect: STP -U-3715(636)--70-52 Copy of which contract, together with all of its teras, covenants. Conditions, and stipulations, is Incorporated herein and made a part hereof as fully and Completely as If said contract were recited at length; and whereas, the principal and sureties on this bond hereby agree to pay all persons, firms, or Corporations having contracts directly with the principal or with subcontractors, all Just claims due them for labor performed or materials furnished, in the performance of the contract on account of which this bond Is given, when the same are not satisfied out of the portion of the contract price which the public Corporation is required to retain until completion of the public Improvements, but the principal and sureties shall not be liable to sold persons, firms, or corporations unless the claims of said claimants against said portion of the Contract price shall have been established as provided by law. Now. If the principal shall In all respects fulfill his said contract according to the tens and tenor thereof, and shall satisfy all claims and demands Incurred for the same, and shag fully Indemnity and save harmless the Contracting Authority from all costs and damages which it may suffer by reason of fallure to do so and shall fully reimburse and repay the Contracting Authority all outlays and expense which it may Incur in making good any such default, then the obligation is to be void and of no effect otherwise to remain In full force and effect. Every surety on this bond shall be deemed and held, any contract to the Contrary notwithstanding. to consent without notice: 1. To any extension of time to the contractor in which to perform the contract 2. The the bond shall remain In full force and effect until the contract is completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty Is being charged against the Contractor. 3. To any change In the plans, specifications, or contract when such change does not Involve an increase of more than 20 percent of the total contract price, and shall then be released only as to such excess increase. 4. That no provision of this bond or of any other contract shall be valid which limits to less than five years from the completion of the Contract the right to sue on this bond for defects in work quality or material not discovered or known to the Contracting Authority at the time such work Is accepted. This bond is to be Considered a performance bond and secures the Contracting Authority the fight to recover from the contractor on account of material or labor entered Into the work or work performed not In accordance with the contract, specifications, or plans. The Contractor does not by this obligation guarantee to maintain the work for five years. IN W S W REOF, we have hereunto set our hands and seals this day of _,2015 and Inc. dial Principal of America By: By: Al`rWCfo—W-fMr- ,Attorney -in -Fact Des Moines, Iowa True Address: Address: bond approved by the County, this (Board of Supervisors of) Ws. bond approved by the Glry or toy (Conti this ' day of day of DISCLOSURE STATEMENT FOR CONTRACTOR'S PERFORMANCE BONDS The Information requested w01 be used by the taxa Department of Transportation bdetermlm da co viroctortvendor V bended In accord with the requiremenis established by the contracting authority. This secures the [DOT andror the Stale of Iowa the right to recover from the mripactorMndo dmaterial odabor entered Into the work performed Is not In accord wlih the contract, specifications, or dans. Persons outside the Department may eocasbna0y request this Infomatbn. Failure to prWlde as required Information will result In denial of the ewer! of the contract ,4W POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 226103 Certificate No. 006146780 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the Stale of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Craig E. Hansen, lay D. Freicrmuth, Brian M. Deimerly, Cindy Bennett, Anne Crowner. Tim McCulloh, Stacy Venn, Lacey Cramblit, Shirley S. Burienhagen, and Dione R. Young of the City of West Des Moines , State of Iowa , thew true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNFDSS WILEREOF, the Compaoies�have caused this instrument to be signed and [heir corporate seals to be hereto affixed, this ecem er GV1 day of Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and Marine Insurance. Company St. Paul Guardian Insurance Company 12th St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company �Gy�Pp6 ' A Pl 1 4. dt11 6 L PO \4 1MSG9 , 9 6,.T 4HO P KRW Y i'(b 5 n nCa$1xttJEa �rePPP �Pr':m Q'�PPr4RR J�..Pi p r s e z o 1977 N0rRF0P0• y i�'cCru � 19$1 a cT�m SEAL %of 4`SERL.�z 6+coxx. `9� 3tn�m'� `4 1896 by P� �J "•n �� is�'i�xf� s...,-. >ro^'o 'wf h 148]AeN State of Connecticut City of Hartford ss. By: X49 Roben L. Raney, §emua Vice President 12th December 2014 On this the day of , before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., SL Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. p,Tll In Witness Whereof, l hereunto se[ my hand and official seal. � My Commission expires the 30th day of lune, 2016. P AbE1S� �s 58440-8-12 Printed in U.S.A. Marie C. Tencault, Notary Public THE RED BORDER 4 4d(7) Prepared by. Jason Havel, City Engineer, 410 E. Washington St, Iowa City, IA 52240 319356-5410 RESOLUTION NO. 15-118 RESOLUTION AUTHORIZING THE CITY MANAGER, OR DESIGNEE, TO APPROVE REIMBURSEMENT FOR UTILITY RELOCATIONS IN THE FIRST AVENUE GRADE SEPARATION PROJECT. WHEREAS, the City of Iowa City is proceeding with the First Avenue Grade Separation Project (the "Project'); and WHEREAS, there are present in the First Avenue and railroad right-of-way ("ROW") a number of utilities that will need to be relocated at the City's cost; and WHEREAS, the relocation of utilities will include the relocation of underground utilities and the undergrounding of aerial utilities within the project area; and WHEREAS, the utilities in question require that they handle relocation of their own facilities, followed by reimbursement by the City; and WHEREAS, authorization of the City Manager, or designee, to reimburse the utilities for the costs associated with relocation of their facilities in the First Avenue and railroad ROW is in the City's best interest; and WHEREAS, funds for this project are available in the 1st Ave/IAIS RR Crossing Improvements account # S3871. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: The City Manager, or designee, is hereby authorized and directed to negotiate and approve the reimbursement for utilities relocating their facilities in the First Avenue and Iowa Interstate Railroad right-of- way, and other areas within the project area as part of the First Avenue Grade Separation Project; to sign agreement(s) for said relocation of utilities, and to manage said agreement(s). Passed and approved this 21st day of ATTEST: / ' � � `n Gil t/ CITY CLERK it 120 15 . Approved b City Attorney's Office ,.4 Resolution No. 15-118 ]Page 2 It was moved by Mims and seconded by Botchway the Resolution be adopted, and upon roll call there were: AYES: NAY,9: ABSENT: ABSTAIN: x Botchway _ x Dickens x Dobyns x Hayek _ x Mims _ Payne x x Throgmorton Prepared by: Jason Reichert, Special Projects Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5416 RESOLUTION NO. 15-281 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AMENDMENT NO. 1 TO THE JUNE 3, 2014 AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND SNYDER & ASSOCIATES, INC. TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE FIRST AVENUE GRADE SEPARATION PROJECT. WHEREAS, the City of Iowa City entered into a contract for consulting services with Snyder & Associates, Inc., of Ankeny, Iowa, on June 3, 2014 to prepare plans for First Avenue Grade Separation Project; and WHEREAS, the project was let by the Iowa Department of Transportation on March 17, 2015 and the construction contract was executed on April 13, 2015; and WHEREAS, the City desires to secure the services of the Consultant to provide construction period services and assist City Staff during the construction of the First Avenue Grade Separation Project; and WHEREAS, the City of Iowa City has negotiated Amendment No. 1 to the June 3, 2014 Agreement for said consulting services with Snyder & Associates, Inc., to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Snyder & Associates, Inc.; and WHEREAS, funds for this project are available in the First Avenue/IAIS RR Crossing Improvements account # S3871 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. Amendment No. 1 to 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 Amendment No. 1 to the Consultant's Agreement. Passed and approved this 15th day of September 20 15 A proved by ATTEST: 2PIC CITY CLERK ity Attorney's Office -7 pw nglmastems Res-ConsuMgl.doo Resolution No. 15-281 )Page 2 It was moved by Mims and seconded by Dickens the Resolution be adopted, and upon roll call there were: AYES: PLAYS: ABSENT: Botchway Dickens Dobyns Hayek Payne Thrognorton CONSULTANT AGREEMENT FIRST AVENUE GRADE SEPARATION PROJECT AMENDMENT NO. 1 CONSTRUCTION PERIOD SERVICES THIS AMENDMENT NO. 1 to the June 3, 2014, Consultant Agreement for the First Avenue Grade Separation Project, by and between the City of Iowa City, a municipal corporation, hereinafter Iowa-5002-1Ther,einafter-referred-to-as-the-Consultant,-is-made-and-entered-into-thisi5t# day of September , 2015. WHEREAS, the Consultant completed a study of incomplete plans for the First Avenue Grade Separation Project, and determined the scope of services necessary to provide complete construction documents, including plans, specifications and other related documents necessary for an Iowa Department of Transportation bid letting; and WHEREAS, plans for First Avenue Grade Separation Project were completed by the Consultant and approved by the City on February 23, 2015; and WHEREAS, the project was let by the Iowa Department of Transportation on March 17, 2015 and the construction contract was executed on April 13, 2015; and WHEREAS, project construction began on April 28, 2015; and WHEREAS, the City desires to secure the services of the Consultant to provide construction period services, as detailed below, to assist City Staff on an as needed basis during the construction of the First Avenue Grade Separation Project; and 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 following services for the City, and to do so in a timely and satisfactory manner. 1.) Site Visits Snyder & Associates, Inc. shall visit the construction site at intervals appropriate to the stage of construction to observe the progress and the quality of the work, and determine if the results of the construction work substantially conform to the contract documents. It is estimated that one site visit every month for 10 total months by local representation and four (4) site visits for other design staff from the Des Moines area. Site visits will be coordinated and approved by the City Engineer. Snyder & Associates, Inc. shall notify the City of any known work which is believed to be unsatisfactory, faulty, or defective, or does not substantially conform to the contract documents, make recommendations to the City for the correction of nonconforming work and, at the request of the City, see that these recommendations are implemented by the Contractor. Page 1 Said site visits and observations are not intended to be an exhaustive check or a detailed inspection of the Contractor's work but rather are to allow Snyder & Associates, Inc. to become generally familiar with the Work in progress and to determine, in general, if the work substantially conforms to the contract documents. 2.) Design Interpretation Snyder & Associates, Inc. shall answer design interpretation questions from the Engineer Contractor, and review agencies. It is estimated two (2) hours of consultation are mqu[recLfzer w_e_ek-fo[a-totaLoi4D–we_eks—FinaLle-veLofiavolyBment for design consultation will be determined through written (e-mail correspondence is acceptable) direction from the City. 3.) Shop Drawing Review Snyder & Associates, Inc. shall assist the City in reviewing shop drawings as requested by the City, including, but not limited to, submittals for the temporary shoring wall design, assist the City in preparing pile driving graphs utilizing the WEAP method which includes a Wave equation analysis assuming the Contractor can identify which proposed pile driving hammer will be used for each section of wall, storm sewer structures, water main, pedestrian hand rail and guard rail, form liner, and mock up with staining as submitted by the Contractor for general compliance with the contract documents. Final level of involvement for shop drawing review will be determined through written (e-mail correspondence is acceptable) direction from the City. 4.) Structural Services Snyder & Associates, Inc., or its subconsultant shall assist the City in development of pile driving capacity charts, guidance in pile driving documentation, review of bridge steel fabrication shop drawings, attend prefabrication meeting, review of bridge rail shop drawings, review Contractor's bridge deck forming construction methods, and attend a pre -pour meeting. Final level of involvement will be determined through written (e-mail correspondence is acceptable) direction from the City. 5.) Construction Review Snyder & Associates, Inc. shall participate in the final inspection and assist in preparing a punch list of items to be completed. On the basis of such inspection, Snyder & Associates, Inc. shall determine if the project is substantially complete according to the contract documents and shall make a recommendation to the City regarding final payment and acceptance of the project. Time estimated for one final site visit by two design staff, punch list preparation, and follow up coordination. 6.) Iowa Interstate Railway (IAIS) Mainline Alignment Revisions Snyder & Associates, Inc. shall revise the mainline north and south IRIS railroad alignment between First Avenue and Proctor & Gamble spur lines. Included in these design changes are updating the earthwork, railroad subballast and other associated quantities, providing updated plan sheets for City and IAIS review, providing City and Contractor updated digital files for construction of said revisions. Digital files will not be sent to the Contractor until the City and IAIS have approved of the plan revisions. 7.) Record Drawings Page 2 Prepare construction record drawings defining the actual location of improvements and fixtures after construction is complete. Record drawings shall be delivered to the City within 90 days after project acceptance by the City. The Consultant shall prepare record drawings showing those changes made during construction, based on the marked -up drawings and other data furnished by the Contractor and the City. The Consultant shall provide the City with one (1) electronic (PDF) reproducible copy of the record drawings and one (1) copy of the complete revised design files in AutoCAD format. II. TIME OF COMPLETION The Consultant shall complete the Scope of Services in accordance with the schedule shown. Approval of Agreement: August 2015 Construction Period Services: The services described above shall be on an as needed basis during construction of the First Avenue Grade Separation Project. The Consultant shall be available to perform these services effective immediately and until the project is accepted by the City (except submittal of record drawings). Submittal of Record Drawings: Within 90 Days of Project Acceptance by the City. III. 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 o1 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 hourly not to exceed amount listed in Section IV. The City may terminate this Agreement upon seven (7) calendar days' written notice to the Consultant. 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 Page 3 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 tate federal orlocaHaw u, any ofthe u, fnanuus-ofhe-aty-oftowa-Clt , wa. 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. I. 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 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, 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 Page 4 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 an hourly not -to -exceed fee of $57,300, which includes any authorized reimbursable expenses, pursuant to the Standard Fee Schedule set forth in Attachment A, attached and incorporated herein. s Itant shall-bdl-the City monthlyof r services and reim ursa a expenses. 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. C. This Agreement shall be interpreted and enforced in accordance with the laws of the State of Iowa. Any legal proceeding instituted with respect to this Agreement shall be brought in a court of competent jurisdiction in Johnson County, Iowa. The parties hereto hereby submit to personal jurisdiction therein and irrevocably waive any objection as to venue therein, including any argument that such proceeding has been brought in an inconvenient forum. FOR THE CITY By: Title: mayor Date: September 15, 20/155 ATTEST: Page 6 FONTH C SU 01 ANT By /� ,/ Title:R%it p( Y.fa/' Date:: f sy- Jit Approved by: sClru, - J�„"./ w City Attorney's Office S' / -z- Date Attachment A SNYDER & ASSOCIATES, INC. STAN DARD-FEE36H EDHL-E Billing Classification/Level Billing Rate Engineer, Landscape AMWWt, Lend surva}or, Legal GIs, Environmental Scienust Pro set Manager, Planner, Rlghtof-Wa Agent. Gra No Des/ rer Priori Bl $/now Mind 1 0 mow $tenor 0 mow V➢I mow VII mow VI D mew V 0 mowIV 0 mew0 maw D mew mow Technlclans—CARD, Sumey. Conshuctlon Observation Lesd $110.00 mow sutler $106.00 11hour via $99.00 mow VII 391.00 lftm VI $81.00 11how V 373.00 11hour IV $67.00 mow In $56.00 moor 11 $47.00 11h.ur 1 342.00 /aur 11 1 356.00 /ow 1 1 346.00 11hur Miles rnrmMIRSstandordwe Outside&e w. Asbnwl.d Page 6 �E1 Prepared by: Jason Reichart, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5416 RESOLUTION NO. 16-19 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AMENDMENT NO. 1 TO THE AUGUST 26, 2014 AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND HBK ENGINEERING, LLC TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE FIRST AVENUE GRADE SEPARATION PROJECT. WHEREAS, the City of Iowa City entered into a contract for consulting services with HBK Engineering, LLC, of Iowa City, Iowa, on August 26, 2014 to provide project management services during the design phase of the First Avenue Grade Separation Project; and WHEREAS, it was determined during the construction phase of the First Avenue Grade Separation Project that the Consultant would need to provide ongoing coordination with the City's design consultant, Snyder & Associates, Inc., Utility Companies, and Iowa City Community School District for numerous utility relocations; and WHEREAS, it was also determined during the design phase that the City desires to have the Consultant provide additional public coordination and permitting services; and WHEREAS, the City desires to expand the scope of engineering services of the Consultant, as noted above, related to the proposed First Avenue Grade Separation Project; and WHEREAS, the City of Iowa City has negotiated Amendment No. 1 to the August 26, 2014 Agreement for said consulting services with HBK Engineering, LLC, to provide said services; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with HBK Engineering, LLC; and WHEREAS, funds for this project are available in the First Avenue/IAIS RR Crossing Improvements account # S3871 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: 1. Amendment No. 1 to 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 Amendment No. 1 to the Consultant's Agreement. Passed and approved this 19th day of January —,20 16 M4YOR Apved by ATTEST: - CITY -CLERK City Attorney's Office p gMastem\Res-ConsultAgtdoc Resolution No. Page 2 16-19 It was moved by Mims and seconded by Thomas the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: ABSTAIN: Botchway Cole Dickens Mims Taylor Thomas Throgmorton CONSULTANT AGREEMENT FIRST AVENUE GRADE SEPARATION PROJECT AMENDMENT NO. 1 CONSTRUCTION PERIOD SERVICES THIS CONTRACT AMENDMENT NO. 1 made and entered into this dY st- day of -D&'C %114 O� , , by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and HBK Engineering, LLC of Iowa City, Iowa, hereinafter referred to as the Consultant. WHEREAS, on August 26, 2014, the City and Consultant entered into a consultant agreement to provide project management services during the design phase of the First Avenue Grade Separation Project; and WHEREAS, it was determined during the construction phase of the First Avenue Grade Separation Project that the Consultant would need to provide ongoing coordination with the City's design consultant, Snyder & Associates, Inc., Utility Companies, and Iowa City Community School District for numerous utility relocations; and WHEREAS, it was also determined during the design phase that the City desires to have the Consultant provide additional public coordination and permitting services; and WHEREAS, the City desires to expand the scope of engineering services of the Consultant, as noted above, related to the proposed First Avenue Grade Separation Project; and NOW THEREFORE, it is agreed by and between the parties hereto that the City does now amend the original contract with the Consultant, dated August 26, 2014, to provide additional services as set forth herein: SCOPE OF SERVICES A. Section I Scope of Services is hereby amended by adding the following items to Section A. Property Acquisition: 8. Coordinate and act as prime contact for all Iowa City School District acquisition. 9. Attend additional meetings on behalf of City of Iowa City in order to obtain permanent and temporary easements. 10. Provide required documentation for Hawkeye Land and Iowa Interstate Railroad (IAISRR) acquisition. B. Section I Scope of Services is hereby amended by deleting item 3 from Section E. Permitting & Agreements and adding the following items thereto: 3. Develop and obtain General Permit No.2 w/ IDNR. -2- C. Section I Scope of Services is hereby amended by deleting "Construction Management" from Additional Services and adding the following Section F. Construction Management thereto: F. Construction Management 1. Coordinate with various utilities outside the original scope of services including Verizon, Zayo, Windstream, and the University of Iowa. 2. Coordination of Verizon fiber optic relocation with William Vincent (Design) and Danielson Contractors. 3. Coordination w/ Snyder & Associates to transpose and reformate staking points in regard to Microstation and previous VJ Engineering datum. 4. Construct staking of proposed fiber optic alignment for Verizon fiber optic relocation. II. PROJECT COMPLETION The Consultant shall provide Services added herein in accordance with the following anticipated Project phases and schedule shown below. Task Start Complete Additional items defined in this Scope April 1, 2015 June 30, 2015 of Services III. GENERAL TERMS No changes are made to the General Terms. IV. COMPENSATION FOR SERVICES The Consultant shall be compensated for the scope of services added herein based on an hourly fee as shown on Exhibit A, HBK Engineering Standard Hourly Rates, not to exceed $7,135.00 without prior written approval by City Council. 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. VI. Unless specifically and expressly amended herein, the August 26, 2014 Consultant Agreement shall remain in full force and effect. -3- BOR THE Title: James A. Throgmorton, Mayor Date: January 19, 2016 ATTEST: /�� i� • ? FO THE CONSULTA T By: Title: Date: Approved by: City Attomey' Office 76 Date HBK Engineering, LLC IOWA CITY OFFICE Updated: January 1st, 2015 Unury INFNASTSUOIUnE hb SOLUTIONS ENGINEERING 509 South Gilbert St, Iowa City, IA 52240 Tel: (319)338-7557 • Fax: (319)358.2937 PROFESSIONAL RATES ABBREV HOURLY Principal PRIN $140.00 Senior Engineer SREND $125.00 Structural Engineer SENG $140.00 Engineer ENG $110.00 Senior Project Manager SPM $125.00 Project Manager PM $110.00 Project Coordinator PC $95.00 Permitting Coordinator PERC $95.00 Landscape Architect LA $105.00 Associate 3 (EI) A3 $105.00 Associate 2 (EI) A2 $100.00 Associate 1 (EI) Al $95.00 Designer 3 D3 $105.00 Designer 2 D2 $95.00 Designer 1 D1 $80.00 Designer 0 DO $70.00 Professional Land Surveyor PLS $125.00 Field Administrator FA $90.00 Field Tech FT $65.00 Analyst 2 AN2 $75.00 Analyst 1 AN1 $65.00 Administrative ADMIN $60.00 -Please request quotation for all lump -sum pricing Items prior to 'oh request Size and scope changes will affect overall pricing. Unury INFNASTSUOIUnE hb SOLUTIONS ENGINEERING 509 South Gilbert St, Iowa City, IA 52240 Tel: (319)338-7557 • Fax: (319)358.2937 ld oo) Prepared by: Jason Reichart, Civil Engineer, 410 E. Washington St., Iowa City, IA 52240; (319) 356-5416 RESOLUTION NO. 17-97 RESOLUTION APPROVING, AUTHORIZING AND DIRECTING THE MAYOR TO EXECUTE AND THE CITY CLERK TO ATTEST AMENDMENT NO. 2 TO THE JUNE 3, 2014 AGREEMENT BY AND BETWEEN THE CITY OF IOWA CITY AND SNYDER & ASSOCIATES, INC. TO PROVIDE ENGINEERING CONSULTANT SERVICES FOR THE FIRST AVENUE GRADE SEPARATION PROJECT. WHEREAS, on June 3, 2014, the City and Consultant entered into a consultant agreement to provide complete construction documents, including plans, specifications and other related documents necessary for an Iowa Department of Transportation bid letting; and WHEREAS, the June 3, 2014 agreement was amended on September 15, 2015 to have the Consultant provide construction period services to assist City Staff on an as needed basis during the construction of the First Avenue Grade Separation Project; and WHEREAS, during construction of the project, the contractor discovered an issue with the placement of the temporary railroad signal that would affect the construction of the southeast wing wall of the railroad bridge; and WHEREAS, the City desires to expand the scope of engineering services of the Consultant to redesign a portion of the southeast wing wall of the railroad bridge and to provide additional construction period services to assist City Staff during the construction the First Avenue Grade Separation Project; and WHEREAS, it is in the public interest to enter into said Consultant Agreement with Snyder & Associates, Inc.; and WHEREAS, funds for this project are available in the First Avenue/IAIS RR Crossing Improvements account # S3871 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA, THAT: Amendment No. 2 to 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 Amendment No. 2 to the Consultant's Agreement. Passed and approved this 4th day of April —,20 17 /�Z, G , / Z,5�— MOOR ATTEST: Av� ( ? CITY CLERK City Attorney's Office p"ngtrnastmr R"-ConsultV Resolution No. 17-97 Page 2 It was moved by Boochway and seconded by Dickens the Resolution be adopted, and upon roll call there were: AYES: NAYS: x x x x x x ABSENT: ABSTAIN: Botchway Cole Dickens Mims Taylor Thomas Throgmorton CONSULTANT AGREEMENT FIRST AVENUE GRADE SEPARATION PROJECT AMENDMENT NO. 2 ENGINEERING DESIGN SERVICES THIS CONTRACT AMENDMENT NO. 2 made and entered into this 4th day of April 2017 , by and between the City of Iowa City, a municipal corporation, hereinafter referred to as the City and Snyder & Associates, Inc., Ankeny, Iowa, hereinafter referred to as the Consultant. WHEREAS, on June 3, 2014, the City and Consultant entered into a consultant agreement to provide complete construction documents, including plans, specifications and other related documents necessary for an Iowa Department of Transportation bid letting; and WHEREAS, the June 3, 2014 agreement was amended on September 15, 2015 to have the Consultant provide construction period services, as detailed below, to assist City Staff on an as needed basis during the construction of the First Avenue Grade Separation Project; and WHEREAS, during construction of the project, the contractor discovered an issue with the placement of the temporary railroad signal that would affect the construction of the southeast wingwall of the railroad bridge; and WHEREAS, the City desires to expand the scope of engineering services of the Consultant to redesign a portion of the southeast wingwall of the railroad bridge and to provide additional construction period services, as detailed below, to assist City Staff during the construction the First Avenue Grade Separation Project; and NOW THEREFORE, it is agreed by and between the parties hereto that the City does now amend the original contract with the Consultant, dated June 3, 2014, to provide additional services as set forth herein: SCOPE OF SERVICES 1. Modify design and plans for Southeast bridge wingwall with the understanding that the reinforcing steel has already been fabricated and is onsite. The wingwall will be shortened to accommodate temporary railroad signalization for the First Avenue detour / IAIS shoofly crossing. 2. Design and prepare plans for a cantilever retaining wall to act as a wingwall extension in accordance with the sketches approved by the City. 3. Review the phasing for when the work on the cantilever wingwall extension should be constructed. 4. Additional plan revision coordination and design interpretation clarification. 5. Additional coordination with the City on utility related conflicts due to nonperformance of utility company relocations. 6. Additional construction submittal drawing review as needed based on City initiated requests. 7. Assist Contractor with survey and design files. -2- 8. Provide design interpretation assistance on Contractor initiated retaining wall and bridge phasing and construction sequencing. 9. Provide design assistance on granular backfill review based on Contractor initiated shoring placement. II. PROJECT COMPLETION The Consultant shall complete the Scope of Services in accordance with the schedule shown. Approval of Agreement: March 2017 Construction Period Services: The Consultant shall be available to perform these services effective immediately and until the project is accepted by the City. III. GENERAL TERMS No changes are made to the General Terms. IV. COMPENSATION FOR SERVICES In consideration of the services, work, equipment, supplies, or materials provided herein, the City agrees to pay the Consultant's Hourly not to Exceed Fee of $25,300, which includes any authorized reimbursable expenses, pursuant to the Schedule of Fees set forth in Attachment A, attached and incorporated herein. 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. VI. Unless specifically and expressly amended herein, the June 3, 2014 Consultant Agreement and September 15, 2015 Amendment Number 1 shall remain in full force and effect. FOR THE CITY By: Title:_ Mayor -3 - Approved by: y City Attorney's Office Date ILS SNYDER & ASSOCIATES, INC. 2015-16 STANDARD FEE SCHEDULE Billing Classification/Level Billing Rate Professional Engineer, Landscape Architect, Land Surveyor, Legal, GIS, Environmental Scientist Project Manager, Planner, Right -of -Way Agent, Graphic signer Principal $183.00 /hour Principal $172.00 /hour Senior $156.00 /hour VIII $144.00 /hour VII $137.00 /hour VI $132.00 /hour V $123.00 r N $112.00 r III $104.00 Z/hour $94.00 r$81.00 r Technical Technicians--CADD, Survey, Construction Observation Lead $110.00 /hour Senior $106.00 /hour VIII $99.00 /hour VII $91.00 /hour V1 $81.00 /hour V $73.00 /hour N $67.00 /hour III $56.00 /hour II $47.00 /hour I $42.00 /hour Administrative II $56.00 /hour 1 $46.00 /hour .- Milea a I current IRS standard rate Outside Services I As Invoiced ENGINEER'S REPORT May 26, 2020 � r � CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5000 FAX www,icgov.orr; co r--I C -J co Re: First Avenue Grade Separation Project �_ M a M c m Dear City Clerk: o cn I hereby certify that the First Avenue Grade Separation Project has been completed by Peterson Contractors Inc, of Reinbeck, Iowa in substantial accordance with the plans and specifications prepared by Snyder & Associates, Inc., of Ankeny, Iowa. The project was bid as a unit price contract and the final contract price is $8,009,135.32. There was a total of fifteen (15) change or extra work orders for the project as follows: 1. Water Main Casing Price Adjustment $1,452.00 2. SEJH Water Main Adjustment $2,603.50 3. Temporary Light Poles $3,219.43 4. First Ave Water Services Adjustments $7,339.53 5. Railroad Preemption Relocation $7,585.90 6. Temporary Pavement $2,541.00 7. Traffic Control Cleaning $688.00 8. Liquidated Damages ($14,500.00) 9. Splicing of Steel H -Piles $6,825.00 10. Cold Weather Heating and Protection for Concrete $10,020.50 11. Additional Erosion Control, Grading, Utility Work and $16,219.43 Traffic Control 12, Cement Stabilization for Pavement Subgrade $53,238.00 13. Additional Decorative Concrete, Fire Hydrant Extension $35,914.57 Traffic Control, and Pavement Saw Cutting 14. Additional SEJH Pavement and Asphalt Overlay $10,461.67 15. Punchlist Items and Final Quantity Adjustments $80,159.39 TOTAL $239,656.45 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer Prepared by: Jason Reichart, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5416 Resolution No. 20-144 Resolution accepting the work for the First Avenue Grade Separation Project [STP -U-3715(636)--70-52]. Whereas, the Engineering Division has recommended that the work for construction of the First Avenue Grade Separation Project (STP -U-3715(636)--70-52), as included in a contract between the City of Iowa City and Peterson Contractors Inc. of Reinbeck, Iowa, dated April 13, 2015 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 First Avenue/IAIS RR Crossing Improvements account # S3871; and Whereas, the final contract price is $8,009,135.32. 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 2nd day of June 2020 Attest: �µ May Approved by JCi4ttorneWy—s Office (Sara Greenwood Hektoen – 05/27/2020) It was moved by salih and seconded b Taylor adopted, and upon roll call there were: y the Resolution be Ayes: V1 Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner LLJ�1 Q m Q N Z = U N W J C:) N O C W LO LLj co Q \ Q (� C= v LD ILLI Z W M I Q � I f/) 0- a: On INDEX OF SHEETS No. Description At TITLE SHEET A2 GENERAL AND UTILITY NOTES 3.1-13.5 TYPICAL SECTIONS AND DETAILS C.1 -C.11 QUANTITIES, ESTIMATE INFORMATION, AND TABULATIONS D.1 PLAN AND PROFILE LEGEND AND SYMBOL INFORMATION SHEET D.2 -D.3 FIRST AVENUE PLAN AND PROFILE SHEETS E.1 MALL DRIVE PLAN AND PROFILE SHEET E.2 SCHOOL ENTRANCE & EXIT PLAN AND PROFILE SHEET E.3 -E.10 NORTH IOWA INTERSTATE RAILROAD PLAN AND PROFILE SHEETS E.11 -E.16 SOUTH IOWA INTERSTATE RAILROAD PLAN AND PROFILE SHEETS E.17 SPUR PROCTOR AND GAMBLE WEST PLAN AND PROFILE SHEET F.1 DETOURS TYPICAL SECTIONS AND DETAILS F.2 -F.3 FIRST AVENUE DETOUR PLAN AND PROFILE SHEETS F.4 -F.13 SHOOFLY RAILROAD PLAN AND PROFILE SHEETS G.I SURVEY CONTROL AND ALIGNMENT INFORMATION G.2 -G.4 ALIGNMENT INFORMATION H.1 -H.2 PARCEL INFORMATION MAP H.3 -H.7 RIGHT OF WAY DETAILS J.1 TRAFFIC CONTROL AND STAGING LEGEND AND SYMBOL INFORMATION SHEET 12-J.15 STAGING AND PAVEMENT MARKINGS SHEETS L.1 -L.19 STAKING, JOINTING AND RETURN PROFILE LAYOUT SHEETS MA STORM SEWER TABULATIONS M.2 -M.9 STORM SEWER PLAN AND PROFILE SHEETS N.1 -N.10 TRAFFIC SIGNAL SHEETS N.11 -N.12 STREET LIGHTING SHEETS 0.1 SOILS R.1 -R.6 REMOVAL SHEETS S.1 SIDEWALK LEGEND AND SYMBOL INFORMATION SHEET S.2 -S.4 SIDEWALK TABULATIONS S.5 -S.7 SIDEWALK LAYOUTS T.1 -T.2 EARTHWORK U.1-112 WATER MAN PLAN AND PROFILE SHEETS U.3 DETENTION BASIN GRADING U.4 -U.6 MISCELLANEOUS AND SPECIAL DETAILS U.7 FORM LINER DETAILS U.8 -U.11 ALUMINUM GUARDRAIL DETAILS U.12 BERM DETAILS V.1 -V.17 STRUCTURAL (BRIDGE) V.18 -V.73 STRUCTURAL (WALL) WA CROSS SECTION LEGEND AND SYMBOL INFORMATION SHEET W.2 -W.12 FIRST AVENUE CROSS SECTIONS X.i-X.2 MALL DRIVE GROSS SECTIONS X.3 -X.5 SCHOOL ENTRANCE CROSS SECTIONS X.6 SCHOOL EXIT CROSS SECTIONS X.7 -X.16 IOWA INTERSTATE RAILROAD CROSS SECTIONS Y.1 -Y.7 FIRST AVENUE DETOUR CROSS SECTIONS Y.8 -Y.20 IOWA INTERSTATE RAILROAD SHOOFLY CROSS SECTIONS City work drawings shollbe sent to the City of address: 'ing Department �JIOWADOT OO ((� 1 1 qo 570 YROPOSEO�TMPROVEMENT ON THE M ARANO OVOT N TV OF am C TV BRIDGE NEW -STEEL GIRDER PCC PAVEMENT - GRADE AND REPLACE IN THE CITY OF IOWA CITY, FIRST AVE: OVER FIRST AVENUE Rarer to the Proposal Fare far list of applicable speci0 canons. Value Engineering Saves. Refer to Article 1105.15 of the Specifications Rarer to C Sheets for a list of applicable Standard Road Plans S M, 13 410 E. Washin ton Street t5hUIN NKVJL:U I \ STA 217+6U.7U d' 0 Iowa cit IA 52240 y END PROJECT 45:1 Phone: 19) 356-5410t O Fax: (319) 356-5007 O A. 23 \ y I /i CT klrlDT.d QTA 19awiinn r I� UP= M VICINITY MAP NOT TO SCALE SOUTH STA 2240 BEGIN PROJECT PROJECT IDENTIFICATION NUMBER PROJECT NUMBER STP -U-3715(636)--70-52 R.O.W. PROJECT NUMBER FEDERAL RAIL CROSSING NUMBER of Natural Resources This project is covered by the Iowa Department es NPDES General Permit No. 2. The Contractor shollcorry out the terms and conditions of Generol Permit No. 2 and the storm water pollution prevention plan which is a part of these contract documents. Refer to Section 2602 of the Iowa DOT Standard Specifications for odditional informotion. Y Q 3 MILEAGE SUMMARY END PROJECT Location Lin. Ft. Miles NAME W W W W W MUSCATINE AVE 0.16 G MALL DRIVE V.1 Steve Jacobson Bridge F 179.70 0.03 Wall - IOWA INTERSTATE RAILROAD F to N N N N N in to H p O1 STN TOTAL PROJECT LENGTH5153.06 a = > w STA 25+43.36 a ¢ o 16 END PROJECT u a wAWNE 3 ST a J 0 1 N = F N W r N 14 J ST o ¢ m BRADFORD ST ��~ 540 PROJECT LOCATION ; S M, 13 410 E. Washin ton Street t5hUIN NKVJL:U I \ STA 217+6U.7U d' 0 Iowa cit IA 52240 y END PROJECT 45:1 Phone: 19) 356-5410t O Fax: (319) 356-5007 O A. 23 \ y I /i CT klrlDT.d QTA 19awiinn r I� UP= M VICINITY MAP NOT TO SCALE SOUTH STA 2240 BEGIN PROJECT PROJECT IDENTIFICATION NUMBER PROJECT NUMBER STP -U-3715(636)--70-52 R.O.W. PROJECT NUMBER FEDERAL RAIL CROSSING NUMBER of Natural Resources This project is covered by the Iowa Department es NPDES General Permit No. 2. The Contractor shollcorry out the terms and conditions of Generol Permit No. 2 and the storm water pollution prevention plan which is a part of these contract documents. Refer to Section 2602 of the Iowa DOT Standard Specifications for odditional informotion. Y Q 3 MILEAGE SUMMARY Div. Location Lin. Ft. Miles NAME FIRST AVENUE TYPE A.1 Andrew G. Burke Sta. 16-90.00 to Sta. 25+43.36 853.36 0.16 Traffic MALL DRIVE V.1 Steve Jacobson Bridge Stu. 215+81.00 to Stu. 217'60.70 179.70 0.03 Wall - IOWA INTERSTATE RAILROAD Sta. 12393400.00 to Stu. 12434+20.00 4120.00 0.78 TOTAL PROJECT LENGTH5153.06 -0.97 DESIGN DATA URBAN FIRST AVENUE 2012 AADT 73,700 V.P.O. 2030 AADT 17,500 V.P.D. TRUCKS 2 X (,+ 1OMW�/(A�a- 1-800-292-89891 JU C//ITaaY OF IOWA CITY INDEX OF SEALS SHEET NO. NAME engineering document was prepared by me or under my direct personal supervise an and that 1 am a duly If ed Professional En inner er the laws the S to of Iowa. rew G.B rI P.E. 1 Data License Nu er 19496 TYPE A.1 Andrew G. Burke Primary Signature Block N.1 Todd O.Kno. Traffic Signalrtation V.1 Steve Jacobson Bridge - Structural V.19 Jeroee Hatle.mk Wall - Structural C//ITaaY OF IOWA CITY City Engineer Date I hereby certify that this y�o RQOFESS10p4r fyc ANDREW G. BURKE engineering document was prepared by me or under my direct personal supervise an and that 1 am a duly If ed Professional En inner er the laws the S to of Iowa. rew G.B rI P.E. 1 Data License Nu er 19496 19498 * * 10WA My License Remeal Date Is December 31, 2014 Pages or shoats covered by this seal: A1 -A2. 0.1-131.5. C.1 -C.11, D.I-D.3. E.1 -E.17. _ F.14.13, G.1 -G.4. H.1 -H.7. J.1-115. L.1-1.19, M.1 -M.9. R.1 -R.6 S.1 -S.7. T.1-7.2. U.1 -U.12, W.1 -W.12 X.I-X.16 Y.1 -Y.20 ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COU(TY PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER AL1 9TJ 12 12 212 014 J:\2014_Prolects\114.0213\Gadd\CD-1140213-AOl.don vn...:.., 1-.1 -1- Y:\Den\dole.lbl Snyder 11000 GENERAL NOTES: 1. THE CONTRACTOR SHALL CONFINE GRADING OPERATIONS TO WITHIN THE GRADING LIMITS AS SHOWN ON THE PLANS UNLESS AUTHORIZED BY THE ENGINEER TO DO OTHERWISE. THE CONTRACTOR SHALL COMPENSATE THE PROPERTY OWNER FOR DAMAGES OUTSIDE OF THE AUTHORIZED GRADING LIMITS. 2. DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. EXISTING STORM SEWER THAT IS DESIGNATED TO BE REMOVED SHALL BE REMOVED ONLY WHEN CONSTRUCTION HAS PROGRESSED TO THAT LOCATION. 3. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER INLETS AND UTILITY ACCESSES FROM SILTATION AND DEBRIS DURING CONSTRUCTION. REFER TO POLLUTION PREVENTION PLAN. 4. ALL REMOVAL AND DISPOSAL OF ABANDONED UTILITY LINES INCLUDING GAS MAINS, WATER MAINS, TELEPHONE CONDUITS, SERVICE LINES, ETC., REQUIRED TO COMPLETE THE WORK SHALL BE INCIDENTAL TO THIS PROJECT. 5. ALL HOLES RESULTING FROM OPERATIONS OF THE CONTRACTOR, INCLUDING REMOVAL OF FENCE POSTS AND SIGNAL EQUIPMENT, SHALL BE FILLED AND CONSOLIDATED TO FINISHED GRADE 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 DISTURBED BY ANY SUCH OPERATIONS SHALL BE RESTORED TO AN ACCEPTABLE CONDITION. THESE OPERATIONS SHALL BE CONSIDERED INCIDENTAL TO THIS PROJECT. 6. UNLESS OTHERWISE DIRECTED OR AUTHORIZED, ALL REMOVED ASPHALTIC CEMENT CONCRETE AND OTHER BITUMINOUS MATERIALS WHICH ARE NOT SPECIFICALLY ADDRESSED OR DESCRIBED IN THE PLANS SHALL BECOME PROPERTY OF THE CONTRACTOR. THE CONTRACTOR MAY REMOVE THE MATERIAL FROM THE PROJECT AND STOCKPILE FOR FUTURE USE, OR DISPOSE OF THE MATERIAL IN A LICENSED LANDFILL, IN ACCORDANCE WITH CURRENT RULES AND REGULATIONS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES. 7. UNLESS OTHERWISE NOTED ON THE PLANS, ALL PARKING AREAS, BACKSLOPES, AND EASEMENT MEAS DISTURBED BY CONSTRUCTION SHALL BE SHAPED TO FINISHED GRADE AND SEEDED. PAYMENT SHALL BE FOR THOSE DISTURBED MEAS WITHIN THE GRADING LIMITS C EASEMENTS SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS MEAS AND DESIRABLE TREES OUTSIDE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE N FOR STORAGE OF MATERIALS. STORAGE. PARKING AND SERVICE AREA(S) WILL BE SUBJECT TO THE APPROVAL OF THE RESIDENT ENGINE B. UNLESS OTHERWISE APPROVED BY THE ENGINEER, THE CONTRACTOR SHALL ORGANIZE WEEKLY CONSTRUCTION MEETINGS DURING THE DURATION OF THE PROJECT. THIS INCLUDES NOTIFYING SUBCONTRACTORS AND UTILITY COMPANIES AS NECESSARY. 9. THE CONTRACTOR WILL BE REQUIRED TO HAVE A REPRESENTATIVE AT THE FINAL INSPECTION AND WILL BE RESPONSIBLE TO OPEN ALL MANHOLES AND INTAKES FOR INSPECTION. am EXCESS MATERIAL (EXCAVATED MATERIAL THIS PROJECT. IT SHALL BE WASTE OR DISPOSAL NOT IMPACT STREAMS OR STREAM NGINEERS SECTION 404 PERMIT. ATERIAL SHALL BE PLACED WITHIN UTILITY NOTES: 1. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE UTILITY COMPANIES WITH RESPECT TO RELOCATING AND CONSTRUCTING THEIR FACILITIES. CALL IOWA ONE CALL FOR UTILITY LOCATIONS 48 HOURS BEFORE CONSTRUCTION, 1-800-292-8989. 2. CONTACT THE CITY AND DESIGN ENGINEER AT LEAST 24 HOURS PRIOR TO STARTING WORK. 3. BEFORE STARTING CONSTRUCTION IN EACH STAGE, THE CONTRACTOR SHALL EXCAVATE ALL UTILITIES WHICH MAY BE IN CONFLICT WITH PROPOSED CONSTRUCTION. THE CONTRACTOR PROVIDED SURVEYOR SHALL OBTAIN ELEVATIONS OF THE UTILITIES AND NOTIFY THE ENGINEER. 4. THE COST OF STAGING CONSTRUCTION FOR UTILITY INSTALLATION, PROVIDING TEMPORARY SUPPORTS FOR ALL UTILITIES WITH ASSISTANCE FROM AFFECTED UTILITY COMPANY, AND ALL COSTS INVOLVED IN COORDINATING WITH UTILITIES SHALL BE INCLUDED IN AND CONSIDERED INCIDENTAL TO THE CONTRACT BID PRICE OF THAT UTILITY, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 5. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION METHODS AND EQUIPMENT TO COMPLETE THE WORK WITHOUT DAMAGING UTILITIES. 6. THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR AT THE TIME OF CONSTRUCTION. IT SHALL BE THE DUTY OF THE CONTRACTOR TO ASCERTAIN WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. 7. IT IS ANTICIPATED THAT UTILITY RELOCATION WORK BY VARIOUS UTILITY COMPANIES WILL BE DONE IN CONJUNCTION WITH CONSTRUCTION OF THIS PROJECT. CONTRACTOR IS REQUIRED TO COORDINATE AND COOPERATE WITH THESE UTILITY COMPANIES DURING CONSTRUCTION. UTILITY QUALITY SERVICE LEVELS QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE Cl/ ASCE 38-02 STANDARD. QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS QUALITY LEVEL (C) INFORMATION IS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH QUALITY D INFORMATION. QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINED BY ACTUAL EXPOSURE OR VERIFICATION OF PREVIOUSLY EXPOSED SUBSURFACE UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS. 11. SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTIONS SO THAT THE PROFILES AND ELEVATIONS SHOWN ON THE CROSS SECTIONS, /OR STREET RETURN PROFILE SHEETS, AND STAKING DIAGRAM SHEETS ARE OBTAINED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY THE UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION PND RECORDS OBT ANED. THE SURVEYOR MAKER NO GUARANTEE THAT THE UTILITIES D BE NECESSARY AT THESE LOCATIONS. SUBSURFACE FEATURES SHOWN COMPRISE ALL SUCH ITEMS IN THE AREA, EITHER IN 12. THE TOP SIX (6) INCHES OF THE DISTURBED AREAS SHALL BE FREE OF ROCK AND DEBRIS AND SHALL BE SUITABLE FOR THE SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE ESTABLISHMENT OF VEGETATION, SUBJECT TO THE APPROVAL OF THE ENGINEER. UTILITIES OR SUBSURFACE FEATURES SHOWN ARE IN THE EXACT LOCATION INDICATED EXCEPT WHERE NOTED AS QUALITY LEVEL A- 13. 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. 14. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ACCESS TO INDIVIDUAL PROPERTIES 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 PAID FOR AS A CONTRACT ITEM OR BY EXTRA WORK. 15. 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 REPLACEMENT FEATURES ARE NOT INSTALLED THE SAME DAY DURING WHICH ANY SUCH REMOVALS TAKE PLACE. 16. 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. 17. THE CITY WILL REMOVE AND REINSTALL THE ROADWAY TRAFFIC SIGNAGE. THE CONTRACTOR SHALL GIVE 48 HOUR NOTICE OF WHEN TRAFFIC SIGNAGE REQUIRES REMOVAL AND WHEN THE ROADWAY TRAFFIC SIGNAGE REQUIRES INSTALLATION, 18. THE CITY WILL REMOVE AND REINSTALL THE ROADWAY TRAFFIC SIGNAGE. THE CONTRACTOR SHALL GIVE THE CITY AT LEAST 72 HOUR NOTICE OF WHEN THE ROADWAY TRAFFIC SIGNAGE REQUIRES REMOVAL AND WHEN THE ROADWAY TRAFFIC SIGNAGE REQUIRES REINSTALLATION. I ENGLISH I IOWA DOT I DESIGN TEAM II SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U'3715163611--70-52 I SHEET NUMBER A,2 I I STJ 12/22/2014 J:\201♦_Projects\114.0213\Codd\CCO_I140213_AO2.dgn Y'\print tlnverc\Rind GrnvW"WHaIIWeioEtP0F.olt[°a Y!\pen\date.@I Snyder 1:200 POROUS BACKFILL (TYP)-:71 TYP)1-6" MODIFIED SUBBASE 4" SUBDRA)N (TVP) g 9" PCC PAVEMENT N TYPICAL SECTION FIRST AVENUE STA. 16+90.00 TO 17+82.61 HANDRAIL 6" PCC PAVEMENTS VAR BIKE LANETHROUGH LANE I TWO-WAY LEFT I THROUGH LANE IBKE LANE NOTE: RETAINING WALL ON TURN LANE HANDRAIL EAST SIDE ENDS AT STA 1900. AR 5.00' 6.50' 11.50' 12.00' 12.00' 11.50' 5.00' 8.00' VAR 4,T 6" STANDARD CURB ITYP) PROFILE GRADE 6" STANDARD NOTE: REFER TO PLANS FOR RETAINING *'l 'N �V'" NOTE REFER TO PLANS FOR INTERSECTION WALL LOCATIONS WITHIN MALL DRIVE INTERSECTION. 1 4.02 REFER 70 3" CURB CURB (TYP) TURN LANE 1 A A` AND PARKING LOT DETAILS. TRANSVERSE JOINT: CD A7 15' SPACING 2.01 �� >r. '. .;- .•. 6- PCC NOTE: REFER TO PLANS FOR INTERSECTION Y?r:SR': ��R;��':'O"b"•'o"h""' " 6;`'t:a: b:=6'.;0;: h:=6 3.00' 11.50' NOTE` LONGITUDINAL JOINT: L-2 AND KT -2 4" PCC SIDEWALK 6" PCC 6" PCC SIDEWALK TRANS VERSE JOINT: CD AT 15' SPACING POROUS BACKFILL (TYP)-:71 TYP)1-6" MODIFIED SUBBASE 4" SUBDRA)N (TVP) g 9" PCC PAVEMENT N TYPICAL SECTION FIRST AVENUE STA. 16+90.00 TO 17+82.61 HANDRAIL 6" PCC PAVEMENTS VAR 700• NOTE: RETAINING WALL ON HANDRAIL EAST SIDE ENDS AT STA 1900. HANDRAIL 5.50' 12.00' 12.00' 12.00' 5.50' 4,T BIKE LANE THROUGH LANE TWO-WAY LEFT THROUGH LANE BALE LANE NOTE: LONGITUDINAL JOINT: L-2 AND KT -2 REFER 70 3" CURB � TURN LANE TRANSVERSE JOINT: CD A7 15' SPACING DETAIL SHEET B.5 >r. 6- PCC NOTE: REFER TO PLANS FOR INTERSECTION .00' 11.50' 12.00' 12.00' 11.50' 5.00' 8.00' VAR. PAVEMENT AND PARKING LOT DETAILS. 6" PCC NOTE: BACKSLOPE GRADING WITHIN RAILROAD SIDEWALK 6" STANDARD 6" STANDARD VARIES FOR RAILROAD EMBANKMENT. REFER 4 CURB /7YP) PROFILE GRADE CURB (TYP) ,4� REFER TO PLANS FOR DETAILS. TO VRETAINING Oi 4 .OX i•s WALL SHEETS �0.. X2,01, -4 . 2 ..: •.. .lam..:. REFER TO V SHEETS • •.. .. .., .. "�"•.:': q:RF b52Yr7i�=., . 300' ' NOT PLANS KING LOT E: REFER TO FOR PAR h -":-:a': h:+p::a: h:6 Em DETAILS. RETAINING WALL REFER TO V SHEETS -:T 0 6" MODIFIED SUBBASE m v . SPECIAL BACKFILL 9" PCC PAVEMENT g 6" PCC SHOULDER er 6" PCC SIDEWALK 4" SUBDRAIN (TYP) FUTURE PRIVATE UTILITY CORRIDOR n Y POROUS BACKFILL (TYP) TYPICAL SECTION 7" -_ FIRST AVENUE - STA. 17+82.61 TO 19+71.28 VARIES REFER TO 3" CURB DETAIL SHEET B.5 NOTE: TYPICAL SECTION HANDRAIL LIMITS THE LROAD RAILROAD BRIDGE 5.50' 12.00' 12.00' 12.00' 5.50' BRIDGE VIARY. REFERTHIN TO PLANS ABUTMENT AND FOOTING BIKE LANE THROUGH LANE TWO-WAY LEFT THROUGH LANE BALE LANE FOR DETAILS. TURN LANE 6" PCC •W' 11.50 12.00 12.00 11.50 5.00 VARIES NOTE: JOINT: IL-2 AND KT -2 SIDEWALK (8.00' MIN.) TRANSVERSE JOINT: CD AT 15' SPACING TRANSVERSE REFER 6" STANDARD 6" STANDARD RAILROAD BRIDGE TO V SHEETS 4.OY. CURB (TYP) PROFILE GRADE CURB (TYP) ABUTMENT AND 4 �.5Z FOOTING 4 NOTE: BACKSLOPE GRADING WITHIN RAILROAD 2.0% 20R VARIES FOR RAILROAD EMBANKMENT. ,; ., 3..:+•. REFER TO PLANS FOR DETAILS. 6" PCC SIDEWALK 0 6" MODIFIED SUBBASE 0 SPECIAL BACKFILL 9" PCC PAVEMENT 6" PCC SHOULDER 4" SUBDRNN (TYP) FUTURE PRIVATE UTILITY CORRIDOR POROUS BACKFLL (TYP) TYPICAL SECTION FIRST AVENUE UNDER RAILROAD BRIDGE ENGLISH IOWA DOT DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER ell BTJ 12/22/2014 J+\2014_Proloeb\114.0213\CaCC\CO-1140213_BO1.o9n •.,,,,.,_, -;,,-,-1.1-1 1 im Snvoer 1'20 NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. HANDRAIL REFER TO 3" CURB DETAIL SHEET 8.5 RETAINING WALL REFER TO V SHEETS— ANEI THROUGH LANE I TWO-WAY LEFT TURN LME 17.5' 12.00' 6" STANDARD PROFILE GRADE CURB (TYP) L-6" MODIFIED SUBBASE BACKFILL 9" PCC PAVEMENT SHOULDER TYPICAL SECTION FIRST AVENUE STA. 20+69.13 TO 23+09.60 6" STANDARD CURB (TYP) 6" PCC �6" MODIFIED SUBBASE BACKFILL 9" PCC PAVEMENT SHOULDER TYPICAL SECTION FIRST AVENUE STA. 23+09.60 TO 23+96.58 RIGHT TURN LME ANEI THROUGH LANE I TWO-WAY LEFT I THROUGH LANE IBIKE LANE TURN LME 11.50' 12.00' 12.00' VARIES 6" STANDARD 6" STANDARD PROFILE GRADE CURB (TYR) CURB (TYP) NOTE: LONGITUDINAL JOINT: L-2 AND KT -2 TRANSVERSE JOINT: CD AT 15' SPACING NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. 6" PCC SIDEWALK - FUTUREUTURE PRIVATE UTILITY CORRIDOR POROUS BACKFILL (TYP) -4" SUBDRAIN (TYP) NOTE: LONGITUDINAL JOINT: L-2 AND K7-2 TRANSVERSE JOINT: CO AT 15' SPACING L6" PCC SIDEWALK Mk—FUTURE PRIVATE UTILITY CORRIDOR 'OROUS BACKFILL (TYP) 4" SUBDRAIN (TYP) h� t-� Ca n ,d ::71 r. -- W •_D i'-9.00' 'E' JOINT NOTE: REFER TO PLANS FOR INTERSECTION ►•� DETAILS. gyyE 6" PCC SIDEWALK NOTE: LONGITUDINAL JOINT: L-2 AND KT -2 FUTURE PRIVATE UTILITY CORRIDOR TRANSVERSE JOINT: CD AT 15' SPACING U I L L-6" MODIFIED SUBBASE POROUS BACKFILL (TYP) " PCC PAVEMENT o 4" SUBDRAIN (TYP) N TYPICAL SECTION FIRST AVENUE STA. 23+98.58 TO 25+25.00 ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY IPROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER 8,2 eu 12/22/2014 J:\2014_Praieale\n1.02LT\Caa3\CD—n40213_BO2.aan _._.... _._...... __. Sanaa, 120 BIKE LANE THROUGH LANE I TWO-WAY LEFT I THROUGH LANE (BIKE REFER TO 3" CURB TURN LANE DETAIL SHEET 8.5 .00' 11.5' 12.00' 12.00' 11.50' 6" PCC SIDEWALK REFER 6" STANDARD 6" STANDARD TO V 4.OX CURB (TYP) PROFILE GRADE CURB ITYPI SHEETS + 2 RETAINING WALL REFER t0 V SHEETS- - ..�..k. 6" PCC �6" MODIFIED SUBBASE BACKFILL 9" PCC PAVEMENT SHOULDER TYPICAL SECTION FIRST AVENUE STA. 23+09.60 TO 23+96.58 RIGHT TURN LME ANEI THROUGH LANE I TWO-WAY LEFT I THROUGH LANE IBIKE LANE TURN LME 11.50' 12.00' 12.00' VARIES 6" STANDARD 6" STANDARD PROFILE GRADE CURB (TYR) CURB (TYP) NOTE: LONGITUDINAL JOINT: L-2 AND KT -2 TRANSVERSE JOINT: CD AT 15' SPACING NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. 6" PCC SIDEWALK - FUTUREUTURE PRIVATE UTILITY CORRIDOR POROUS BACKFILL (TYP) -4" SUBDRAIN (TYP) NOTE: LONGITUDINAL JOINT: L-2 AND K7-2 TRANSVERSE JOINT: CO AT 15' SPACING L6" PCC SIDEWALK Mk—FUTURE PRIVATE UTILITY CORRIDOR 'OROUS BACKFILL (TYP) 4" SUBDRAIN (TYP) h� t-� Ca n ,d ::71 r. -- W •_D i'-9.00' 'E' JOINT NOTE: REFER TO PLANS FOR INTERSECTION ►•� DETAILS. gyyE 6" PCC SIDEWALK NOTE: LONGITUDINAL JOINT: L-2 AND KT -2 FUTURE PRIVATE UTILITY CORRIDOR TRANSVERSE JOINT: CD AT 15' SPACING U I L L-6" MODIFIED SUBBASE POROUS BACKFILL (TYP) " PCC PAVEMENT o 4" SUBDRAIN (TYP) N TYPICAL SECTION FIRST AVENUE STA. 23+98.58 TO 25+25.00 ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY IPROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER 8,2 eu 12/22/2014 J:\2014_Praieale\n1.02LT\Caa3\CD—n40213_BO2.aan _._.... _._...... __. Sanaa, 120 6" PCC SIDEWALK B" PCC PAI 6" MODIFIED 6.00' NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. 6" PCC NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. 7" PCC PA' 6" MODIFIED TYPICAL SECTION MALL DRIVE STA 215+80.00 TO 217+60.70 6" STANDARD CURB (TYP)- L4" PCC SIDEWALK POROUS BACKFILL (TYP) 4" SUBORAIN (TYP) POROUS BACKFILL (TYP) 4" SUBDRAIN (TYP) NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. NOTE LONGITUDINAL JOINT: L-1 AND KT -1 TRANSVERSE JOINT:C AT 15'SPAC14G TYPICAL SECTION 6" PCC PAVEMENT -I SCHOOL ENTRANCE JUNIOR HIGH STA. 322+90.00 TO 325+25.00 VARIES 5.00' VARIES 12.50' 12.50' 7.00' 4.00' 1 NOTE REFER TO PLANS FOR INTERSECTION NOTE: REFER TO PLANS FOR INTERSECTION <r i DETAILS. DETAILS. .00'-6.00'6" STANDARD 6" STANDARD w AYA 19 SM 10 4(I• e, O!P 1 M• 1 �% 4.0/ CURB (TYP) CURB (TYPI 4 0% 1.5Z A`, NOTE+RETANING WALL CONSTRUCTION RETAMWG WALL '^ 2OY, "' '"" Ak4. NOTES LONGITUDINAL JOINTS L-2 AND KT -2 TRANSVERSE JOINT:CD AT 15'SPACING CONTINUES TO STA 215+81.00. REFER TO V SHEETS--,_3.On• - ;;, ,,, ;g;:; a0'r1;<•; .. ;g_-.:, ._. +' 3.00' _ 6" PCC SIDEWALK B" PCC PAI 6" MODIFIED 6.00' NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. 6" PCC NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. 7" PCC PA' 6" MODIFIED TYPICAL SECTION MALL DRIVE STA 215+80.00 TO 217+60.70 6" STANDARD CURB (TYP)- L4" PCC SIDEWALK POROUS BACKFILL (TYP) 4" SUBORAIN (TYP) POROUS BACKFILL (TYP) 4" SUBDRAIN (TYP) NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. NOTE LONGITUDINAL JOINT: L-1 AND KT -1 TRANSVERSE JOINT:C AT 15'SPAC14G TYPICAL SECTION SCHOOL ENTRANCE JUNIOR HIGH STA. 322+90.00 TO 325+25.00 <r i -v w 19 SM 10 4(I• e, O!P 1 M• 1 �% ANDARD (TYP) L-6" MODIFIED SUBBASE POROUS BACKFILL (TYP) 7" PCC PAVEMENT 2f-%--4" SUBDRAIN (TYP) TYPICAL SECTION SCHOOL EXIT JUNIOR HIGH STA 350+37.50 TO 351+25.00 NOTE: REFER TO PLANS FOR INTERSECTION DETAILS. NOTE: LONGITUDINAL JOINT: L-1 AND KT -1 TRANSVERSE JOINT:C AT 15'SPACING ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -37I516361--70-52 SHEET NUMBER B.3 BTJ 12/22/2014 J:%2014_P.ojec(o%n4.0213%Codd%CD_1140213-003.ege 1-- ...... Y %oec\eole.:el Serge. NOTE: ROADWAY CONTRACTOR RESPONSIBLE FOR WORK UP TO TOP OF SUBBALLAST GRADE FOR MAINLINE IAIS AND SHOOFLY ALIGNMENTS. IRIS TO PERFORM REMAINING WORK. SHOOFLY VARIES TEMPORARY SHOOFLY OR EXISTING SOUTH TRACK PROFILE PROFILE 115 RE WELDED RAIL (TYP) GRADE GRADE 7"x8"z8.5' TIMBER TIE (TYP) J.. , BALLAST 2" STONE FILL MATERIPL EXISTING GRADE TYPICAL SECTION COMPLETED IRIS TRACKS STA 22403+34.30 TO 22411+64.03 Q SHOOFLY S08TH VARIES TR K7.50, 13.50' NOTE: ROADWAY CONTRACTOR _ RESPONSIBLE FOR WORK UP TO TOP OF SUBBALLAST GRADE FOR MAINLINE IAIS AND SHOOFLY ALIGNMENTS. IAIS TO PERFORM ¢ g REMAINING WORK. FILL MATERIPL TEMPORPRY -------- SHOOFLY 4 SUBBALLAST 1" STONE 115 RE WELDED RAL (TYP) PROFILE GRADE 7"x9"xB.5' TIMBER TIE (TYP) -.. .a. BALLAST 2" STONE GRADE SUBBALLAST 1" STONE 2 O(Y" TYPICAL SECTION COMPLETED IAIS TRACKS STA 22411+64.03 TO 22435+.30.00 100.00- RAILROAD ROW ea N o ctt T 4. SHOOFLY VARIES U 13.50' 7.50' 7.50' 13.50' NOTE: REFER TO F SHEETS FOR 10.00' VARIES 11. 00, 115 RE WELDED Ri (TYP) -' C 7 ADDITIONAL TYPICALS RELATED TO RAILROAD AND DETOUR 9' TYPICAL PROFILE \D SHOOFLY ROADWAY GRADE 7"x9"xB.S' TIMBER TIE (TYP) J7 NOTE: ROADWAY CONTRACTOR BALLAST 2" STONE RESPONSIBLE FOR WORK UP .� ,y, TO TOP OF SUBBALLAST GRADE 'U yv'� 12 12 / A FOR MAINLINE ISIS AND SHOOFLY Cg' ALIGNMENTS. PERFORM J I" 1" STONE 1� REMAINING WORK.FILLMATE� VR CAI�111'N SOUTH TRACK TYPICAL SECTION CONSTRUCTION OF EACH TRACK SEPARATELY STA. 12393+00 TO 12434+20 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715110611-70-52 SHEET NUMBER 8.4 MJC 12/22/2014 J:\2014_Proiecte\114.0213\Codd\CD_1140213_604.Cyn Y.\—mi n.l„°.°\Rina rrn.\VWRWHmfweinMPRF.nItcfa Y:\pen\Cote.tel 9.yare "oo BTJ 12/22/2014 Jz\2014 Projects\114.0213\Gadd\CD 114U213-BU5.dgn Y;\prin t -driver s\Black -Gray \V8mWHoltWeigbtPDF.pAcfg ripen Temporary Crash Cushion L 8212 2 Shoulder Shoulder Temporary Crash Cus Traffic 0 © O O O Q © =T�rafftc TrafficLOCATION STATION W Shoulder Shoulder Approach Storage Area (minimum 20') Work Limits Trailing Storage Area (minimum 20') -t 50' AA WL TA 50' Q is ess than l width @O Mork Area signringOas perStandard Road,Plantall TC -81. A Q 1 5 10 AA WL TA LO Anchored W I Remarks Station Side Feet Feet Feet Feet % O'-5" 1'-8" 3'-9" 20+00.00 LT 0 384 0 459 X STAGE 1 TEMPORARY CONCRETE BARRIER LAYOUT BARRIER OFFSETS FOR FLARE SECTIONS 22.25.00 LT 19467.72 LT 0 515 12.5 614 X X STAGE 3 20 56 16 192 X STAGE SA for Two -Way Traffic Existing R.. .8. Culvert Existing R.C.P. Culvert 4315 Required Injection Points © I INLET SIDE Pavement Width Pavement Width OUTLET SIDE 04-15.08 Temporary E xisting R.C.B. 30' Earth O or R.C.P. Height Berm Temporary O 2 1 Earth Berm 4 2 � I I I 1 Diameter a 2 Not in 1 2 avemem P..--8-0,t90, 3 3 6„ —^ = - 2 1 90Not Section along Culvert 3 Width 3 2 in I Height +2' Section thru culvert pavement W. 80. 2' Tap of opening —� 120, Cap subdraln 4 3 Not In 2 Not m 1 QI Flovable Mortar. Q4" subdraln at flovllre elevation of culvert shall be extended Into the culvert a distance of 2' the height of the culvert. Granular Back(III covers subdrato and extends an additional 2'. Q Removal of headwall, may be repared. DETAILS OF CULVERT ABANDONMENT WITH FLOWABLE MORTAR pavement pavement max 80' maw 80' I max 80' Q Granular Backfill. plus Subdraln and gn=lar backfill are Incidental to Flovable mortar. ©Outlet shall be filled (Irrt. See Injection point detail for additional Information. (Rectangular structures less than 8' 1n either height or width. Q4 Ends of cullert 91a11 be plugged suFFlnently to retain rlpwable mortar. Circular structures less than 10' Dia.) I 120'4 Temporary earth berm are Incidental to Flovable mortar. -q 6- q - -I T_ s SLOPE AS 112" '— .PER PLANS cn J3 72" a' CD 3" CURB SIDEWALK s ON RETAINING WALL SHARED ROAD SYMBOL ca \ ENGLISH I IOWA DOT I DESIGN TEAM psi SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER 0,5 BTJ 12/22/2014 Jz\2014 Projects\114.0213\Gadd\CD 114U213-BU5.dgn Y;\prin t -driver s\Black -Gray \V8mWHoltWeigbtPDF.pAcfg ripen Item No. I Item Code ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) Item 2 '�. 2102-0425070 SPECIAL BACKFILL _. 3 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW 8194 4 2105-8425015 TOPSOIL, STRIP SALVAGE AND SPREAD 980 5 2113-0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID 1505.1_ 6 _ 2115-0100000 MODIFIED SUBBASE 2123 7 _2121-7425010 GRANULAR SHOULDERS, TYPE A 28 8 2122-5190006 PAVED SHOULDER, P.C. CONCRETE 6" 403 _ 9 2123-7450020 SHOULDER FINISHING, EARTH 8_ 8 10 _ 2301-1033070 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, _ CLASS 3 DURABILITY, 7 IN. 11 2301-.1033080 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENTI CLASS C, CLASS 3 DURABILITY, 8 IN. 12 2381-1033090 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. 13 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES 14 2304-0100000 DETOUR PAVEMENT, 7 INCH PCC OR 8 INCH HMA 15 2315-8275025 SURFACING, DRIVEWAY, CLASS A CRUSHED STONE 16 2401-6745650 REMOVAL OF EXISTING STRUCTURES 17 2402-0425031 GRANULAR BACKFILL 18 2402-0875150 COMPACTION WITH MOISTURE CONTROL (STRUCTURES) 19 2402-2725005 FOUNDATION TREATMENT MATERIAL 20 2403-0100000 CONCRETE, STRUCTURAL (MISC) 21 2403-0100010 CONCRETE, STRUCTURAL (BRIDGE) 22 2404-7775000 STEEL, REINFORCING 23 2404-7775005 STEEL, REINFORCING, EPDXY COATED 24 2405-2705000 EXCAVATE AND DEWATER 25 2408-7800000 STRUCTURAL STEEL 26 2414-6446100 ALUMIINUM PEDESTRIAN HAND RAILING 27 2414-6460000 ORNAMENTAL METAL RAILING 28 2416-0100015 APRONS, CONCRETE, 15 IN. DIA. 29 2416-0100024 APRONS, CONCRETE, 24 IN. DIA. 30 2416-0100030 APRONS, CONCRETE, 30 IN. DIA. 31 2416-0100036 _ APRONS, CONCRETE, 36 IN. DIA. 32 2435-0140148 MANHOLE, STORM SEWER, SW -401, 48 IN. _ 33 2435-0140160 MANHOLE, STORM SEWER, SW -401, 60 IN. 34 2435-0140172 MANHOLE, STORM SEWER, SW -401, 72 IN. 35 2435-0250900 INTAKE, SW 509 36 2435-0251224 INTAKE, SW 512, 24 IN. _ 37 2435-0254100 INTAKE, SW -541 38 I. 2435-0254200 EXTENSION UNIT, SW -542 39 1 2435-0600020 MANHOLE AD3USTMENT, MA30R 40 2499-9000000 MODULAR EXPANSION JOINT ASSEMBLE 41-1 2501-0201057 PILE, STEEL, HE 10XS7 42 ! 2501-0201253 PILE, STEEL, HP 12X53 _ 43 - 2501-0201284 PILE, STEEL, HP 12X84 44 2501-5775001 PILING, STEEL SHEETING 45 2501-8400170 TEMPORARY SHORING 46 2502-8212034 SUBDRAIN, LONGITUDINAL, (SHOULDER) 4 IN. DIA. 47 2502-8213108 SUBDRAIN, PVC, STANDARD, NON -PERFORATED, 8 IN. 48 1 2502-8220193 SUBDRAIN OUTLET, RF -19C 49 2503-0114215 STORM SEWER GRAVITY MP.IN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 15 IN. 50 STORM SEWER GRAVITY fMIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), _2503-0114218 2000D (CLASS III), 18 IN. 51 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 24 IN. 52 2583-0114230 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 30 IN. 53. 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 36 IN. 54 2503-0114436 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 30000 (CLASS IV), 36 IN. 55 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. 56 2504-0240036 REMOVE SANITARY SEWER LESS THAN OR EQUAL TO 36 IN. 572506-49 FLOWABLE MORTAR 58 2507-6800061 REVETMENT, CLASS E 59 2510-6745850 REMOVAL OF PAVEMENT 60 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES 61 2511-6745900 REMOVAL OF SIDEWALK 62 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. 63 2511-7526006 SIDEWALK, P.C. CONCRETE, 6 IN. 64 2511-7528101 DETECTABLE WARNING 65 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. 66 2515-6745600 REMOVAL OF PAVED DRIVEWAY 67 2518-6910000 SAFETY CLOSURE 68 2519-1002048 FENCE, CHAIN LINK, 48 IN. HEIGHT 69 2519-1003072 FENCE, CHAIN LINK WITH SECURITY TOP, 72 IN. HEIGHT 70 2519-4200190 REMOVAL OF FENCE, AS PER PLAN Unit CV TON Division 1: Roadway Work and RR Work For P/G Spur Where Storm Sewer Crossing (Participating) Division 2: Conduit and Handhole For Private Utilities (Non -Participating) 87_ �_ 87 _ 35555 1 35555 21.9 1 21. LS 1 SY 2282 'TON 500 LS 1 4TON 8194 CV _ 1971 TON 924 CV 1505.1 Cy819 LB 134376 LB 252887_ LS 1 _1 LB 321724 LF 166 LF 1543 —t EACH 1 1 2282 500_ 1 _. _ 72 8194 980 -- 1971 980 924_ 1140 1505.1_ _ 819 134376 _ 252887_ 1 _ 321724 166 _ _ 1543 1 2123 2123 375 375 28 28 EACH EACH EACH EACH EACH LF LF LF LF SF LS TON SV EACH SV SY SY SF SY SV EACH LF LF LF 5 5 4 4 4 4 1 1 4 4 9 9 7 7 9 9 3680 419 3680 3640 72 3640 980 _ 980 1140 1140 1 1 2123 2123 375 375 28 28 403 403 499 419 499 744 72 _ 744 1032.8 114 1032.8 363 8 363 599 1493.6 ! 599 419 419 160 - 160 72 72 114 114 7736.9 7736.9 8 8 1493.6 1493.6 ! 528 _ 528 _ 1196.3 1196.3 330 _ 330 1872 1872 _ 1872 1872 8_ 8 150 150 - - 125 125 334 334 I g ENGLISH I IOWA DOT I DESIGN TEAM Snyder & Assosciates, Inc. I Johnson COUNTY IPROIECT NUMBER STP -U-3715(636)--70-52 ISHEET NUMBER C.1 ESTIMATED PROJECT QUANTITIES UP TO A 5 DIVISION PROJECT Item No. Item Code I Item Unit 73 2525-0000120 REMOVAL OF TRAFFIC SIGNALIZAT ION LS 74 2526-8285000 _ CONSTRUCTION SURVEY LS 75 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED 76 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE _STA STA 77 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED 78 2527-9263143 _-EACH PAINTED SYMBOLS AND LEGENDS, DURABLE EACH 79 2527-9270111 _ GROOVES CUT FOR PAVEMENT MARKINGS STA Be 2527-9270120 _ _ GROOVES CUT FOR SYMBOLS AND LEGENDS EACH 81 2528-8400048 _ TEMPORARY BARRIER RAIL, CONCRETE._ LF 82 2528-8445110 TRAFFIC CONTROL 83 2528-8445113 _ FLAGGER _LS EACH 84,, 2528-9290050 _ PORTABLE DYNAMIC MESSGE SIGN (PDMS) _ CDAY 85 _ 2533-4980005 MOBILIZATION LS 862552-0000300 _ TRENCH COMPACTION TESTING LS 87 2554-0112016 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 16 IN. LF 88 2554-0142016 WATER MAIN WITH CASING PIPE, TRENCHLE55, DUCTILE IRON PIPE (DIP), LF 16 IN. 89 _2554-0203000 FITTINGS BY WEIGHT, DUCTILE IRON 90 2554-0206000 _ VALVE, BUTTERFLY, DIP, 16 IN _LBS EACH 91 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 922595-0450079 -- .... ----tEACH RAILROAD SUBBALLAST, FURNISH AND PLACE !. TON 93 2595-0450081 RAILROAD BALLAST -I TON 94 2599-9999005 INTAKE, SPECIAL, SIDEWALK, PER PLANS EACH 95 2599-9999005 MANHOLE, SPECIAL, RECTANGULAR WITH DECK AT SURFACE, PER PLANS EACH 96 2599-9999005 OUTLET STRUCTURE, PER PLANS EACH 97 2599-9999005 TYPE III, 30"x48" PRE -CAST POLYMER -CONCRETE HANDHOLE EACH 98 2599-9999009 FENCE, TEMPORARY SECURITY, AS PER PLAN LF 99 2599-9999009 JOINT UTILITY CONDUIT, 4 INCH LF 100 2599-9999009 REMOVAL, SALVALGE, AND RELAY EXISTING RAIL (RAILROAD) LF 101 2599-9999009 REMOVAL OF WATER MAIN PIPE LESS THAN OR EQUAL TO 24 INCHES LF 102 2599-9999010 REMOVE, SALVAGE AND REINSTALL BUSINESS SIGN, 18+03 LS 103 2599-9999010 REMOVE, SALVAGE AND REINSTALL BUSINESS SIGN, 19+41 LS 104 2599-9999010 REMOVE, SALVAGE AND REINSTALL SCHOOL SIGN, 23.68 LS 105 2599-9999010 STREET LIGHTING LS 106 2599-9999010 TEMPORARY TRAFFIC SIGNALIZATION LS 107 2599-9999014 ASPHALT PLANK SF 108 2599-9999014 FLOW TRANSIS_TIO.N MAT SF 109 2599-9999014 STEPS SF 110 2599-9999014 WATERPROOFING MEMBRANE SF 111 2601-2634100 MULCHING ACRE 112 2601-2634150 MULCHING, WOOD CELLULOSE FIBER ACRE 113 2601-2636044 SEEDING AND FERTILIZING (URBAN):. ACRE 114 2601-2638352 SLOPE PROTECTION, WOOD EXCELSIOR MAT '.. SQ 115 2601-2639010 SODDING SQ 116 2601-2640350 SPECIAL DITCH CONTROL, WOOD EXCELSIOR MAT SQ 117 2601-2642120 STABILIZING CROP - SEEDING AND FERTILZING (URBAN) ACRE 118 2601-2643110 WATERING FOR SOD, SPECIAL DITCH CONTROL, OR SLOPE PROTECTION MGAL 119 2601-2643300 MOBILIZATION FOR WATERING EACH 120 2601-2643412 TURF REINFORCEMENT MAT, TYPE 2 SQ 121 2602-0000020 SILT FENCE LF 122 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 123 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 124 2602-0000306 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 6 IN. DIA. LF 125 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 126 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 127 2602-0010020 MOBILIZATIONS,, EMERGENCY EROSION CONTROL EACH Iowa Interstate Railroad Quantites (By Others) 2595-6470000 RAIL (RAILROAD) TLF 2595-7400100 REMOVAL OF RAILROAD CROSSING LS 2595-7400200 REMOVAL OF RAILROAD TRACK TLF 2599-9999005 RAILROAD TURNOUT, NO. 9 EACH 2599-9999005 RAILROAD TURNOUT, NO. 15 EACH 2599-9999009 REALIGN EXISTING RAIL (RAILROAD) LF IAI5 Work Note: Quantities under this column are for informaional purposes only and not part of this contract. This work shall be completed by others. Contractor is required to coordinate with IA Interstate Railroad on said work. Division 1: Division 2: 1 1 41.8 94.3 2 14 94.3 16 1489 1 30 140 1 1 721 110 Roadway Work and RR work for P/G Spur Where Storm Sewer Crossing (Participating) Conduit and Handhole For Private Utilities (Won -Participating) 1702 2 3 9960 145 1 1 1 2 130 2520 146 1299 11618 11618 17 1162 1180 1180 15 4 1 30 140 1 145 1 1 1 1299 1 1 7.1 7.1 382 267.7 13.9 407.4 18 38.2 11618 11618 1162 _ 1180 1180 _.. 15.x._. 04-17 3474 U ri _n I ENGLISH I IOWA DOT I DESIGN TEAM Snyder & Assosciates, Inc. I Johnson COUNTY (PROJECT NUMBER STP -U-3715(636)--70-52 (SHEET NUMBER C.2 I I 12/23/2014 11:44:04 M1 .,Clark J:\3014_Pro]eCt5\114.0213\Ca04\1140213_CO2.xism 100-4A 100-4A 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description 1 2101-0850001 CLEARING AND GRUBBING 28 2416-0100015 APRONS, CONCRETE, 15 IN. DLA. This area includes disturbed limits within the project with area clearing and grubbing along Railroad. 29 2416-0100024 APRONS, CONCRETE, 24 IN. DIA. Portions of project have been cleard and the contractor is encouraged to visit the site to become 30 2416-0100030 APRONS, CONCRETE, 30 IN. DIA. familiar with work involved. _ 31 2416-0100036 APRONS,_CONCRETE, 36 IN. DIA. Refer to Tabulations on Sheet M.1 and plan and profile on the M Sheets. Tie last three (3) sections of 2 2102-0425070 SPECIAL BACKFILL pipe to .apron with tie rods per Type 2 on RF-14. Apron guards are considered incidental to these items. Use for shoulder base and subbase as shown in the plans. Refer to typical sections on the B Sheets for _ additional information. 32 2435-0140148 MANHOLE, STORM SEWER, SW-401, 48 IN. 33 2435-0140160 MANHOLE, STORM SEWER, SW-401, 60 IN. 3 2102-2710070 EXCAVATION, CLASS 10, ROADWAY AND BORROW 34 2435-0140172 MANHOLE, STORM SEWER, SW-401, 72 IN. Quantity includes 35,555 CY adjusted cut and 17,914 CY adjusted fill + 30% shrink for a net waste of 17,641 35 2435-0250900 INTAKE, SW-509 CY. Refer to Tab. 107-29, Sheet T.1 for information. Removal of existing granular material is incidental to 36 2435-0251224 INTAKE, SW-512, 24 IN. r_ this item. Item includes protection of existing features as noted in the Plans. There will be no additional 37 2435-0254100 INTAKE, SW-541 compensation for overhaul of excavated materials. Dewatering for this project will be covered under bid item 38 2435-0254200 EXTENSION UNIT, SW-542�� _ "Excavate and Dewater". Refer to M Sheets for locations and. additional information.. -11 1 4 TOPSOIL, STRIP SALVAGE AND SPREAD 39 2435-0600020 MANHOLE ADJUSTMENT, MAJOR J _2105-8425015 Payment will be based on contract. quantity. Quantity is based on 8 inch cut depth over all vegetative Refer to tabulation 104-10 on C Sheets and D. E, and R Sheets for locations. disturbed areas. Topsoil placement to be a uniform 6 inches over all seeded/sodded areas. Quantity includes; 5,350 CV of strip and 5,127 CY of placement +30% shrink for a net waste of 223 CY. 40 2499-9000000 MODULAR EXPANSION JOINT ASSEMBLY There will be no additional compensation for overhaul of excess materials. 41 2501-0201057 PILE, STEEL, HP 10X57_ 42 2501-0201253 PILE, STEEL, HP 12X53 5 2113-0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID 43 2501-0201284 PILE, STEEL, HP 12X84_ Place material over existing utilities with vertical clearance issues or as directed by the Engineer when 44 2501-5775000 PILE, STEEL SHEETING stabilization is required based on site conditions. Coordinate with Engineer prior to using this item. 45 2501-8400170 TEMPORARY SHORING Refer to V sheets for additional information. 7 2121-7425010 GRANULAR SHOULDER, TYPE A i _ Refer to F Sheets for locations and typical sections. Use for granular shoulder along detour roadway. 46 2502-8212034 SUBDRAIN, LONGITUDINAL, (SHOULDER) 4 IN. DIA. Quantity is based on 6" uniform depth at 140 lb/CF. Refer to Tab 104-9 on the C Sheets. 8 2122-5190006 PAVED SHOULDER, P.C. CONCRETE 6" 47 2502-8213108 SUBDRAIN, PVC, STANDARD, NON-PERFORATED, 8 IN. Refer to typical sections on B Sheets. Certified Plant inspection is required for this Item. Refer to Tab 104-5C on the C Sheets. Use to connect the lower wall sidewalk drainage to the storm sewer system, to connect the upper wall area intakes to the storm sewer system, and for temporary drainage during 10 2301-1033070 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 7 IN. construction. Included in this item is the drop in casting and PCC cap as per detail on U Sheets, temporary 11 2301-1033080 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8 IN. detour drainage, fittings, and connection to existing. intakes. _ 12 2301-1033090 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. . Iowa Department of Transportation Standard Specification Section 2316 ScheduleSmoothness is applied 48 2502-8220193 SUBDRAIN OUTLET, RF-19C ,_B ' to all mainline paving. Refer to typical sections on B Sheets for locations of specified thicknesses. Refer to Tab 104-9 on the C Sheets. Certified plant inspection is required for these items. Portions of these items are under incentive payments. 49 2503-0114215 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 15 IN. 14 2304-0180000 DETOUR PAVEMENT 7 INCH PCC OR 8 INCH HMA 50 2503-0114218 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 18 IN. Use for temporary paving between staged construction and 1st Avenue detour route as shown in the F Sheets or as 51 2503-0114224 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 24 IN. directed by the Engineer. Portions of this item are under incentive payments. 52 2503-0114230 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 30 IN. 53 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 36 IN. 15 2315-8275025 SURFACING, DRIVEWAY 54 2503-0114236 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 3000D (CLASS IV), 36 IN. _ Use for temporary access to properties and pedestrian paths required during construction Class A crushed stone Refer to M Sheets for locations and additional information. Joints shall be gasketed per Iowa DOT shall be used. Coordinate with Engineer prior to use of this item. Temporary pedestrian paths shall be firm, Specifications Section 2503. stable, slip resistant, and five feet minimum width at all times. 55 2503-0200036. REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. 16 2401-6745650 REMOVAL OF EXISTING STRUCTURES 56 2504-0240036 ''.. REMOVE SANITARY SEWER LESS THAN OR EQUAL TO 36 IN. This item includes removal of existing retaining walls as noted on the R Sheets. Refer to Tab 110-2. Refer to tabulation 110-14 on C Sheets. Item includes disposal of material offsite. Removal of existing storm sewer aprons is incidental to this item. 17 2402-0425031 GRANULAR BACKFILL _ Refer to V sheets for additional information. 57 2406-4984000 FLOWABLE MORTAR Refer to Tab 110-14 on the C Sheets. This item to be used for abandonment of existing storm sewer. 18 2402-0875150 COMPACTION WITH MOISTURE CONTROL (STRUCTURES) Contractor to coordinate the abandonment with the temporary drainage from staged construction. Use for backfill of bridge abutments and wingwalls to bottom of subballast grade or top of structure. Refer to typical sections on B Sheets. Certified Plant inspection is required for this item. 19 2402-2725005 FOUNDATION TREATMENT MATERIAL_ _. 58 2507-6800061 REVETMENT, CLASS E ! Refer to V sheets for additional information. Refer to M Sheets and U Sheets for locations. 20 2403-0100000 CONCRETE, STRUCTURAL (MISC) 59 2510-6745850 REMOVAL OF PAVEMENT _ Certified plant inspection is required for this item. Refer to V sheets for additional information. Refer to tab 110-1 on C Sheets. This includes removal of. pavement along. lst Avenue, Mall Drive, and removal of detour pavement, 21 2403-0100010 CONCRETE, STRUCTURAL (BRIDGE) _ Certified plant inspection 1s required for this item. Refer to V sheets for additional information. 60 2510-67450600 REMOVAL OF INTAKES AND UTILITY ACCESSES _ Refer to tab 110-15 on C Sheets. Refer to D. E, and R Sheets for locations. 22 2404-7775000 STEEL, REINFORCING 23 2.4.04-7775005 STEEL, REINFORCING, EPDXY COATED 61 2511-6745900 REMOVAL OF SIDEWALK Refer to V sheets for additional information. Refer to R Sheets for locations and refer to tab 110-5 on C Sheets. 24 2405-2705000 EXCAVATE AND DEWATER 62 2511-7526004 SIDEWALK, P.C. CONCRETE, 4 IN. This item includes Class 20 excavation for retaining wall construction, bridge footings, and other structures.}r Refer to typical sections on B Sheets. Certified Plant inspection is required for this item. This item also includes dewatering for the entire project. Excavation for roadway shall be included _ in Excavation, Class 10 bid item. Estimated quantity for Class 20 includes: 6,183 CY (wall) and 3,006 CY 632511-_7526006 SIDEWALK, P.C. CONCRETE, 6 IN. (bridge) for a total of 9,189 CY Refer to D, E, L, and F Sheets for locations and tabulations on C Sheets. Includes reinforced approach section near bridge footings on east side of roadway and additional thickness to meet finished grade over the east 25 2408-7800000 STEEL, STRUCTURAL - bridge footing. Refer to typical sections on B Sheets. Certified Plant inspection is required for this item. 26 2414-6446100 ALUMINUM PEDESTRIAN HAND RAILING 27 2414-6460000 ORNAMENTAL METAL RAILING 64 2511-7528101 DETECTABLE WARNING Refer to V sheets for additional information. Refer to D, E, and S Sheets for locations and tabulation on C Sheets. Detectable warnings to be brick red in color. ENGLISH IOWA DOT DESIGN TEAM Snyder & Assosciates, Inc. Johnson COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER C,3 12/23/2014 11:44:04 M1 .,Clark J:\3014_Pro]eCt5\114.0213\Ca04\1140213_CO2.xism 12/23/2014 11:44:04 MI mJclark 100-4A 100-4A 10-29-02 10-29-02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description 65 2515-2475006 DRIVEWAY, P.C. CONCRETE, 6 IN. - -- Refer to D and E Sheets for locations. Includes all. parking lot paving. 93 2595-0_450081 RAILROAD BALLAST - Refer to typical sections on e Sheets. Certified Plant inspection is required For this item. _ Crushed rock. ballast shall meet Standard 4A gradation. The allowable wear, based on the Los Angeles - - Abrasion Test, shall be no greaterer than 35% per ASTM C-535. The quantity of ballast satisfactorily placed 66 2515-16T45600 REMOVAL OF PAVED DRIVEWAY on the rail bed will be computed from certified weight tickets for each load of rock. For the number of Refer to D_Sheets for location and Tab 110-6 on the C Sheets. Includes all parking lot. paving. _..._ tons of ballast placed, the Contractor will be paid the contract unit price per ton. This payment shall be -- - - full compensation for furnishing all materials, equipment, tools, and labor needed to place the material 67 2518-6910000 SAFETY CLOSURE in accordnace with. the contract documents. Refer to 3 Sheets for Traffic Control and tabulations on C Sheets. --- - 94 2599-9999005 INTAKE, SPECIAL, SIDEWALK, AS PER PLAN 68 2519-1002048 FENCE, CHAIN LINK, 48 IN. HEIGHT Refer to M Sheets for location and U Sheet for detail. The number of intakes properly installed will be Use for replacement of existing fencing along north side of IAIS Railroad. Fencing shall match existing in measured for payment at the contract unit price for each intake installed. This payment shall be full type, gauge thickness and material. compensation for furnishing all materials, equipment, tools, and labor needed to install the intake per '.. the contract documents. Intake shall be installed. per Section 2435 of the Specifications. Included in item 69 2519-1003072 FENCE, CHAIN LINK WITH SECURITY TOP, 72 IN. HEIGHT "Intake, Special, Sidewalk, As Per Plan is the structure, fittings, and DI pipe. Use for replacement of existing fencing within Proctor and Gamble property. Fencing shall match existing in type, height, gauge thickness, and material. 95 2599-9999005 MANHOLE, SPECIAL, RECTANGULAR WITH DECK AT SURFACE, AS PER PLAN - Refer to M Sheets for location and U Sheet for detail. The number of manholes properly installed will be .. 70 2519-4200190 REMOVAL OF FENCE, AS PER PLAN - T_ measured for payment at the contract unit price for each manhole installed. This payment shall be full Refer to R Sheets for fence removal locations. compensation for furnishing all materials, equipment, tools, and labor needed to install the manhole per --- --- -- ----- - - - ----- the contract documents. Manhole shall be installed per Section 2435 of the Specifications. - --- 72 2525-0000100 TRAFFIC SIGNALIZATION _ - r Refer to N Sheets for Traffic Signalization work. 96 2599-9999005 OUTLET STRUCTURE, AS PER PLAN Refer to M eets n and U l. he r of structures P P led will be ratot 73 2525-0000120 REMOVAL OF TRAFFIC SIGNALIZATION 1 -- hall be full measured forhpayme payment hei�ont contract unit forieachlmanholeeinstalled This Thasrpaymentas - _. Refer to N sheets for additional information on removal of existing traffic signalization. compensation for furnishing all materials, equipment, tools, and labor needed to install the .structure per. "' --- -- ithe contract documents. Item includes structure, grating, weir, standpipe, and all othep associated fittings. 75 2527-9263109 PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT-BASED Structure shall be installed per Section 2435 of the Specifications. 76 2527-9263117 PAINTED PAVEMENT MARKINGS, DURABLE - - 77 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT-BASED 97 2599-9999005 TYPE III, 30"x48 PRE-CAST POLYMER-CONCRETE HANDHOLE _• 78 2527-9263143 PAINTED SYMBOLS AND LEGENDS, DURABLE Refer to N Sheets for additional information on this item. This item shall be used for terminus of joint utility 79 2527-9270111 GROOVES CUT FOR PAVEMENT MARKINGS trench. Refer to detail on Sheet N.9 for additional information. Material and installation shall comply with 80 2527-9270120 GROOVES CUT FOR SYMBOLS AND LEGENDS Section 2525 of the Specifications. The number of handholes poperly installed will be measured for payment Refer to 3 Sheets for pavement marking locations and C Sheets for pavement marking tabulation. Waterborne or at the contract unit price for each handhole installed. This payment shall be full compensation for furnishing solvent-based markings to be used for temporary detour pavement. Durable pavement markings and symbols and all materials, equipmment, tools,. and labor needed to install the handhole per the contract documents. legends to be epoxy based paint. 98 2599-9999009 FENCE TEMPORARY SECURITY, AS PER PLAN 81 2528-8400048 TEMPORARY BARRIER RAIL, CONCRETE Refer to M and R Sheets for location of this item. This item shall be used to secure the Proctor and Gamble Refer to )Sheets for Traffic Control requirements and F Sheets for detour roadway typical section. Refer to property during non-working. hours while the permanent fencing is not installed. This fence shall match the C Sheets for tabulation and Detail on BSheet. existing material, gauge thickness, and height. Upper and lower horizontal support bars shall be installed ----- -- --- --- --- for this fence. Vertical buried support shall be installed at 10 foot intervals to maintain the integrity and 82 2528-8445110 TRAFFIC CONTROL function of the fence. The length of fence that is properly installed as measured in the field will be Refer to J Sheets for Traffic Control requirements. Includes signage for pedestrian pathway closures during paid. for at the contract unit price per linear foot. construction and directional signage for impacted businesses for each stage throughout construction. These businesses include; Goodwill, Spenler Tire, 4 Seasons Laserwash, Sueppel's Florist, 99 2599-9999009 JOINT UTILITY CONDUIT, 4 INCH - _ Advanced Dentistry, Jack Sherry D.P.M., Edward Jones, and Southeast Junior High School. All traffic control Refer to N Sheets for additional information on this item. This item shall be usedfor joint utility trench. devices shallmaintain 20' spacing. Contractor contact Tim Zeimet, IDOT Manintenance Supervisor, at Material shall be Schedule 40 HPDE or PVC. Material and installation shall comply with Section 2525 of the 319-626-2386 ,calendar days prior to offsite detour setup. Specifications. Measurement for payment will be by length of installed conduit as measured in the field along -- the centerline of the conduit. The Contractor will be paid the contract unit price per linear foot of conduit 83 2528-8445113 FLAGGER installed. This payment shall be full. compensation for furnishing all materials, equipment, tools, and labor This item to be used when construction only permits use of one lane open to traffic or as directed by the needed for conduit installation. Engineer. Coordinate with Engineer prior to use of this item. Refer to J Sheets for staging information. _ 100 2599-9999009 REMOVAL, SALVALGE, AND RELAY EXISTING RAIL (RAILROAD) 84 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN (PDMS) This item shall be used for removing the existing railroad track, salvaging, and relaying at other locations Refer to J Sheets for closure and staging information. Post. sign seven (7) days prior to lane closures of where indicated in the plans. In general this item is intended for use removing and relay the existing roadways or significant changes in staging. Coordinate with_Engineer for message content prior to P&G spur. Measurement for payment will be by length of completed track as measured in the field along _ - installation. Contractor to notify City and Engineer 10 calendar days prior to lane closures. the center line of the track. The Contractor will be paid_the contract unit price per linear foot of track - - --- - - _ (includes both rails, ties, and all needed hardware) installed. This payment shall be full compensation for 56 2552-0000300 TRENCH COMPACTION TESTING furnishing all materials, equipment, tools, and labor needed to relay existing rail_. Reuse of. rail, angle. r _ This item shall be used for all open cut (trenched) storm sewer and water main pipe installation. bars, and plates are allowed. Bolts, spikes, and anchors are required to be new. Reuse of ties are allowed -- -- - ---- -- pending P&G. review and.. approval. Approximately 509' of ties should be assumed as reusable. 8/ 2554-0112016 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 16 IN.. Refer to U Sheets and Special Provisions for additional information. Item includes temporary caps/plugs 101 2599-9999009 REMOVAL OF WATER MAIN PIPE LESS THAN OR EQUAL TO 24 INCHES required for staged construction. All fittings shall have restrained joints. Refer to R and U Sheets for additional detail. Measurement for payment will be by length of watermain removed - in the field along the centerline of the pipe. The Contractor will be. paid the contract unit price per linear 88 2554-0142016 WATER MAIN WITH CASING PIPE,"_TRENCHLESS, DUCTILE IRON PIPE (DIP)., 16 IN. foot removed. This payment shall be full compensation for furnishing all materials, equipment, tools, and. Refer to U Sheets and Water Distribution System Special Provisions for additional information. All DIP casing _ labor needed. This item also includes excavation, backfill, and compaction of trench as .applicable.. pipe shall be restained joint type (Class 53). -- 102 2599-9999010 REMOVE, SALVAGE AND REINSTALL BUSINESS SIGN, 18+03 89 2554-0203000 FITTINGS BY WEIGHT, DUCTILE IRON 103 2599-9999010 REMOVE, SALVAGE AND REINSTALL BUSINESS SIGN, 19+41 90 2554-0206000 VALVE, BUTTERFLY, DIP, 16 IN 104 2599-9999010 REMOVE, SALVAGE AND REINSTALL SCHOOL SIGN, 23+68 _- 9l 2554-0210201 FIRE HYDRANT ASSEMBLY, WM-201 Refer to D and R Sheets for location of these signs. Included in this item is removal, protection, salvaging, Refer to U Sheets and Water Distribution System Special Provisions for additional information. and reinstall following substantial completion. Signs at 19+41 and 23+68 include electrical components and shall be reinstalled to working order by a liscensed electrician. Contractor shall take care to remove complete 92 2595-0450079 RAILROAD SUBBALLAST, FURNISH AND PLACE sign with footing or reconstruct sign on footing that is identical to existing conditions. Includes all labor, Materials shall be 100% crushed stone produced from the oversized quarried aggregate, sized by crusing and equipment, and materials needed to properly reinstall sign. Signs installed and in .working order will be paid proi sed from a naturally occurring single source. Aggregate retained on a No. 10 sieve shall consist of _ for at the contract lump sum price. hard, durahle particles or fragments of stone. The subballast material shall have: No more than :,proxiiately 10% freeze-thaw loss when tested in accordance with ASTM C 88-90 and no more than 50% loss 105 2599-9999010 STREET LIGHTING when tested in accordance with ASTM C 131-89. The quantity of subballast satisfactorily placed on the Refer to N Sheets for additional information and detail on this item. Includes all labor, equipment, and rail bed will be computed from certified weight tickets for each load of rock. For the number of tons of materials needed to properly install a functioning lighting system. Street lights installed per plans and in subballast placed, the Contractor will be paid the contract unit price per ton. This payment shall be working order will be paid for at the contract lump sum price. full compensation for furnishing all materials, equipment, tools, and labor needed to place the material - -. in accordnace with the contract documents. ENGLISH IOWA DOT DESIGN TEAM Snyder & Assosciates, Inc. Johnson COUNTY PROJECT NUMBER STP-U-3715 636--70-52 SHEET NUMBER CA 12/23/2014 11:44:04 MI mJclark ESTIMATE REFERENCE INFORMATION Item No. I Item Code I Description 120 2601-2643412 TURF REINFORCEMENT MAT, TYPE 2 Refer_ to Tab. _100-22 for location information. Coordinate final locations with Engineer in field. 12_1 2602-0000020 SILT FENCE 122 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS 123 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS Refer to C Sheets for pollution prevention plan and Tab. 100-17 erosion control measures. 124 2602-0000306 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 6 IN. DIA. Refer to Tab. 100-19 on C Sheets on filter sock installation. Use this item shall to minimize the transport of sediment offsite and for protection of storm sewer intakes. Length of material properly installed per the specification will be measured for payment. Payment will be made at the contract unit price per linear foot. _ 125 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Refer to Tab. 100-19 on C Sheets on filter sock installation. Length of material properly removed from project will be measured for payment. Payment will be made at the contract unit price per linear foot. INDEX OF TABULATIONS Tabulation Tabulation Title Sheet No. 100-1C iee-1c 100-22 100-4A 100-4A 100-4A 100-4A 100-4A 100-4A 106-7 104-10 104-5C 104-9 105-4 108-29 108-33 110-1 110-12A 110-12A 110-14 110-15 110-2 110-5 110-8 113-1 232-10 232-11 232-3B 232-4 232-6 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Refer to N Sheets for additional information and detail on this item. Modifications of temporary signal ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION timing, signal head relocations, maintenance on temporary signalization, and removal of temporary signals shall ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION be included in this item. Includes all labor, materials needed to properly. install, maintain, and remove SPECIAL DITCH CONTROL AND SLOPE PROTECTION temporary signals as noted in the plans. Temporary signals installed, maintained and removed according to the ESTIMATE REFERENCE INFORMATION plans will be paid for at the contract lump sum price. 10_2599 9999014 ASHPHALT PLANK ESTIMATE REFERENCE INFORMATION _ Refer to V sheets addtitional information. 10� 2599-9999014 1 FLOW TRANSITION MAT FENCING �. This item includes all labor, equipment, and materials needed toinstall a flow transition mat that is LIST OF SUBDRAIN WORK capable of slowing and dispersing concentrated storm water flow at locations noted in the plan set. This LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE _ product shall be commercially manufactured UV-stabilied HPDE plastic mat with openings for vegetation growth _ and energy dissipation. Mats shall be a nominal size of 4 feet by 4 feet by 1/2 inch. Mats shall be PAVEMENT MARKING LINE TYPES anchored down using duckbill style anchors, as specified by the mat manufacturer. Sample of product must TEMPORARY BARRIER RAIL be submitted to the Engineer for approval prior to installation. Refer to C Sheets for tabulation and REMOVAL OF PAVEMENT M Sheets and U Sheets for locations. Area of flow transition mats that are installed per the _ .properly manufacturer's recommendations will be measured for payment. Payment will be made at the contract unit price -- per square foot. 109 2599-9999014 STEPS 1 This item includes construction of residential steps per details on Sheet U.4. Stairs that are constructed _ I per plan details will be measured and paid for at the contract unit price.. per square foot. Measurement will be —� made from top expansion joint to bottom expansion joint. Certified Plant inspection is required for this item. Steps constrcted in coni uction with roadway retaining wall to be paid through other items. 110 2599-9999014 WATERPROFFING MEMBRANE Refer to V sheets addtitional information. 111 2601-2634100 MULCHING 112 2601-2634150 MULCHING, WOOD CELLULOSE FIBER 113 2601-2636044 SEEDING AND FERTILIZING (URBAN) Seeding, fertilizing, and mulching are intended for use on final restoration areas that are not covered. by other resoration methods. Mulching (2601-2634100) is mteneded to be used for any temporary seeding. that is needed to comply with NPDES Mulching with wood cellulose fiber (2601-2634150) to be used for final .permit. seeding on areas as noted in the plans. General areas included in seeding and mulching are detention basin, Southeast ]union High School dist ruled areas, disturbed area within Goodwill for storm sewer outlet _ construction, and disturbed areas {latter than or equal to 4:1 along the railroad. No seeding shall be _ 1 performed on the bottom of the detention basin. The City will seed this area. Contractor to coordinate i this work with the City at least 7 calendar days. prior to restoration. _ 114' 2601-2638352 SLOPE ECTION, EXCELSIOR MAT -PROTECTION, .WOOD Refer to Tab. 100-22 for location information. Coordinate final locations. with Engineer in field. 115 2601-2639010 SODDING Use Sod for all disturbed areas throughout the project that are not covered by other restoration/ _ seeding methods. Quantity is based on total disturbed area less the paved areas and areas covered by other restoration methods. Disturbed areas outside of the construction limits noted in the plans shall be sodded, _ -1 watered, and maintained at the Contractor's expense. 116 2601-2640350 SPECIAL DITCH CONTROL, WOOD EXCELSIOR MAT Refer to Tab. 100-22 for location information. Coordinate final locations with Engineer in field. 117 ''.. 2601-2642120 ' STABILIZING CROP - SEEDING AND FERT ILZ ING (URBAN) This item shall be used for temporary seeding and stabilization as required by the NEVES permit and Stormwater Pollution Prevention Plan. Quantity based on entire disturbed area within project limits. 120 2601-2643412 TURF REINFORCEMENT MAT, TYPE 2 Refer_ to Tab. _100-22 for location information. Coordinate final locations with Engineer in field. 12_1 2602-0000020 SILT FENCE 122 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS 123 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS Refer to C Sheets for pollution prevention plan and Tab. 100-17 erosion control measures. 124 2602-0000306 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 6 IN. DIA. Refer to Tab. 100-19 on C Sheets on filter sock installation. Use this item shall to minimize the transport of sediment offsite and for protection of storm sewer intakes. Length of material properly installed per the specification will be measured for payment. Payment will be made at the contract unit price per linear foot. _ 125 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Refer to Tab. 100-19 on C Sheets on filter sock installation. Length of material properly removed from project will be measured for payment. Payment will be made at the contract unit price per linear foot. INDEX OF TABULATIONS Tabulation Tabulation Title Sheet No. 100-1C iee-1c 100-22 100-4A 100-4A 100-4A 100-4A 100-4A 100-4A 106-7 104-10 104-5C 104-9 105-4 108-29 108-33 110-1 110-12A 110-12A 110-14 110-15 110-2 110-5 110-8 113-1 232-10 232-11 232-3B 232-4 232-6 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) ESTIMATED PROJECT QUANTITIES (UP TO A 5 DIVISION PROJECT) SPECIAL DITCH CONTROL AND SLOPE PROTECTION ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION _ ESTIMATE REFERENCE INFORMATION _ ESTIMATE REFERENCE INFORMATION _ ESTIMATE REFERENCE INFORMATION FENCING ADJUSTMENT OF FIXTURES LIST OF SUBDRAIN WORK LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE _ STANDARD ROAD PLANS _ SAFETY CLOSURES PAVEMENT MARKING LINE TYPES _ PAVEMENT MARKING SYMBOLS AND LEGENDS TEMPORARY BARRIER RAIL REMOVAL OF PAVEMENT POLLUTION PREVENTION PLAN _ POLLUTION PREVENTION PLAN SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL REMOVAL OF INTAKES AND UTILITY ACCESSES REMOVAL OF EXISTING STRUCTURES SIDEWALK REMOVAL REMOVAL OF CONCRETE DRIVES SIDEWALKS EMERALD ASH BORER EROSION CONTROL (STABILIZING CROP SEEDING) EROSION CONTROL (URBAN SEEDING) EROSION CONTROL (SELECTIVE CLEARING) EROSION CONTROL (SELECTIVE CLEARING) INDIANA BAT mPMnITTTnN ITRFF RFMrVA11 C.6 C.1 C.2 C.9 C.3 C.3 C.4 C.4 C.5 '.. C•5.. 3_ C.6 C.9 1 C.6 _ C.6 C.6 C.6 C.10 10 .. — C. C.1e C.10 _.. _ C.6 r.6 ENGLISH I IOWA DOT DESIGN TEAM Snvder & Assosciates, Inc. I Johnson COUNTY (PROJECT NUMBER STP -U-3715(636)--70-52 ISHEET NUMBER C.5 1 ' PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE Begin Station End Station Side 6 inch Dia 9 inchDia 12 inch Dia 20 inch Dia of 695.40 (1) F LF LF F 18+75.00 120+25.00 24+00.00 5.0 R 635.0 19+09.50 Manhole 19+26.75 R L 38.7 1 19+09.50 123+50.00 19+26.75 123+50.00 R 31.3 _ 20+01.00 Check 20+13.71 Manhole L31.3 R 20+01.00 Ditch 20+13.71 Raise R..... 31.3 _.. 20+68.50 1179.6 20+81.00 20+30.87 L 31.3 20+68.50 - - 20+81.00 Sanitary Sewer R_ 31.3 21+58.23 277+06.49 21+58.23 Removal L 12.0 _ 22+17.79 Storm Sewer 22+17.79 27 L 12.0 22+75.85 Removal 22+75.85 _. L _ 12.0 23+24.00 163 23+36.00 Pavement L 31.3 23+24.00 Remarks 23+36.00 Station R 31.3 217+07.09 Type 217+17.89 L 31.3 217+10.42 '.. 217+19.43 R 24.0 351+06.81 ''. 351+18.97 LF R 31.3 323+79.21 LT/RT 323+79.21 1525.7 L 22.6 324+20.83 _. 324+20.03 25+43.36 L 17.3 12408+12.01 2767.9 12408+12.01 52.0 R 17.8 12415+26.06''. 217+37.11 12415+26.06 LT/RT R 17.3 12416+25.06 25.0 12416+25.07 R 17.3 __.. 12417+71.01 LT/RT 12417+71.01 857.2 R 17.3 12420+25.06 12420+25.06 124+13.45 R 17.3 Area Intake oke 12424+79.16 Raise 12424+79.16 R 17.3 of 695.40 (1) a Intake 120+25.00 Manhole 120+25.00 R 5.0 Ditch Check 122+50.00 Manhole 122+50.00 R 5.0 Ditch Check 123+50.00 Manhole 123+50.00 R 5.0 Ditch Check 124+50.00 Manhole 124+50.00 R 5.0 Ditch Check Raise '.. Totals: elevation 1179.6 (1) _. 20+30.87 No. Location Station 1 12422+60.55 M 2 12426+84.17 A 3 217+02.36 M 4 12414+65.51 M 5 12417+27.51 M 6 12417+67.20 M Total: 6 ADJUSTMENT OF FIXTURES Type of Fixture I Adjustment Remarks hole Raise Manhole to Elevation of 695.40 (1) a Intake Raise Manhole to Elevation of 693.36 and replace area intake lid. with solid mahole lid. (1) hole Lower Manhole to Elevation of 691.53 (1) hole Raise Manhole to elevation 702.09 (1) hole Raise Manhole to elevation 699.33 (1) hole Raise Manhole to elevation 699.24 (1) _. 20+30.87 (1) Major Adjustment Removal 46 - - 20+63.15 REMOVAL OF ES IN THE NW CORNER OF MALL DRIVE AND ISLE AVE SUBDRAIN SYSTEM, AND FOOTING OR BASE MATERIAL LENGTH OF WALL IS APPROXIMATELY 190' GOODWILL FRONTAGE EXISTING CAST IN PLACE CONCRETE WALL COMPLETE REMOVAL OF WALL IS REQUIRED INCLUDING CONCRETE WALL AND ALONG THE FRONTAGE OF GOODWILL PROPERTY SUBDRAIN SYSTEM, AND FOOTING OR BASE MATERIAL LENGTH OF WALL IS APPDXIMATELY 145' SIDEWALK REMOVAL Begin End Area Remarks Station Station SV 16+90.00 17+44.00 69.9 INCLUDES S/MALL DR. 16+90.00 17+55.00 28.3 EAST 1ST AVE 17+79.00 '.. 19+78.00 88.0 EAST 1ST AVE 17+81.00 '.. 20+11.00 154.1 INCLUDES N/MALL DR. 19+89.00 22+10.00 96.8 EAST 1ST AVE 20+21.00 : 25+58.00 262.3 WEST 1ST AVE 20+70.00 21+80.00 59.0 SFIH CONNECTION 22+52.00 25+59.00 218.8 EAST 1ST AVE 25+87. DBJ 26+14.00 35.0 EAST 15T AVE 25+89 -DO L.. 26+10.00 12.9 WEST IST AVE 350+64.00 1 351+25.00 53.4 SE3H EXIT DRIVE 415.0 DETOUR SIDEWALK TOTALS 1493.6 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL * Not a bid item I Area Remarks Station ISidel SY 18+16.00 110-1 Length of Pipe Material - I Fill Material* 18+26.00'. LT 141.3 Abandonment, Plug Only 18+51.00 RT Location/Description 04-16-13 Sanitary ry or or Abandonment, Plug and Fill <_ 36 inch > 36 inch Plowable Mortar or CLSM Remarks REMOVAL OF PAVEMENT or Removal diameter diameter Refer to Tabulation 102-5 r`? Storm Sewer * Not a Bid Item 38 20+30.87 Storm Sewer Removal 46 - - 20+63.15 Sanitary Sewer Removal ' 160 _. 277+06.49 Storm Sewer Removal 25 _ 217+08-217+35 Storm Sewer Removal 27 217+35.99 Storm Sewer Removal 59 _. A Begin End 163 Side Pavement Area Abandonment, Plug and Fill Saw Cut* Remarks 12408+67 Station Station 61 Type � SV LF 16+90.00 19+94.16 LT/RT PCC 1525.7 45.0 FIRST AVENUE BETWEEN BOP TO RAILRQAD-- 1 _. 20+05.66 25+43.36 LT/RT PCC 2767.9 52.0 FIRST AVENUE BETWEEN RAILROAD AND 1 216+30.00 217+37.11 LT/RT PCC 314.0 25.0 MALL DRIVE BETWEEN BOP TO FIRST 2 323+14.40 325+25.00 LT/RT PCC 857.2 49.0 SE3H ENTRANCE AND EXIT (3) 117+31.81 124+13.45 LT/RT PCC/HMA 2272.1 - DETOUR PAVEMENT TOTALS 7736.9 (1) DEPTH ESTIMATED AT 9 INCH PCC- (2) DEPTH ESTIMATED AT 8 INCH PCC (3) DEPTH ESTIMATED AT 7 INCH PCC REMOVAL OF ES IN THE NW CORNER OF MALL DRIVE AND ISLE AVE SUBDRAIN SYSTEM, AND FOOTING OR BASE MATERIAL LENGTH OF WALL IS APPROXIMATELY 190' GOODWILL FRONTAGE EXISTING CAST IN PLACE CONCRETE WALL COMPLETE REMOVAL OF WALL IS REQUIRED INCLUDING CONCRETE WALL AND ALONG THE FRONTAGE OF GOODWILL PROPERTY SUBDRAIN SYSTEM, AND FOOTING OR BASE MATERIAL LENGTH OF WALL IS APPDXIMATELY 145' SIDEWALK REMOVAL Begin End Area Remarks Station Station SV 16+90.00 17+44.00 69.9 INCLUDES S/MALL DR. 16+90.00 17+55.00 28.3 EAST 1ST AVE 17+79.00 '.. 19+78.00 88.0 EAST 1ST AVE 17+81.00 '.. 20+11.00 154.1 INCLUDES N/MALL DR. 19+89.00 22+10.00 96.8 EAST 1ST AVE 20+21.00 : 25+58.00 262.3 WEST 1ST AVE 20+70.00 21+80.00 59.0 SFIH CONNECTION 22+52.00 25+59.00 218.8 EAST 1ST AVE 25+87. DBJ 26+14.00 35.0 EAST 15T AVE 25+89 -DO L.. 26+10.00 12.9 WEST IST AVE 350+64.00 1 351+25.00 53.4 SE3H EXIT DRIVE 415.0 DETOUR SIDEWALK TOTALS 1493.6 SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL * Not a bid item I Area Remarks Station ISidel SY 18+16.00 LT Length of Pipe Material - I Fill Material* 18+26.00'. LT 141.3 Abandonment, Plug Only 18+51.00 RT Location/Description GOODWILL PARKING LOT Sanitary ry or or Abandonment, Plug and Fill <_ 36 inch > 36 inch Plowable Mortar or CLSM Remarks TOTAL Storm Sewer or Removal diameter diameter LF LF CV 20+27.33 Storm Sewer Removal 38 20+30.87 Storm Sewer Removal 46 20+63.15 Sanitary Sewer Removal ' 160 _. 277+06.49 Storm Sewer Removal 25 _ 217+08-217+35 Storm Sewer Removal 27 217+35.99 Storm Sewer Removal 59 _. 350+78.16 Storm Sewer Removal 163 12415+23.62 TO 12422+59.38 Storm Sewer Abandonment, Plug and Fill 731 _... 72..1 12408+67 Storm Sewer Removal 61 REMOVAL OF CONCRETE DRIVES Location I Area Remarks Station ISidel SY 18+16.00 LT 54.7 PARKING LOT IN NW CORNER OF MALL DR. 18+26.00'. LT 141.3 PARKING LOT IN NW CORNER OF MALL DR. 18+51.00 RT 1198.3 GOODWILL PARKING LOT 21+20.00 RT 478.0 SEIH PARKING LOT TOTAL 1872.3 271-2 08-20-85 DEMOLITION TREE REMOVAL Contractor shall remove only those trees as necessary to facilitate the removal of buildings, debris and materials as directed by the engineer. 232-9 10-18-11 INDIANA BAT Cut down all trees included in Clearing and Grubbing after September 15 and before April 15. These trees may be inhabited by the Indiana Bat (Myotis sodalist), a State and Federal listed endangered species. Removing a tree between April 15 and September 15 being used by an Indiana Bat constitutes a "taking" of a protected species. which is Punishable by law. Dispose of all wood material generated as a resuii or ciearmg and/or grubbing according to the Iowa Department of Agriculture and Land Stewardship's Emerald Ash Borer (EAB) Quarantine Order. For more information refer to http://www.iowatreepests.com/eab_regulations.html. I ENGLISH I IOWA DOT I DESIGN TEAM Snyder & Assosciates, Inc. Johnson COUNTY IPROIECT NUMBER STP -U-3715(636)--70-52 ISHEET NUMBER C*6 I ' vnai>ata naaac am m. �\aa rvaia orn �orrc na nn>Vatltl\itae213 [02.zlzm 12IL31LO14 11:66:05 PM m]clark J:\2014_Pr0]ects\114.0Z13\La0o\114UL1s_CnZ.x15m 108-22 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimatin ....ses onl . No Passing Zone Lines will be located in the field. BCY4: Broken Centerline (Yellow) ELY4: Edge Line Left (Yellow) @ @ 0.25 1.00 DCY4: Double Centerline (Yellow) @ 2.00 SLW2: Stop Line (White) @ 6.00 NPY4: No Passing Zone Line (Yellow) @ SLW4: Solid Lane Line (White) @ 1.00 1.25 BLW4: Broken Lane Line (White) DLW4: Dotted Line (White) @ 0.33 @ 0.25 ELW4: Edge Line Right (White) @ 1.00 CBW6: Crosswalk Bar (White) @ 15.00 Location Length b Line T e Unfactored Road ID Station to Station Dir. of Travel Marking Type Side BCY4* DCY4 NPY4** BLW4 ELW4 ELY4 SL W2 SLW4 DLW4 CBW6 Remarks L C R STA STA STA STA STA STA STA STA STA STA STA STA STA STA STA ML 1ST 16+90.00 17+23.76 SB Durable Paint X 0.34 ML 1ST 16+90.00 17+23.76 BOTH Durable Paint X I 0.34 _ ML IST ML 15T 16+90.00 16+90.00 17+23.76 17+23.76 NB NB Durable Paint Durable Paint t X % �.. 0.34 0.34 _ -.. . ML IST 17+24.00 17+24.00 ! NB Durable Paint % 0.24 _ ML IST 17+33.26 17+33.26 BOTH Durable Paint % _ �_ __. _.---- __ 0.42 ML ML IST 17+55.73 17+76.90 BOTH Durable Paint ____1 X ___ __ 0.22- 1_00 __-- ML IST ll+93.79 '. 17+93.79 _ BOTH _a Durable Paint X 0.31 ML IST 18+03.00 18+83.00 SB Durable Paint X 7.32_-.-.- ML IST 18+03.37 25+35.37 SB Durable Paint X 1.00 ML IST 18+03.37 19+02.81 SB Durable Paint X 1 0.97 ML IST 18+03.37 ' 19+08.46 BOTH Durable Paint X X 4.40 ML IST 18+03.37 - 22+42.95 NB Durable Paint _ 0.18 _ ME 1ST 18+21.09 18+21.09 NB Waterborne/Solvent Paint X ML IST 18+30.60 18+30.60 NB Waterborne/Solvent Paint X _0_18 0.18 _ ML IST 18+40.11 18+40.11 NB Waterborne/Solvent Paint % ML 1ST 18+49.62 18+49.62 NB Waterborne/Solvent Paint % 0.18. ML IST 16+59.12 18+59.12 ; NB Waterborne/SolventPaint X 0.18 ML IST 18+68.63 18+68.63 NB Waterborne/Solvent Paint _.__. X _ 0.18 1 _ ML IST 19+02.81 22+53.93 ', 56 Durable Paint _ _% 1 3.51 1 _ ML IST 19+02.81 22+53.93 NB Durable Paint, X T 3.51 ML IST 23+14.69 23+74.69 SB Durable Paint X. r 0.50 ML IST ML IST 23+14.69 23+14.69 23+74.69 24+48.55 BOTH NB Durable Paint Durable Paint X _ X 0.60 __.._ -1. 34 ML IST 24+74.69 24+34.69 NB Durable Paint _ _ X _ 0.40 ^ 0.39 ML IST 24+74.69 24+35.90 BOTH Durable Paint X _ _ 0.61 0.98 - "- _ ML IST 24+34.69 24+95.90 BOTH Durable Paint_ X ML 1ST 24+35.90 24+95.90 NB Durable Paint X 0.60 ML IST ML 15T ML IST ML IST ML IST 24+48.55 24+95.90 24+95.90 25+33.00 25+41.57 25+34.41 25+33.41 25+33.41 25+33.00 25+41.57 : NB BOTH NB NB ! BOTH Durable Paint Durable Paint Durable Paint Durable Paint Durable Paint _ _.__. _ % X X X X _ _ 0.38 _ _ �_ _ - 0.86 0.34 _ --...t c y� l _ }_.. 8.35 0.46 0.26 --'" ML IST 25+60.75 25+86.74: BOTH Durable Paint X X :. 0.32 -.-'• -' ML IST 25+64.77 25+86.78 BOTH Durable Paint ML IST 26+01.76 , 26+01.76 BOTH Durable Paint X '. '. T 0.34 MALL DRIVE MALL DRIVE 215+90.84 215+99.39 215+90.84 215+99.39 WB WB Waterborne/Solvent Waterborne/Solvent Paint Paint _ X _ X _ 0.18 0.18 MALL DRIVE 216+07.93 216+07.93 WB Waterborne/Solvent Paint X 0.18 _ MALL DRIVE 216+16.48 216+16.48 WB Waterborne/Solvent Paint 1 X 0.18 __. .. MALL DRIVE 216+25.03 j 216+25.03 WB Waterborne/Solvent Paint X0.18 MALL DRIVE 216+54.70 ! 216+54.70 WB Waterborne/Solvent Paint X u 0.18 MALL DRIVE 216+30.00 217+13.89 ES Durable Paint X 0.-84-T- MALL DRIVE 216+63.18 j 216+63.18 WB Waterborne/Solvent Paint _ X _ E. _ _- MALL DRIVE 216+71.72 j 216+71.72 WB Waterborne/Solvent Paint X 0.18 MALL DRIVE 216+80.27 ! 216+80.27 WB Waterborne/Solvent Paint X _.._ 0.18 MALL DRIVE MALL DRIVE 216+88.82 217+13.89 216+88.82 217+13.89 WB WB Waterborne/Solvent Durable Paint Paint Xrx- 0.15MALL 0.18 DRIVE217+22.51 217+22.51 BOTH Durable Paint X 0.26DETOUR 115+97.00 124+82.00 SB Waterborne/Solvent Paint X 8.85DETOUR 115+97.00 125+18.00 NB Waterborne/Solvent Paint 9.21 0.78 _ DETOUR 115+97.00 116+75.00 BOTH Waterborne/Solvent Paint X DETOUR 116+75.00 124+85.00 BOTH Waterborne/Solvent Paint X X _8.18 0.32 DETOUR 117+96.00 117+96.00 NB Waterborne/Solvent _ Paint X ! 0.12 DETOUR 118+53.00 118+53.00 j_ NB Waterborne/Solvent Paint 0.12 DETOUR 118+88.00 118+68.00 :. SB Waterborne/Solvent Paint _ % 0.12 DETOUR 119149.00 119+4900 SB �- Waterborne/Solvent Paint X 1 1.13 DETOUR 124+82.00 125+95..00 SB Waterborne/Solvent Paint X 0.36 DETOUR 124+85.00 125+21.00 BOTH _ Waterborne/Solvent Paint X X 0.66 DETOUR 125+18.00 125+84.00 NB Waterborne/Solvent Paint Factored Total: Waterborne/Solvent Paint - ' - - _19.2_-_-0 '. - 2.88 2.88 0.60- - - - - - Factored Total: Durable Paint _16.20 - 20.30 1.25 - 12.40 - ...6.30 4.02 0.78__ 49.25 1 Bid Quantity: Painted Pavement Bid Quantity: Painted Pavement Markings, Markings, Waterborne Durable or Solvent-Based 41.76 94.30 _ ENGLISH IOWA DOT DESIGN TEAM Snyder & Assosciates, Inc. Johnson COUNTY PROJECT NUMBER STP-U-3715(6362.;.-70-52 ISHEET NUMBER C.7 12IL31LO14 11:66:05 PM m]clark J:\2014_Pr0]ects\114.0Z13\La0o\114UL1s_CnZ.x15m 12/23/2014 11:94:06 M1 m]c la rk J:\2014_Pr.,,ts 108-29 04-15-14 PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM -111 Rodd Location �' h �► �' ► I A �� SCHOOL XING STOP AHEAD ONLY BIKE LANE EXIT9=1- emarks Identification Station Side i pR Sym.adbol STAW RTAW LTAW CSRW CSLW CSTW CRLW FERW LLRW ftLRW RRCW BLSW 0 WPSB SCLW XNGW STPW AHDW ONLW BIKW LANW XITW MLIST 16+67.95 R1 J._ _.. 1 DURABLE PAINT ML IST 16+93.00 R '._.1 I. _ .. .. _ 'm _____. 1 DURABLE PAINT ML IST 17+05.00 R - � '_ - _- - 1 _ .:___ 1 DURABLE PAIN T ML IST 17+20.51 R 1_ 1 DURABLE PAINT ML IST 18+10.00 _ L j_ 1 i 1 DURABLE PAINT ML IST 18+22.00 L 1 ._ � 1 DURABLE PAINT ML IST 18+49.67 _ L 1 1 DURABLE PAINT ML IST 22+02.63 R 1 _ 1 DURABLE PAINT ML 15T 22+15.00 R 1 1 DURABLE PAINT ML IST 23+39.87 _ L 1 _ 1 DURABLE PAINT ML 1ST 23+41.92 R 1 _ 1DURABLE PAINT, See Note ML IST 24+96.75 R 1 _ 1 DURABLE PAINT, See Note ML 1ST 25+08.63 R 1 1 DURABLE PAINT ML IST 25+08.63 R 1 ! _ 1 DURABLE PAINT ML IST 25+13.00 N 1 1 DURABLE PAINT ML IST 25+25.00R 1 _ _1 DURABLE PAINT Detour 118+29.33. R 1 _ WATERBORNE Detour 119+13.26 L_ 1 -r -. WATERBORNE _4 _.. .. 16 TOTALS 1 ,, 5 2 4_ - Note: Shared Road Symbol See Sheet B.5 For Details. _. ! 104-9 10-15-13 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE Refer to Soils Sheets Q Refer to EW -203, EW -204, or EW -211. Not a bid item Location Lon itudinal Subdrain RF -19C Subdrain Outlet Porous* "A"* De thClass Shoulder Backslope Bridge Berm O1 RF -19C, RF -19E, or RF -19F Line Road or Backfill Crushed Remarks OD Size Length Size Length Size Type Length Size Standard Road No. Lane Station to Station Side Stone Ide nt. Station Plan and Type IN IN FT IN FT IN FT IN CY C, 1 1ST AVE 16+90.00 17+46.00 LT 24.0 4.0 96.0 1 4.4 Cap Upstream End ' 17+46.00 6.0 RF -19C ' Connect to ST -2 2 Mall Dr. 217+14.72 216+30.00 RT 24.0 4.0 84.7 17+46.00 6.0 RF -19C 3.9 Connect to ST -2 ro 216+30.00 6.0 RF -19C Cap Upstream End 3 __. Mall Dr. ' �_. 216+30.00 217+12.46 LT 24.0 4.0 82.5 216+30.00 6.0 RF -19C 3.8 Cap Upstream End -.q 217+12.46 6.0 RF -19C Connect to ST -1 rn 5� 4 IST AVE 17+79.39 19+18.11 LT 24.0 4.0 138.7 217+12.46 6.0 RF -19C 6.4 Connect ST -1 - _{ co 5 IST AVE _ 19+18.11 20+07.35 LT 24.0 4.0 89.2 19+18.11 19+18.11 6.0 6.0 RF -19C RF -19C 4.1 Connect to ST -6 Connect to ST -6 _ 20+07.35 6.0 RF -19C !. Sonnect to ST -5 ' 6 1ST AVE 20+07.35 20+75.00 LT 24.0 4.0 67.7 _ 20+07.35 6.0 RF -19C 3.1 `. Connect to ST -5 23+30.00 LT 24.0 4.0 255.0 20+75.00 20+75.00 6.0 6.0 RF -19C RF -19C 11.8 _ _ _Connect to ST -4 Connect to ST -4 1, 7 IST AVE 20+75.00 23+30.00 6.0 RF -19C Connect to ST -13 x- 8 IST AVE 23+30.00 25+43.36 LT 24.0 4.0 213.4 _ 23+30.00 6.0 RF -19C 9.9 _ Connect to ST 13 j.= Z7, _ 25+43.36 6.0 RF -19C Cap Upstream End -» 9 1ST AVE 16+90.00 19+18.11 RT 24.0 4.0 228.1 _ 25+43.36 6.0 RF -19C 10.6 �.. Cap Upstream End _ 19+18.11 6.0 RF -19C Connect to ST -9 10 IST AVE 19+18.11 20+07.35 RT 24.0 4.0 89.2 _ 19+18.11 6.0 RF -19C 4.1 ! Connect to ST -9 20+07.35 6.0 RF -19C Connect to ST -8 11 IST AVE 20+07.35 20+75.00 '.. RT 24.0 4.0 67.7 20+07.35 6.0 RF -19C 3.1 Connect to ST -8 _ 20+75.00 6.0 RF -19C Connect to ST -7 12 1ST AVE 20+75.00 23+30.00 RT 24.0 4.0 255.0 20+75.00 6.0 RF -19C 11.8 Connect to 5T-7 23+30.00 6.0 RF -19C Connect to ST -14 13 1ST AVE 23+30.00 25+43.36 RT 24.0 4.0 213.4 23+30.00 6.0 RF -19C 9.9 Connect to 5T-14 _ Cap Upstream End 14 School Ent 323+13.21 324+79.25 RT 24.0 4.0 166.0 323+13.21 6.0 RF -19C 7.7 Connect -to ML Subdrain _ 324+79.25 6.0 RF -19C Connect To School Exit 15 School Exit 350+37.62 351+13.34 RT 24.0 4.0 75.7 _ 350+37.62 6.0 RF -19C 3.5 Connect to School Entrance 351+13.34 6.0 RF -19C Connect to ST -16 TOTALS 2122.3 ! 28.0 98.1 ENGLISH IOWA DOT I DESIGN TEAM Snyder & ASSosciates, Inc. Johnson COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER C*$ 12/23/2014 11:94:06 M1 m]c la rk J:\2014_Pr.,,ts SPECIAL DITCH CONTROL AND SLOPE PROTECTION TOTALS (SLOPE PROTECTION) Location TOTALS (DITCH CONTROL) 267..8 (D 0Squares No ' 192.0 _ 17+45, IT Utilities STORM SEWER MANHOLE, PROTECT. OUTLET PIPE. No. Begin 17+46, End Intakes Side 3 STA 17+76, Remarks Intakes Station 4 Station 18+10, IT FT FT 5 STA 1 12398+30.00 Intakes 12408+15.00 6 RT VAR VAR 114.0 PLACE ON 2:1 BACKSLOPE.(SLOPE PROTECTION) 2 12406+00.00 20+53, 12411+82.00 Utilities LT VAR VAR 25.0 PLACE ON 2:1 FORESLOPE (SLOPE PROTECTION) 3 12413+38.00 216+30.00 12434+15.00 1 LT VAR VAR 224.3 _ PLACE ON 2:1 FORESLOPE (SLOPE PROTECTION) 4 12413+43.00 LF EACH EACH 12434+15.00 EACH EACH RT 4 VAR VAR 259.5 PLACE ON 2:1 FORESLOPE (SLOPE PROTECTION) _ 5 12397+00.00 - : - - 12411+50.00 - - - - - : MATCH EXISTING GAUGE THICKNESS RT_ a 1450.0 6.0 87.0 CENTER IN DITCH SECTION (DITCH CONTROL) 6 12414+00.00 - - : - - (1) BELOW 12433+00.00 EXISTING GAUGE THICKNESS, MATERIAL TYPE, GATE OPENING, AND LAYOUT ''. RT 1900.0 6.0 114.0 CENTER IN DITCH SECTION (DITCH CONTROL) 7 120+03.00 121+12.00 Pipe RT ' 109.0 6.0 6.5 CENTER IN DITCH SECTION (DITCH CONTROL) 8 122+00.00 124+60.00 RT 260.0 6.0 15.6 CENTER IN DITCH SECTION (DITCH CONTROL) _.. 9 12408+11.00 12408+11.00 RT VAR VAR 0.6 SURROUND AREA INTAKE (DITCH CONTROL) 10 12408+55.00 12411+28.00 RT 274.0 '.. 16.0 43.8 ALONG BOTTOM OF DETENTION BASIN (DITCH CONTROL) _ 11 12411+38.00 12411+38.00 Concrete C.M.P., RT 20.0 16.0_ 3.2 INLET TO DETENTION BASIN (TRM) _ Drain 12411+38.00 Backfill* 12411+38.00 Remarks RT 12.0 8.0 96.0 INLET TO DETENTION BASIN (FLOW TRANSISTION MAT) SF 12 12410+26.00 Dia. 12410+26.00 RF -3 RF -5 RF -19E RT 25.0 12.0 3.0 INLET TO DETENTION BASIN (TRM) 11 12408+83.00 No. 12408+83.00 to 1 RT 20.0 12.0 2.4 INLET TO DETENTION BASIN (TRM) 13 12408+73.04 ! 12408+87.42 RT 12.0 8.0 96.0 INLET TO DETENTION BASIN (FLOW TRANSISTION MAT) SF 12 12395+57.00 L No. 12398+04.00 RT 247.0 12.0 29.6 OUTLET PIPE FROM DETENTION BASIN (TRM) TOTALS (SLOPE PROTECTION) 622.8 TOTALS (DITCH CONTROL) 267..8 TOTALS (TRM TYPE2) 38.2 _. TOTALS (FLOW TRANSISTION MAT) SF 192.0 _ * Bid Item REMOVAL OF INTAKES AND UTILITY ACCESSES No. 108-13A 08-01-06 CLOSURES the Standard Specifications Station Location/Description Type Remarks 1 STA 17+45, IT Utilities STORM SEWER MANHOLE, PROTECT. OUTLET PIPE. 2 STA 17+46, IT Intakes •. _ _. 3 STA 17+76, _ IT Intakes - STAGE 2A 4 STA 18+10, IT Intakes STAGE 2A 5 STA 20+35, IT Intakes STAGE 3 6 STA 20+27, RT Intakes STAGE 3 7 STA 20+53, RT Utilities SANITARY SEWER MANHOLE 8 STA 350+81 RT Intakes SEIH EXIT ROADWAY SAFETY Refer to Section 2518 of 108-13A 08-01-06 CLOSURES the Standard Specifications Station Closure T e Remarks Deer Field Road 5i. Hazard t . From To 216+30.00 1 MALL DRIVE CLOSURE -STAGE 3 18+00.00 Gate 1 IST AVE CLOSURE - STAGE 2A 22+00.00 No.* 1 IST AVE CLOSURE STAGE 2A 16+90.00 Station 1 IST AVE CLOSURE- STAGE 3 25+45.75 1 IST AVE CLOSURE- STAGE 3 16+90.00 1 1ST AVE CLOSURE- STAGE 4 25+45.75 Type 1 1ST AVE CLOSURE- STAGE 4 216+30.00 RF -19E and 1 MALL DRIVE CLOSURE -STAGE 4 Totals 8 IF EACH FENCING TABULATION OF SILT FENCES Refer to EC -201 Location LengthF Begin Station End Station Side Remarks 12392+90.00 12411+87.00 N 1897.0 12392+90.00 12411+87.00 S 1897.0 12413+50.00 12441+00.00 N 2750.0 12413+50.00 12441+00.00 S 2758.0 Bid Quantity: 11617.5 Mainenance: 1161.8 Removal: 11617.5 ENGLISH IOWA DOT I DESIGN TEAM Snyder & Assosciates, Inc. _ Johnson COUNTY (PROJECT NUMBER STP -U-3715(636)--70-52 (SHEET NUMBER C*9 I ' lJ/Ji/JP16 ll GdFfi 6X mirla�4 ll' Jn��a,tc\ll6 P>l i\(a AA \ll6fl Jli rP> r cm Location Side Chain Link Deer Field Channel Crossing Remarks From To 104-5C Fence Gate Fence Brace Gate Fence Brace Gate Length* No.* Length* Station Offset Station Offset Length* Panels* No.* Length* Panels* No.* LIST OF SUBDRAIN WORK Type Type Type Type Type RF -14, RF -19A, RF LF RF -19E and RF -19F * Not a bid item IF EACH LF EACH EACH IF EACH EACH 12414+62.10 30.2 12416+09.27 30.9 RT 150.0 48 IN. 0n/a - : - - - - - - - - : MATCH EXISTING GAUGE THICKNESS 12404+15.46 125.8 12405+23.39 140.7 IT 125.0 72 IN., SECURITY TOP 1', SEE REMARKS „_. - :. - - _. - - - : - - (1) BELOW (1) MICH EXISTING GAUGE THICKNESS, MATERIAL TYPE, GATE OPENING, AND LAYOUT ENGLISH IOWA DOT I DESIGN TEAM Snyder & Assosciates, Inc. _ Johnson COUNTY (PROJECT NUMBER STP -U-3715(636)--70-52 (SHEET NUMBER C*9 I ' lJ/Ji/JP16 ll GdFfi 6X mirla�4 ll' Jn��a,tc\ll6 P>l i\(a AA \ll6fl Jli rP> r cm 104-5C 04-17-12 LIST OF SUBDRAIN WORK Refer to Standard Road Plans RF -3, RF -5, RF -14, RF -19A, RF -1913, RF -19C, RF -19E and RF -19F * Not a bid item Location Pipe Aprons Outlets Connected Pipe Trench Granular Porous Class "A"Crushed Concrete C.M.P., Joints (RF -14)* Drain Material Backfill* Remarks Type of Dia. Length RF -3 RF -5 RF -19E RF -19F Stone* No. Station to Station Installation C.M.P. Coated, or plastic Blanket - IN LF No. No. No. L No. T e LF CV CV CY 1 18+57.26 19+18.10 Plastic 8.0 70 _jy2e L J__ __ _ - -_ I _ -j. Connect to ST -06 2 I 20+75.00 21+58.23 Plastic 8.0 110 ------ I I -Connect to ST -04 3 21+58.23 22+17.79 Plastic 8.0 74 I,. I _ {.':. •--- 1 -... �. 4 22+17.79 22+75.85 Plastic 8.0 66 5 122+20.00 122+52.00 Plastic 8.0 53 T- _ Totals 375 ENGLISH IOWA DOT I DESIGN TEAM Snyder & Assosciates, Inc. _ Johnson COUNTY (PROJECT NUMBER STP -U-3715(636)--70-52 (SHEET NUMBER C*9 I ' lJ/Ji/JP16 ll GdFfi 6X mirla�4 ll' Jn��a,tc\ll6 P>l i\(a AA \ll6fl Jli rP> r cm EROSION CONTROL STABILIZING CROP SEEDING Following the completion of work in a disturbed area, place stabilizing crop, fertilizer, and mulch on the disturbed area as follows: Use seed mix and fertilizer meeting the requirements of Section 2681.03,[,1 of the Standard Specifications. Use mulch meeting the requirements of Sections 2601.03,E,2,a and 4169.07,A of the Standard Specifications. Preparing the seedbed and furnishing and applying seed, fertilizer, and mulch is incidental to mobilization and will not do ­ic-- moo---. 1 -1 ­ EROSION CONTROL (URBAN SEEDING) owing the completion of work in a disturbed area, place seed ilizer, and mulch on the disturbed area as follows: seed mix and fertilizer meeting the requirements of Section .03,C,4 of the Standard Specifications. mulch meeting the requirements of Sections 2601.03,E,2,a and .07,A of the Standard Specifications. aring the seedbed and furnishing and applying seed, ilizer, and mulch is incidental to mobilization and will not EROSION CONTROL ective ciearing will oe requirea on finis proJeci. not remove any trees outside of the construction limits without Engineer's approval. This includes areas in divided medians inside interchanges. -aring along the right-of-way line will be necessary to permit tallation of fence. This clearing should be done as soon as sible with trees cut off at the ground line. 232-6 10-18-11 EROSION CONTROL_, SELECTIVE CLEARING' Selective clearing will be required on this project Do not remove any trees outside of the construction limits withp" the - Engineer's aDDroval. I _,j ENGLISH IOWA DOT DESIGN TEAM Snyder & Assosciates, Inc. Johnson COUNTY (PROJECT NUMBER STP -U-3715(636)--70-52 (SHEET NUMBER C*10I I i 105-4 108-33 10-18-11 04-16-13 STANDARD ROAD PLANS * Not a bid item. plans may result in Anchorage requirements are additional TBR sections TEMPORARY BARRIER RAIL Refer to BA -400 and BA -401 based on TBR locations shown in the plans. TBR alignments requiring anchorage. that vary from what is shown in the The following Standard Road Plans apply to construction work on this proiect. BA -401 EC -101 04-16-13 04-20-10 Temporary Barrier Rail (Precast Concrete) Wood Excelsior Mat for Ditch Protection No. Station to Station Length Select One Anchored* Remarks EC -103 04-20-10 Wood Excelsior Mat for Slope Protection EC -201 04-20-10 Silt Fence Steel Concrete V N EC 204 10-16-12 _ Perimeter and Slope Sediment Control Devices _. IF BA -460 8A-401 1 20+82.44 21+93.91 112.5 X No Stage 1 - Embankments LI -142 10-21-14 Electrical Installation (Bases) 2 22+77.82 ' 25+39.06 262.5 X No Stage 1 _.. LI 152 10-21-14 _ ^.. Control Cabinet (Pad -Mounted) 3 115+96.92 125+12.04 915.1 X Yes Stage 3 LI -201= 10-21-14 _ _____ _ tight Pole Foundation _._ _ _ 4 18+73.40 20+72.63 199.2 X No Stage SA LI -211 10-21-14 Slip Base for Light Poles MI -102 04-16-13 Chain Link Fence Construction MI -210 10-15-13 PCC Driveways and Alleys _ _ Totals 1489.4 MI -220 10-16-12 Detectable Warnings and Pedestrian Ramp_ PM -110 04-16-13 Line Types_. _ ._._ _.. PM -111 PM -240 PM -550 10-16-12 04-16-13 04-19-11 Symbols and Legends .Railroad Crossing on Two -Lane Roadway Two -Lane Roadway with Two -Way Left Turn Lane 1 3-1 84--16--1313 PV -101 10-21-14 Joints SIDEWALKS PV 102 PV -103 04-15-14 04-19-11 PCC Curb Details Manhole Boxouts in PCC Pavement See MI -220 and S Sheets - PV 106 10-15-13 PCC Railroad Approach Section RF -2 E4-15-14 Construction of Type "C" Concrete Adaptors for Pipe Culvert Connections _ RF -3 10-15-13 Concrete Aprons RF 14 RF 19C 04-16-13 10-16-12 Connected Pipe Joints') Subdrains (Longitudinal) (�-- RF-19E 10-21-14 Outlets for Longitudinal, Transverse and Backslope Subdrains RF -26 1 10-15-13 ;Pipe Apron Guard RF 31'' 03-28-95 Depth of Cover Tables for Concrete Pipe _'-- RF 39 10-21-14 'Scour Protection for Bridge End Drain Road Identification Station to Station Side O O O 4" PCC Sidewalk PCC Sidewalk PCC Sidewalk Detectable warnings Remarks RF -40 SW -101 SW -102 SW -403 SW -401 SW -501 SW -505 SW -506 SW -512 SW -513 SW -514 SW 602 SW -603 SW -604 TC -1 TC -212.. TC -252 !. TC 253 TC 419 TC -601 WM-101 10-lS-13 04-21-09 04-21-09 04-21-09 04-21-09 10 16-12 10-16-12 10-16-12 10-21-14 04-21-09 04-21-09 04-15-14 10-15-13 10-20-09 04-16-13 04-16-13 04-17-12 10-21-14 10-15-13 10-18-11 04-21-09 Rock ume for ain Trench Bedding anddge End BackfillrZones _ _ -__ Rigid Gravity Pipe Trench Bedding - --_"" Flexible Gravity Pipe Trench Bedding _____ _ Circular Storm Sewer Manhole Single Grate Intake _ Double Grate Intake _ _ _ _ -- ' `� Double Grate Intake with Manhole Circular Area Intake Open Sided Area Intake _ Boxouts for Grate Intakes Castings for Storm Sewer Manholes _ '- - - - -- Castings for Grate Intakes _ Castings for Area Intakes Work Not Affecting Traffic (Two -Lane or Mu1t1-Lane) Spot Location Lane Closure with Flaggers Routes Closed to Traffic Paved On -Site Detour Lane Closure on Undivided Highway Pedestrian Detour Thrust Blocks - _ FT FT % SV SV SV SF LET AVE 16+90.00 17+21.16 RT 5.00 4.00 4.00% 14.3 ' 1ST AVE 16+90.00 17+16.55 LT 7.00 4.00 4.00% 11.2.; --- IST AVE 17+21.16 17+53.85 RT 5.00 4 TO 8 4.00% 33.7 16 (1) ... IST AVE 17+16.55 17+43.98 LT ].00 4.00 4.00% _ 26.2 18 (1) _. IST AVE 17+78.79 22+64.88 RT 5.00 8.00 4.00% 447.5 37 (1) 1ST AVE 17+81.93 18+15.00 LT 5.00 6.00 4.00% 36.5 17 (1). JET AVE 23+02.76 25+61.06 RT VARIES VARIES 4.00% 230.8 74 (2) SST AVE 23+72.05 25+57.67 LT VARIES VARIES 4.00% _1 123.5 26 (3) IST AVE 25+68.56 26+13.26 RT VARIES 4.00 4 4.00% 27.8 _ 30 (3) LET AVE 25+89.54 26+09.58 LT VARIES 4 TO 8 4.00% 12.4 _ __ _24 (3) MALL DRIVE 215+81.00 217+09.09 IT, 6.00 5.00 4.00% 65.4 _.._ MALL DRIVE 216+30.00 217+03.84 RT 7.00 4.00 4.00% 34.2 SEJH ENTRANCE 323+23.83 324+27.41 LT VARIES 6.00 4.00% _ 90.7__ 12 (4) SE)H ENTRANCE 323+37.66 324+98.65 RT VARIES 6.00 4.00% _ 110.2 _ 12 SEJH EXIT 350+61.42 351+25.00 RT 0.00 6.00 N/A 56.8 24 (4) 1ST AVE DETOUR 116+88.42 121+17.56 RT 5.00 5.00 4.00% 249.3 30 IST AVE DETOUR 121+79.84 124+82.14 RT 5.00 5.00. 4.00% 153.9 IB BELOW BELOW (2) BELOW (3) BELOW BELOW BELOW BELOW BELOW WM-102 04-21-09 Tracer System ---- - - WM-201 04-19-11 __ Fire Hydrant Assembly (1) INCLUDES PEDESTRIAN RAMP AT MALL DRIVE (2) INCLUDES PEDESTRIAN RAMP AT SEJH ENTRANCE - - ' (3) INCLUDES PEDESTRIAN RAMP AT BRADFORD DRIVE _ -- - (4) INCLUDES PEDESTRIAN RAMP AT SEJH EXIT TOTALS 528.4 1196.3 330 EROSION CONTROL STABILIZING CROP SEEDING Following the completion of work in a disturbed area, place stabilizing crop, fertilizer, and mulch on the disturbed area as follows: Use seed mix and fertilizer meeting the requirements of Section 2681.03,[,1 of the Standard Specifications. Use mulch meeting the requirements of Sections 2601.03,E,2,a and 4169.07,A of the Standard Specifications. Preparing the seedbed and furnishing and applying seed, fertilizer, and mulch is incidental to mobilization and will not do ­ic-- moo---. 1 -1 ­ EROSION CONTROL (URBAN SEEDING) owing the completion of work in a disturbed area, place seed ilizer, and mulch on the disturbed area as follows: seed mix and fertilizer meeting the requirements of Section .03,C,4 of the Standard Specifications. mulch meeting the requirements of Sections 2601.03,E,2,a and .07,A of the Standard Specifications. aring the seedbed and furnishing and applying seed, ilizer, and mulch is incidental to mobilization and will not EROSION CONTROL ective ciearing will oe requirea on finis proJeci. not remove any trees outside of the construction limits without Engineer's approval. This includes areas in divided medians inside interchanges. -aring along the right-of-way line will be necessary to permit tallation of fence. This clearing should be done as soon as sible with trees cut off at the ground line. 232-6 10-18-11 EROSION CONTROL_, SELECTIVE CLEARING' Selective clearing will be required on this project Do not remove any trees outside of the construction limits withp" the - Engineer's aDDroval. I _,j ENGLISH IOWA DOT DESIGN TEAM Snyder & Assosciates, Inc. Johnson COUNTY (PROJECT NUMBER STP -U-3715(636)--70-52 (SHEET NUMBER C*10I I i PREVENTION PLAN This Base Pollution Prevention Plan APPP) Includes Information on Rotes and ReSponSIDltltleS, PrO]eCt blte uescrlpt1on, controls, Maintenance Procedures, Inspection Requirements, Non -Storm Water Controls, Potential Sources of Off Right -of -Way Pollution, and Definitions. This plan references other documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as needed per plan revisions or by contract modification, will be readily available for review. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a source of potential pollution as defined in this PPP. I. ROLES AND RESPONSIBILITES A. Designer: 1. Prepares Base PPP included in the project plan. 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. 3. Signature authority on the Base PPP and NDI. B. Contractor/Subcontractor: 1. Affected contractors/subcontractors are co -permittees with the IDOT and will sign a certification statement adhering to the requirements of the NPDES permit and this PPP plan. An co -permittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. 2. Submit a detailed schedule according to Article 2602 of the Specifications and any additional plan notes. 3. Install and maintain appropriate controls. 4. Supervise and implement good housekeeping practices. 5. Conduct joint required inspections of the site with inspection staff. 6. Signature authority on Co -Permittee Certification Statements and storm water inspection reports. C. RCE/Inspector: 1. Update PPP whenever there is a change in design, construction, operation or maintenance, which has a significant effect on the discharge of pollutants from the project. 2. Maintain an up-to-date list that identifies contractors and subcontractors as co -permittees. 3. Make these plans available to the DNR upon their request. 4. Conduct joint required inspections of the site with the contractor/subcontractor. S. Complete an inspection report after each inspection. 6. Signature authority on storm water inspection reports and Notice of Discontinuation (NOD). II. PROJECT SITE DESCRIPTION A. This Pollution Prevention Plan (PPP) is for the reconstruction of a 1st Avenue of Iowa City, Iowa. B. This PPP covers approximately 16.98 acres with an estimated 11.78 acres being disturbed. The portion of the PPP covered by this contract has 11.78 acres disturbed. C. The PPP is located in an area of Fayette soil association. The estimated average SCS runoff curve number for this PPP after completion will be 68. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: 1. Drainage patterns - Plan and Profile sheets and Situation plans. 2. Proposed Slopes - Cross Sections. 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets. 4. Location of Structural Controls - Tabulations on C sheets. 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. 7. Surface Waters (including wetlands) - Plan and Profile sheets. 8. Locations where storm water is discharged - Plan and Profile sheets. 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 an arbitrary stream. III. CONTROLS A. The contractor's work plan and sequence of operations specified in Article 2602.03 for accomplishment of storm water controls 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. B. Preserve vegetation in areas not needed for construction. C. Section 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. Actual quantities used may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries or by contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will be paid for according to Article 1109.03 paragraph B. 1. EROSION AND SEDIMENT CONTROLS 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 (100-1A) and Estimate Reference Information (100-4A) located on the C sheets of the plan. Additional items may be found in the Inspector's Daily Reports (IDR) 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 (100-1A) 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 B 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 POLLUTION PREVENTION PLAN a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental 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. 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, storage, and use. 3) Stockpile Management - Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and paving. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as authorized by a Section 404 permit. 5) Spill Prevention and Control - Implement procedures to contain and clean-up spills and prevent material discharges to the storm drain system and waters of the state. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide directions to truck drivers where designated washout facilities are located. 7) Vehicle and Equipment Cleaning - Employ washing practices that prevent contamination of surface and ground water from wash water. 8) Vehicle and Equipment Fueling and Maintenance - Perform on site fueling and maintenance in accordance with all environment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids on site. 9) Litter Management - Ensure employees properly dispose of litter. 3. APPROVED STATE OR LOCAL PLANS During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at the time. IV. MAINTENANCE PROCEDURES The contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their capacity. V. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm water monitoring inspections will include: 1. Date of the inspection. 2. Summary of the scope of the inspection. 3. Name and qualifications of the personnel making the inspection. 4. Rainfall amount. 5. Review erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 6. Major observations related to the implementation of the PPP. 7. Identify corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found and complete all actions within 3 calendar days of the inspection. VI. NDN -STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of patio blocks, Class A stone, erosion stone or other appropriate materials. VII. POTENTIAL SOURCES OF OFF RIGHT -OF -WAV (ROW) POLLUTION Silts, sediment, and other forms of Pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be conveyed and controlled per this PPP. VIII. DEFINITIONS A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items and fieldbook entries made by the inspector. C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and item postings. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize contaminants from other types of waste or materials. E. Signature Authority - Representative from Designer, Contractor/Subcontractor, or RCE/Inspector authorized to sign various storm r r7 ENGLISH I IOWA DOT DESIGN TEAM Snvder & Assosciates, Inc. I 7ohnson COUNTY (PROJECT NUMBER STP -U-3715(636)--70-52 ISHEET NUMBER C,11 I ' SURVEY SYMBOLS UTILITY LEGEND PLAN VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS Features Existinu LINEWORK Design Color No. Gray, Dark (250) Existing Topographic Features and Labels Spot Elevation 93p OE , FO WINDSTREPM COMMUNICATIONS Contour Elevation i'93_ STEVE GRITMAN/MARY LNR/GREG TROEGER Gray, Dark (250) Proposed Alignment, Stationing, Tic Marks, and Alignment Annotation Fence (Barbed, Field, Hog) -X—X- OFFICE: (319) 790-7678 (GREG TROEGER) Fence (Chain Link) - _ OFFICE: (319) 385-5054 (MARY LAIR) Gray, Dark (250) Existing Utilities Fence (Wood) STEVEN.GRITMANQWINDSTREAM.COM SHADING Design Color NO. Fence (Silt) MARY.LARQWINDSTREAM.COM Tree Line ..,...,... GREGORY.TROEGERQWINDSTREAM.COM Tree Stump Gray. Light (253) Proposed Pavement and Sidewalk Shading -� UNIVERSITY OF IOWA (ITS) TREVOR WILLIAMS Deciduous Tree or Shrub OFFICE: (319) 335-2223 /+�, CELL: (319) 551-6074 Reference Point RIGHT-OF-WAY LEGEND Coniferous Tree or Shrub V TREVOR-WILLIAMSQUIOWA.EDU I n Survey Line Fiber Optic, Telephone Line - Overhead or Underground --C(C)-- CITY OF IOWA CITY Station A Proposed Right-of-Way Fiber Optic, Telephone Line - Overhead or Underground --C1(C)----— Section Comer Fiber Optic, Telephone Line - Overhead or Underground --C1(D)-- INS JEFF KLOCKO A Existing Right of Way Fiber Optic, Telephone Line - Overhead or Underground FOI(C)-- Fiber Optic, Telephone Line - Overhead or Underground --F02(C)-- (515) 830-0445 - --...... ---- Ground Line Intercept Fiber Optic, Telephone Line - Overhead or Underground -- FOI(D)— JEFFunetins.com Q Existing and Proposed RLght-of-Way Fiber Optic, Telephone Line - Overhead or Underground --F02(D)-- MIDAMERICAN HIGH VOLTAGE Saw Cut Underground Electric --E(C)--®NROE JOHN MO Easement and Existing Right-of-Way Underground Electric --- SID) --- OFFICES (5563163) 333-8186 Underground Electric 9 ---E1O)-- JCMONROEQMIDAMERICAN.COM Guardrail O Easement (Temporary) Underground Electric --E3(GY-- Overhead Electric --OE(D)-- G(D) MID AMERICAN ENERGY, GAS Trench Drain Easement Gas Main with Size G(D) DON MASTON Water Main with Size Sanitary Sewer with Size —W(D)— -- 12"S(D)-- 1530 LOWER MUSCATINE ROAD IOWA CITY, IA 52240 _;�, HlghTenslon Cable ASC Access Control Sanitary Sewer Manhole 0 OFFICE: (319) 341-4461 Guardrail 12" ST CELL: (319) 325-4352 —HIQ— Property Line Storm Sewer with Size ------ DWMASTONQMIDAMERICAN.COM ^^^^^^^^^^^^^^^^^^^^^^^^ Sheet Pile Storm Manhole Single Storm Sewer Intake Double Storm Sewer Intake 0 p E(D) MID AMERICAN ENERGY, ELECTRIC (ENGINEER) JASON WARREN Pavement Clearing & OFFICE: (319) 341-4425 Removal Grubbing Area Fire Hydrant A CELL 330-7301 Fire Hydrant on Building ,R JLWARRENENOMIDAMERICAN.COM Water Main Valve Water Service Valve ® CID) CENTURY LINK Well 8 KEVIN HEEREN Water Meter Pit ® (515) 263-7272 Utility Pole -9. KEVIN.HEERENOCENTURYLINK.COM Guy Anchor T Utility Pole with Light 04 VERIZON Utility Pole with Transformer d" STEVE BONCZKOWSKI Street Light OFFICE: (630) 395-6414 Yard Light Q CELL: (630) 327-6959 Electric Box DEB STEPHEN.BONCZKOWSKIOVERIZON.COM Electric Transformer © MEDIACOM Traffic Sign Telephone Junction Box 1 ff KEVIN FOUNTAIN Telephone Manhole 6 OFFICE: (319) 621-8466 KEVINFQMEDIACOM.COM r-> i Gas Valve ® Gas Manhole TO FIBERLINK Gas Apparatus © GEORGE LAPKA _ Cable TV Junction Box D OFFICE: (402) 553-7239 •�—t Cable TV Manhole © CELL: (402) 889-6056 Fence Post or Guard Post • GEORGE.LAPKAQPNPT.COM t Underground Storage Tank ® C'} �0 Above Ground Storage Tank azn IOWA CITY FIBER OPTIC Sign Al TRENT HANSON Satellite Dish q OFFICE: (319) 356-5433 Mailbox TRENT-HANSONQIOWA-CITY.ORG --� ng So(F Sawcut cut (Full Depth) r S(D), ST IOWA CITY WASTEWATER/STORMWATER I? ROGER OVERTON OFFICE (319) 887-6104 =- CELE321-3353 ROGER-0 -OV V ER TONQIO W A-CIT Y.ORG W(D) IOWA CITY WATER DISTRIBUTION CHRIS PARIZEK OFFICE: (319) 356-5606 CHRIS-PARIZEKQIOW A-CITY.ORG IOWA INTERSTATE RAILROAD TOM KLEMM OFFICE: (319) 098-5417 CELL: (319) 430-2351 TRKLEMMOIAISRR.COM IOWA CITY TRAFFIC GUY IRVIN OFFICE: (319) 356-5192 CELL: (319) 331-1330 GUY-IR V INQIOWA-CIT Y.ORG PLAN AND PROFILE LEGEND AND SYMBOL INFORMATION SHEET (COVERS SHEET SERIES D E. F & K) ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER D,1 1'1)5/2014 J:\2014 Projects\114.0213\Gadd\CD_ 1140213_001. dgn Y -\print drivers\Black_Cray\V8iBWHolfWeightPDF.pltcfg \pen\dpie.tbl ]nyder 1�zuu Tw CO. ROW 1e.. 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FIRSTAVENL 1. vir v\\ / % o ♦ ♦ / q \ —�� GOODWILL Sf INDUSTRIES OF IOWA \\ �� \ / SCPLE (FEET) ---- SHOOFLLY�1y, EXISTING GRADE AT BASELINE - - -- EXISTING STC EXISTING FIRE _-------- --- . EXISTING GAS ______--- .-EXISTING COMMUNICATION PROPOSED GRADE jy b EXISTING FIBER OPTICle A W EXISTING FIBER OPTIC n ac \% STEVEN J.N / ✓ CRANE / 16 / / / ♦ / \t RMANENT EASEMENT (TYP.) / IOWA CITY COMMUNITY ' MID AMERICAN RELOCATIONS 9e EXISTING WATER (ABANDONED)- `EXISTING SANITARY SEWER (ABANDONED) F; S b n w x o D.S. • 30 MPH n w N K • 19 m 170.00' V.C. N of j V.P.I. Sta. 17.82.00 n 'P V.P.I. Elev. • 693.82 > m V.P.I. Sta. 20+27.00 V.P.L Eley. • 679.12 j 275.00' V.C. D.S. • 30 MPH (STREET LIGHTING) K = 20 Lt URBAN, NO DITCH Lt Med Mod Rt ,: URBAN, NO DITCH Rt 0 YI l0 10 01 m N ,rr b f N Y T f n h n Jl N m ,O de n n ,� OmI ,D ♦m q �•1 N f 0 n O O Omr rm0 Cml t0 Gm rm'1 Y Jpf Y 0 1020 n N O N JI OO IG 10 h N O ^ r0 b b b 0101 Or -0. O NNN N N Oed ed T OP0 OO pili NO p 0 m m m $ mq p�. m pN� 2 02dd pN ,,, ed )O 7 ,O r0 0N r0 N r0,O 'Qrn 0 10 ENGLISH IOWA DOT DESIGN TEAM © $NYDER BASSOCIATES CITY OF )OMA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715f63S1--70-5Z SHEET NUMBER U=2 uua nnsnm4 .nAIM4 P,.t—k\1140J13\Cadd\CO 1140213 nozd.n -------- --r n\oen\dote.ml Snyder 1:40 > / i STEVEN J. CRANE BARBARA Y. MEADE KERRY R. KNEPPER CHARLES D. NEWMIRE RICHARD P. BYRUM JORJA S. LUKEKING 5 _ JO j - 16 15 14 13 12 11 Z �/ j hrtiE TPN T.17 GUVEN w J PAUL SW RTZENDRUBER / • i { ? H 10 N - - -t N AO N N N N ______________ _____ 2 / + PROTECT TREES / ________ _____ _______________ IN PARCEL II --------------- STA. 25+43.36 "- _ _ _ _ _ _---------------------T�-_ _._:_ f.� _-,------------------------------------------- ------------ ----- -- o"_ r—_ ----------- z -- — ,----------- END ROADWAY CONSTRUCTION -- - - - - - - _n rni� _I FIRST AVENUE _ __________ 323+00 BEGIN 10:1 TAPER "#.)) TRAFFIC STA. 2119.. .55, 23.50 RT SIGNALIZATION (TYPJ 101 TAPER _ u'■ N'e 16'e 16'e 16'e - NPe 1i'■ t6'e If■ IPe 1f'e / REFER TO E SHEETS FOR SIDEROAD i RR INFORMATION I(TYP.) EXISTING ROW (TYP.) END 10,1 TAPER REFER TO F SHEETS FOR jSTA. 24148.55. 28.50 RT ONSITE DETOUR INFORMATION �6 1 / / > REFER TO H SHEETS FOR r`PERMANENT EASEMENT (TYP) ,�RIGHT OF WAY INFORMATION "6 -GRADING LIMITS (TYP.)REFER TO L SHEETS FOR INTERSECTION DETAILS CSCHOOL DISSWA CITY TRCi TY �•�' �p STORM SEWERREFER TO M SHEETS INFORMATTIION REFER TO N SHEETS FOR OWA CITY COMMUNITY j / / �--'TRAFFIC SIGNN.IZATION SCHOOL DISTRICTMID AMERICAN ENERGY UNDERGROUND UTILITY TEMPORARY EASEMREFER TO U SHEETS FOR n6 RELOCATIONS ARE PROPOSED IN THIS AREA. I WATERMAN INFORMATION 715 EXISTING GRADE AT BASELINE -- 710 �\___-----��•� - 1p 705 ------------- -_----- PROPOSED GRADE o ___ J _ J W 700 1 O EXISTING GAS u+ EXISTING WATER (ABANDONED) - 695 C EXISTING SANITARY SEWER (ABANDONED) .•1 685 680 Lt Med Rt NO NO V.P.I. Sto. 24160.00 V.P.I. Elev. • 713.76 K •30 D.S. • 35 MPH EXISTING^ FIBER OPTIC -..-- - - 715 ` f 01 m b 710 �O O b N 10 YI O r r 1D N L'1 b q ^ ITT 705 01 n N h Obi In I s b q Ib0 b 10 '] n n f 07 b N q q mY r 1m0 700 �p mb OmI qp O N �l V Jf b b Ip n _ y - p N O O y.> t 695 � n n 690 O N ry q il0 M n b m � � N N Mj h V V N I(1 N Ip 10 685 10 10 10 680 10 Iq0 Lt b 10 Med 10 n Rt f 01 m b N O �O O b N 10 YI O r r 1D N b 1p 10 IO b b N N nl b q ^ b N b 10 nl 01 n N h Obi n b b q Ib0 b 10 '] n n f 07 b N q q mY YmI mN 1m0 1m0 n �p mb OmI qp O N �l V Jf b b Ip n b q S p N O O H f f O O Ifl � n n Y1 b q O O N ry q il0 M n b m � � N N Mj h V V N I(1 N Ip 10 10 10 10 10 10 10 � 10 10 Iq0 lO N Iq0 10 10 1q0 b 10 10 10 n n 1+ N. 1� I� h 1� 1� 1� 1� 1� 1� 1� 1� I� 1� 1� 1� I� ENGLISH IOWA DOT DESIGN TEAM �. $NYDER S ASSOCIATES CITY OF IONA CITY JOHNSON COUNTY PROJECT NUMBER STP-U'3JIFJIE3GI--JB'S2 SHEET NUMBER 0.3 HMP 11/25/2014 J:\2014_Proiects\114.0213\Codd\CD_1140213_003.dgn ...............e.... o...... c..... ��u.cwu..uw_...�onc..n..... 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GO 1 - - GOODWILL RIES _ --_` SE 0 O a 1 I 0 00+9 m 1 1 II'II 'I'I 1 I c BEGIN SIDEWALK AND WALL 1 .� 1 I STA. 215+81.00 SICNALIZATION 'I (TVP.) -� I MALL DRIVE I I _ O 1 I BEGIN ROADWAY REFER TO D SHEETS 1 FOR MAINLINE INFORMATION STA. 216+30.00 ____ ----- 0 -� � I i REFER TO F SHEETS FOR „ - ei�' I STA. 217+60.70, MALL DRIVE ONSITE DETOUR INFORMATION TEMPORARY EASEMENT (TYP.) 1 STA. 17+60.70, 1ST AVENUE REFER TO H SHEETS FOR 1 ! 2:1 TAPER 1 RIGHT OF WAY INFORMATION I I I 00*LL 5'0+11 1 REFER TO L SHEETS FOR I INTERSECTION DETAILS REFER TO M SHEETS FOR 20 i I STORM SEWER INFORMATION FOUR SEASONS S FOUR SEASONS r 1 RIC 17 LTD TRAFFIC SIGNALIZATION REFER TO N SHEETS OR 41 CAR WASH CO. ® CAR WASH CO. Cx�) CJ i MID RELOCATIONS ARE PROPOSED INICAN ENERGY OTHIS AREA.UND Y 710 705 700 - - TA.215+8 00 \ MATCH EXI TING SIDEWALK 695_______ - _._____.___ ____)_362 675 Lt Med At n n PROPOSED GI V.P.I. Sta. 216+30.00 V.P.I. Elev. = 693.21 cw vi e. • -0.12' K - 25 to 50.00' V.C. `v V.P.I. Sto. 216+60.00 m n V.P.I. Elev. • 692.83 > n 8 . Sto. 217+15.00 e I. Elev. • 691.10 40.00' V.C, w ex • 0.26' O K 7 uiJ av tir EXISTING GRADE AT BASELINE � di o. 42,00%+2.00 +2.487 V.P.L Sta 217+48.70 aa V.P.I. Elev. • 691.88 �VP.I. Ste. 219+3765 V.P.I. Elev. • +37.2 EXISTING STORM SEWER ,— URBAN, NO DITCH—� r- URBAN, NO DITCH 01 7101 7051 6801 MALL DRIVE 6751 Lt Med Rt C:S 700 C-1 rn i mm mm 2 m 2 m� mm m��'1S 695 :� U �A ENGLISH IOWA DOT DESIGN TEAM SNYDER&Ass01ATE5 _ 690 CITY OFIOWA CITY 685 6801 MALL DRIVE 6751 Lt Med Rt n a nmm mmm a am mm mm mm mm mm mm 2 m 2 m� mm m��'1S m N r lC m m Jm ENGLISH IOWA DOT DESIGN TEAM SNYDER&Ass01ATE5 CITY OFIOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER E•I HMP 11/25/2014 JA2014 Pro iects\114.0213\Gadd\CD_1140213-EO1.dgn v.�...�.a n...,..•�ai,..o r..,...waawu..uw..,.mm�r ..Orl.. Y�\Oen\dote.tbl Snvnrr i40 P.I. Sic. 323+68.52 - - ` o = 72.31' 24.86" (RT) ` \ \ T 55.93' '•,' \ \ C • 46. 23'48.26" (LT) \ \\ L • 60.73' TEMPORARY EASEMENT (TYP.) t ;,. y t %%v E 1ie:a3 BEGIN - ` ROADWAY `, E • 6.60' EXISTING ROW fTYP.) 1 O 1 ' O 1 ✓ \ R _ 75.00' o� STA. 323+13_50 �R7` .00_ _ _ _ ------ -------�\ G ,' __ = RADING LIMITS (TYP.) f Yi 0In Lr) �� 1 ) 1 ,� N In GRADING LIMITS (TYP.) " 1 u+ ^'s - - __---" BEGIN ROADWAY yon �• 1 ` it N `� STA. 324+66.82 /'1 IOWA CITY COMMUNITY ` I SCHOOL DISTRICT i STA. 350+50.00, I 6 �PERMAHENT EASEMENT (TYP.) j/ SCHOOL EXIT 1, / i/ / / i END ROADWAY y �\ ' = STA. 324+66.82, / % STA. 351+35.00 SCHOOL ENTRANCE W \ \ `\ % SCHOOL ENTRANCE / ' o `END ROADWAY b / ° \ `•STA. 325+25.0 ' \�A `��`� / /RE AND Se.ea• � � j SCHOOL EXIT REPLACE ,� I IPA REFER TO D SHEETS /t 325+:DO- FOR MAINLINE INFORMATION F 4° - A 1 REFER TO F SHEETS FOR \` STA' 322+90.00, \ IY `o---- `° J %•�"' ONSITE DETOUR INFORMATION , `` �� ���' REFER TO H SHEETS FOR SCHOOL ENTRANCE \ m �.�' �/-1' ' RIGHT OF WAY INFORMATION STA. 22+90.00, STA. 324+66.82, — _ �PERMANENT EASEMENT (TYP.) REFER TO L SHEETS FOR INTERSECTION DETAILS \ 1ST AVENUE SCHOOL ENTRANCE IOWA IOWA CITY COMMUNITY '(\ SCHOOL DISTRICT STA. 350+62.50, �.� `TEMPORARY EASEMENT (TYP.) N REFER TO M SHEETS FOR f �9£ © 30.91' STORM SEWER INFORMATION ) SCHOOL EXIT'. `� REFER TO N SHEETS FOR + \\ EXISTING ROW p fTYP.I pp\ \ `\ n a 20 Ll TI •"'� 1 TRAFFIC SIGNALIZATION \ `\ I rrl W REFER TO U SHEETS FOR \\ N .,-. WATERMAN INFORMATION SCALE (FEET) \ I SLAEE tFEETI I �� rJ V.P.I. Ste. 323+85.00 V.P.I. Ebv. • 700. 0 m o V.P.I. Sta. 324+80.00 v+ c V.P.I. Elev. = 705.16 on V.P.I. 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Ele, - 699.79 690 690 685 685 680 ISCHOOL ENTRANCE SCHOOL E—X -IT-1 680 Lt URBAN, NO DITCH - I URBAN, NO DITCH Lt Med Med Rt URBAN, NO DITCH --1 URBAN, NO DITCH NJ Rt ^ N N ,ff N M , N O O, 11 N CT N N n N b m O er f ,O N ,e 2 O O O 0 W m N O 0 b Ip m OO q pi q q O O O O q p p p O O O O p O N O O O O 0 N O O O O 0 O V ♦ Y Yl ,A Yl f O O O O O O O Y f O O O V O O 0 O 0 O 0 O 0 O 0 O 2 n 2 + n 2 n n 24+20 n 2 n 2 n n 2 n n n n ENGLISH IOWA DOT DESIGN TEAM � SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-37151636)--70-52 SHEET NUMBER EZ ,RAI' 11/25/2014 Jz\2014_Projects\114.0213\Codd\CD_ 1140213_LU2.dgn Y -\print drivers\Black_Gray\VBiBWHoltWeighlPDF.pltc(g Y:\pen\da(e.tBl enyaer I+p 3001 LLC ® oo O N N N N F0 FO FO FO FC FO FO FO _._._._._._._._._._._.-.-._._._._._._._._._._._._._._._._..._............... 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Rt_D_tch Gra —7.10/- Rt. - Ditch- Gratle --------- --- ._ _ --' 685 680 INORTH IA INTERSTATE RAILROAD 680 Lt Lt Med Med Rt DITCH SECTION F MATCH EXISTING DITCH Rt ry O y) N p b O O O i0 O u1 O b O b O b O :rl O b N b f f N O YI Yf N O y) N Q OI OI P OI a1 Q b b 0 6 b b b b b b b m b 6 b Ol al OY b b b b n n n N n N n n n n n n N n n .D .D b b 10 b b b b b .D b b b b 111" b b b b .O b b b b b b .O b N b b b b b b b b b b 10 b b la b b b b b b b b 10 ENGLISH IOMA OOT DESIGN TEAM 6t SNYDER 8 ASSOCIATES CITY OF IOWA CITY JOHNSON COIMTY PROJECT NUMBER STP-U'9715I636I--7B'52 SHEET NUMBER E.9 HUP 11/95/1014 .1:\9014 Pralect.\I140913\Cadd\C0_ 1140213_E09.aan .... ......:..............._.,.e:•..... Y:%Den\ea(e-IbI Smde. 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Elev. • 695.35 -j _-; C-J \O A w 100.00' V.C. u .-� i ' 705 0 ex • 0.06' 0 I'Tt i 705 d K • 226 c 2 � I# PROPOSED GRADE 700 TA 1 434+20.00 -- 700 ELEV.•69$. 2 a > > TCH EXISTING 695- - ------ ' % ---------------- --- -- - - -EXISTING GRADE -------------------_ _ ---- - - 695 690 690 685 685 680 INORTH IA INTERSTATE RAILROAD 680 Lt Lt Med Med At MATCH EXISTING DITCH ol Rt ry ry O O N O N O N O O O a1 T 0 m N N O n N O N n h O a) b 10 f0 N N f ♦ � r1 h Y YI n1 N 17 M b b r0 r0 YJ rG Yl N 0 N N a m b N N N Ca Ca tq0 b b r0 b b m '00 b b b 1mO 'D V •O V. •O b b b b 10 tO ENGLISH IOWA DOi DESIGN TEAM © SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER E,10 HMP 11/25/2014 JA2014 Projects\114.0213\Codd\CD 1140213_ E10.dga Y�\print_drivers\Black_Cray \VBiBWHOIf WeightPOF.yl tcfg `(Apen\daoe.tCl Snyaei O O PROCTOR L GAMBLE HAIR CARE LLC p ._.. 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Ele, • 696.13 PROPOSED GRADE lD 695 -0.74% v E 95 -------------------- L EXISTING GRADE AT BASELINE ex -0.26' '0 •!� 690 W K • 47 W '" 690 100.00' V.0. p V.P.I. Stu. 799*38.70 ad V.P.I. Ele, • 696.50 685 685 v a > > 680 680 675 675 670 ISPUR PROCTOR AND GAMBLE WEST 670 Lt Lt Ned Med Rt Rt OR Or O N N N N N N p O Or 10 m vni r n N b N b b b b b b b b b b b b b b b b b 6 h h b b b b b b + b N i!1 ifl N Jl b b b b b b ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY - JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--78-52 SHEET NUMBER E•17 HMP 11/25/2010 J:\2010 Projects\114.0213\Ccdd\CD ll40213_E17.dgn Y'\prinl_Lriyers\Black_Gray\V9iBWHoltWeigFtPDY.pllc(g Y:\pen\eate.lel Snyder ➢GO POSSIBLE SHORING WALL STA 119+15.16 TO 121+31. TEMPORARY BARRIER RAIL j 2.07 L7" PCC PAVEMENT OR B" HMA PAVEMENT TYPICAL SECTION ONSITE ROADWAY DETOUR STA. 117+89.70 TO 124+27.00 4" PCC TYPICAL SECTION RAILROAD SHOOFLY STA. 512+32 TO 513+38 CENTER OF NORTH MAINLINE TRACK SHOOFLY 110 OR EXISTING SOUTH TRACK 7RALROAD IA � TE 10.0' 9.0' MIN. �� I 115 RE JOINTED j 7•' z 9" z 8'-6" RAIL (TVP) OR TIMBER TIE (TYP) YF�" EXISTING RAIL TEMPORARY SLOPE JP1 BALLAST 2" STONE TYPICAL SECTION RAILROAD SHOOFLY STA 489+10.78 TO 512+32.00 & STA 513+38.00 TO 515+75.00 HANDRAIL FOOTING REALIGNED INTAKE CENTER OF NORTH MAINLINE SHOOFLY TRACK OR EXISTING 110' SOUTH TRACK PROPOSED IA B.0' MINS INTERSTATE I RAILROAD — I TEMPORARY SLOPE EXISTING BALLAST TYPICAL SECTION RAILROAD SHOOFLY STA. 515+75.00 TO EOP (MAINLINE RAILROAD) I DETOUR TYPICAL I SECTIONS & DETAILS ENGLISH IOWA DOT I DESIGN TEAM © SNYDER 8, ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -3715(63E)--70-52 SHEET NUMBER F.1 HMP 11/25/2014 J:\2014 Projects\114.0213\Coda\CO_1140213_FOt.dgn Yn".mt d.im..\Ri,,k c ... \VRIRWHo1,w.imCtPnF mmin Y'\pen\dcte.tb' Snyder 1:20 N c.� uT -T1 m 00 ..... . CO I DETOUR TYPICAL I SECTIONS & DETAILS ENGLISH IOWA DOT I DESIGN TEAM © SNYDER 8, ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -3715(63E)--70-52 SHEET NUMBER F.1 HMP 11/25/2014 J:\2014 Projects\114.0213\Coda\CO_1140213_FOt.dgn Yn".mt d.im..\Ri,,k c ... \VRIRWHo1,w.imCtPnF mmin Y'\pen\dcte.tb' Snyder 1:20 FOUR SEASONS FOUR SEASONS CAR WASH CO. CAR WASH CO. I I 6 n �C) ^\ O� -- _ - SAWCUT AND REMOVE EXISTING CURB \ TEMPORARY SHORING WALL _B^ ) I \ / / PAVTIUPDRARY EMENT \\_ / / CONNECTION -' - STA. 116+91.28 MATCH EXISTING GUTTER GRADE ; ; BEGIN DETOUR j / APPROXIMATE MID AMERICAN j UTILITY POLE LOCATION c i 1 FIRSTAVENUE- I om -n — — ---------'J 11TR'4NSIT10N u u 35'• _-. to✓� / .''� /•/ I I REFER TO D SHEETS FOR 1 r•vri `��`� I �� ¢ a —TRANSITION 'o — �.' /•/ '�'�/ I 1 MAINLINE INFORMATIONp,l. Sta. 117+37.14 �. REFER TO E SHEETS FOR y,��D 3-40'30.BY (RTA /• —'—•—'—'— SIDEROAD 6 RR INFORMATION 11 _ 121.04' REFER TO H SHEETS FOR _ E 9.52' it RIGHT OF WAY INFORMATION R 200.00' /GRADING EXISTING ROW (TYP.) \ 1 16 REFER TO L SHEETS FOR INTERSECTION DETAILS" P.I. Sta. 116+35.84 ` 1 / j 1 TEMPORARY RR CROSSING j LIMITS (TYP.) REFER 70 M SHEETS FOR c • 5.44.35.51" (LT) 77.78' ,,.� ''r (BY OTHERS) ---- ----- -- `� { I ---- --�- P.I. Sta. 119+25.87 A • 85.39'37.X0' (LT) STORM SEWER INFORMATION L E • 0.98' __ _- I `� 1 I 4 �TEMPORARV j T • 129.04' REFER TO N SHEETS FOR TRAFFIC SIGNALIZATION R • 776.00'_____-------� v_------- I \� I EASEMENT I I I `I BASELINE OF SHOOFLY (TVP.) I L • 229'20 E • 38.02' 0 20 _ _ -- E GOODWILL INDUSTRIES I N OF SE IOWA 9 1 R 200.00' IOWA CITY COMMUNITY SCHOOL DISTRICT IA INTERSTATE RAILROAD TO REFER TO U SHEETS FOR `TEMPORARY EASEMENT (TYP.) I I I ' 6 REMOVE RAILROAD WATERMNN INFORMATION I �I 1• © SIGNAL SCALE IFEET) SIGNM CONTROL EQUIPMENT, N 0 715 715 Y a _ rn Ci V.P.I. SIP. 118+95.85 G7 . .^. 710 V.P.I. Elev. • 700.40 ^ •,,,1 -_ 50.00' Y.C.so '.� 710 w ex 0.14' IR K 23 c _z. ' 705 ^ PROPOSED RAILROAD m 705 , y- f - +1.34% PROPOSED GRADE PROPOSED RAILROAD SHOOFLY p n - > +t34% - - - 700 STA 1 7 LEV.•695. B / +0.00% M.35' C^ / - i Ditch Grotle 700 WSTIM MATCH EXIST6IG `+2.21% Y \ o _-__ o_____ �� +00 RT � � ____ F ♦IRT 702.18 \ f o' __ w701.25 695 Q J ISTING EXISTING WATER MAIN 1 J W ot FIBER OPTIC C$ 69 5 o n - _ EXISTING GRADE AT BASELINE m ex -0.2T c di ex -0.05' 690 ry K• 11 t a is K - 57 690 50.00' V.C. 50.00' V.C. g V.P.I. Sta. 118+45.85 F p V.P.L Sta. 119+50.00 a V.P.I. Elev. • 700.40 > V.P.L Elev. • 701.60 685 685 680 FIRST AVENUE DETOUR 680 Lt URBAN, NO DITCH Lt Med MM Rt URBAN, NO DITCH DITCH SECTION SPECIM-gym RL q m N r0 R N t' mr0 N10 pr0 p $ '4 ('y Y e4 T Y p b t1OOV nO hO Pb P N pn OO N OO Oce O O O ON 1O0 mO OO O� OY rG 2 i0. Us10 n n nV N$9 n9 npn$ n n O O OV OY ENGLISH IOWA DOT it CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(63&--7@-52 DESIGN TEAM '- SNYDER & A55oCIATES 21' SHEET NUMBER F.2 tNF 1112S/2014 :\2014_Projects\114.02D\Cadd\CD_ 1140213_ F 02. agv Y:\pant-drivers\Block_GravweiBWHau WeiantPDF.oimro Y:\pen\Eale.tbl Snider 140 JORJA S. LUKEKING J PAUL T N M N -_(14 C14`�_ IW SWARTZEONDRUBER y C) FIRSTq�/E•NUF � � t0 1J MATCH EXISTING GUTTER GRADE EXISTING ROW (TYP.) �F n''.-._ SAWCUT AND REMOVE EXISTING CURB `I _'------_;- STA. 124+77.45 END DETOUR i� I 703.44 1.3/. 704.77 / ~/ / 704.17 , / / --_ /.'. / 3.27 4.871 2.37 % REFER TO D SHEETS FOR MAINLINE INFORMATION REFER TO E SHEETS FOR PROTECT TREE ( SIDEROAD & RR INFORMATIONSTA. 121 1 /TEMPORARY PAVEMENT CONNECTION _ _ - - REFER TO WAY SHEETS INFORMATO STA. 121+23.13 P.I. Sta. 123x65.42 / W RIGHT OF N / `\ 1• i MATCH EXISTING �•� / TEMPORARY CONNECT TO e - 74.14'50.68" (LT) TEMPORARY EASEMENT (TYP.) > REFER TO L SHEETS FOR STA. 121+39,6�-_.O / PERMANENT MANHOLE T • 25.00' C INTERSECTION DETAILS \ / MATCH E%ISTING/ 60L • 1.56' P.I. 26124+36.98 O ST0.127+60.37 // E 1.56' a 26.20'57.00" (RT) O REFER TO M SHEETS FOR 5�MATCH EXISTIt // / TEMPORARY DRAINAGE R • 200.00' T • 46.82' (Y STORM SEWER INFORMATION �`•`� //PIPE AND INTAI(E L 9t.98'MATCH E%ISTING LL B.OZ_� /� / 0 20 E • 5.41' - REFER TO N SHEETS FOR /�'"�.r.�` •\",, `������ // // IOWA CITY COMMUNITY R • 200.00' TRAFFIC SIGNALIZATION SCHOOL DISTRICT / \r'� •\� / (0 REFER TO U SHEETS FOR SCALE (FEET) © WATERMAN INFORMATION 725 725 a _ ry n cv 720 STA. .42 ELEV.-712.78 ui 720 w MATCHH EXISTING Co c V.P.I. Sto. 123+00.00 EXISTING GRADE AT BASELINE t� 715 n V.P.I.Elev.• 706.29 _-------------- —715 170.00' V.C. _ i LQ Il ex • 0.93'(-- p a a K . 39 �--- �fT1 710 i PROPOSED GRADE 710 > __- - --- 710.34 705 _ -_ +1.34% - - - - - Rt. Dilch Grade 347 --- - T/' 705 +1. _ +1.347 Rt. Duch rode ljgi R�r----- +20 RT +00 RT 700 Ditch Grade 703 79 [ 704.88 +00 RT j` 700 702.18 EXISTING GAS MAIN EXISTING WATER MAIN 695 695 690 Lt Ned Rt f• --DITCH URBAN, NO SECTION FIRST AVENUE DETOUR 6901 Lt Med Rt N M n rp m O N Y m N m m m N m m r0 W a! O N nI N m n n O N m m N m m N m N n m r m N m g n rM rrl rrl rrI e1 rrI V V t re Y ♦ . f N N m m Oi ce n R m O r N N O O O O O O O O O O 0 O O O O O O O O O O O O O O O O O O O ENGLISH Illi IOVA OOT DESIGN TEAM © SNYDER $ASSOCIATES CITY OF IOMA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70'52 SHEET NUMBER F.3 11/25/2014 JA2014 Projects\114.0213\Gadd\CD_ 1140213_F0J.U4n Y'\orint drivers\81ack_Gray\V8iBWH.liW.nhtPDF.oltcta Y+\pen\dote.tbl Snyder — REFER TO D SHEETS FOR MAINLINE INFORMATION REFER TO E SHEETS FOR SIDEROAD 4 RR INFORMATION REFER TO H SHEETS FOR RIGHT OF WAY INFORMATION REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM SEWER INFORMATION REFER TO N SHEETS FOR TRAFFIC SIGNALIZATION REFER TO U SHEETS FOR WATERMAN INFORMATION 710 705 700 695 690 685 680 675 Lt Ned Rt SHOOFLY TRACK IA INTERSTATE RAILROAD 0 20 SC&E (FEET) CONSUMERS CO-OP SOCIETY v In 0D GO DD a It EXISTING RAILROAD ROW (TYP.), BEGIN SHOOFLY STA. 485+61.50 FO rrl-.- - -'- -'- -1 I 1 ) GRADING LIMITS (TYP.)-------------� 1 EXISTING RAILROAD ROW (TYP.) 7101 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER F.4 I I ,. 11/25/20"< JA2014 Pro iects\114.0213\CaCC\CD_1140213_Fo4. G9n-1-..- —.._Y:\Oer\dGte.IEl 5nyCer 1:40 N 690 O ___________________________________ EXISTING GRADE AT BASELINE C.1'1 685 705 SHOOFLY RAILROAD 675 M_EXISTING ---I Lt DITCH MATCH Med 1--DITICHING—� Rt �f- m o m 700 71 r r s 695 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER F.4 I I ,. 11/25/20"< JA2014 Pro iects\114.0213\CaCC\CD_1140213_Fo4. G9n-1-..- —.._Y:\Oer\dGte.IEl 5nyCer 1:40 690 40.68% ___________________________________ EXISTING GRADE AT BASELINE PROPOSED GRADE 685 680 SHOOFLY RAILROAD 675 M_EXISTING ---I Lt DITCH MATCH Med 1--DITICHING—� Rt n n a a 10 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER F.4 I I ,. 11/25/20"< JA2014 Pro iects\114.0213\CaCC\CD_1140213_Fo4. G9n-1-..- —.._Y:\Oer\dGte.IEl 5nyCer 1:40 CONSUMERS CO-OP SOCIETY ® STA, 487+77.00 TO STA. 489+10.78 REALIGN EXISTING TRACK 3001 LLC ® o 0 C14 00 t0 Do it EXISTING RAILROAD ROW (TYP.) a Y FO FO FO FO FO FO FO FO FO FO FD Fa FO FO FO FO FO FO FO FO + ^ m +' 3 GRADING LIMITS (TYP.) RAISE EXISTING AND TURNOUT TRACK IN PLACE to m _. _,_.�,_,_,_._._._._._._._._.-._ TRACK STA_ 491+00.00 MATCH EXISTING ^ EXISTING TRACK_. U.AC-------------------- _ - _ _ ----------------------- _ _ _ _._._._._._._-- ------------------- _. _._.._.._ _'_. _----------------- \_._._._ _-_._._._._._._._SHOOFLY ._._._._ _ _ _ _ _ _ _ _ _._ _ _._ _ _ _ _✓ CONSTRUCT -15 TURNOUT _ ._.-._.^ _._ _ _._._._._._._._._._._._._ 6_- _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----! 1 o IA INTERSTATE RAILROAD REFER TO D SHEETS _ FOR MAINLINE INFORMATION REFER TO E SHEETS FOR P.I. Sta. 488+29.16 C 4. 53'58.91" (RT) 0 v SIDEROAD It RR INFORMATION T 81.72' m L 163.34' REFER TO H SHEETS FOR E 1.75' RIGHT OF WAY INFORMATION R 1,910.08' D 3' EXISTING RAILROAD ROW (TYP.) REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TOM SHEETS FOR STORM SEWER INFORMATION P.I. Slo. 486+56.90 A • 4.53' 58.91" (LT) T - 90.65' 0 20 /PLR REFER TO N SHEETS FOR TRAFFIC SIGNALIZATION L • 181.18' E 1.94' 72 ANN M BAUMHOER DAVID K DANIEL JUSTIN L SIMON R CITY OF IOWA CITYREFER TO tINFORMATION SHEETS R WATERMAN D- 3118 1 O 2 O BCPLE (FEET) 3 5 X -JI v�-.t-j FTT 710 c 1 710 L 705 �„ s- 705 V.P.I. Sta. 490X00.00 --- M m V.P.I. Eli • 688.72 7007 V.C. m 00 TOO b ex 0.18' K -159 w 695 695 N ^ U.A.C. EXISTING TRACK a 690 V.P.I. Slo. 487+77.00 a X0.79'/. 690 PROPOSED GRADE V.P.I. Elev. - 688.64 X0.68% -0.15% > > X0.68/ __-----_--- -- - - - - -- - -- -0.15'/. 9% V.P.I. Ste. 491X00.00 V.P.I. Sta. 492X00.00 m V.P.I. Elev. • 689.51 V.P.I. Elev. • 690.30 685 m EXISTING GRADE AT BASELINE 685 W W O e%-0.10' S 680 K • 120 680 100.00' V.C. v V.P.I. Sto. 488+27.00 +� V.P.I. Elev. • 688.98 ,. v > o SHOOFLY RAILROAD 676 675 > Lt 14 MATCH EXISTING DITCH I Lt Ned Mod Rt MATCH EXISTING DITCH _I Rt O ^ d O ^ ♦ b b m N N de b Or tp ^ N b m ea N N O Ot h ,O M N M < h O M N ^ ,r1 O ^ Yl N N M M O ar b M b Jl b ^ m O 01 ra ' N O P OI O rtl b ra ^ ^ m ^mD ^ma ^N T 01 O die mN mM M ♦ Jf mb b Ol m b P T P ad T Or de m m 0 m m m m da m m m m T N at O O do 0 m m m m m m m pq m pN pM m b at Or T T m 0 �O ra ra 486+00 48" iD b b Ol t0 b m b b r��0aa rrr000 b b b b b (mp ra m m m m m m m V r0 b b b re to m m m V) b b b ra b b b b to ra 10 to �a b b b b ENGLISH 10VA OOT DESIGN TEAM SNYDER 8.As50C1ATE5 CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER F.5 HMP 11/25/2014 J:\2014_Projects\114.0213\Codd\CO_ 1140213_1`05.Egn YAprint_driver s\Block_Croy\ v8iBWHatlWeight POF.pitc fg Y'\Den\Epte.tbi nnycer 3001 LLC PROCTOR & GAMBLE HAIR CARE LLC PROCTOR 6 GAMBLE - © © HAIR ©E LLC 4 O T o T Q S♦ Q T N Q) + 17 0) It 0) IA � i AO ____... __..-______...-MIS..Zt n --------- ` 00 0) V' iqO 4 _ _.. _.._f�..Lt _ of \ sp�R " EXISTING RAILROAD ROW (TYP.)-Y Hl 0 FO FO FO FO FO FO Fa F0 FO FO FO FO - ft) FO •.. - F..O - - m a u GRADING LIMITS (TYP.) ,. _.a _._._._._._._._._._._.— —'— `.�._� ._._. _._ _ _ _ _ _ U.A.C. EXISTING TURNOUT U.A.C. EXISTING TRACK — . EXISTING TRACK ACK--------------- — — ----- —------- ._.—._.--- ._._._.------ _._._._. ._. _. _. _._. _. _._._ _. _._._._..._._ _._._._._._._._._._._._ SHOOFLYTRACK _._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - IA INTERSTATE RAILROAD REFER TO D SHEETS I FOR MAINLINE INFORMATION ........................................ REFER TO E SHEETS FOR _..._....................._._._._._._._._._._._._._._._._._._._._._._._._._._ SIDEROAD 6 RR INFORMATION REFERM SHEETS FOR RIGHT OFF WAY INFORMATION REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR EXISTING RAILROAD ROW (TYP.) STORM SEWER INFORMATION— - --- - - ` REFER TO N SHEETS FOR- TRAFFIC SIGNALIZATION CITY OF IOWA CITY O REFER TO U SHEETS FOR WATERMAN INFORMATION SCALE 1FEET1 N U 710 U1 m4 710 rn -Z co F 705 mac`' 705 rTT r 700 700 .. c r., 695 695 EXISTING GRADE AT BASELINE ________4055%___________ 690 ------------------ - - ___ _ _ ________ - 690 V.P.I. Sto 492400.0D U.A.C. EXISTING TRACK V.P.I. Elev. - 690.30 685 685 680 680 675 ISHOOFLY RAILROAD 675 LC 1, MATCH EXISTING DITCH Lt Med Med RC MATCH EXISTING DITCH -� Rt b h N 0 n'f p f O n 0]m N OI b N f 0 N O b N n r7 m n n m o tp N N N^ "� w O O N N f O b b N n P f rrf Y Y JI b t0 t0 n b p YI Ot Or b O O ci b O T N N nr7 ul O b Y b N tO nl f f b N b tp0 pb 011111 O! O O !2 m N N OI r7 V f b b tO t0 q q ONI N P O1 n 01 ONI OI OI 01 P 01 N 01 OI N Or OI OI 01 T 01 Or OI 01 01 01 N 01 001 001 OOi OOi 001 b b b b b OOi b P Or OI b b b P b b T Ot Or T P 0 a 10 b b b b b 01 T P b b b P N Or 01 01 OI 01 01 01 OI 01 b b b b b b b b b 10 b b b b b b b b b b b b b b b b b b b b b b b b b b b b ENVA OO DESIGN TA ITUNTY CYg OF IOWA CITY JOHNSON PROJECT ST NUMBER FBLISH HMP 11/25/2014 J:\2014_Projects\114.021]\Gadd\C_ 1140213_FO6.dgn Y:\print_drivers\Block_Gray\V6iBWHalfWeightPOF.pltcfg n\pen\aom.bi 3.yae. REFER TO D SHEETS FOR MAINLINE INFORMATION REFER TO E SHEETS FOR SIDEROAD 6 RR INFORMATION REFER TO H SHEETS FOR RIGHT OF WAY INFORMATION REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM SEWER INFORMATION REFER TO N SHEETS FOR TRAFFIC SIGNALIZATION 710 705 700 695 690 685 680 BEGIN SHOOFLY STA. 500+15.85 IOWA CITY COMMUNITY 0 20 SCHOOL /C�DISTRICT PROCTOR 6 GAMBLE HAIR CPRE LLC SHOOFLY RAILROAD 6751 Lt r O O O QO QO T QO T SHOOFT LI 0ERMANENT UTH TO TRACKSTA. 503 34..33 Med ccc. :. - . - __ Ln ,a _ ?. <`s 0' It N 1O (!10 O MATCH EXISTING DITCH 6PM0`�SPU� N m M 01 b O ID N aJ r7 Or O b Yl PNO M Or < n O n ♦ z b 1A r7 O n n Yl N O N OI IO Y r` a ✓I N O 01 h b JI b h O pR�TOR EXISTING RAILROAD ROW (TYP.) vj b n N •1 h YI a] MI OY P9 Yf YI O N < Y Y Y Y N H r b b b Y Y Y Y Y Y b Y Y Ol Ol O Y Y T O O Y b rfl N N MI Y < b eq b b ill b b b N b b D OI O O N N Y b N b b b Ip b b b b Wl b FO f0 FO FO FO FO FO FO FO i0 f0 FO FO i0 FO —�•f0 — �'� i0 -uR- Sp F0 N FO FO 'D b b b b b b b b U. A.C. EXISTING TRACK b Imo b _ _ •—•—•—•—'—•—•—•—•—•—•—•—•_ — _ _ _ —• T( WE gT PROCTO RAND GWS'E b b b b b b b b b b b V b b b U.AC. EXISTING TURNOUT ENGLISH `GRADING LIMITS (TYPJ IOVA OOT a �. $NYDER &ASSOCIATES _._._._._._- _.__._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._._-- JOHNSON couNTT SHOOFLYTRACK SHEET NUMBER F,7 RAISE EXISTING TRACK IMP 11/25/2014 J:\2014-Projects\114.0213\Cadd\CD-1140213-FO7.dqn 11 9 Few IF IF F IA INTERSTATE RAILROAD Y.�—mf n.i... o\Rl..a, LYnvWRIRWHnu W.i,elPnF mo -re REFER TO D SHEETS FOR MAINLINE INFORMATION REFER TO E SHEETS FOR SIDEROAD 6 RR INFORMATION REFER TO H SHEETS FOR RIGHT OF WAY INFORMATION REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM SEWER INFORMATION REFER TO N SHEETS FOR TRAFFIC SIGNALIZATION 710 705 700 695 690 685 680 BEGIN SHOOFLY STA. 500+15.85 IOWA CITY COMMUNITY 0 20 SCHOOL /C�DISTRICT U.A.C. EXISTING TRACK ex • 0.02' K - 544 EXISTING RAILROAD ROW (TYP.) V.P.I. Sto. 501.15.85 PROPOSED GRADE V.P.I. Ele, • 695.45 v 7101 100.00' V.C. ex • 0.03' W K . 379 ,,, 705 7001 1.,.,. _ - - -- - V.PJ. Sto. 50334.33 695 EXISTING GRADE AT BASELINE VA.I. Eley. • 697'19 675 SHOOFLY RAILROAD 6751 Lt r MATCH EXISTING DITCH -� Lt tl Med Rt MATCH EXISTING DITCH '� Rt N m M 01 b O ID N aJ r7 Or O b Yl Ip N n M Or < n O n ♦ z b 1A r7 O n n Yl N O N OI IO Y r` a ✓I N O 01 h b JI b h O b b i(I b N II Y b J) b JI b 0 b n N •1 h YI a] MI OY P9 Yf YI O N < Y Y Y Y N H r b b b Y Y Y Y Y Y b Y Y Ol Ol O Y Y T O O Y b rfl N N MI Y < b eq b b ill b b b N b b D OI O O N N Y b N b b b Ip b b b b Wl b IR b R P . b b b b n WV b r0 N b b b b b 10 'D b b b b b b b b b b b b Imo b b b b 'O b b 10 t0 b b 10 10 b 10 b r0 i0 10 b b b b b b b b b b b b V b b b ENGLISH IOVA OOT DESIGN TEAM �. $NYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON couNTT PROJECT NUMBEfl STP -U -37151636I--70-52 SHEET NUMBER F,7 IMP 11/25/2014 J:\2014-Projects\114.0213\Cadd\CD-1140213-FO7.dqn Y.�—mf n.i... o\Rl..a, LYnvWRIRWHnu W.i,elPnF mo -re Y:\Den\dete.tbI Snyder 1.40 HMP 11/25/2014 J:\2014 Projects\tlG.0213\CaCC\CO_I14021J_ FOB.dgn Y:\print_driyers\Biock_Gray\ VBiBWHaIIWeigntPDF.pitcig Y'\Gen\dote.tdl Snyder Cao i� �• PROCTOR III GAMBLE HAIR CME LLC © O 0 O G' L Op3')`g �'�, O O O O T GOODWILL INDUSTRIES O) OF SE IOWA p Q pp o L0 0 '.` ':_._._._._._._._._._._._._n._.-.-. ---- 00 Lin .-.-.-.-.-.-.-.-.-._o.-.-,-.-.-.-.-_-._._._._._._.�._. .......................... STA )0-.--- - 145�p�� . END REALIGNMENT BEGIN NEW �.` EXISTING RAILROAD ROW (Trv.) OR a TRACK CONSTRUCTION FO FO F0. i0 GO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PROPOVERIZON FIBER OPTIC n 'R (BY OTHERS) 0 3 SHOOFLY TRACK RAISE EXISTING TRACK If s n f m STA. 507+27.00 AINTERSTATE RAILROAD -� REFER TO D SHEETS BEGIN SOUTH TRACK FOR MAINLINE INFORMATION REALIGNMENT P.I. Ste. 507.56.75 REFER TO E SHEETS FOR p - 3.20'39.06" (LT) T = 27.88' SIDEROAD III RR INFORMATION L• REFER TO H SHEETS FOR E • 0.41' 0.41' -- — ----- —.—._ .................... •—•_ — — — — — — _ — _ _ _ RIGHT OF WAY INFORMATION U . 654'93 I REFER TO L SHEETS FOR INTERSECTION DETAILS IOWA CITY COMMUNITY EXISTING RAILROAD ROW (TVP.) REFER TO M SHEETS FOR STORM SEWER INFORMATION .............. SCHOOL DISTRICT © GRADING LIMITS (TVP.) '�---•_. o za / IOWA CITY COMMUNITY SCHOOL DISTRICT REFER TO N SHEETS FOR TRAFFIC SIGNALIZATION REFER TO U SHEETS FOR _. _. _.—,—,_ WATERMAIN INFORMATION — _ — _ _ — _ — _ — _ scALF (Fain j 710 710 705 705 PROPOSED GRADE -0.05X -0.05/ 700 .1.00X 700 ______________________________ ___________________ N n 695 EXISTING GRADE AT BASELINE m ex -0.20' 695 iO K 143 J 150.00' V.C. a as n V.P.I. Ste. 506+80 m 690 V.P.I. Elev. • 700.6565 690 n Up o n r 685 v > a ' 685 680 680 675 SHOOFLY RAILROAD 675 Lt MATCH EXISTING DITCH Lt Med Med Rt MATCH EXISTING DITCH _ Rt YI N N N N Vl Jl N N N N N Yl N VI N h i(1 N (1 m O N O ♦ 1 N P 0 N N O O as ONn r0 r0 N e N VI YY mryry ryry hn .n . N ry N N N YN N N N N .1 hOO OOr Or O rn n m Y1 b 1% m so R 0! O N n Y q r0 as ce T OiTOiO m Or O n Y N N VI O O OOOS r0 OOO b OOO 8 OOOOOOOOOO8SS OO Nbp a O O O O nO O O O O O O O O O O O O O ryry0 nn n n ry ry ry ry ry n D ENGLISH IOVA DOT DESIGN TEAM SNYDER B. ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-FJ� SHEET NUMBER F•B HMP 11/25/2014 J:\2014 Projects\tlG.0213\CaCC\CO_I14021J_ FOB.dgn Y:\print_driyers\Biock_Gray\ VBiBWHaIIWeigntPDF.pitcig Y'\Gen\dote.tdl Snyder Cao O GOODWILL INDUSTRIES OF SE IOWA pO 1� O \ � � 1 FO FO IFO FO SHOOFLY TRACK IA INTERSTATE RAILROAD cl,,..._._—. �a—` P.I. \. SUEPPEL, CHAMPION, 510+22.71 BEGIN SOUTH A • 3.18' 06.79" (RT) T • 27.54' TRACK REALIGNMENT.•-- L • 55.06' R • 954.93' ci4 E • 0.40' ._._._._. R • 955.37' _ _ • �.s.�br]c' REFER TO D SHEETS O FOR MAINLINE INFORMATION TAN T. NGUYENA REFER TO E SHEETS FOR I REFER TO M SHEETS FOR 17 n SIDEROAD & RR INFORMATION I STORM SEWER INFORMATION 705 REFER TO H SHEETS FOR IREFER TO N SHEETS FOR RIGHT OF WAY INFORMATION I TRAFFIC SIGNALIZATION l P.I. o. e • 18'06.97" 33 7" (RT) T 2 27.54' 6.9.06' E 0.40' L 55.0' EXISTING RAILROAD ROW (TY \ R • 955.37' - Y 0 SCALE tFEETI p.. CONSTRUCTION. �a—` P.I. \. SUEPPEL, CHAMPION, A•:351&4443'=4164--- _. BEGIN SOUTH T • 27.33' O TRACK REALIGNMENT.•-- \ \ O PLANELEASE LLC,& MORELAND R • 954.93' ci4 1 PERIDONTAL BUILDING D6 _ .. .... ___-10 ^\0 O COMPANY LLC TAN T. NGUYENA J. CRANE RONALD J CALVERii 17 n ,�) 710 705 l o Lf)\ tffIn 705 V.P.I. Sta. 511+17.91 PROPOSED GRADE TOO -0.05'/. V.P.I. Elev. • 700.43 y "• GRADING LIMITS (TYPJ -0.05% -0.36% O 700 7� ---- N rid \ EXISTING RAILROAD ROW (TVP.) \ r m y + n FO FO FO Fp j— FO FO i GO FO—'�� i0 FO ..0 � IR Y RAILROAD\` PROPOSED VERIZON FIBER OPTIC 695 - _ EXISTING GRADE AT BASELINE J P.I. o. e • 18'06.97" 33 7" (RT) T 2 27.54' 6.9.06' E 0.40' L 55.0' EXISTING RAILROAD ROW (TY \ R • 955.37' - Y 0 SCALE tFEETI p.. CONSTRUCTION. �a—` P.I. _ •---..... .., - -- -. A•:351&4443'=4164--- _. BEGIN SOUTH T • 27.33' L ' 694.69 TRACK REALIGNMENT.•-- _.._. _. _._ R • 954.93' ci4 D6 _ .. .... ___-10 Cel TAN T. NGUYENA J. CRANE RONALD J CALVERii 17 n ,�) 710 710 705 705 V.P.I. Sta. 511+17.91 PROPOSED GRADE TOO -0.05'/. V.P.I. Elev. • 700.43 -0.05% -- -0.05% -0.36% 700 ---- N -- -- 695 - _ EXISTING GRADE AT BASELINE J °" ` -0�' J w 695 o K • 319 $ vi 100.00' V.C. n 690 + V.P.I. Sto. 513+25.00 V.P.I. - 700.33 + Eley. m 690 v i `a > 685 685 680 680 675 ISHOOFLY RAILROAD 675 Lt IE MATCH EXISTING DITCH— Lt Med Ir Med Rt MATCH EXISTING DITCH– Rt r i a v v v r r i a iee a v + v v n n n n n n n n n n n n r9i r r r r C p R o o m en m m m n n o a $ $ $ $ $ $ $ $ $ $ o $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ o $ $ $ $ $ $ $ $ $ a $ $ m m m n n n n i n n n n n n n r n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n m m m m m m m m m m m m m m m m m "+00 511.20 511+en �11�0 511410 512+00 n n n n n b b t0 b 514+00 514-10 b rp b eD r0 w 0 wre rp i0 re v b b ENGLISH IOWA OOT DESIGN TEAR ® SNYDER &ASSOCIATES 2- CITY OF IOWA CITY JOHNSON COUNTY 514,40 PROJECT NUMBER STP-U-371FJ(636)--70.52 S�n 5151 514�O 514�Q 519�0 "L SHEET NUMBER F•Q HMP 11/25/2014 J:\2014_ProjeatS\tt4.0213\Catltl\CD_1140213_FO9.tlgn Y:\orinl_Erivere\Black_Gra.\V8iBWH.l WeiabtPDF..lt0. Y:\pan\Eate.tbl Snyder T40 r4 ._.---._._._._._._.-. _._._. 710 705 700 695 690 685 680 675 Lt MW Rt SW RONALD J. CALVERT 179 18 CK LLC a 20 SCu STA. 515+75.00 TO STA 530+50.00 ORAL -B LABORATORIES . Elev. • 698.97 m FOR MAINLINE INFORMATION ® 0 O OO SIDEROAD 6 RR INFORMATION O li�to ^ \ REFERIGHT TON REFER TO L SHEETS FOR INTERSECTION DETAILS _, 705 p ID to N T In r4 ._.---._._._._._._.-. _._._. 710 705 700 695 690 685 680 675 Lt MW Rt SW RONALD J. CALVERT 179 18 CK LLC a 20 SCu RAILROAD ROW (TYP,) GRADING LIMITS (TYP.) REALIGN EXISTING TRACK tA INTERSTATE RAILROAD STA. 515+75.00 TO STA 530+50.00 ORAL -B LABORATORIES . Elev. • 698.97 m FOR MAINLINE INFORMATION REALIGN EXISTING SOUTH TRACK 0 N 'e .01K aM • 0.01- SIDEROAD 6 RR INFORMATION TO SHOOFLY ALIGNMENT EXISTING RAILROAD ROW (TYP.) c \ REFERIGHT TON REFER TO L SHEETS FOR INTERSECTION DETAILS _, 705 p 0 REFER TO M SHEETS FOR T U, p REFER TO N SHEETS FOR x O(14 PROPOSED GRADE ` N LIA NEPTUNE LAND COMPANY 21 REFER TO U SHEETS FOR WATERMAIN INFORMATION In C14 a O RAILROAD ROW (TYP,) GRADING LIMITS (TYP.) REALIGN EXISTING TRACK tA INTERSTATE RAILROAD Sta. 517+00.00 1071 REFER TO D SHEETS . Elev. • 698.97 m FOR MAINLINE INFORMATION REFER TO E SHEETS FOR 0 N 'e .01K aM • 0.01- SIDEROAD 6 RR INFORMATION TO H SHEETSFOR EXISTING RAILROAD ROW (TYP.) c REFERIGHT TON REFER TO L SHEETS FOR INTERSECTION DETAILS _, 705 p 0 REFER TO M SHEETS FOR T U, STORM SEWER INFORMATION REFER TO N SHEETS FOR x 0 Ol PROPOSED GRADE TRAFFIC SIGNALIZATION NEPTUNE LAND COMPANY NEPTUNE LAND COMPANY ® ® NEPTUNE LAND COMPANY 21 REFER TO U SHEETS FOR WATERMAIN INFORMATION Sta. 517+00.00 1071 O . Elev. • 698.97 m N IQa 100.00' V.C. 0 N 'e .01K aM • 0.01- V ✓WI :7 h �1 K929 c O q _, 705 p 0 T U, P ce de P 0 CI m m do W WI 0 Yl m m 0 Ol PROPOSED GRADE --i `rl • �]QQ m de10 m y;; -0.26Y. - - - - - - - - - _ -0.26/ ____________________________________________________ O m EXISTING GRADE AT BASELINE OI n n p) QI n h n Trn 695 h h n N N N 1Pp N 1a 1a 10 1a 10 V b 10 690 10 Ia Y) 10 10 i0 i0 la 1a 1a 685 b Y) 10 b 10 r0 680 10 N la iG V 10 SHOOFLY RAILROAD 675 MATCH EXISTING DITCH - --.� Lt Med MATCH EXISTING DITCH Rt Rt h IOY N h A N IQa b 0 1p N JI N N 'e 1 V ✓WI :7 h �1 N N N 0 O q q p T OI 01de Ce P ce de P 0 CI m m do W WI 0 Yl m m 0 Ol r0 Ol Ce Ql 0 m 0m 0 0 de de m de10 m Ql m m m 0 m N O l0 f0 la Ol f0 0 m 0d. O 0c. O m m OI n n p) QI n h n m m n n h h n N N N 1Pp N 1a 1a 10 1a 10 V b 10 i0 'O 10 Ia Y) 10 10 i0 i0 la 1a 1a la 10 b Y) 10 b 10 r0 1a 10 N la iG V 10 Om1 w w eD eD 0 10 a1 iG 10 1a b 1O 'O ce dede al Y) 10 Ia 10 1a 10 de 10 a) ENGLISH IOWA DOT DESIGN TEAM © SNYnER aASSOCItIS CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP'U'37I5(636)"]8'SZ SHEET NUMBER F.10 NMP 11/25/2014 J:\7014 Projects\114.0213\Cada\CO_It40213_F10.dgn Y:\Drint_drivere\Black Cr Ov\V9iRWMDI1Wein1:IP0F n"lln Y'\pen\dote.tbi Snyder MMY 11/2S/ZU14 J:\2014 Projects\114.0213\Cadd\CD_ 1140213_Fll.pgn Y:\print_Crivers\Black_Gray\V8iBWHalfWeightPOF.pltefg Y:\pen\EOte.tbl Snyder 1'40 STA. 515+75.00 TO STA. 530450.00 b ORAL-B LABORATORIES REALIGN EXISTING SOUTH TRACK s TO SHOOFLY ALIGNMENT 0 0, C) \1 0p o 0 { i 0 a r a In n DO In Lq C4,C)s..ZA ____________ to's.t[----- - - m-(G15 .R[___ try N ;..ZC--------------- t05 ..C[�____�___ Y. :. m.�..e:------------`ms _e. - ;ms r •.: :ws ..e:-------------- 1mS ..BI---• _._..:. _. __.e-.-------------to'S s-------- EXISTING RAILROAD ROW (TYP.) ...... ............... GRADING LIMITS (TVP.) .–.–.–.–._._._._._._._._.–.–._._._._._._._._._.–._._._.–.–.--- ._._._._._._.–.–._._._._._._._._._._._._._._._._._._._._._._. -------------------------------------------------------------- REALIGN EXISTING TRACK - ce oe •._ ea . of - SHOOFLY TRACK IA INTERSTATE RAILROAD f REFER TO D SHEETS FOR MAINLINE INFORMATION --- __ REFER TO E SHEETS FOR SIDEROAD It RR INFORMATION _— HYHEETS OR REFE.–•+• •–•–_–__.---rlFY r. �•. ,�. Ta...�_—_____.—•�aONp.w��.-1 v..�.�..w •.aN7C..�.._—.__--. .o1ae•---- I _._._ m:wrs0*BB.---.—__.—"AN3P _. _ tmao.- :_,� — �•— waq' o1x ` -- RIGHT OF ION .. 0 WA INFORMATION .3 - _._ '–' REFER TO L SHEETS FOR INTERSECTION DETAILS REFER M SHEETS FOR E%ISTING RAILROAD ROW (TYPJ I � � STORM SSEEWER INFORMATION 0 20/f any REFER TO N SHEETS FOR EDWAR C SEYDEL SUSAN L B WAKE �# JEREMIAH BURKE TRAFFIC SIGNAL REFER U SHEETS FOR TSS ® ® ® SCALE (FEET) A WATERMAIN INFORMATION 710 710 705 705 ar, 5 -n rn 700 7UU PROPOSED GRADE r ' I 1 -0.26X 695---------------------------------------- EXISTING GRADE AT BASELINE ---------------------------------- - 695 690 690 685 685 680 _6$0 675 ISHOOFLY RAILROAD 675 Lt MATCH EXISTING DITCH -I Lt Med Mod Rt I-- MATCH EXISTING DITCH Rt b f N b :O 01 "i Y b N OI b Y1 f f f r f f q b f b ry ry - b tp rrl h rrl :rf r•) N N b N rrl p W 0 h O m 0 N O n O O O O q q O1 p pJ b aJ qq n b N O N N N . h Y N O h N n n 10 1p :p b Jf i(f i(f Y Y f Y N Y . b f OI b f q b ✓I h n ✓1 N N N N T T P N OI N n p1 (T n n N tT T tT N n p1 P n n n n n n n n n n n pl b OI pl p1 T pl pl P P p: pl n n n N :p 1p :p b b 1p 1O b 1p 0 pl N T N pl P 01 N pl pl p1 pl Ip b b 10 b 1p b Ip b b b b pl OI pl pl p1 pl p: T P p1 P pl b P b p1 b b b b b b b b 10 b P P P tT T pl OI pl524+00 p1 p1 b b W W b b b b b b b b b b b b b b b b b b b 2 b b b b b b b b b b b b "fnPROJECT b b b b b b b b b b b b b b b b b b b b b 2 b b ENGLISH IOWA OOT DESIGN TEAM SNYDER &ASSOCIATES f?dCITY OF IOMA CITY JOHNSON COUNTY NUMBER STP-U'3715(636)--70-52 SHEET NUMBER F.11 MMY 11/2S/ZU14 J:\2014 Projects\114.0213\Cadd\CD_ 1140213_Fll.pgn Y:\print_Crivers\Black_Gray\V8iBWHalfWeightPOF.pltefg Y:\pen\EOte.tbl Snyder 1'40 HMI' 11/2]/2014 JA2014 Pr ojecte\114.0213\CaCC\CD_ 1140213_F12.8gn Y:\prinLCrivers\Block_Gray\ V8iI3WHalfWeightPDF.pltcfg Y:\pen\Cate.tLl Snyder 1:40 KIRKWOOD COMMUNITY COLLEGE STA 530+50.00 TO STA 533+50.00Q REMOVE AND SALVAGE SOUTH TRACK00 C)oO+N -..--_-.,c e< /EXISTING es u---.. _---------m!s ..z � /(V O / Ln RAILROAD ROW (TYPJ -. M GRADING LIMITS (TYP.) N N } REALIGN EXISTING TRACK \ /� - - - - - - - -SHOOFLYTRACK- ce _-.-_____ - - - - - - - - - - - - - m U e IA INTERSTATE RAILROAD v STA. 530+50.00 a- e END SOUTH a w TRACK REALIGNMENT. �' e1.531935046` REFER TO D SHEETS (RT) o FOR MAINLINE INFORMATION BEGIN NORTH T •'27'%6 J L 55.51' N REFER TO E SHEETS FOR —TRACK REALIGNMENT. E • nam _ _._._,_,_. _._ SIDEROAD & RR INFORMATION -,-.-._._._._.-.-.-._.-._ -._._._.- -._._._........ D 954ig& r. _. _'_.-. _.- _ -.-._.-._.-._._._._._ .-._._._._._.-.-. REFER TO H SHEETS FOR ._..:— . _.--------------------- . / RIGHT OF WAY INFORMATION -- EXISTING RAILROAD ROW (TYPJ - _ _ _ _ REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM SEWER INFORMATION REFER TO N SHEETS FOR 0 ERICK JACK W JR BARROWS JACK W JR BARROWS RICHARD S CROSS VALERIE G VEVERA ® AERCK TRAFFIC SIGNALIZATION REFER TO U SHEETS FOR WOLFMEYER ® ® ® SCALE tFEETI 31 WATERMAN INFORMATION 710 710 V.P.I. Sta. 56400.95 rfn m n V.P.I. Ele, e-995.35 0 V.P.I. Sta. 530+54.71 f a' 100.00'dt.C. 705 V.P.I. Ele, • 695.51 V.G. ' 705=.GO' t'il w e. • 0.03' W 1 a v K= 488 ;7 rn 1 nci x700 700 0 4� i a F PROPOSED GRADE 695 > -0.0 .. 695 _ - ----------- ----------=ozfir---- Dmsz----- ________ _______ ___ `EXISTING GRADE AT BASELINE !V 690 690 685 685 680 680 675 ISHOOFLY RAILROAD 675 Lt MATCH EXISTING DITCH -� Lt Meal Meal Rt in MATCH EXISTING DITCH -I Rt Y m rD YI m b Yl b r1 r.I O b m MI O m m N p m la Y r7 m N n n e• b r0 ra rrl N h N O q q m m n h h n Y Y f Y Y b 10 b N Y Y r.l ✓1 N N Y Y f O f O O q q m m F n la Ia 1a b b b r.l r7 r7 ra O O O O q q q r0 b rD b i0 N VI Y1 q b N Yl m m IR Yf N i N 6 N J1 V1 Yf YI N Yl VI N VI Y JI N N Yf N N Y1 Y1 Y N Y Y f Y N b N (1 N N VI Jf N Y Y Y Y YI MI r.l Y1 Y) VI N Y1 Vf Jf r.l JI r'] r.1 MI YI MI N JI VI in b N JI N rqy b b b b b b b b 52" b 1qa. b b b b b 1qp b b b b b b 1qa b b b b b b b b 1qa b 1q0 b b 1qa b b b q b rqp b b b b b b w t0 b b b b b b ENGLISH IOMA DOT DESIGN TEAM © $NYDER B. ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-37I5(636)--70-52 SHEET NUMBER F. 124 HMI' 11/2]/2014 JA2014 Pr ojecte\114.0213\CaCC\CD_ 1140213_F12.8gn Y:\prinLCrivers\Block_Gray\ V8iI3WHalfWeightPDF.pltcfg Y:\pen\Cate.tLl Snyder 1:40 HMP 11/25/2014 J:\2014 Projects\114.0213\Gadd\C0_ 1140213_F 13.dgn YAprinl_driver s\Black_Cray\V8iBWHOIIWeightPDF.pltc tg \pen\dote.tLl Snyder MIDAMERICAN ENERGY COMPANY STA 535+00.00 ® INSTALL •9 TURNOUT AND STA. 534+21.00 7.30'00" TURNBACK CURVE END NORTH 0 TRACK 0 0 0 REALIGNMENT. o C M STA. 539+50.00 END SHOOFLY. 0 TO 1°1 -t 0 0 to to 'n/END SHOOFLY N M MATCH EXISTING M M 1n to RAILROAD ROW (TYP.) —�E%ISTING + — N Y RASE EXISTING TRACK IN PLACE GRADING LIMITS (TYP.) m� ..... — f a '.N ....... — — _ — ' — n _ ._._ L ---------------- EXISTING _ _._ _._._._._.� ... t 1 a ............ _._ —._._._. _ n _._._. IA INTERSTATE RAILROAD_._._._._._._._._._._._._._._._._._._._._._._._._._._ U.0.C. EXISTING TRACK•� _ 9 O N N o r'�. /•^•� ��.` CONSTRUCT •9 TURNOUT c a _ REFER D SHEETS u °+� 1 IN FOR MAINLINE INFORMATION P.I. Sta. 533+95.61 P.I. Sta. 535+30.17 N P.I. Ste. 536+65.24 REFER TO E SHEETS FOR — _ A • 3.02' 44.12" (LT) 1 / A • 6. 21' 35.05" (LT) N A 6. 23' 56.56" (RT)tme SIDEROAD 4 RR INFORMATION 7 - 25.39' �� T - 42.37' �, T 42.74' L • 50.76' L • 84.66' L 85.38' REFER TO H SHEETS FOR E 0.34' E • 1.18' E 1.19' RIGHT OF war INFORMATION R 954.93' R • 762.68' R 764.49' D = 6• D • 7. 30' D 7. 30' REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO M SHEETS FOR STORM SEWER INFORMATION EXISTING RAILROAD ROW (TYP.) REFER TO N SHEETS OR 20 JEFFREY M PRICE0 T TRAFFIC SIGNA.IZAT ON ® REFER TO U SHEETS FOR SCALE (FEET) WATERMAN INFORMATION 710 710 N n n e N 705 m i° m m V.P.I. Sta. 539+00.00v 705 V.P.I. Elev. • 694.3636 w 100.00, V.C. e h- � m °' ex • 0.07' c K • 169 700 -111 � -r 700 F PROPOSED GRADE I t^"� 695 ' -0' 1% -o. -0.06% +0.00% -0.61% > �D f 695 ------- ----------------------------- V.P.I. Sto. 536+22.51 --------------------------- V.P.I. Ste. 537+07.89 N ----------- m ------Sr --3 -0.61% -0.02% _ E%ISTING GRADE AT BASELINE V.P.I. Elev. • 695.28 V.P.I. Elev. • 695.23 s 690 V.P.I. Ste. 534+8736 N m •- 890 V.P.I. Elev. • B95.36 w �' r ex • -0.08' N OR K 164 m ^ 100.00' V.C. n 685 v.IT 685 N V P.I. Ellev53 695.237 I- 680 680 675 ISHOOFLY RAILROAD 675 Lt MATCH EXISTING DITCH Lt Med Med Rt MATCH EXISTING DITCH Rt N nNb N r0 rp ie rp m tp N N a rNry nN nN nN nNb nJI nb nNN nN n n N N O er n n n n N nN nN nV) NOb. Nmb Nm Nn . NNb NNb Nba N NN n Nb nrp nb n Nb nb rbp f n♦ ab nbT mn nnN YnbMl NnckN . Elm Eli NN N c, N N Jck JNn.0 NnN NOkc I NNb h bnN N N b b b b b IC `SNYDER bNN .CITY 537+011 b b bbb 1 b b N b 3R+B0 539+00 lck 0A OOT DESIGN TEAM & ASSOCIATES IaTLY OF IOWA JOHNSON UNTY PROECTMBESTP-U-3715(636)--70-5ZNISH SHEET NUMBER F.13 HMP 11/25/2014 J:\2014 Projects\114.0213\Gadd\C0_ 1140213_F 13.dgn YAprinl_driver s\Black_Cray\V8iBWHOIIWeightPDF.pltc tg \pen\dote.tLl Snyder CHAIN "MLRR_NORTH" � STA 12393400.00 TO 12434+20.00 CO 1(( CHAIN "MLRR_SOUTH" STA. 22403+34.30 TO 22435+30.00 p.N 141 IN CHAIN "DET—SHOOFLY" STA. 485466.26 TO 53 0 CHAIN STA 4 25+00 CHAIN "WALL—LT—LOWER" STA 4118+15.00 TO 4123465.00 CONTROL POINT •2 (N) 605507.996 (E) 2186423.048 ^r STA 12413403.77, 34.62. LT CHAIN "SRMALL" STA 215481.00 TO CHAIN "MUST" STA. 16+90.00 TO "IT 1,0O CONTROL POINT •15 (N) 606127.504 (E) 2186476.576 STA 26+15.67. 26.64' RT 124+13.66 / CONTROL POINT X16 (N) 605731.201 (E) 2186635.287 STA, 22+15.71, 175.92' RT �CHNN ^SRSCHOOL^ENT" ^^ (E) 2186511.047 STA 12412+20.71, 3.86' LT CHAIN "WALL_RT" STA. 4418400.00 TO �O CONTROL POINT el (N) 605192.403 (E) 2186430.869 STA 16+65.52, 33.28' RT CHAIN "SPUR_PNG—WEST" STA.798+88.70 TO 800498.75 BENCHMARKS BAI.1 / CP -15 5/8" REBAR W/CAP 9175 ELEV.-918.678 h CONTROL POINTS CP•l %z' REBAR, ELEV=691.44 CP -2 %' REBAR, ELEV=699.62 CP.3 I/z' REBAR. ELEV•698.93 CP -15 5/8" REBAR W/CPP 9175 CP -16 5/8" REBAR h O ti��o 0 co N 0 100 u SURVEY CONTROL AND SCALE (FEET) ALIGNMENT INFORMATION ENGLISH IOWA DOT I DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER G,I 11/25/2014 J:\2014_P,.iecls\114.0213\Cadd\CD_1140213_G01.dan vc,"„vanwu,.vwe....mnr.."...., n\pen\dote.ml Snvde, 11200 ry t0 ri yy r � N 0 100 u SURVEY CONTROL AND SCALE (FEET) ALIGNMENT INFORMATION ENGLISH IOWA DOT I DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER G,I 11/25/2014 J:\2014_P,.iecls\114.0213\Cadd\CD_1140213_G01.dan vc,"„vanwu,.vwe....mnr.."...., n\pen\dote.ml Snvde, 11200 CHAIN "MLRR_NORTH" Chain MLRR_NORTH contains: 12390 12391 CUR MLRR_NORTH-1 CUR MLRR_NORTH-2 CUR MLRR_NORTH-3 CUR MLRR_NORTH- 4 12392 Beginning chain MLRR_NORTH description ............................................................................... Point 12390 N 604,487.6934 E 2,188,488.4278 Ste 12390-00.00 Course from 12390 to 12391 N 63. 09'44.28" W Dist 300.0062 Point 12391 N 604,623.1356 E 2,188.220.7356 Stu 12393-00.01 Course from 12391 to PC MLRR_NORTH-1 N 63. 08' 25.58" W Dist 147.4456 Curve Data Curve MLRR_NORTH-1 P.I. Station 12395+61.41 N 604,741.2375 E 2,187,987.5364 Delta = 1. 08' 24.85" (RT) Degree = 0. 30' 01.16" Tangent 113.9543 Length 227.9010 Rod,us - 11,451.8000 External 0.5670 Long Chord = 227.8973 Mid. Ord. • 0.5669 P.C. Station 12394+47.45 N 604,689.7523 E 2,188,089.1969 P.T. Station 12396+75.35 N 604,794.7354 E 2.187,886.9205 C.C. N 614,906.0936 E 2,193,263.1792 Bock N 63'08'25.58" W Ahead N 62. 00'00.73" W Chord Bear N 62-34'13.16" W Course from PT MLRR_NORTH-1 to PC MLRR_NORTH-2 N 62. 00' 00.73^ W Dist 522.8311 Curve Data Curve MLRR_NORTH-2 0.0589 12413+49.64 N 605,562.1537 E 2,186.398.9431 P.I. Station 12403+14.30 N 605,094.7029 E 2,187,322.7589 Della 1.09' 37.40" (LT) Back = N Degree 0. 29'58.80" • N 63° 36'43.31" W Tangent 116.1202 63. 23'10.72" W Course from Length 232.2325 Delta 0. 27'25.50" (RT) Radius 11,466.8000 Tangent P.I. Station External 0.5879 Della 11,466.8000 Long Chord 232.2285 Long Chord 0. 30' 01.16" Mid. Ord. • 0.5879 73.9083 Length P.C. Station 12401+98.18 N 605,040.1881 E 2,187,425.2872 P.T. Station 12404+30.42 N 605,147.1301 E 2,187,219.1477 C.C. N 594,915.5856 E 2,182,041.9864 Back N 62. 00'00.73" W 2,186,464.0887 0.2385 Ahead N 63'09'38.13" W 12432+72.13 N 606,416.9151 E 2.184,676.9305 P.T. Station Chord Bear - N 62. 34'49.43" W C.C. 1. 21'26.57" W Course from PT MLRR_NORTH-2 to PC MLRR_NORTH-3 N 63. 09'38.13" W Dist 919.2280 N 63. 36'43.31" W Curve Data N Curve MLRR_NORTH-3 x__________x • N P.I. Station 12413+94.85 N 605,582.5628 E 2,186,358.6087 P.C. Station 0.0589 12413+49.64 N 605,562.1537 E 2,186.398.9431 P.T. Station P.T. Station 12414+40.05 N 605,602.6536 E 2,186.318.1148 C.C. N 595,323.9171 E 2,181,218.3956 N 595,323.9171 E 2,181,218.3956 Back = N 63. 09'38.13" W Mead • N 63° 36'43.31" W Chord Bear N 63. 23'10.72" W Course from PT MLRR_NORTH-3 to PC MLRR_NORTH-4 N 63. 36' 43.31" W Dist 1,832.0774 Delta 0. 27'25.50" (RT) Cwve Data Curve MLRR_NORTH-4 Tangent P.I. Station Length 12433+46.04 N 606,449.7634 E 2,184,610.7231 Della 11,466.8000 0. 44' 22.37" (RT) Degree Long Chord 0. 30' 01.16" Tangent 0.0912 73.9083 Length P.T. Station 147.8146 Radius N 616,675.4960 E 2,189,766.6497 11.451.8000 External Ahead N 0.2385 Long Chord 63. 23'00.56" W 147.8135 Mid. Ord. • 2,186,464.0887 0.2385 P.C. Station E 2,185,700.3031 12432+72.13 N 606,416.9151 E 2.184,676.9305 P.T. Station 12434+19.94 N 606,483.4636 E 2,184,544.9451 C.C. 1. 21'26.57" W N 616,675.4960 E 2,189,766.6497 Back N 63. 36'43.31" W Meatl N 62. 52'20.94" W Chord Bear • N 63. 14'32.13" W Course from PT MLRR_NORTH-4 to 12392 N 63. 11' 39.37" W Dist 679.9322 Point 12392 N 606,790.0904 E 2,183,938.0780 Sto 12440+99.88 ............................................................................... Ending chain MLRR_NORTH description CHAIN "MLRR_SOUTH" Chain MLRR_SOUTH contains: 22390 22391 CUR MLRR_SOUTH-1 CUR MLRR_SOUTH-2 CUR MLRR_SOUTH-3 CUR MLRR_SOUTH-- 4 22392 Beginning chain MLRR_SOUTH description ............................................................................... Point 22390 N 604,474.7340 E 2,188,481.8713 Sto 22390-00.00 Course from 22390 to 22391 N 63'09'50.51" W Dist 214.0882 Point 22391 N 604,571.3815 E 2.188,290.8398 Sto 22392+14.09 Course from 22391 to PC MLRR_SOUTH-1 N 63.08' 17.64" W Dist 1,120.2163 Curve Dote x._________x Curve MLRR_SOUTH-1 P.I. Station 22403490.88 N 605,103.1031 E 2,187,241.0236 Delta 1.07'53.40" (RT) Degree = 1. 00' 00.00" Tangent = 56.5768 Leng9th 113.1500 Rodus - 5,729.5800 External = 0.2793 Long Chord 113.1482 Mid. Ord. • 0.2793 P.C. Station 22403+34.30 N 605,077.5394 E 2,187,291.4957 P.T. Station 22404+47.45 N 605,129.6584 E 2.187,191.0660 C.C. N 610,188.8934 E 2,189,880.3463 Bock N 63'08'17.64" W Mead N 62-00'24.24" W Chord Bear N 62. 34' 20.94" W Course from PT MLRR_SOUTH-1 to PC MLRR_SOUTH-2 N 62.00' 24.24" W Dist 601.1942 Curve Dote .__..____._x Curve MLRR_SOUTH-2 P.I. Station 22411+06.34 N 605,438.9197 E 2,186,609.2652 Delta 1'09'13.88" (LT) Long Lnoro 11D.oe.wr Mid. Ord. • 0.2905 P.C. Station 22410+48.65 N 605,411.8396 E 2,186,660.2099 P.T. Station 22411+64.03 N 605,464.9684 E 2,186,557.7856 C.C. N 600,352.6047 E 2.183,970.9296 Back N 62. 00'24.24" W Mead N 63-09'38.13" W Chord Bear N 62. 35' 01.18" W Course from PT MLRR_SOUTH-2 to PC MLRR_SOUTH-3 N 63.09' 38.13" W Dist 185.6095 Curve Data x__________x Curve MLRR_SOUTH-3 P.I. Station 22413+94.79 N 605,569.1520 E 2,186,351.8891 Mm. Ord. - 0.0589 P.C. Station 22413+49.64 N 605,548.7695 E 2,186,392.1707 P.T. Station 22414+39.93 N 605,589.2165 E 2,186,311.4481 C.C. N 595,323.9171 E 2,181,218.3956 Back = N 63. 09'38.13" W Ahead = N 63. 36'43.31" W Chord Bear N 63. 23'10.72" W Course from PT MLRR_SOUTH-3 to PC MLRR_SOUTH-4 N 63. 36'43.31" W Dist 1,832.0774 Degree Curve Data Curve MLRR_SOUTH-4 P.I. Station 22433+17.75 N 606,423.8066 E 2,184,629.2906 Delta 0. 27'25.50" (RT) Degree 0. 29'58.80" Tangent 45.7390 Length 91.4776 Radius 11,466.8000 External 0.0912 Long Chord 91.4773 Mid. Ord. • 0.0912 P.C. Station 22432+72.01 N 606.403.4780 E 2,184,670.2638 P.T. Station 22433+63.49 N 606,444.4614 E 2,184,588.4808 C.C. N 616,675.4960 E 2,189,766.6497 Back - N 63. 36'43.31" W Ahead N 63. 09'17.81" W Chord Bear N 63. 23'00.56" W Course from PT MLRR_SOUTH-4 to 22392 N 63-09'17.81" W Dist 736.3884 Point 22392 N 606,776.9991 E 2,183,931.4522 Ste 22440499.88 ............................................................................•.. Ending chain MLRR_SOUTH description CHAIN "MUST" Chain MUST contains: 1 CUR MUST -1 2 Beginning chain MUST description ............................................................................. Point 1 N 604,748.4983 E 2,185,853.8246 Ste 9+50.00 Course from 1 to PC MUST -1 N 67. 34' 16.49" E Dist 149.2816 Course from PT MUST -1 to 2 N 1. 21' 26.57" W Dist 647.8204 Point 2 N 606,177.3904 E 2,186,448.7428 Sto 26+66.20 __••_.._•••••••.•••.•••._••.•......•........................................... Ending chain ML75T tlescriptian CHAIN "SRMALL" Chain SRMALL contains ^� 200 CUR MALLDR-1201202 c Beginning Chain S ..... description Point 200 N 605,444.3461 E 2,186.148.5540 St. 214+30.71 Course from 200 to PC MALLDR-1 S 46. 50' 43.57" E Dist 67.7800 Curve Data Curve Data Curve MUST -1 P.I. Station 16+23.64 N 605,005.5166 E 2,186,476.5106 Delta 68. 55' 43.06" (LT) P.I. Station Degree 7. 29' 58.01" 205.215.8210 Delta Tangent • 524.3823 ., Length 919.1161 11. 59'56.82" Radius 764.0000 = 106.6792 External 162.6460 Length = Long Chord 864.6842 N Radius Mid. Ord. • 134.0982 P.C. Station 10+99.26 N 604,805.4467 E 2,185,991.7953 P.T. Station 20+18.38 N 605,529.7517 E 2,186,464.0887 C.C. N 605,511.6537 E 2,185,700.3031 Bock • N 67. 34'16.49" E Ahead N 1. 21'26.57" W 214498.49 N 605,397.9867 E Chord Bear N 33. 06'24.96" E 217-08.40 N Course from PT MUST -1 to 2 N 1. 21' 26.57" W Dist 647.8204 Point 2 N 606,177.3904 E 2,186,448.7428 Sto 26+66.20 __••_.._•••••••.•••.•••._••.•......•........................................... Ending chain ML75T tlescriptian CHAIN "SRMALL" Chain SRMALL contains ^� 200 CUR MALLDR-1201202 c Beginning Chain S ..... description Point 200 N 605,444.3461 E 2,186.148.5540 St. 214+30.71 Course from 200 to PC MALLDR-1 S 46. 50' 43.57" E Dist 67.7800 Course from PT MALLDR-1 to 201 S 72. 01' 58.59" E Dist 52.2953 Point 201 N 605,275.9825 E 2.186,427.0459 Sto 217+60.70 Course from 201 to 202 S 72. 01' 58.59" E Dist 52.2953 Point 202 N 605,259.8510 E 2,186,476.7910 Sto 218+13.00 Ending chain SRMALL description ALIGNMENT INFORMATION ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U•3715(636)--78-52 SHEET NUMBER G•2 HMP 11125/2014 JA2014 aro ems\ll4.02l3\Codd\C_1140213_G02.don ........... ......... .n...... Ynoeo\n ,, H Sn.der Curve Data ------------ Curve MALLDR-1 4 P.I. Station 216+05.17 N 605,325.0214 E 205.215.8210 Delta 25.11' 15.02" (LT) ., Degree 11. 59'56.82" Tangent = 106.6792 - F Length = 209.9113 N Radius = 477.5000 External 11.7716 Long Chord 208.2252 Mid. Ord. - 11.4884 P.C. Station 214498.49 N 605,397.9867 E 2,186,198.0003 P.T. Station 217-08.40 N 605.292.1140 E 2,186,377.3009 C.C. N 605,746.3283 E 2,186,524.5954 Back = S 46. 50' 43.57" E Mead = S 72'01'58.59" E Chord Bear = S 59. 26'21.08" E Course from PT MALLDR-1 to 201 S 72. 01' 58.59" E Dist 52.2953 Point 201 N 605,275.9825 E 2.186,427.0459 Sto 217+60.70 Course from 201 to 202 S 72. 01' 58.59" E Dist 52.2953 Point 202 N 605,259.8510 E 2,186,476.7910 Sto 218+13.00 Ending chain SRMALL description ALIGNMENT INFORMATION ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U•3715(636)--78-52 SHEET NUMBER G•2 HMP 11125/2014 JA2014 aro ems\ll4.02l3\Codd\C_1140213_G02.don ........... ......... .n...... Ynoeo\n ,, H Sn.der CHAIN "DET -SHOOFLY" Chain DET -SHOOFLY contains: 484 CUR DET_SHOOFLY-1CUR DET -SHOOFLY -2 485 486 CUR DET -SHOOFLY -3 CUR DET -SHOO- FLY -4 CUR DET -SHOOFLY -5 CUR DET -SHOOFLY -6 CUR DET -SHOOFLY -7 CUR DET -SHOOFLY -8 C- UR DET -SHOOFLY -9 CUR DET -SHOOFLY -10 487 Beginning chain DET -SHOOFLY description ............................................................................... Point 484 N 604,217.1882 E 2,189,023.5428 Ste 484+00.00 Course from 484 to PC DET -SHOOFLY -1 N 63. 09'50.51" W Dist 166.2550 Curve Data • Curve DET_SHOOFLY-1 Curve Data P.I. Station 486+56.90 N 604,333.1636 E 2,188,794.3082 Delta 4. 53'58.91" (LT) 605.523.2634 E 2,186,376.5938 Degree 2. 42'15.35" 6. 21'35.05" (LT) to PC SCHOOL? -1 N 88. 38'33.43" E Dist 23.5000 Tangent 90.6473 7. 30'44.74" Length 9th 181.1842 42.3716 P.I. Station Rod 2,118.7200 84.6562 72. 31'24.86" CRT) External 1.9382 762.6800 Long Chord 181.1290 1.1761 Length Mid. Ord. • 1.9365 84.6128 75.0000 P.C. Station 485+66.26 N 604,292.2420 E 2,188,875.1930 P.T. Station 487+47.44 N 604,367.0272 E 2,188,710.2237 C.C. N 602,401.7027 E 2.187,918.7228 Back N 63-09'50.51" W N 606,363.4428 E 2,186,832.2128 Mead N Mead N 68-03'49.43" W 63. 11'39.32" W Chord Bear N Chord Bear N 65-36-49.97" W 69. 33'14.37" W Chord Bear N 61'31'46.43" W Chord Bear N Curve Data Course from Curve DET -SHOOFLY -2 x__________x Curve Data P.I. Station 488+29.16 N 604,397.5561 E 2,188,634.4195 Delta 4. 53' 58.91" CRT) 605.622.9396 E 2,186,204.7912 Degree 2. 59'58.75" 46. 23'48.26" (LT) _ -' Tangent 81.7209 Tangent Length 163.3421 Length 60.7332 Radius 1,910.0800 75.0000 External 1.7474 Long Chord Long Chord 163.2924 Mid. Ord. • 6.0640 Mid. Ord. • 1.7458 324408.43 N 605,751.0874 E 2,186,553.9089 P.C. Station 487+47.44 N 604,367.0272 E 2,188,710.2237 P.T. Station 489+10.78 N 604,434.4480 E 2,188,561.4997 C.C. N 606,138.8173 E 2,189,423.7820 Bock N 68. 03'49.43" W C.C. N 604,783.2433 Mead = N 63'09'50.51" W N 59. 52'42.95" W Chord Bear N 65. 36'49.97" W = N 63. 09'27.28" W Course from PT DET -SHOOFLY -2 to 485 N 63. 09' 50.51" W Dist 303.3275 Point 485 N 604,571.3815 E 2,188,290.8398 Ste 492+14.11 Course from 485 to 486 N 63-08'17.64" W Dist 1,120.2163 Point 486 N 605,077.5394 E 2,187,291.4957 Ste 503+34.33 Course from 486 to PC DET -SHOOFLY -3 N 63.08' 17.64" W Dist 394.5463 Curve Data Curve DET_SHODFLY-3 Curve Data P.I. Station 507+56.75 N 605,268.4066 E 2,186,914.6530 Delta = 3. 20'39.06" (LT) 605.523.2634 E 2,186,376.5938 Degree 5. 59'59.99" 6. 21'35.05" (LT) to PC SCHOOL? -1 N 88. 38'33.43" E Dist 23.5000 Tangent = 27.8761 7. 30'44.74" Length 55.7364 42.3716 P.I. Station Radius 954.9300 84.6562 72. 31'24.86" CRT) External = 0.4068 762.6800 Long Chord • 55.7285 1.1761 Length Mid. Ord. • 0.4066 84.6128 75.0000 P.C. Station 507+28.87 N 605,255.8110 E 2,186,939.5213 P.T. Station 507+84.61 N 605,279.5300 E 2,186,889.0923 C.C. N 604,403.9167 E 2,186,508.0462 Bock N 63. 08'17.64" W C.C. N 606,363.4428 E 2,186,832.2128 Mead N 66'28'56.71" W Back N 63. 11'39.32" W Chord Bear N 64'48'37.17" W Mead N 69. 33'14.37" W Course from PT DET -SHOOFLY -3 to PC DET -SHOOFLY -4 N 66. 28' 56.71" W Dist 210.5650 Curve Data Curve DET -SHOOFLY -4 Curve Data P.I. Station 510+22.71 N 605.374.5396 E 2,186,670.7686 Delta 3.18'06.79" CRT) 605.523.2634 E 2,186,376.5938 Degree • 5. 59'50.04" 6. 21'35.05" (LT) to PC SCHOOL? -1 N 88. 38'33.43" E Dist 23.5000 Tangent 27.5360 7. 30'44.74" Length 55.0568 42.3716 P.I. Station Radius 955.3700 84.6562 72. 31'24.86" CRT) External 0.3967 762.6800 Long Chord • 55.0492 1.1761 Length Mid. Ord. • 0.3966 84.6128 75.0000 P.C. Station 509+95.17 N 605,363.5518 E 2,186,696.0174 P.T. Station 510+50.23 N 605,386.9633 E 2,186,646.1945 C.C. N 606,239.5666 E 2,187,077.2391 Back N 66. 28'56.71" W C.C. N 606,363.4428 E 2,186,832.2128 Mead N 63. 10'49.92" W Back N 63. 11'39.32" W Chord Bear N 64. 49'53.31" W Mead N 69. 33'14.37" W Course from PT DET -SHOOFLY -4 to PC DET -SHOOFLY -5 N 63.10'49.92" W Dist 274.5600 Course from PT DET -SHOOFLY -6 to PC DET_SHOOFLY-7 N 63.09' 27.28" W Dist 1,476.4581 Curve Data P.I. Station Curve DET -SHOOFLY -5 x....------• 2.184,567.5384 P.I. Station 513+52.33 N 605.523.2634 E 2,186,376.5938 Delta 3.18'06.97" (RT) 6. 21'35.05" (LT) to PC SCHOOL? -1 N 88. 38'33.43" E Dist 23.5000 Degree 5. 59'50.04" 7. 30'44.74" Tangent 27.5364 42.3716 P.I. Station Length 55.0576 84.6562 72. 31'24.86" CRT) Radius 955.3700 762.6800 External 0.3968 1.1761 Length Long Chord 55.0500 84.6128 75.0000 Mid. Ord. • 0.3966 606,459.1290 E 2,184,589.4848 P.C. Station 513+24.79 N 605,510.8395 E 2,186,401.1682 P.T. Station 513+79.85 N 605,537.0821 E 2,186,352.7758 C.C. N 606,363.4428 E 2,186,832.2128 Bock N 63'10'49-92" W Back N 63. 11'39.32" W Mead N 59. 52'42.95" W Mead N 69. 33'14.37" W Chord Bear N 61'31'46.43" W Chord Bear N 66-22'26.85" W Course from PT DET -SHOOFLY -5 to PC DET -SHOOFLY -6 N 59. 52'42.95" W Dist 143.7552 Curve Data Curve Data Curve DET_SHOOFLY-6 Curve SCHOOLI-2 P.I. Station 515+50.93 N 605.622.9396 E 2,186,204.7912 Delta 3-16'44.33" (LT) 46. 23'48.26" (LT) _ -' Degree 5. 59'59.99" Tangent Tangent 27.3323 Length 60.7332 Length 54.6497 75.0000 Radius 954.9300 Long Chord External 0.3911 Mid. Ord. • 6.0640 Long Chord 54.6422 324408.43 N 605,751.0874 E 2,186,553.9089 Mid. Ord. - 0.3909 2,186,593.4707 C.C. P.C. Station 515+23.60 N 605.609.2234 E 2,186,228.4327 P.T. Station 515+78.25 N 605,635.2812 E 2,186,180.4039 C.C. N 604,783.2433 E 2.185,749.2164 Bock N 59. 52'42.95" W Mead = N 63. 09'27.28" W Chord Bear N 61. 31'05.11" W Course from PT DET -SHOOFLY -6 to PC DET_SHOOFLY-7 N 63.09' 27.28" W Dist 1,476.4581 Course from PT DET -SHOOFLY -7 to PC DET -SHOOFLY -8 N 59. 49'36.82" W Dist 260.0000 Curve Data Curve DET_SHOOFLY-8 Curve Data P.I. Station Curve DET -SHOOFLY -7 606,471.8883 E 2.184,567.5384 P.I. Station 530+82.47 N 606,314.4949 E 2,184,838.2595 Delta 3. 19'50.46" CRT) 6. 21'35.05" (LT) to PC SCHOOL? -1 N 88. 38'33.43" E Dist 23.5000 Degree 5. 59'59.99" 7. 30'44.74" Tangent 27.7635 42.3716 P.I. Station Length 55.5114 84.6562 72. 31'24.86" CRT) Radius 954.9300 762.6800 External 0.4035 1.1761 Length Long Chord 55.5036 84.6128 75.0000 Mid. Ord. • 0.4033 606,459.1290 E 2,184,589.4848 P.C. Station 530+54.71 N 606,301.9586 E 2,184,863.0316 P.T. Station 531+10.22 N 606,328.4493 E 2,184,814.2576 C.C. N 607,153.9966 E 2,185,294.2190 Back = N 63.09'27.28" W Back N 63. 11'39.32" W Mead N 59. 49'36.82" W Mead N 69. 33'14.37" W Chord Bear N 61. 29'32.05" W Chord Bear N 66-22'26.85" W Course from PT DET -SHOOFLY -7 to PC DET -SHOOFLY -8 N 59. 49'36.82" W Dist 260.0000 Curve Data Curve DET_SHOOFLY-8 Curve Data P.I. Station 533495.61 N 606,471.8883 E 2.184,567.5384 Delta = 3. 02'44.12" (LT) 535+30.17 N 606,532.7028 E Degree 5. 59'59.99" 6. 21'35.05" (LT) to PC SCHOOL? -1 N 88. 38'33.43" E Dist 23.5000 Tangent 25.3859 7. 30'44.74" Length - 50.7599 42.3716 P.I. Station Radius = 954.9300 84.6562 72. 31'24.86" CRT) External 0.3374 762.6800 Long Chord 50.7539 1.1761 Length Acid. Ord. • 0.3373 84.6128 75.0000 P.C. Station 533+70.22 N 606,459.1290 E 2,184,589.4848 P.T. Station 534+20.98 N 606,483.4636 E 2.184,544.9451 C.C. N 605,633.5817 E 2,184,109.5234 Back • N 59. 49'36.82" W 2,184,407.7901 C.C. Mead • N 62. 52'20.94" W Back N 63. 11'39.32" W Chord Bear - N 61.20'58.88" W Mead N 69. 33'14.37" W Course from PT DET -SHOOFLY -8 to PC DET -SHOOFLY -9 N 63' 11' 39.32" W Dist 66.8142 Course from PT DET -SHOOFLY -9 to PC DET -SHOOFLY -10 N 69. 33'14.37" W Dist 50.0563 Curve Data x----------• Curve DET -SHOOFLY -10 P.I. Station 536+65.24 N 606.579.9186 E 2,184,320.8442 Delta 6.23' 56.56" CRT) Degree 7' 29' 40.71" Tangent 42.7352 Length 85.3816 Radius 764.4900 External 1.1935 Long Chord 85.3372 Mid. Ord. • 1.1917 P.C. Station 536+22.51 N 606,564.9901 E 2,184,360.8872 P.T. Station 537+07.89 N 606.599.2169 E 2,184,282.7145 C.C. N 607,281.3186 E 2,184,627.9423 Back = N 69-33-14.37" W Ahead N 63-09-17.81" W Chord Bear N 66-21'16.09" W Course from PT DET -SHOOFLY -10 to 487 N 63.09' 17.81' W Dist 393.6899 Point 487 N 606,776.9991 E 2.183,931.4522 Ste 541+01.58 ===__.=.=...................................................................... Ending chain DET -SHOOFLY description CHAIN "SRSCHOOL_ENT" Chain SRSCHOOL_ENT contains: Curve Data Curve DET -SHOOFLY -9 Point 300 N 605,800.7411 E 2.186,434.1610 Ste 322+66.50 P.I. Station 535+30.17 N 606,532.7028 E 2,184,447.4924 Delta 6. 21'35.05" (LT) to PC SCHOOL? -1 N 88. 38'33.43" E Dist 23.5000 Degree 7. 30'44.74" Curve SCHOO1.I-1 Tangent 42.3716 P.I. Station 323+68.52 N 605,803.1577 E Length 84.6562 72. 31'24.86" CRT) Radius • 762.6800 Tangent External 1.1761 Length 94.9331 Long Chord 84.6128 75.0000 Mid. Ord. • 1.1743 Long Chord P.C. Station 534487.80 N 606,513.5946 E 2,184,485.3108 P.T. Station 535+72.45 N 606,547.5042 E 2,184,407.7901 C.C. N 605,832.8717 E 2,184,141.3672 Back N 63. 11'39.32" W Mead = S Mead N 69. 33'14.37" W Chord Bear S 55. 05'44.14" E Chord Bear N 66-22'26.85" W Course from PT DET -SHOOFLY -9 to PC DET -SHOOFLY -10 N 69. 33'14.37" W Dist 50.0563 Curve Data x----------• Curve DET -SHOOFLY -10 P.I. Station 536+65.24 N 606.579.9186 E 2,184,320.8442 Delta 6.23' 56.56" CRT) Degree 7' 29' 40.71" Tangent 42.7352 Length 85.3816 Radius 764.4900 External 1.1935 Long Chord 85.3372 Mid. Ord. • 1.1917 P.C. Station 536+22.51 N 606,564.9901 E 2,184,360.8872 P.T. Station 537+07.89 N 606.599.2169 E 2,184,282.7145 C.C. N 607,281.3186 E 2,184,627.9423 Back = N 69-33-14.37" W Ahead N 63-09-17.81" W Chord Bear N 66-21'16.09" W Course from PT DET -SHOOFLY -10 to 487 N 63.09' 17.81' W Dist 393.6899 Point 487 N 606,776.9991 E 2.183,931.4522 Ste 541+01.58 ===__.=.=...................................................................... Ending chain DET -SHOOFLY description CHAIN "SRSCHOOL_ENT" Chain SRSCHOOL_ENT contains: 300 301 CUR SCHOOLI-1 CUR SCHOOLI-2 302 Beginning chain SRSCHOOL_ENT description Point 300 N 605,800.7411 E 2.186,434.1610 Ste 322+66.50 Course from 300 to 301 N 88. 38'33.43" E Dist 23.5000 Point 301 N 605,801.2978 E 2,186,457.6544 Stu 322+90.00 Course from 301 to PC SCHOOL? -1 N 88. 38'33.43" E Dist 23.5000 Curve Data Curve SCHOO1.I-1 .---------- x P.I. Station 323+68.52 N 605,803.1577 E 2,186.536.1484 Delta 72. 31'24.86" CRT) Degree 76' 23'39.74" Tangent 55.0160 Length 94.9331 _ - Rodtus 75.0000 External 18.0148 Long Chord 88.7213 -q Mid. Ord. • 14.5258 F11 P.C. Station P.T. Station 323+13,50 N 605,801.8545 E 324+08.43 N 605,751.0874 E 2780.481 78 2,186,55 9089 C.C. N 605,726.8755 E 2,186,482.924x".. Back N 88' 38'33.43" E Mead = S 18' 50'01.71" E - Chord Bear S 55. 05'44.14" E Curve Data ------------ Curve SCHOOLI-2 P.I. Station 324440.58 N 605,720.6658 E.2,186,564.}853 Delta 46. 23'48.26" (LT) _ -' Degree 76. 23' 39.74" Tangent 32.1425 Length 60.7332 Radius 75.0000 External • 6.5974 Long Chord 59.0874 Mid. Ord. • 6.0640 P.C. Station 324408.43 N 605,751.0874 E 2,186,553.9089 P.T. Station 324469.17 N 605,707.1991 E 2,186,593.4707 C.C. N 605,775.2992 E 2,186,624.8933 Back S 18. 50'01.71" E Mead S 65-13'49.97" E Chord Bear = S 42-01-55.94" E Course from PT SCHOOLI-2 to 302 S 63' 12'33.15" E Dist 77.1286 Point 302 N 605.672.4346 E 2,186,662.3202 Ste 325+46.29 ............................................................................... Ending chain SRSCHOOL_ENT description CHAIN "SRSCHOOL_EXIT" Chain SRSCHOOL_EXIT contains: 350 351 352 Beginning chain SRSCHOOL_EXIT description ............................................................................... Point 350 N 605,662.8179 E 2,186,570.4020 Ste 350400.00 Course from 350 to 351 N 24. 46' 20.15" E Dist 50.0000 Point 351 N 605,708.2169 E 2,186,591.3526 Ste 350+50.00 Course from 351 to 352 N 24. 46' 20.15" E Dist 281.0890 Point 352 N 605,963.4403 E 2,186,709.1325 Ste 353+31.09 ........................................ =, ------ =--------- ----------- =.............. Ending chain SRSCHOOL_EXIT description ALIGNMENT INFORMATION I ENGLISH I IOWA DOT I DESIGN TEAM © SNYDER aASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--76-52 I SHEET NUMBER G.3 I I HMP 11/25/2014 J:\2014_Proiecte\114.0213\Gadd\CO_1140213_003.dgn v. \".i", n..,...1.1-4 n\Der\date.t0', Snyder 1:200 CHAIN "DET-IST" CHAIN "WALL _LT _UPPER" CHAIN "WALL-LT-LOWER" Chain DET-IST contains: Chain WALL-LT-UPPER contains: Chain WALL_LT_LOWER contains; CUR OE7_1S7-1 CUR DET-IST-2 CUR DET-IST-3 CUR DET-IST-4 CUR DET-IST-5 11598 4216 CUR WALL_LT-UPPER-1CUR WALL-LT-UPPER-2 CUR WALL-LT-UPPER-3 4217 4117 CUR WALL_1-T_LOWER-14118 Beginning chain DET-IST description .......................................................... ===_=................ Beginning chain WALL-LT-UPPER description ............................................................................... Beginning chain WALL_LT_LOWER description ............................................................................... Curve Data •---------- Point 4216 N 605,399.5498E 2,186,226.6646 Slo 4216100.00 Point 4117 N 605,237.4764 E 2,186,392.2085 Sto 4117+15.00 Curve DET-IST-1 P.I. Station 116+35.84 N 605,240.8530 E 2,186,428.5600 Course from 4216 to PC WALL-LT-UPPER-1 S 56' 08'12.57" E Dist 58.9868 Course from 4117 to PC WALL-LT-LOWER-1 N 13. 53' 41.37" E Dist 100.0000 Delta 35.4 (LT) 5' 44' 3 Curve Data Curve Data Degree Tangent 0.52 7. 23'00.52" 38.9248 •----------• Curve WALL_LT-UPPER-1 Curve WALL_LT_LOWER-1 `----------' Length 9th 77.7845 P.I. Station 4217+15.16 N 605,335.3789 E 2.186.322.2936 P.I. Station 4119+13.75 N 605,430.4062 E 2,186,439.9353 Rod • 776.0000 Delta • 15-17'48.65" (LT) Delta 15-15'07.94" (LT) External 0.9756 Degree 13.41'46.33" Degree 7.46'08.11" Long Chord 77.7519 Tangent 56.1775 Tangent 98.7455 Mid. Ord. • 0.9744 Length 111.6868 Length 196.3234 P.C. Station 115+96.92 N 605,205.0944 E 2,186,413.1828 Radius = 418.3333 Radius 737.5000 P.T. Station 116+74.70 N 605,277.9710 E 2,186,440.2818 External • 3.7551 External 6.5813 C.C. N 605,511.6537 E 2.185.700.3031 Long Chord 111.3554 Long Chord 195.7442 Back N 23. 16' 08.88" E Mid. Ord. • 3.7217 Mid. Ord. • 6.5231 Ahead N 17. 31'33.37" E P.C. Station 4216+58.99 N 605,366.6816 E 2,186,275.6455 P.C. Station 4118+15.00 N 605.334.5502 E 2.186.416.2225 Chord Bear = N 20.23' 51.13" E P.T. Station 4217+70.67 N 605,317.4919 E 2,186,375.5473 P.T. Station 4120+11.32 N 605,529.1240 E 2,186,437.5962 Curve Data C.C. N 605.714.0533 E 2.186,508.7456 C.C. N 605,511.6537 E 2,185,700.3031 x----------= Back • S 56-08'12.57" E Back N 13-53'41.37" E Curve DET-IST-2 Ahead S 71.26'01.21" E Ahead N 1.21'26.57" W P.I. Station 117+37.14 N 605,337.5098 E 2,186,459.0839 Chord Bear S 63.47'06.89" E Chord Bear N 6.16'07.40" E Delco = 34. 40'30.83" (RT) Curve Data Degree 28. 38'52.40 •----- Course from PT WALL-LT-LOWER-1 to 4118 N 1. 21'26.57" W Dist 481.6223 Tangent 62.4371 Curve WALL-LT-UPPER-2 Length = 721.0394 P.I. Station 4217499.16 N 605,308.1382 E 2.186,402.4594 Point 4118 N 606,010.6111E 2,186,426.1872 Sto 4124192.95 Radius • 200.0000 Delta = 95.14'06.89" (LT) ..____•. _____ External 9.5194 Degree 220' 22'06.18" Ending chain WALL-LT-LOWER description Long Chord 119.2006 Tangent 28.4912 CHAIN "SPUR_PNG_WEST" Mid. Ord. • 9.0869 Length 43.2164 P.C. Station 116+74.70 N 605,277.9710 E 2,186,440.2818 Radius 26.0000 Chain SPUR_PNG_WEST contains: P.T. Station C.C. 117195.74 N 605,375.7770 E 2,186,508.4197 N 605,217.7435 E 2,186,630.9979 External 12.5714 Long Chord 38.4105 797 CUR SPUR_PNG_WEST-1 CUR SPUR_PNG_WEST-2 CUR SPUR-PNC-WEST-3 798 Back N Ahead N 17. 31'33.37" E 52-12'04.20" E Mid. Ord. • 8.4740 P.C. Station 4217+70.67 N 605,317.4919 E 2,186,375.5473 Beginning chain SPUR_PNG_WEST description Chord Bear N 34'51'48.79" E P.T. Station 4218+13.89 N 605,335.7915 E 2,186,409.3185 .••••••••••••••••••.••.••••••••••••.••••••••••••.••• Point 797 ...............•........... N 605,058.2381E 2,187,157.4461 Sla 797+39.57 C.C. N 605,342.0508 E 2,186,384.0831 Course from PT DET-IST-2 to PC DET-IST-3 N 52-12'04.20" E Dist 1.0816 Back S 70. 50'03.84" E Course from 797 to PC SPUR PNG_WEST-1 N 89.57' 56.44" E Dist 51.3259 Curve Data Mead N 13' 55'49.27" E Curve Data •----------x Chord Bear N 61. 32'52.72" E Curve DET-IST-3 Curve Data Curve SPUR_PNG_WEST-1 `----------' P.I. Station Delta 119+25.87 N 605.455.5275 E 2,186,611.2378 65' 39'37.10" (LT) .----------x Curve WALL_LT-UPPER-3 P.I. Station 798+12.40 N 605,058.2818 E 2,187,34.2724 Delta 8. 11'54.74" (RT) Degree 28. 38'52.40" P.I. Station 4219+11.93 N 605,430.9469 E 2,186,432.9205 Degree ctio 19. 05' 54.94" _-.- Tangent 129.0402 Delta 75. 17' 15.84" (LT) Tangent 21.5004 - �•'1 Length 229.1977 Degree 7. 50' 36.11" Length 42.9275 Radius 200.0000 Tangent = 98.0388 Ratllus 300.0000 f'11 External 38.0155 Length 194.9130 External 0.7695 C'J Long Chord 216.8602 Ratllus 730.5000 Long Chord _ 42.8908 Mid. Ord. • P.C. Station 31.9437 117+96.83 N 605,376.4399 E 2,186.509.2744 External 6.5494 Long Chord 194.3353 Mid. Ord. • 0.7675 1 P.T. Station 120+26.02 N 605,581.0238 E 2,186,581.2034 Mid. Ord. • 6.4912 P.C. Station 797+90.90 N 605,058.2689 E - 2,187,908.7720`1 C.C. N 605,534.4734 E 2,186,386.6962 P.C. Station 4218+13.89 N 605.335.7915 E 2,186,409.3185 P.T. Station 798+33.82 N 605,055.2285 E 2.187,251.5550y '7 Back N 52. 12'04.20" E P.T. Station 4220108.80 N 605.528.9582 E 2.186.430.5981 C.C. Back N 604,758.2689 E 2,187,208.9517 i7 1 �9 N 89' 57' 56.44" E Meotl N Chard Bear N 9* 27'32.90" W 19.22' 15.65" E C.C. N 605.511.6537 E 2.185.700.3031 Back N 13-55'49.27" E Mead S 81'50'08.82" E V Chord Bear S 85-56'06.19" E Ahead N 1. 21' 26.57" W - y- Course from PT DET-IST-3 to PC DET-IST-4 N 13. 27'32.90" W Dist 314.4061 Curve Data Chord Bear • N 6° 17'11.35" E Course from PT SPUR_PNG_WEST-1 to PC SPUR_PNG_WEST-2 5 81' 50'09.44 Dist 5.7455 Curve Dat x---------- Course from PT WALL-LT-UPPER-3 to 4217 N 1.21'26.57" W Dist 481.6223 ___________ IV Curve DET_1ST-4 P.I. Station 123465.42 N 605,911.1039 E 2,186,502.2071 Point 4217 N 606,010.4453 E 2,186,419.1892 Sto 4224+90.43 Curve SPUR_PNG_WEST-2 Cu Delta 14-14'50.68" }lotion 799+13.57 N 605.042.4006 E 2,187,330.2640 Degree 28° 38' '52.4(LT) .......................................... Delta _• 11. 47' 55.05" (RT) Tangent = .9954 24.9954 Ending ALL- T-UPPERd.••.•• Ending chain WALL-LT-UPPER description Degree 7.59' Length = 49.7328 Tangent 4.0031 Radius 200.0000 Length 1.48 2 External 1.5559 CHAIN "WALL-RT" Radius 16.19729 = 716.1975 Long Chord 49.6048 External = 3.8131 Mid. Ord. Chain WALL-RT contains: Long Chord 24 P.C. Station 3+40. 123+40.16 N 605,886.7950 E 2.186,508.0249 URWA 4317 CUR WALL-RT-1 4318 bid. Ord. .7929 3.7929 P.T. Station 123+90.16 N 605,933.2333 E 2,186.490.5857 P.C. Station 798+39.57 N 605,054.4126 E 257.2422 C.C. N 605,840.2447 E 2,186,313.5176 Beginning chain WALL-RT description P.T. Station 799487.05 N 605.015.7115 E 2,187,3.187.399.2868 Back N 13. 27'32.90" W •••••••••••••••••••••••••••••••••••••••••••••__•___•••___••___•••••___••_•••••• C.C. N 604,347.7128 E 2,187,140.9912 Mead • N 27. 42'23.57" W S 80. 39'30.91" E Chord Bear N 20' 34'58.24" W Point 4317 N 605,207.6190E 2,186,447.5401 Sto 4317+00.00 Ahead Mead S 68' 51'35.87" E Curve Data Chord Bear • 5 74.45'33.39" E ------------ Course from 4317 to PC WALL_RT-1 N 15.01' 11.07" E Dist 100.0000 Curve DET-IST-5 Curve Data Course from PT SPUR_PNG_WEST-2 to PC SPUR_PNG_WEST-3 S 68' 51'35.87" E Dist 17.6610 P.I. Station 124+36.98 N 605,974.6814 E 2,186,468.8190 •----------- Curve Data Delta Degree 26. 20'57.00" IRT) 28. 38'52.40" Curve WALL-RT-1 P.I. Station 4318+55.78 N 605.358.0743 E 2.186,487.9101 Curve SPUR_PNG_WEST-3 `---------- Tangent 46.8160 Delta 7.58'17.82" (LT) P.I. Station 800+51.77 N 604,992.3703 E 2,187,459.6514 Length 91.9759 Degree 7' 09'27.00" Delta 5° 43'18.22" CRT) RaOius 200.0000 Tangent 55.7772 Degree 6. 05'03.68" External - 5.4063 Length 111.3743 Tangent 47.0591 Long Chord • 91.1676 Radius 800.5000 Length 94.0400 Mid. Ord. • 5.2640 External 1.9409 Radius 941.6900 P.C. Station 123+90.16 N 605.933.2333 E 2,186,490.5857 Long Chord 111.2845 External 1.1751 P.T. Station 124+82.14 N 606,021.4843 E 2,186,467.7099 Mid. Ord. • 1.9362 Long Chord 94.0009 C.C. N 606,026.2220 E 2.186,667.6538 P.C. Station 4318400.00 N 605,304.2026 E 2.186,473.4553 Mid. Ord. - 1.1736 Back = N 27. 42'23.57" W P.T. Station 4319+11.37 N 605.413.4300 E 2,186,494.7541 P.C. Station 800+04.71 N 605,009.3421 E 2,187.415.7592 Mead N 1. 21'26.57" W C.C. N 605,511.6537 E 2,185.700.3031 P.T. Station 800498.75 N 604,971.1071 E 2,187,501.6328 Chord Bear N 14'31'55.07" W Back N 15' 01'11.07" E C.C. N 604,131.0262 E 2,187,076.1400 Mead N 7. 02'53.25" E Bock S 68. 51'35.87" E Course from PT DET-IST-5 to 11598 N 1. 21'26.57" W Dist 136.9481 Chord Bear N 11-02'02.16" E Mead = S 63-08-17.64" E Chord Bear S 65. 59'56.75" E Point 11598 N 606,158.3939 E 2,186,464.4658 Sto 126+19.09 Course from PT WALL_RT-1 to 4318 N 51.51' 11.57" E Dist 120.7539 Course from PT SPUR_PNG_WEST-3 to 798 S 63' 08'17.64" E Dist 100.0000 .••... •......•.•... ..__••__.... ............................................... Point 4318 N 605,488.0170 E 2.186,589.7187 Sto 4320+32.13 Ending chain DET_ T tlescription Point 798 N 604,925.9231 E 2,187,590.8427 Sto 801498.75 Ending chain WALL-RT description Ending chain SPUR_PNG_WEST description ALIGNMENT INFORMATION ENGLISH I IOWA DOT I DESIGN TEAM © SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER G•4 NMP 11/25/2014 J=\2014 Proiects\114.0213\Codd\CO_1140213_GO4.dcn YAD.,\doteAb1 Snyderr, 1:200 m ou ��l IA INTERSTATE RAILROAD UAnn M Raumhoer V Jnrk W JR Rnrrnws 71 12 13 9�Z — 1a G� \ is UAnn M Raumhoer V Jnrk W JR Rnrrnws �r m 3 .k,=fin I gmon ® Rlrhnrd S ho== — rr ® Q� OCQfv of Iowa Cit v ® Vnlerir G Vevern -e�y A:, sr UAnn M Raumhoer V Jnrk W JR Rnrrnws OOnvid K nnniel ©Jnrk W JR Rnrrnws 3 .k,=fin I gmon ® Rlrhnrd S ho== ® 1 otos R Pruter ® VlrklllS ,erne== ® Q� OCQfv of Iowa Cit v ® Vnlerir G Vevern -e�y © Inwn Qty Community School Oistrlct 31 Erirk Andrew Wnlfinever O7Gregory H Oeecc, ® Jeffrey M Prir OArne Onuthil ® M .Iran Has OFr; r. R Pnnn ® Clpyfon M Cla uc en 10 J Paul SweIrtzendruber ® M'dome(mn Energy Comenny 11 .hr;e S Ludekino ®Krkwood Community College 12 RRrherd P Bvrum ® Orel -B I nhorntories \ 13 Cherl�^wmir ® Per dontel Building Campnny I I C, / 14 K,rry R. Krnpga,. ® Franc= W Jr Qeonrl WendellG TR Chmmpinn. 15 Rerhore Y. Mende Plnn lea=e LLC & Mnrlho P Moreland ,- 16 Ste en I. Crnne ® Fnur Sen on= Cu Wa=h Ce_ Ten T N en 41 RIC 17 LTO Renald .1. Culvert ®Iowa Cly Commun'ty_Scheol Oishict tg elan Swnrk 1 I C ® Carry Ambrose / ® Nentune land Cemnenv ® Fnur Seaeons Cor Wa=_h Co. 21 Nent mi a 1�nd Cemonnv ® Goodwill Industries of Hemtlend ® Fdword C Sevdel ® Goodwill Ind a tries of SF Inwe ®S nren I R Wnkr © Prnrr Pr N Gomhie Hnir Ce.e I_I_C ® Sncen I R Wnkr ® 100111 C / 0 p0 ® Irreminh Rorke ® Cenaumera Co -On Sorirfv PARCEL INFORMATION MAP SCALE (FEET) ENGLISH IOWA OOT DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER H.I NMP 11/25/2014 J:\2016_Projects\114,0213\Cada\CD_114U213_HC1.dgn Y. \erinr .1ne...\RIn,4 n ... \VFiRWHnIIWeinhfPnF narfn Y:\pen\aate.tol Snyder 1200 m No 0 MALL DRIVE 0 NO Is] IA INTERSTATE RAILROAD 0 0 Q] O / 010 C`. o' C>3 cn 13 Tl (11 B s Y to v - n No 0 MALL DRIVE 0 NO Is] IA INTERSTATE RAILROAD 0 0 Q] O / 010 C`. / ou too I� PARCEL INFORMATION MAP SCALE (FEET) ENGLISH IOWA DOT DESIGN TEAM - SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U -3I15(636)--70-52 SHEET NUMBER H.2 nMP 11/25/2014 JI\2014 Projects\114.0213\Codd\CO_1140213 HD2.dgn TAOrin(_drivers\Bbck_Grav\VBiBWHaIIWeiobtPOF oltclo T:\pen\tlole.tbl Snvder 1000 o' C>3 cn Tl (11 lIJ '[sm'�My / ou too I� PARCEL INFORMATION MAP SCALE (FEET) ENGLISH IOWA DOT DESIGN TEAM - SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U -3I15(636)--70-52 SHEET NUMBER H.2 nMP 11/25/2014 JI\2014 Projects\114.0213\Codd\CO_1140213 HD2.dgn TAOrin(_drivers\Bbck_Grav\VBiBWHaIIWeiobtPOF oltclo T:\pen\tlole.tbl Snvder 1000 FOUR SEASONS CAR WASH CO. STA 18+39.91 167.21'LT CONSTRUCTION EASEMENT ROW ACQUISITION SUEPPEL, CHAMPION, PLANELEASE LLC, & MORELAND H Q N w Z 3 Im 20.00' �0. I EXISTING ROW (TYP.) J I /. I I 0 UJI I > STA. ��� ~'i ✓// STA 21+42.11 i p II •$�,./ i / 37.32'RT STA 17+28.76 500^ 1 STA 18+29.46 //• $ / / 49.75'LT 1 0 23.72 5.77 LLT STA 17+ 1 l0• 44.75' LT STA 21+10.56 O j 37.30'RT 1 1 IOWA CITY COMMUNITY1 j II ; SCHOOL DISTRICT / / PERMANENT WATER MAIN fMFL9 NU� 0 \ \/ EASEMENT (TYP.) STA. 16+90.00 STA \44.74' LT A. STA 190.00 57.50'LT 39.77' LT ' IN 39.74'LT OSTA. 19+04.87 40.21'RLT STA 20+03.80 STA 19+21.84 I 102.24' RT 1 STA 18+98.24 1 _r - -- STA 19+20.93 `0.21'RT I 61.44' RT / / 148.66oRT3.99 `TA. 18+53.39' 1 `STA 19+00.83 1}1.}}S RT i ,� / STA. 21+40.29 I' 40.22' RT ��`(� 83.41'RT/ / / I / � �o / 188.90'RT W STA 19+11.93 STA 18+46. 41 � `` 1 87.86'RT S7A 79+92.77 / /'/ Y \•/ 1 1 I 59.79'RT //• \ I Z 127.51' RT ��� �6 0 // \ I W STA 16µ7.92. 1 a STA 19+85.35 C PERMANENT STORM SEWER EASEMENT I p 40.26' RT STA 18µ0.89 1 STA 19+05.88 145.50' RT / I U STA. 17+67.17 109.37 RT I 106.66'RT 1 I Z I 40.24' R7 I STA T RT Ja STA. 20+22.86 I W I GOODWILL I STA 18+91.65 155.21' RT . 168.63' RT I INDUSTRIES STA 17.69.33 PERMANENT WATER MAIN 1 101.02RT __ _ F - OF HEARTLAND 62.82' +6 I ---- ----- EASEMENT (TYP.) 1 ------_- I STA 19+77.61 I ®-_--_------ 1 1 165.12' RT 1 ______----- I I TA 18+99.57 1 I 1 -- I 127'21 RT TEMPORARY CONSTRUCTION EASEMENT j 40.00' I 30.00' 1 TEMPORARY CONSTRUCTION I 1 _, I STA 2Oµ3.86 EASEMENT (TYP.)1 70.00' 1 1 241.33'RT ry EXISTING RAILROAD ROW (TYP.) I STA 16µ7.93 - I I I 1 STA 20+99.1 103.76' RT I I I 269.53' RT ­ :) _ _171 I o I. •tT�.t CO I GRADING LIMITS (TVP.) I C -i I --'{ i <m I 1 x - I 1 i I hl I 1 TEMPORARY CONSTRUCTION EASEMENT I 1 I I GOODWILL INDUSTRIES 20 PERMANENT STORM I 1 OF BE IOWA I.�� SEWER EASEMENT ® scu` Iv�l j RIGHT OF WAY DETAILS ENGLISH IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER H.3 HMP 11/25/2014 J,\2014 Projeets\I14.021}\Catltl\CO_1140213_HOJ.dgn Y:\print_drivers\Black Gray\VBiBWHolfWeiglrtPDf.p4 c l a YApen\&t,tEl Snvder 1140 TPN T. NCUYEN STEVEN J. CRANE BARBARA Y. MEADE KERRY R. KNEPPER CHARLES D. NEWMIRE RICHARD P. BYRUM JORJA S. LUKEKING 16 15 14 13 12 11 STA 21+77.44 STA 24+77.44 57.66' LT STA 23+57.44 STA 24+17.44 45.47' LT / O (S/ TA 22+37.44 s 5�2..r5�5' LT O 52.51' LT _O /pQ /52,62'LT R STA. 22497.44? / T O TEMPORARY 58 STA. .37 j N / 57.71'LT N /CONSTRUCTION N N EASEMENT STA. 24+77.44 ----- ---_______ ' .-._._._._. ______ _ EXISTING - _ � _PUE -- - -'---- - - - - -- ----- --- -- 52.66'LT •- FIRST AVENUE .3732' R+62.11 ( 7 �• ` . STA 21+10.56 37.43'RT j STA 23«15.32 ( STA 25+17.95 \ 37.30'RT 'moi �� ( STA 23+36.20 - 37,55'RT \ i I EXISTING ROW (TYP.) 37.44' RT i ` i l �• STA. +47.59 ( ! / PERMANENT STORM SEWER EASEMENT 57.57R _ STA STA 25«47.37 20+0}.80 i� _ 70.03' RT 102.24' RT"�_ � PERMANENT WATER MAN EASEMENT (TYP.) i / ; TA. 149 `1313 T 22+90.80 / 39RT" i� ( T GRADING LIMITS (TVP.) i A / � .- i 119.. RT •� // , ! /,Ik 'TEMPORARY CONSTRUCTION EASEMENT (TYP.) � Z W W N O !fO N STA 20+23.99 I ---- .-. i _ 7 148.66'RT - - _.-______ _______ ....... � S - __�8----- Cr) 'cTn 168.63'RT I STA 22+46.62 i STA. 22+70.71 p -------- STA 21+40.29 /�_ ----------------------- 181.22'RT 200*99'RT IOWA CITY COMMUNITY _ 188.90'RT G SCHOOL /� O 04 6DISTRICT STA 20+43.94 241.37' RT p� O STA 20+99.19 yV? / . 269.53' RT IOWA CITY COMMUNITY SCHOOL DISTRICT © IOWA CITY COMMUNITY 0 20 / SCHOOL DISTRICT / © RIGHT OF WAY DETAILS � 6CN.E (FEET) ENGLISH I IOWA OOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)•-70-52 SNEET NUMBER H.4 HMP 11/25/2014 J:\2014-Projects\114.0213\Ccdd\CD-1140213-HO4.dgn nrint nrivev\Rinck f.mv\VRiRwRnifweinmPnr ml.m Y:\Pen\eate.ml Snarler 140 \ \ I STA. 12413+02.46 \ \ ______ ___________ ___ r•� 127.18'RT \ \--------------------------- IOWA CITY COIAMUNITY --- - STA 12410+76.24 SCHOOL DISTRICT \ �TEMPORARY CONSTRUCTION EASEMENT (TYP.) •\ \\ \ 137.08'RT \ \\\ STA. 12412+87.57 \\ \ \\ \\ I\\\ `PERMANENT WATER MAIN EASEMENT \\\ \PERMANENT STORM SEWER EASEMENT \ STA 12411+30.39 STA 12408151.42 84.13' RT 72.70' RT STA 12408109.96 54.44' RT \\ •\ \ ry VSTA 12411+4852 STA. 12411+50.83 �.� \ 75.69'RT STA 12408159.48 -'-'_, _._ 42.73' RT \ STA 12411+30.83 54.40' RT 56.09' RT STA 12411+30.83 -_-_ -- 34.20' RT I o EXISTING RAILROAD ROW (TYP.) \Y \ \ \ STA 12411x79.11 I' STA 12411109.11 34.17'RT I I 34.22'R7 PERMANENT STORM SEWER EASEMENT r / / STA 12411150.83 I ...... .-' I 1' -._.-.-._.-.- _ -..................................... _ . _ _ _ _ _ _ _ _ _ _ -------------- I I STA 12408+14.16 \ / I_ 70' I� TENPORMV CONSTRUCTION EASEMENT 34.44' RT IA INTERSTATE RAILROAD I I I I \ STA 12411+50.831 OZ " ib IA. 12411181.81 66.15' LT I STA 12411+30.83 - _ _ _ _ _ 6.18' LT STA 12411+50.831 66.14' LT \ ISTA. 12411+79.03 79.27' LT STA 12411109.03 EXISTING RAILROAD ROW (TYP.) \� 16.18'LT 666.12'LT r / O O 0 O) STA 12413+06.20 O 65.93' LT \ '\ TA 12411193.07 1 \ •\ \ ________r_____/1 / STA 12411+30.83 ._O._O 8LT89.60'LT _._._._._._._._._._._._ _._. ____ 3 ___________________ __ ____ ___________ _ ----- _._._._ STA 12411 .69 / 1\ 96.19' L7 / o GRADING LIMITS (TYP.) \6 W / o PERMANENT STORM SEWER EASEMENT (TYP.) SUEPPEL, CHAMPION, Ok 6� PLANELEASE LLC. O \ �• /______________________________________. d MORELMD 1 \, / __ _______T\_________________ \ `TEMPORARY CONSTRUCTION EASEMENT (TYP.) _ \ 1 STA 12411+55.63 \ \ I ST12411+06.17, \ ; 143.11'LT 1 A 136.12'LT n ^3 tm STA 12412163.12 \ STA 12491+76.48 j C -D 8� 788.60'L7 \ 141.19'LT II _...1 C••7 l0 � STA 12412+42.44 1 STA 12413+73.71 207.02' LT 11 II C 71; J.: 207.89' LT STA 12412+57.12 STA 12413+71.26 223.59' LT 225.29' LT STA 12412+77.16 1 N 208.91'LT 1 t _____-_ \ STA 12413+76.23 1 ------- 1 1 PROCTOR 6 GAMBLE _ HAIR CME LLC 227.7}' LT oo OO} 1 It jo 1 STA. 12411+34.79 1223.7L' LT 0 1 GOODWILL INDUSTRIES _ _ o _ STA. 12413+71.63 t STA 12411+56.74 or SE RIGHT OF WAY DETAILS 228.27'LT 1229.41'LT 6CKE BEET) ENGLISH IOWA DOT DESIGN TEAM �", SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(6%)--70-52 SHEET NUMBER H.S 1u,.- 11/25/2014 ,1:\2014_P.oiectsVu.02ll\Coaa\CD_11403ID_HD5.aan r\ -ml e.i.... 1.1..e .1.1.. r:\oen\aote.loi S-6- 1:4t I STA 12407+53.49 84.48' RT I ---------------------------------------------------- EXISTING RAILROAD ROW O O OD V �'L, _O__________ O ________r1__________________ TEMPORARY CONSTRUCTION EASEMENT IOWA CITY COMMUNITY SCHOOL DISTRICT 0 —TEMPORARY CONSTRUCTION EASEMENT 6 _________________________________ -------------- L PERMANENT STORM SEWER EASEMENT RAILROAD ROW (TYP.) 0) O LA O �'L, 6 STA. 12405+11,30 65.65' LT +N+ O t� O O �. STA 12405+19.90 95.66' LT STA. 12405+31.36 � 135.67'LT •�� ` 0 20 PROCTOR 6 GAMBLE HAIR CME LLC SCALE (FEET) --------- }f.._._._._._._._._._.-._._._._._ A PM0\-S5pOP O409 poo 0 V4�" plk G STORM SEWER EASEMENT STA 12 240.92 I• SQJ� PNO EPSS p�xOG,�OF F C'� i G LIMITS (TYPJ •--i � V �D A:— STA. ' RIGHT OF WAY DETAILS I ENGLISH I IOWA DOT I DESIGN TEAM 61 SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER H.6 I I HMP 11/25/2014 J \2014 Projects\114.0213\Cadtl\CD_1160213_HO6.dgn Y-\print_drivers\Bbck_GraY\V8iBWH.IIWeiehtPDF..Itcfo Y:\Pen\date.lbl Snyder 1:40 RAILROAD ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- IOWA CITY COMMUNITY SCHOOL DISTRICT 'Tl TEMPORARY CONSTRUCTION EASEMENT © STA 12397+94.78 rEXISTING RAILROAD ROW (TYP.) _---------- 95.74' RT N A O N A D N I STA 12396+94.16 VOL O STA. 12397-94.15 +94.15 67.65'RT PERMANENT STORM SEWER EASEMENT W O N 65. O ---------------------------------------�-----""""-----------' Oo O+D 00 ............. cD O _._._._._._._._._._._._.—._ I �.—.—._._.—. STA 12396+93.76 _ _ _ _ _ _ _•—.—•— GRADING LIMITS RYP.)J EXISTING RAILROAD ROW (TYP.)—I o —•— I ` �•�,_ RAILROAD PROCTOR & GAMBLE 0 20 HAIR CARE LLC �--� © SCALE RIGHT OF WAY DETAILS ENGLISH IOWA DOT DESIGN TEAM CJ SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER He7 HMP 11/25/2014 J;\201♦_Prolects\114.0213\Codd\CD_1140213_HO7,den Y.1..rmr Y\Den\date.tbJ Snvder R40 ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 'Tl cu rEXISTING RAILROAD ROW (TYP.) 1.0 N A O N A N N -rs 71C VOL O o LO c+0 W W O N O QQ�.�OP O o0 Oo O+D 00 } cD O Fj 00 PROCTOR & GAMBLE 0 20 HAIR CARE LLC �--� © SCALE RIGHT OF WAY DETAILS ENGLISH IOWA DOT DESIGN TEAM CJ SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER He7 HMP 11/25/2014 J;\201♦_Prolects\114.0213\Codd\CD_1140213_HO7,den Y.1..rmr Y\Den\date.tbJ Snvder R40 n3 r� 'Tl cu 1.0 Crl —n M -rs 71C N PROCTOR & GAMBLE 0 20 HAIR CARE LLC �--� © SCALE RIGHT OF WAY DETAILS ENGLISH IOWA DOT DESIGN TEAM CJ SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER He7 HMP 11/25/2014 J;\201♦_Prolects\114.0213\Codd\CD_1140213_HO7,den Y.1..rmr Y\Den\date.tbJ Snvder R40 PLAN VIEW COLOR LEGEND OF TRAFFIC CONTROL Channell zing Device CROSS SECTION VIEW COLOR LEGEND LINEWORK Design Calor No. OF TRAFFIC CONTROL AND STAGING SHEETS Gray, Light (250) CiI:�C:1 Existing Topographic Features and Labels SHADING Design Color No. (B) � Pavement Marking Call Outs GrEWE een, Light (24) � Exlsti ng Pavement Shading and Alignment Annotation Black Gray, Dark (12) � Previously Constructed Pavement Shading SHADING Design Color No. Blue, Light (31) � Proposed Pavement Shading (24) � Existing Pavement Shading Gray, Dark (12) � Previously Constructed Pavement Shading Blue, Light (31) � Proposed Pavement Shading/Railroad Construction PLAN VIEW PATTERN AND SYMBOL LEGEND OF TRAFFIC CONTROL AND STAGING SHEETS • Rall Crash Cushion CROSS SECTION VIEW PATTERN AND SYMBOL LEGEND Drum 0-> Traffic Signal O OF TRAFFIC CONTROL AND STAGING SHEETS Flagger ♦ ® Pavement Removal Proposed Granular Shoulder • Channell zer Marker � Traffic Sign Proposed Granular Subbase ly Temporary Shoulder Concrete Barrier Marker k Type III Barricade < Proposed Special Backfill ® Existing Shoulder Strengthening Type A Warning Light (� Direction of Traffic ® Work Area �\ Safety Closure Temporary Barrier Rail � Permanent Barrier N C� C -r w TRAFFIC CONTROL CONTROL AND STAGING LEGEND AND SYMBOL INFORMATION SHEET (COVERS SHEET SERIES J) ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--76-52 SHEET NUMBER J.I HMP IV2b/2014 J;\2014 Projects\114.0213\Codd\CD_1140213_J01.dgn Yl\orinLdriv.,s\Color\VaiCol.,H.IfWeiohtPDF.ollcio Y'\pen dote. tbi Snyder 1200 PLAN VIEW COLOR LEGEND OF TRAFFIC CONTROL Channell zing Device AND STAGING SHEETS LINEWORK Design Calor No. Gray, Light (250) CiI:�C:1 Existing Topographic Features and Labels Black (B) � Pavement Marking Call Outs Black (B) � ProDosed Alignment, Stationing, Tic Marks, and Alignment Annotation Black (BI _Pavement Markings SHADING Design Color No. Green, Light (24) � Existing Pavement Shading Gray, Dark (12) � Previously Constructed Pavement Shading Blue, Light (31) � Proposed Pavement Shading/Railroad Construction PLAN VIEW PATTERN AND SYMBOL LEGEND OF TRAFFIC CONTROL AND STAGING SHEETS • Rall Crash Cushion X Drum 0-> PLAN VIEW COLOR LEGEND OF TRAFFIC CONTROL Channell zing Device AND STAGING SHEETS LINEWORK Design Calor No. Gray, Light (250) CiI:�C:1 Existing Topographic Features and Labels Black (B) � Pavement Marking Call Outs Black (B) � ProDosed Alignment, Stationing, Tic Marks, and Alignment Annotation Black (BI _Pavement Markings SHADING Design Color No. Green, Light (24) � Existing Pavement Shading Gray, Dark (12) � Previously Constructed Pavement Shading Blue, Light (31) � Proposed Pavement Shading/Railroad Construction PLAN VIEW PATTERN AND SYMBOL LEGEND OF TRAFFIC CONTROL AND STAGING SHEETS • Channell zing Device � Crash Cushion X Drum 0-> Traffic Signal O Temporary Lane Separator 1 •0-e♦ Flagger ♦ Tubular Marker Temporary Floodlighting • Channell zer Marker � Traffic Sign o Concrete Barrier Marker k Type III Barricade < Delineator Type A Warning Light Temporary Barrier Rall f Direction of Traffic ® Work Area �\ Safety Closure It 26+00 N L J STREET BRADFORD DRIVE C — -� STAGE 1 - GENERAL TRAFFIC NOTES: 1 t 1. MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION ON FIRST AVENUE. w 2. MAINTAIN EXISTING IA INTERSTATE RAILROAD SERVICE ON - Q EXISTING NORTH TRACK. N 3. MAINTAIN TRAFFIC ON EXISTING SCHOOL ENTRANCE. LL F 4. MAINTAIN ACCESS TO GOODWILL. ROUTE 5. ROUTE PEDESTRIAN TRAFFIC ALONG THE EAST SIDE OFFIRST AVENUE TO UTILIZE THE WEST SIDE OF FIRST AVENUE. CLOSE THE SIDEWALK ALONG THE EAST SIDE OF FIRST AVENUE AT BRADFORD DRIVE AND AT MALL DRIVE. CONSTRUCT STORM SEWER UNDER �i STAGE 1 - GENERAL CONSTRUCTION NOTES: DETOUR ROAD 1. CONSTRUCT STORM SEWER PIPE FROM PROCTOR AND (} GAMBLE TO FIRST AVENUE. INCENTIVE IN EFFECT FOR ,Qv � PROCTOR AND GAMBLE CLOSURE. " ,2 /i 2. CONSTRUCT WATER MAIN AND ABANDON EXISTING WATER MAIN. COORDINATE AND SCHEDULE CONNECTION it F5 TO EXISTING SYSTEM WITH CITY WATER DIVISION AT LEAST TWO WEEKS PRIOR TO CONNECTION. jI 3. CONSTRUCT ONSITE DETOUR ROADWAY AS SHOWN. 1 4.CONSTRUCT RAILROAD SHOOFLY TRACK AS SHOWN. 0 50 1100 L-.\, STAGE 1 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER ®ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER J.2 HMP 11/25/2014 J:\2014_Projecls\114.0213\Codd\CO_1140213_JO2.dgn Y;\prinLdrivera\Colar\VfdColorHlolfWelahtPDF.pllcfa Y\pen\dale.tb� Snyder 1:100 STAGE AND SCHEDULE CONSTRUCTION TO 2+00 / ALLOW INCOMING TRAFFIC SON�< FryT - - ` 0 0 iv o US \� r \\ \• ii-*T \� CONSTRUCT WATERMAIN AND ABANDON EXISTING WATERMAIN ,....+� ud CaJ /20+00 •-� rn 19+00 f CONSTRUCT SHOOFLY RAILROAD i Rsrq�N/<Ro No �0 LCONSTRUCT TO FIRST OUTFALL PIPE �\ AVENUE `\ pp O `\. 0 50 1100 L-.\, STAGE 1 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER ®ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER J.2 HMP 11/25/2014 J:\2014_Projecls\114.0213\Codd\CO_1140213_JO2.dgn Y;\prinLdrivera\Colar\VfdColorHlolfWelahtPDF.pllcfa Y\pen\dale.tb� Snyder 1:100 W20.1 48'x48' W2D-5 48'x48' FI RST A�EN�E F f. y W4-2 0 30 48' x 48' SCPLE (FEET) tm W w G7 FIRST AVENUE W2Oi 48' x 48' m � % 7 L.STAGE 1 SCS E (FEET) ENGLISH IOWA DOT I DESIGN TEAM _ SNYDER & ASSOCIATES CITY OF IOWA CITY J"SON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER J,3 HMP 11/25/2014 J:\2014_Pr.je<te\114.0213\Cvdd\CD_1140213_JO3.dgn v:\,.t,1 d'; .... \r,i-nvn;r.l—. lfw.:..w.onr ..1-- Y,\Den\dcte.tdi Snvder 160 a i m rn __ .c - ca L.STAGE 1 SCS E (FEET) ENGLISH IOWA DOT I DESIGN TEAM _ SNYDER & ASSOCIATES CITY OF IOWA CITY J"SON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER J,3 HMP 11/25/2014 J:\2014_Pr.je<te\114.0213\Cvdd\CD_1140213_JO3.dgn v:\,.t,1 d'; .... \r,i-nvn;r.l—. lfw.:..w.onr ..1-- Y,\Den\dcte.tdi Snvder 160 2600 J STREET i N BRADFORD DRIVE O STAGE 2A - GENERAL TRAFFIC NOTES: 1. CLOSE FIRST AVENUE, SET UP OFF SITE DETOUR INCENTIVE IN EFFECT. COORDINATE SCHEDULE OF CLOSURE WITH CITY AND IA INTERSTATE IN ADVANCE OF THIS CLOSURE. 2. MAINTAIN SOUTHBOUND ACCESS TO SOUTHEAST JUNIOR HIGH AND MAINTAIN USE OF MALL DRIVE INTERSECTION. / 3. MAINTAIN AT LEAST ONE PATH FOR t PEDESTRIANS ALONG FIRST AVENUE DURING THIS STAGE. INSTALL TEMPORARY SURFACING AS NEEDED TO PROVIDE ACCESS. STAGE 2A - GENERAL CONSTRUCTION NOTES: 1. REMOVE PAVEMENT AS NEEDED TO CONSTRUCT REMAINDER OF TEMPORARY SHOOFLY TRACK ACROSS EXISTING FIRST AVENUE. U� STAGE 28 - GENERAL TRAFFIC NOTES: STAGE CONSTRUCTION 1. CLOSE FIRST AVENUE, MAINTAIN OFF SITE DETOUR TO ALLOW INCOMING INCENTIVE IN EFFECT. COORDINATE SCHEDULE OF TRAFFIC CLOSURE WITH CITY AND IA INTERSTATE IN ADVANCE OF THIS CLOSURE. 2. SHIFT IA INTERSTATE RAILROAD TO SHOOFLY TRACK. STAGE 2B - GENERAL CONSTRUCTION NOTES: 1. CONSTRUCT REMAINDER OF ONSITE ROADWAY DETOUR AS SHOWN. 2. CONSTRUCT STORM SEWER FROM DETENTION BASIN TO I FIRST AVENUE IN STAGES AND MAINTAIN ACCESS TO 1� SCHOOL ENTRANCE DRIVES AND PARKING WITH TEMPORARY GRANULAR MATERAIL. tl�O V ` eNrRAN4 N 0 CD 20300 '\ ......_STAGE 213 �� 19 400 STAGE 28 -' DETENTION BASIN — � � `� �.� J 10 0° 0u 50 `\`\e Im\ STAGE 2 SCALE IFEETI\� ENGLISH IOWA DOT DESIGN TEAM SNYDER S ASSOCIATES CITY OF IOWA CITY JOHNSON COWTY PROJECT NUMBER STP -U-371516361--78-52 SHEET NUMBER J,4 HMP 11/25/2014 J;\201a_Projects\111.0213\C.dd\CD_11t0213_JO4.Agn T:\DrinLWrivers\CPlar\VBiColorHallWaiaM1IPDF.ollcta Y:\pen\dete.tel Snyder L100 SHERIDANAVE / T a� Q I B 3 .;: 03m OURHA D QcRE�i A F� w it� d a ° ON � E c J _ _ o l •., P � MICHEL E ti DR �- -. a WAYNE a Si w V lvgR CT �` PP w - L CHANGEABLE SIGN LEGEND - �- MESSAGE SIGN�-�'Cl 9P� z 1 ST AVE DETOUR C AS APPROPRIATE A •� CHANGEABLE �`n\ _Jp �2�•, o SIGN LE • • 1ST AVE ^ D �` • DETOUR �_, � ,--� ti A D _ ROAD CLOSED TO .0 THRU TRAFFIC xr- ~ l Iy A 011-4 ['a "\ 60'x30' y �f 1StAVECLOSED B DO AT MALL DRIVE F LLOW DETOUR ti a - A D 1st AVE CLOSED Q EO AT BRADFORD STREET FOLLOW z i O END A _ DETOUR "ear 1 DR =z �tA LEGEND T TRAFFIC SIGN �f— TYPE INBARRICADE E A WORK AREA �NGE}q�E •--0 ® DIRECTION OF DETOUR TRAVEL SAFETY CLOSURE STAGE 2 FIRST AVENUE CLOSURE DETOUR MAP STAGE 2 ENGLISH IOWA DDT DESIGN TEAM © SITYO[R aASSOCIATES CITY OF IOWA CITY J"SON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUBER J.5 HP 11/25/20% J:\2014-Proieetav14.021 \Cetltl\CD-140211_JD5.dgn Y:\Orin_tlrivera\Cdar\VBiCoIorWNfWeinMPOF ellcla Y-\Pen\Oole.tEl $nYtler 1:1000 2.50' 12.00' 12.00' 5.00' 5.00' TEMPORARY BARRIER RAIL A q Jry . WTGRANULAR 3`1 SHOULDER SIDEWALK POSSIBLE TEMPORARY SHORING WALL N GIJ NEW 1ST AVENUE PAVEMENT r -y cn m - + co TYPICAL SECTION r� �D �rrl Z7 STAGE 3 - FIRST AVENUE Cw) ONSITE DETOUR ENGLISH IOWA DOT DESIGN TEAM Ci SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET W WR J,6 HVP 11/2 512 014 J:\2014_Projects\11!0213\Codd\CO_11s0213_Ja6.dgn Y.\print_drivers\Color\VBiColarHalrWeichtPCF.Dltda Y:\oen\date.ml Snyder 1;20 I J STREET 19400 N BRADFORD DRIVE STAGE 3 - GENERAL TRAFFIC NOTES: 1. SHIFT TRAFFIC TO ONSITE DETOUR ROADWAY. / 2. SHIFT IA INTERSTATE RAILROAD TO RAILROAD SHOOFLY. 3. CLOSE MALL DRIVE. j 4. MAINTAIN GOODWILL ACCESS. - 5. MAINTAIN SOUTHEAST JUNIOR HIGH SCHOOL ACCESS. 6. MAINTAIN PEDESTRIAN TRAFFIC ALONG EAST SIDE OF FIRST AVENUE ALONG THE DETOUR ROUTE DURING THIS STAGE. CLOSE PEDESTRIAN PATHS �} ALONG THE WEST SIDE OF FIRST AVENUE AND DETOUR PEDESTRIAN TRAFFIC TO USE THE ROADWAY p� DETOUR PATH. �O U STAGE 3 - GENERAL CONSTRUCTION NOTES: �\ 1. CONSTRUCT TEMPORARY SHORING WALL AS NEEDED. 2. CONSTRUCT RETAINING WALLS ALONG WEST SIDE, AS ALLOWED. 3. CONSTRUCT BRIDGE. 4. CONSTRUCT NEW RAILROAD NORTH TFV4K. S 5. CONSTRUCT DETENTION BASIN, AS ALLOWED. _d ONpO( Fryr� 6. CONSTRUCT ROADWAY PAVEMENT�AS ;ROWED.T' w ONE-WAY (INGRESS) y x I t TEMPORARY SHORING WALL -DETENTION BASIN - ,rf r�\Rp 0 4111\ RST F o�so Q I SCALE (FEET) �.� STAGE3 ENGLISH FIOWA DOT TDESIGN TEAM �. SNYDER &ASSOCIATES CITY OF IOWA CITY J"SON COUNTY I PROJECT NUMBER STP -U-37155(636)"78-52 SHEET NUMBER J,] HMP 11/25/2014 J:\2014_Projecte\114.0213\CaCC\CD-1140213-JOT.Cgn Y:\print-drivers\COIOr\VSiColorHolfWaightPDF.pitcfg Y:\pen\Eate.tbl Snvder 1:100 e_W, SAFETY 180' TAPER OF 8:1 TAPER ROAD ysarETr CLOSURE - w2o-1 48" .48' MERewns �► �-- �► >r A~r w20.5 180' OF - 48' 48� 15:1 TAPER E R �Si gVENUE DETOUR W4.2 48' x 48" 0u 30 W1dR 7An•.A SC0.E GEED FIRST AVENUE 1 [ 11 RAIL LLJ m SAFETY CLOSU eR' 115'OF S:i tPP r t� > CE O' O LL QO K m TEMPORARY BARRIER RA W1-41- 48'x48' 1-4L48'x48' I P' W20-1 48"x48' I SCyn ` 0 30 STAGE 3 SCALE (FEET) ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &AssOC1ATEs f CITY OF IOWA CITY JOFNSON COUITY I PROJECT NUMBER STP -U-3715(636)--70-552 SHEET NUMBER HMP 11/25/2014 J:\2014_Proje<ts\114.0213\Codd\CO_1140213_JO8.dgn T:\print-drivers\Color\VSiColorHalfWeiahlPDF.altcfa Y:\pen\date.ldi 5nvder 1:60 26+00 SAFETY CLO J STREET 4 400 2+00 A 200�\, y 19'+00 ni \\ /A l ��r �� BRADFORD DRIVE 0 Ur 0 N STAGE 4 — GENERAL TRAFFIC NOTES: 1. CLOSE FIRST AVENUE, SET UP OFFSITE DETOUR, INCENTIVE IN EFFECT. 2. MAINTAIN IA INTERSTATE RAILROAD TRAFFIC ON SHOOFLY UNTIL RAILROAD GAP IS COMPLETE, INCENTIVE IN EFFECT. 3. MAINTAIN MALL DRIVE EGRESS TRAFFIC. 4. CLOSE GOODWILL NORTH ENTRANCE. 5, CLOSE PEDESTRIAN TRAFFIC THROUGH FIRST AVENUE DURING THIS STAGE. PLACE COMPLIANT PATH CLOSURES AT BRADFORD DRIVE AND AT SOUTH PROJECT LIMITS AND AT MALL DRIVE. STAGE 4 — GENERAL CONSTRUCTION NOTES: 1. CONSTRUCT REMAINING RAILROAD GAP ACROSS DETOUR ROAD. 2. REMOVE TEMPORARY SHORING WALL. CONSTRUCT REMAINING ROADWAY AND RETAINING WALL IN ORDER TO OPEN TWO FULL LANES ALONG EAST SIDE OF FIRST AVENUE. SAFETY CLOSURE0 50 ( STAGE4 SCALE (FEET) ENGLISH IOWA OOT DESIGN TEAM © SNYDER &ASSOCIATES CITY OF IOYA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER J.9 HMP 11/25/2014 J:\2014_Proiects\➢4.0213\Codd\CO_1140213-JOS.dgn Y:\Drint-drivers\Color\VBiColorHalfWeiahtPDF.oltcfa Y:\pen\dale. thl Snyder 1:100 251ZU14 J:\2014_ProtectS\114.0213\Gado\CD_ 1140213_ J10.dgn Y'.\print_drivers\Color\VBiColorHalfWeig111POF.pltcfg Y\pen\date.tbl Snyder 1:1000 SHERIDANAVE 0 ¢ � ALPIN �Ty h* `h+ • E 4 o CT o &,J r PINCRESWOOD LN a A r w o JAC SON E T /� B N RO z B w' AVE AVE w w z G A N i F F a ~ DURHAa DT� LJ\ i� s RECT A t� — w w KIRKWOOD r H - a i x <NN�O 00 w E G a a ST u w WqR \L MICHEL z_ CT Pl DR N GINTER AVE WAYNE T Q�< F9 N Y to to r u' r In a u1 9� 0, ��CCP m c RIEND-AVE < 14 J ST m ---- C� S HIGHLAN AVE �'S� 71 AR VIEW r GOON C ABLE CHANGE AVE r o GR SIGN LEGEND C r MESSAGE SIGN to AN l �C CT �� NWDO AVE"' GEFaRE T AVE 90 MP�� DETOUR AVS �G w BCC r w O Y L� " Q FY IQ SPRUC iy T C� ORIENT ARROW of 9 w w A DR F - ----- O FR 9>• it - a I _. z�F� °Aryl T�tN AS APPROPRIATE CHANGEABLE n MESSAGE a 1'-� w GR 1 " � yA ���Dll I slcN r� _ -__ — IUD R_AD O A D — P�TYw� a ". • i • i B O DETOUR .-- 8 __--_• HOLLY DELDEL W00 A D �j I� w w �n�LO ADR ON OR '� C ROAD CLOSED TO -� 1• z w 1 GLEASSAVECN c z z . FLPTO o cS�� B P% / THRU TRAFFIC R11-4 ^'1 �y F �� 09<Y AVE GLEE _ -- 60"X30" CAL'.FORN A AVE I z R BURN AVE 'T WOOD DR z w GRA -, tiF t'q 1st AVE CLOSED AT MALL DRIVE ITO/ c'I NCA I_ aLPALMER / FOLLOW DETOUR L/ m IR A D 1st AVE CLOSED w � o � LAKESIDEiOR LAKESIDE ' S>/ � EO AT BRADFORD STREET o- WETHE BY DR a uSTANWYCKz z w w ar�d z. a BLUE STEM FOLLOW DETOUR I I m J I L, o DR r w sTANWYc z m - CT a r a 'w o m a 7:1 ��sE DR a a z CO FLOWFrr� A END DETOUR' CT �, -pis E,,T` CR a 4ERRAPIN SHERMAN DR 3 t_ °j c � v DICKENSON L W o az HEMINGWA L IOiGO 3 �0\Uc' �rA LEGEND TRAFFIC SIGN ro fyNGN�G AVE p I PRIMRE A 4201H +� TYPE IIIBARRICADE WORK AREA 1 ---- `- D o DIRECTION OF DETOUR TRAVEL SAFETY CLOSURE STAGE 4 FIRST AVENUE CLOSURE DETOUR MAP STAGE 4 ENGLISH IOWA DOT DESIGN TEAM a SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NuMBER STP-U-3715(636)--70-52 SHEET NUMBER J.IO 251ZU14 J:\2014_ProtectS\114.0213\Gado\CD_ 1140213_ J10.dgn Y'.\print_drivers\Color\VBiColorHalfWeig111POF.pltcfg Y\pen\date.tbl Snyder 1:1000 VARIES 18.50' WORK ZONE 2.0' 14.0' 12.5- 11.50. TEMPORARY BARRIER RAIL SIDEWALK SIDEWALK TYPICAL SECTION WITHIN WORK AREA ALONG WEST LANES rf cr z rr1i 41 r- C�J STAGE 5 - FIRST AVENUE ENGLISH IOWA DDT DESIGN TEAM c SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER J,jj HMP 11/25/2014 J:\2014_Projects\114.0213\Codd\CC_1140213_J11.dgn Y.\print_drlvers\Color\VBiCOIgrHallWeightPDF.pitcfg Y:\pen\data tbl Snyder 1:20 L -L 1 26+00 \ 20+00 L N J STREET BRADFORD DRIVE STAGE 5A- GENERAL TRAFFIC NOTES: 1. OPEN FIRST AVENUE TRAFFIC ON EAST 2 LANES. 2. PROVIDE PEDESTRIAN TRAFFIC ALONG EAST SIDE IWy OF FIRST AVENUE. INSTALL TEMPORARY SURFACING - Q I AS NEEDED TO MAINTAIN THIS ACCESS. N t IZL STAGE 5B STAGE 5A- GENERAL CONSTRUCTION NOTES: / 1. CONSTRUCT REMAINING PARTS OF FIRST AVENUE, AS SHOWN. 2.CONSTRUCT SOUTH TRACK. 3. CONSTRUCT REMAINING DETENTION BASIN AND SITE WORK. ti �} STAGE 5B- GENERAL TRAFFIC NOTES: �O 1. SHIFT TRAFFIC TO WEST 2 LANES. U 2. CLOSE NORTH GOODWILL ACCESS. 3. PROVIDE PEDESTRIAN TRAFFIC ALONG WEST SIDE OF FIRST AVENUE. DETOUR PEDESTRIAN TRAFFIC ALONG THE EAST SIDE TO USE THE WEST SIDE OF FIRST AVENUE. f STAGE 5B - GENERAL CONSTRUCTION NOTES: tl 1. CONSTRUCT GOODWILL IMPROVEMENTS. S,cHoot 2. CONSTRUCT EAST SIDEWALK. _ I FNrRR \ + t F`T i e J STAGE 5A - DETENTION BASIN - \)`gO ij100 STAGE SB 0 55's10O i STAGE 58 SCUE FEET\4\ ,\•\.� STAGE 5 ENGLISH IOWA DOT DESIGN TEAM © SNYDER $ASSOCIATES CITY OF IOWA CITY J"SON COUNTY PRDJECT NUMBER STP-U-37I5f636J--76-52 SHEET NUMBER J. 12 HMP 11/25/2014 J:\2014-Projecte\114.0213\Cadd\CD_ll40213_J12.dr Y:\orinLtlrivers\Celo.\veicoiorNoilweinbtPOF oucle Y'\Den\dote.tbl Snyder 1n00 ROAD � WORK AHEAD W20 -t 48" x 48" c UNE Elms MERGE IGH W20-8 48" x 48" -„gVENUf 180' OF 15:1 TAPEI I W4-2 48' x 48' r -y 60 OF 5A t PPER «�+--- �► 0u 330 Im IIS. TEMPORARY BARRIER RAIL u IL, W W74L 920-1 I 48'x48' 49"x48” J APER 160' OF 8:t TAPER FIRST AVENUE ' 60' OF y ~ Y. � 56'OFOF g:1 TAPERT APER ?V c LL w FLo ., ZaC E a STAGE 5A SCALE (FEETI ENGLISH I IOWA DOT I DESIGN TEAM a SNYDER & ASSOCIATES CITY OF IOWA CITY J"SON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER J.13 HNP 11/25/2014 J:\2014_Projects\114.0213\Coad\CU_1140213_Jl3.bgn Y:\Drint_Lriyers\Color\V8iColorHalfWeiahtPOF.ollcfa Y-\Oen\Late.tbl Snyder 1:60 E 1 t � e (.3 E a STAGE 5A SCALE (FEETI ENGLISH I IOWA DOT I DESIGN TEAM a SNYDER & ASSOCIATES CITY OF IOWA CITY J"SON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER J.13 HNP 11/25/2014 J:\2014_Projects\114.0213\Coad\CU_1140213_Jl3.bgn Y:\Drint_Lriyers\Color\V8iColorHalfWeiahtPOF.ollcfa Y-\Oen\Late.tbl Snyder 1:60 W20-1 1► 48'x48• W20-5 48'x 48' W4-2 48'x48' MPSI' j.. =Q-QO FIRSTAVENUE in ------------- ---------------------- - --------- -- - -------------- 0 30 SCALE (FEET) ~ epi OF r J C=� ?i W K y W20-1 48'x 48' I F If- FIRSTAVENUE ei W K O O 0 O QO K m a mo i to, ME 0 Z c, 0 0 STAGE 56 I 1V� SCALE (FEET) i ENGLISH I IOWA DOT I DESIGN TEAM © SNYDER 8. ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715163611-710-52 SHEET NUMBER J.14 HMP 11/25/2014 J:\2014_Projects\114.0213\Codd\CO_1140213_J14.dgn W Y:\orint driers\Color\VSiCnl.,H.,IWeiahtPOF.ollcla Y:\Den\date.tbl Snyder 1:60 S 0 0 STAGE 56 SCALE (FEET) ENGLISH I IOWA DOT I DESIGN TEAM © SNYDER 8. ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715163611-710-52 SHEET NUMBER J.14 HMP 11/25/2014 J:\2014_Projects\114.0213\Codd\CO_1140213_J14.dgn Y:\orint driers\Color\VSiCnl.,H.,IWeiahtPOF.ollcla Y:\Den\date.tbl Snyder 1:60 10 Z Oe N d N o � O Y N 0 O� N O N 2 rn e LW _ UY4 11111 n � -- J W _ aloft W �now LW4 r n Lw � W " h- LW =� FIRSTAVENUE LW r \ W _ V CY4 LW{ v 111111 y ' i 0 20 SCALE (FEET) <6"o Passing Zone Lane (Yellow) <60wble Center Line (Yellow) <eootted Line (White) LW Edge Line Right (White) <eSolid Lane Line (White) LW Slop Line (White) BW Crosswalk Bar (Whte) c14 LO i LO to N N N N N t- N W W I- � n 'in IIIIIII� LW �I '^ FIRSTAVENUE - - - Y{rl i 1 LW LW4 Jtril —{i1 _ CBW _ LW4- - - ) viI - - - Y ILI- - - - - --)) mDC SEEMS r V W S -.. ya ryp q 111111 w W O 0 A+ O NQO F's 20m PERMANENT PAVEMENT MARKING ALE (IFFY) ENGLISH IOWA DOT DESIGN TEAM �j SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--78'52 SHEET NUMBER J,)5 HMP 11/25/2014 J:\2014 Projects\114.0213\Codd\CD_1140213_J1Sdgn T:\prinl_tlrivers\nlpck_Grav\V BiBWHaliWeiaFtPOF.olfeto Y:\pen\date.ml Snvder van RADIUS POINT - CURVE SRMALL_RET_2-2 STA 217+06.13, 42.50' RT 12 PCI 12 STA. 17400.30 23.50' LT PC STA 17+14.98 STA 16490.00 23 Sn23 S0' LT I MATCH EXISTING I MATCH EXISTING °i CIRCULAR CURVE DATA UNIFORM o TRANSITON 1.9 h Name p D mo UNIFORM r4 0 = r TRAI.ISITON � H �— n 27'30'15.96" 76-23'39.74" 18.36 "1 C M UNIFORM TRANSITION I MATCH EXISTING UMFORM TRANSITION MATCH EXISTING STA 17+00.00 23.50'RT PC 787.5'R STA 16+00.00 31.84' RT MATCH EXISTING DOTIDENGLISH ESIGN TEAMDOTIDESIGN TEAM 4 J:\2014-Projects\114.0 0 Z GOODWILL PARKING LOT SRMALL RET_1-2 R U.T. SRMALL_RET 1-3 SNYDER S ASSOCIATES Ugn RADIUS POINT - CURVE SRMALL_RET_7-2 STA 216482.27, 87.50' LT CONSTANT 2.01.. SLOPE CONST PN 2.0.1. SLOPE CONSTANT 2.0.7. SLOPE CONSTANT 2.0/ SLOPE NOTES: QSPECIAL SHAPING REQUIRED. a w O2 DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. SOALE (FEET) 3 ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-3715IISM--70-52 YADrint-0rivers\131ack_Grov\VBIHWHOIIWeiohtPDF oltcln Y'\Oen\Cate.lbl FIRST AVENUE f ��? CIRCULAR CURVE DATA o Name p D T L E R SRMALL_RET_1-2 27'30'15.96" 76-23'39.74" 18.36 36.00 2.21 75.00 SRMALL_RET_1-3 69.25'09.35" 190.59'54.66" 20.79 36.35 6.50 30.00 SRMALL_RET_2-2 93.09'21.41" 190.59'09.35" 31.70 48.78 1 13.64 30.00 SNYDER S ASSOCIATES Ugn RADIUS POINT - CURVE SRMALL_RET_7-2 STA 216482.27, 87.50' LT CONSTANT 2.01.. SLOPE CONST PN 2.0.1. SLOPE CONSTANT 2.0.7. SLOPE CONSTANT 2.0/ SLOPE NOTES: QSPECIAL SHAPING REQUIRED. a w O2 DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. SOALE (FEET) 3 ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-3715IISM--70-52 YADrint-0rivers\131ack_Grov\VBIHWHOIIWeiohtPDF oltcln Y'\Oen\Cate.lbl FIRST AVENUE f ��? REFER TO SHEETS L.13 -L.16 FOR PARKING LOT DETAILS. LEGEND: ,-y DRAINAGE DIRECTION GEOMETRIC STAKING MAINLINE 1ST AVENUE AND GOODWILL PARKING LOT SHEET NUMBER L,I Snvner N o ,^ I IrTl CM1J l� 3 {M W REFER TO SHEETS L.13 -L.16 FOR PARKING LOT DETAILS. LEGEND: ,-y DRAINAGE DIRECTION GEOMETRIC STAKING MAINLINE 1ST AVENUE AND GOODWILL PARKING LOT SHEET NUMBER L,I Snvner O N U 0 U FIRST O U 8.30' 10.40 �r 0 10 o N CO CD' REFER TO SHEETS L.13 -L.16 9.10' 72.70' c 7 W MAINLINE 1ST AVENUE CD &a--1,3 CD 12.80' m 13.00 m 0 x O J SECURELY FASTENED TO BAR SUPPORTS. CD GD 10 r O_ N KT -2 KT -2 12.50' 12.50' U. Y-Ao'ri d-111AHl -4 l`l —v 14A—f-1,,1 0 v—n�, nn L-2 O N U 0 U FIRST O U NOTES: 0 10 1. ALL TRANSVERSE JOINTS SHALL BE 'CD' TYPE. JOINTING DETAILS REFER TO SHEETS L.13 -L.16 2.ALL REINFORCING DURING HAND PAVING SHALL BE 14--D MAINLINE 1ST AVENUE FOR PARKING LOT DETAILS. SECURELY FASTENED TO BAR SUPPORTS. SCnLE IF EE T) ENGLISH IOWA DOT DESIGN TEAM -`, SNYDER & ASSOCIATES c, CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER L.2 tiMP IY25R P1 ,A2014 l-ctsV1'4.0213\CobbAC9_'140213_',02.,, Y-Ao'ri d-111AHl -4 l`l —v 14A—f-1,,1 1) It— Y.A11 VA,,c.lb v—n�, nn 1695 —EXISTING GRADE Me] 685 695 690 685 2 b b b b rq0 rq0 b 10 -+00 0.10 0+20 0+30 ONO 0+50 0+00 0+70 SRMALL_RET 1 r n ¢ u m n m r°in -+00 0.10 0+20 0+30 0H0 SRMALL RET 2 EXISTING GRADE a 6901 Mal RETURN PROFILES INTERSECTION OF IST AVENUE AND MALL DRIVE ENGLISH IOWA DOT I DESIGN TEAM -. SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NJMBER STP -U-3715(636)--70-52 SHEET NUMBER L.3 HMP 11/25/2014 J:\2014 Projects\114.021}\Gadd\CD_1140213_LOS.dgn V'\print_drivers\Black_Grav\VBiHWHaIIWeiahtPOE.altcla v'\pen\dale.tCl Snvder Y20 _ - w ro nj rn p +695 w Mal RETURN PROFILES INTERSECTION OF IST AVENUE AND MALL DRIVE ENGLISH IOWA DOT I DESIGN TEAM -. SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NJMBER STP -U-3715(636)--70-52 SHEET NUMBER L.3 HMP 11/25/2014 J:\2014 Projects\114.021}\Gadd\CD_1140213_LOS.dgn V'\print_drivers\Black_Grav\VBiHWHaIIWeiahtPOE.altcla v'\pen\dale.tCl Snvder Y20 n(z0rm14 Jrnzm4__rr0lecu\114.UzuU000\l P-114UZ1d1L4.09n Y:\print-dri.ere\Block_Gray\VBiBWHouWeigntPDF,pitctg r'\oen\date.tbi Snyder 1:20 P �O Q4 Al Ae .co STA 21+51.85 STA 21+54.64 57.67' LT 57.67' LT MATCH EXISTING MATCH EXISTING STA 22+11.34 STA 22+14.11 52.50'LT 52.50'LT MATCH EXISTING MATCH EXISTING STA 21+55.23 STA 22+10.79 STA 22+14.79 `./ STA 21+51.23 33.50' LT 33.50' LT 33.50' LT PT STA 20+18.38 33.50' LT 23.50' LT O O p ^I� N N N o n N n CONSTANT 2.0% SLOPE o n b 0 0 Vry CONSTANT 2.02 SLOPE b o FIRSTAVENUE ri n 0 O o 0 CONSTANT 2.0/. SLOPE M N �p OM lV CONSTANT 2.0% SLOPE r �g N CJ PT STA 20+18.38 PT 5T0. 22+42.95 - - - 23.50' RT c.r. 23.50' RT -' '1"1 ,, FIRST STEP '� 03 - Ci 1 4.7% 0.5% RETAINING WALL 6.5' S.IS' ..a... DC7 lD - CURB RUNOUT ITYPJ I 1 3.0' 1 I 1 -!�� i ll rn _.,. FIRST STEP y -_ -'^ —5'0Y. 2.0/. T 1•� L 2A' 4.0' 2.0' a w .�. GJ PLAN VIEW SECTION A -A STAIR TYPICAL L.4 NO SCN.E NOTES: @SPECIAL SHAPING REQUIRED. UL—� 10 @DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. GEOMETRIC STAKING I� MAINLINE 1ST AVENUE @ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. SCALE tFEETI ENGLISH IOWA OOT DESIGN TEAM E SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-371516361"70-52 SHEET NUMBER L,4 n(z0rm14 Jrnzm4__rr0lecu\114.UzuU000\l P-114UZ1d1L4.09n Y:\print-dri.ere\Block_Gray\VBiBWHouWeigntPDF,pitctg r'\oen\date.tbi Snyder 1:20 J'\ZU14 Yr olecls\119.UZlJNCoad\CU_114UZU_wo.agn Y,\print_dr ivers\Black_Gray\V8iBWHalfWeightPDF.pItcfg Y:\pen\dale.tal Snyder 17 O OP Q 11 Q4 h, A,7 cy h� Z C O 0 0 0 N N N W L1ll W iL/I W O O U YI u O B L-2 L-2 L-2 � � L-2 u N u 4 H u$ FIRST A NUE $ L-2 N H N 15.00' 15.00' L 2L- 12.00' 20.00' 15.00 12.Sp' 12.50' 11.00' 17.80' 15.00' 15.00' 15.00' 15.00' 75.00' 15.00' 15.00' 15.00' 12.50' 1T.50' 11.80' Ug ULN ? g 8 oS og L-2 n v 14 o r L-2 L-2 L-2 L-2 L-2 pp U� U� U� COjO O ON 00 N UO YI B Oi V U 0 OO V N U Q di (� W W KT -2 ` �L o —__ ✓ cr SEE NOTE 3 - -. ' m BELOW SEE NOTE 3 BELOW —i CD l0 s (T f In Q r NOTES: 1. ILL TRANSVERSE JOINTS SHALL BE 'CD' TYPE. 0 10 2. ALL REINFORCING DURING HAND PAVING SHALL BE JOINTING DETAILS SECURELY FASTENED TO BAR SUPPORTS. MAINLINE 1 ST AVENUE 3. REFER TO DETAIL 3 ON SHEET U.6 FOR SIDEWALK SGALE (FEET) APPROACH DETAIL. ENGLISH IOWA DOT DESIGN TEAM E SNYDER $ ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U -37151636I--70-52 SHEET NUMBER LS J'\ZU14 Yr olecls\119.UZlJNCoad\CU_114UZU_wo.agn Y,\print_dr ivers\Black_Gray\V8iBWHalfWeightPDF.pItcfg Y:\pen\dale.tal Snyder 17 MATCH EXISTING MATCH EXISTING MATCH EXISTING \ / MATCH EXISTING KvArsill CURB RL PALL moi\ STAIR TYPICAL PLAN VIEW SECTION A -A L.8 NOIR MATCH EXISTING UNIFORM TRANSITON - 45.50' LT MATCH EXISTING MATCH EXISTING CONSTANT 2.OX SLOPE CONSTANT 2.07. SLOPE FIRST AVENUE CONSTANT 2.0/ SLOPE CONSTANT 2.OX SLOPE L MATCH EXISTING MATCH EXISTING UNIFORM TRANSITION UNIFORM TRANSITION 910, STA- 254 3 36_/28.50' RT UNIFORM TRANSITION �+nilry UNIFORM TRANSITION o�4 UNIFORM TRANSITION h o 0 d�6 UNIFORM TRANSITION 910, STA- 254 3 36_/28.50' RT MATCH EXISTING,1->� m r r - NOTES: OSPECIAL SHAPING REQUIRED. 0 10 GEOMETRIC STAKING (D DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. MAINLINE I ST AVENUE 4 SCALE (FEET) 3 ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. ENGLISH IOWA OOT DESIGN TEAM ri SNYDER & ASSOCIATES CITY OF IOMA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-82 SHEET NUMBER L,6 IrMR 11/25/2014 J:\2011 Prolecie\114.0213\Codd\CO_1140213_LO6.dgn Y:\nrinl N7vera\RIne4 Om�n rn.\VAIRWA.0fW�61RnY .b. Y.\pen\dele.lbl Snvder 100 IMF iVZprLmG J:\[m♦__FrOlectS\tw.Uzu\caaa\cu_nauzu -LU/.Cgn Y+\print-drivers\Black-Gray\VSiBWHaI(WeigetPDF.pllclg Y:\pen\date.0l 5nyder 1:20 o N N N L v W pp 'I 00 UN N O U p�j U� V'A p VN QO O n U � L-2 L-2 L-2 L-2 L-2 L-2 L-2 L-2 in 0 n FIRST AV NUE uH u H 0 �H ApiN L-2 L-2 L-2 L-2 L-2 L-2 L-2 15.00' 15.00' 12.50' 10.50' 11.00' 11.80' 17.80' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 15.00' 11,00• 11.20' �o ury 0 a OR 0 0 U. uo ug 0 �o N 323400 N N N L-2 L-2 L-2 L-2 L-2 L-2 L-2 upl in N U p U g o O. �o Y w VN 8 p U L-2 L-2 m L-2 m KT -2 KT -2 KT -2 KT -2 KT -2 w u _ 0 ^0 ll_�l p U &o n Ym Y Jm ti G Yq '. C X^: � JO •- C dd C Y ti 50' C Y 10.50• ra Jg 0 C '?Sp9 c.n m c) Y C r?.s0 t`O rn '$ ice= G ��• $ I �u r� -In �•_ 9 i 7 _ s 2� C, ` NOTES: 0 10 1. ALL TRANSVERSE JOINTS SHALL BE 'CD' TYPE. JOINTING DETAILS 2. ALL REINFORCING DURING HAND PAVING SHALL BE MAINLINE 1ST AVENUE SECURELY FASTENED TO BAR SUPPORTS. SCALE (FEET) ENGLISH IOWA DOT DESIGN TEAM SNYDEB & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER L,7 IMF iVZprLmG J:\[m♦__FrOlectS\tw.Uzu\caaa\cu_nauzu -LU/.Cgn Y+\print-drivers\Black-Gray\VSiBWHaI(WeigetPDF.pllclg Y:\pen\date.0l 5nyder 1:20 MATCH EXISTING SRMALL RET 1-2 MATCH EXISTING 'T� O F O /I J } UNIFORM TRgN51T10N+ CONSTANT 2.OX , , Of SLOPE UNIFORM UNIFORM d cn u nci n yO TRANSITION TRANSITION J 'T1 1T7 UMFORM MALL DRIVE o .-- CID. -.a c TRANSITION '�� `--{n CONSTANT 2.07 SLOPE —yrs_ UNIFORM o UNFORM I/ % COO ++ I TRANSITION— j TRANSIT R .-(r– STA 216+30.00 STA 216+50.0012.26. FIT 12.50 RT STA 216+88.00 `_"`!� •• MATCH EXISTING 12.50 RT O .-• MATCH EXISTING MATCH EXISTING SRMALL RET REFER TO SHEETS L.13 -L.16 FOR PARKING LOT DETNLS. CIRCULAR CURVE DATA Name 1 D I T I L I E I R NOTES: I SR ALL -RET -2-2 1 93. 09' 21.41" 1 190° 59'09.35" 1 31.67 1 48.78 1 13.64 1 30.00 OSPECIAL SHAPING REQUIRED. ODIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. 0 t0 GEOMETRIC STAKING INTERSECTION OF @ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. MALL DRIVE AND IST AVENUE SCKE (FEED ENGLISH I IOWA OOT I DESIGN TEAM © SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER L•E -'U" 1/25/2014 J:\2016_Proiects\114,0213\Gadd\CD_1140213_LOB.dgn v.�.....r n..,....ci..,.� c....n vc.ewu..uw....nronr ao-m Y:\oen\dd,tbi SnvCer 1:20 W Z Y 10W LL L�J,4Q r N 0: LL f Y CD N r U F O ' Y KT -2 KT -2 Z MALL DRIVE ry r - T"2 "' 9 9.00' 9.00' ¢ U N 'o O O Q L-2 N U-? 'o p co U 0 0 O a 11.30• L-2 N u o 'o u o n u qL-2 U) x J _ o rcn 11.00' 15.00' 15.00' L2 L-2. L2 L-2 2 L2 O 10.20' 10.00' 9.90' �9.70' 8.00' 9.00' o (1 Uri uh o 0 oN oo u ^ uc N c.n ry N N V H U Y ET -I e 'KT-2 E _ OZI -`-I (n tD a Gp E N • N REFER TO L.2 FOR IST AVENUE JOINTING. REFER TO SHEETS L.13 -L.16 FOR PARKING LOT DETAILS. NOTES: 1. ALL TRANSVERSE JOINTS SHALL BE 'CD' TYPE. 2. ALL REINFORCING DURING HAND PAVING SHALL BE SECURELY FASTENED TO BAR SUPPORTS. JOINTING DETAILS INTERSECTION OF I� MALL DRIVE AND 1ST AVENUE SCPLE IFEEiI ENGLISH IOWA DOT DESIGN TEAM �,'� SNYDER $ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-532 SHEET NUMBER L.9 JA20' _ oieUsV114.0213VCcdd%CD_ 010J'd 109Apn v. t n--1. 1 1 lm ApenAOa,W S,y,, 1'20 RADIUS POINT - CURVE SRSCHOOL_RET_7-1 24.69 STA 323*30.31, 27.50 LT ID CON551-� m ��— �� TRAN97pN 601 A 0 6 • SRSCHOOLRET 3-1 R TInk 0 z z 0 0 r P• 00 0 0 4 Z Z J J 12.50• 1 12.5 CONSTANT CIRCULAR CURVE DATA REFER TO SHEETSL PARKING LOT DETAIDETAILSS go Name D D I T I L I E R SRSCHOOL_RET_1-1 77. 09'37.48" 229. 10'59.22" 1 19.94 1 33.67 6.98 25.00 RSCHOOL_RET_2-1 131° 48'37" 229.10' 59.22" 1 55.90 1 57.51 36.24 25.00 RSCHOOL_RET_3-1 133-19'54" 1 286. 28' 44.03" 1 46.36 1 46.54 1 30.49 20.00 RSCHOOL_RET_4-1 87. 58'53.3" 1 21° 58-18.71" 1 14.48 1 23.03 1 5.85 15.00 RADIUS POINT - CURVE SRSCHOOL_RET_7-1 24.69 STA 323*30.31, 27.50 LT ID CON551-� m ��— �� TRAN97pN 601 A 0 6 • SRSCHOOLRET 3-1 R TInk 0 z z 0 0 r P• 00 0 0 4 Z Z J J 12.50• 1 12.5 CONSTANT ;HOOL RET 4-1 N C> REFER TO SHEETSL PARKING LOT DETAIDETAILSS go UNIFORM TRANSITON -+ F T1 ENGLISH FOVA DOT DESIGN TEAM SNYDER & ASSOCIATES S � 1 IT 11/95/2014 JA2014_P,oi—t.\114.0213\C.dd\CD_ 1140213_ L10.ean „._.:- Y+\Pen\Cate.tbl 1NIFORM TRANSITON t v� 7-7 --1 ;HOOL RET 4-1 O00+09cFOR NOTES: QSPECIAL SHAPING REQUIRED. REFER TO SHEETSL PARKING LOT DETAIDETAILSS go UNIFORM TRANSITON -+ ry ENGLISH FOVA DOT DESIGN TEAM SNYDER & ASSOCIATES S SHEET NUMBER L.10 IT 11/95/2014 JA2014_P,oi—t.\114.0213\C.dd\CD_ 1140213_ L10.ean „._.:- Y+\Pen\Cate.tbl 1NIFORM TRANSITON t v� \\\\ y 1p1. XOo 1206 O00+09cFOR NOTES: QSPECIAL SHAPING REQUIRED. REFER TO SHEETSL PARKING LOT DETAIDETAILSS go Q2 DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. @ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. SC0.E 6EET1 GEOMETRIC STAKING INTERSECTION OF SCHOOL ENTRANCE AND I ST AVENUE ENGLISH FOVA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715I636I--70-52 SHEET NUMBER L.10 IT 11/95/2014 JA2014_P,oi—t.\114.0213\C.dd\CD_ 1140213_ L10.ean „._.:- Y+\Pen\Cate.tbl 5,dE, 1:I0 U O � O � N C C w_ Cl n 10.50'9.90' -1 P•f --n `.•r `� f*1 � Y' O� rr r d Li": / 1•\ K \ n u d,FA\ x s r L-1 L-1 0 L'1 f^ \ L•1 C C O \ A' u 7 <•T X).50' 12.50' O P KT -1 Kiq u (-� i 1 In N p� KT -1 KT •1 `p• o IMi 'fly C 4 u Ar ± r x KT -1 KT -1 KT -1 --- `ry. (•T KT -1 O U� o '0 ' L-1 L-1 L-1 c 10.00' 16.00' L-1 10.00' L-1 10.00' L-1 SCHOOL ENTRANCE n.eo' U h ® H N U U O m H M T y�REFER TO SHEET L.7 FOR 1ST AVENUE JOINTNG. y G REFER TO SHEEiS L.17 -L.16 O�O�£ _ FOR PARKING LOT DETAILS. NOTES: JOINTING DETAILS o to 1. ALL TRANSVERSE JOINTS SHALL BE 'C' TYPE. INTERSECTION OF 2. ALL REINFORCING DURING HAND PAVING SHALL BE SECURELY FASTENED TO BAR SUPPORTS. IS T AVENUE SCHOOL ENTRANCE AND 1S SCALE ffEETI ENGLISH IOWA DOT DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U -3715f6361--70-52 SHEET NUMBER L,1I HMP 1112919014 S\2014 Pro iects\114.0213\Ccdd\CD_I140213_L11.00n .,., _.:_. ._:__._—__. _1-1_�. _._ Y:\oeo\4ateAhl so,W 1'20 EXISTING GRADE ON a o a Q O N �0 O 0 'r O n O n O Oi N 705 V 0'W V 05 VW O V W 8 IA O-ar ^Y V V � M N O > a a > 2� 700 1 700 695 695 -wo o.to 0.20 0.30 SRSCHOOL RET_1 __--__--___` .m WU N 705 -- of m m m 705 EXISTING GRADE ^ rn a cW or n t_ n of n o 4'J + +b + a 7. V 700 1i > h 'V.. ow a > t 0.847. 5.91 695 i- 695 -.00 0+10 0+20 0+30 0+ 0 ono SRSCHOOL RET 2 RETURN PROFILES INTERSECTION OF SCHOOL ENTRANCE AND 1ST AVENUE ENGLISH IOWA DOT DESIGN TEAM - SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3 71515361--7 8'52 SHEET NUMBER L.12 HMP 11/25/2014 J:\2014_Projeois\114.0213\Codd\CD_1140213-u2.dgn ..1,, ml ,...... 1.1— 1..,, Y'\oan\date.tbl Snyder 120 1705 1700 1695 1710 705 700 ogim �m �a v�i,g ne. -WO ONO 0.20 D.30 ONO SRSCHOOL_RET _3 -.00 0.10 ono SRSCHOOL RET 4 7051 7001 6951 ISCHOOL ENTRANCE _& 1ST AVENUE I ENGLISH IOWA OOT I DESIGN TEAM Ls SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--78'52 SHEET NUMBER L. 13 2y120.< Jn201e_P,OieclSV1A.0213\CaCC%C0_1160213_u3.ean ....... Y:\oemeale.lti Snvaer 1:20 710 r r (:;05 Awl ISCHOOL ENTRANCE _& 1ST AVENUE I ENGLISH IOWA OOT I DESIGN TEAM Ls SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--78'52 SHEET NUMBER L. 13 2y120.< Jn201e_P,OieclSV1A.0213\CaCC%C0_1160213_u3.ean ....... Y:\oemeale.lti Snvaer 1:20 II oo*8l ELEV.- 694.68 ELEV.• 894.75 ELEV.- 694.94 MATCH EXISTING MATCH EXISTING MATCH EXISTING CURVE 2 CURVE 3 // 1 3.07 2.aX1.8X STA 18 67.61 230.82 RT 69 9 4.73 MATCH EXISTING STA 18+88.37 MATCH 5" CURB 113.02 RT RUNOUT ELEV.- 694.27 STA. 19+05.86 MATCH EXISTING ELEV.- 694.18 MATCH EXISTING ELEV.- 692.72 MATCH EXISTING ENGLISHIIOWA DOT I DESIGN TEAM I DESIGN TEAM .. dn2014 a.ojects\n4.0 .l>• CURVE 1 - AD' v C. 1.5'/. 3Y07 2 5X r STA. r ELEV.- 693.91 MATCH EXISTING ELEV.- 693.58 MATCH EXISTING ELEV.- 693.49 MATCH EXISTING ELEV.- 692.67 MATCH EXISTING STA 17+97.32 69.86 RT ELEV.• 692.61 _ MATCH EXISTING CURVE 4 STA7+ 141.04 61.47 RT ELEV.- 692.09 MATCH EXISTING SNYDER&ASSOCIATES 1_L14.d9n STA 17+88.16 54.80 RT ELEV.• 692.65 MATCH EXISTING ELEV.- 694.20 MATCH EXISTING 2 LEGEND: NOTES: -1-0- DRAINAGE DIRECTION STA 17+41.60 0 (1DSPECIAL SHAPING REQUIRED. 71.3 GEOMETRIC STAKING ELEV.- 692.18 OO DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. MAINLINE I ST AVENUE& MATCH EXISTING SCALE (FEET) O ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. GOODWILL PARKING LOT CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER L.14 Y:\mint dyivnra\fllnt4 C.rnv\VRiRWW,lfw.I..K.onC nn.- Y''\pen\dele.tbl Snydu CIRCULAR CURVE DATA cn �� Name p D T L E R CURVE 1 180.00'00" 65. 54'56.13" 0.00 15.71 0.00 5.00 CURVE 2 53-14'56.06" 9. 39'0.69" 7.78 14.41 1.85 15.50 CURVE 3 96.38'41.88" 318.18'35.59 20.22 30.36 9.08 1 18.00 CURVE 4 9354'23.28" 212.57'28.06" 10.71 16.39 4.65 1 10.00 2 LEGEND: NOTES: -1-0- DRAINAGE DIRECTION STA 17+41.60 0 (1DSPECIAL SHAPING REQUIRED. 71.3 GEOMETRIC STAKING ELEV.- 692.18 OO DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. MAINLINE I ST AVENUE& MATCH EXISTING SCALE (FEET) O ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. GOODWILL PARKING LOT CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER L.14 Y:\mint dyivnra\fllnt4 C.rnv\VRiRWW,lfw.I..K.onC nn.- Y''\pen\dele.tbl Snydu N G:J cn �� En yY �H cD yrs F r 2 LEGEND: NOTES: -1-0- DRAINAGE DIRECTION STA 17+41.60 0 (1DSPECIAL SHAPING REQUIRED. 71.3 GEOMETRIC STAKING ELEV.- 692.18 OO DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. MAINLINE I ST AVENUE& MATCH EXISTING SCALE (FEET) O ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. GOODWILL PARKING LOT CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER L.14 Y:\mint dyivnra\fllnt4 C.rnv\VRiRWW,lfw.I..K.onC nn.- Y''\pen\dele.tbl Snydu 2 L'1 1O� L-10 1 C 1200.' _ u+ 10' 8.00' U m m V N O O uI? L-1 L'1 L-1 L-1 L -I L-1 L-1 L-1 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' L-1 L-1 U0 10.00' 10.00' O U o - Q C C C C C C C C R �o 11.x0' 10.00' 10.00' 11.00' 10.00' 10.00' 11.00' 10.00' C 11.00' CC C c 10.00' 10.00' 10.00' BT -5 8T-5 BT -5 B7 -5B B7^5 BT -5 BT -5 BT ' t .00' In nn• tTS -5 BT -5 87-5 -.-- ��.vv m.u0' G NOTES: 8.25' ou to 1. ALL REINFORCING DURING HAND PAVING SHALL BE SECURELY FASTENED TO BAR SUPPORTS. JOINTING ta_v— scae tvcEn GOODWILL PARKING LOT ENGLISH IOWA DOi DESIGN TEAM C°� SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-FJP SHEET NUMBER L. 15 -ts� rinnaia Jn20'4 P,oiectsV140213VGaddACID 1'�0213 .b.oac _ - Inaemao:e-Lb' . wcer ria G NOTES: 8.25' ou to 1. ALL REINFORCING DURING HAND PAVING SHALL BE SECURELY FASTENED TO BAR SUPPORTS. JOINTING ta_v— scae tvcEn GOODWILL PARKING LOT ENGLISH IOWA DOi DESIGN TEAM C°� SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-FJP SHEET NUMBER L. 15 -ts� rinnaia Jn20'4 P,oiectsV140213VGaddACID 1'�0213 .b.oac _ - Inaemao:e-Lb' . wcer NOTES: OSPECIAL SHAPING REQUIRED. Q2 DIMENSIONS ARE TO BACK OF CURB ON EDGE OF SLAB. ELEV.- 696.98 MATCH EXISTING ELEV.- 698.98 MATCH EXISTING ELEV, 699.19 ELEV.• 699.19 MATCH EXISTING MATCH EXISTING ELEV.- 698.31 MATCH EXISTING ELEV.- 697.77 MATCH EXISTING STA 18+14.84 49.55 LT ELEV.- 697.40 MATCH EXISTING ELEV.• 698.47 MATCH EXISTING 7 u1 �G N a LL STA 18+48.70 38.99 LT ELE V.• 698.24 MATCH EXISTING .LL' 39.78 LT - 50.44 LT 2.3X ELEV.• 697.57 ELEV.- 696.17 ELEV.- 697.02 �� MATCH EXISTING MATCH EXISTING MATCH EXISTING STA 215480.82 39.87 LT STA 216+34.98 STA 216445.05 29.78 LT STA 216493.14 ELEV.- 695.6740.01 LT ELEV.• 696.50 40.49 LT MATCH EXISTING ELEV.- 695.98 MATCH EXISTING ELEV. 0 MATCH EXISTING MATCH EXISTING MATCH EXISTING �3.2X �1.OX STA. 215+81.13 3.5X. �4.2X 29.87 LT STA. 216+98.45 ELEV.- 695.98 45.55 LT MATCH EXISTING ELEV.- 697.09 MATCH EXISTING GEOMETRIC STAKING STA 216498.89 PARKING LOT OF SUPPEL. CHAMPION 30.67 LT ELEV.- 696.82 PLANELEASE LLC AND MORELAND STA. 216+35.18 MATCH EXISTING 30.04 LT 5_7 ELEV.•696.31 MATCH EXISTING MALL DRIVE ENGLISH IOWA DOT DESIGN TEAM © SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)^70-52 SHEET NUMBER L.16 HMP 11/25/2014 J:\2014 Proiects\114.0213\CaCC\CD_ 1140213_L16.E9n .....: e.:. -, m...:, c...... _, - Y+\oen\Lete.lbi Snvicer v o, o ` m g G ,0po 0 o. ID.00. mo O w I b V'7 ; N O, m Q o _ m o C - 10p0 0 moo C woo' c B B NOTES: B B B1. ALL TRANSVERSE JOINTS SHALL BE 'C' TYPE. El!n 0' 10.0 1 .0 ' 0 10.00' 010 Ooc2. ALL REINFORCING DURING HAND PAVING SHALL BE 0 0 0 o u o SECURELY FASTENED TO BAR SUPPORTS. �' c u g 0 \QI a la JOINTING DETAILS PARKINGLOT OF SUEPPEL CHAMPION scue cvicen PLANELEASE LLE AND MORELAND ENGLISH I IOWA DOT I DESIGN TEAM SNYDER $ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER L. 17 HM' 1/25/2010 J17"4 eclsV 110.0915VCeddAC2_'IlW15-L17.d, Y V,'nl d-,,,AR—AvRRwoA, Ade'e.Ib Snoer '20 0 Cil Ul N M SCHOOL ENTRANCE ELEV.- 704.43 MATCH EXISTING N STA 21+65.01 2.OY. I.BY.e: ir+ 130.71' RT C)^G 1 ELEV.- 704.43 MATCH EXISTING STA 21+10.55 ::� 171.70"T --< ELEV.-703.88 R'• MATCH EXISTING 1.8% STA 20+99.93 193.81' RT ELEV.- 703.66 .� MATCH EXISTING PN .A 9L �2 Gm STA 21+11.64STA. 20+73.98 105.93' RT 181.11' RT ELEV.- 703.01 ELEV.- 703.36 MATCH EXISTING MATCH EXISTING NOTES: OSPECIAL SHAPING REQUIRED. o ro GEOMETRIC STAKING Q2 01MENSIONS ARE TO BACK OF CURB ON EDGE Of SLAB. SOUTHEAST JUNIOR HIGH PARKING LOT SCALE tfEEi1 @ ALL ELEVATIONS ARE FORM GRADE UNLESS OTHERWISE NOTED. ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U'3JI5I63E1--Jg-52 SHEET NUMBER L. 18 �;. ,:-;:I J:\2014-Projects\114.0213\Codd\CD-1140213-LlB.dgn r:., lml ..:-._ T'\Gen\dcte.tbl S,de. 1:20 0 U) N M 6, 5 o n o p r rn �, L-1 L-1 L-1 L-1 11.50' 8.25' 8.405 8.40'5 12.00' 12.00 'Soo r'. n oo S n o0 o n 0 r - a C 11.50' 8.05' 8.40' _ 8.40'5 12.00' S 12.00' S 3r Pn O o• C C C 7.85' 8.40' 8.40 12.00' 12.00' 11.50-o or wj1nn wn on m 'uon m on n O n J o C C C L 1- L-1 - L-1 C� C C 7.70' 8.40'm 8.40'm m 12.00' 11. m 8.17' 8.17' 8.17' m L-1 L-1 L-1 L-1 1.40' Ip m m m ;.n oan i.n an NOTES: 1. ALL TRANSVERSE JOINTS SHALL BE 'C'TYPE. JOINTING ° w 2. ALL REINFORCING DURING HAND PAVING SHALL BE SOUTHEAST JUNIOR HIGH SECURELY FASTENED TO BAR SUPPORTS. PARKING LOT SCPLE (FEET) ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-37I51636I--70-52 SHEET NUMBER L.19 HMP 11/95/2014 J:\2014_Proiects\114.0213\Ccdd\CO_1140213-L19.C9n y 1—m, A ...... In—, Y:\pen\dote.tEl Snyder 120 rJ ca 1 cn rn �, ri4 J_ NOTES: 1. ALL TRANSVERSE JOINTS SHALL BE 'C'TYPE. JOINTING ° w 2. ALL REINFORCING DURING HAND PAVING SHALL BE SOUTHEAST JUNIOR HIGH SECURELY FASTENED TO BAR SUPPORTS. PARKING LOT SCPLE (FEET) ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-37I51636I--70-52 SHEET NUMBER L.19 HMP 11/95/2014 J:\2014_Proiects\114.0213\Ccdd\CO_1140213-L19.C9n y 1—m, A ...... In—, Y:\pen\dote.tEl Snyder 120 FNr.1 TCH I TnWA nnT 1 nFSTr.N TFAM I rnnmTv I PRnIFrT NIIMRFR I GHFFT NIIMRFR M 1 IN 10-11 STORM SEWER * Bid Item ** For SW -545 For bedding and backfill purposes under Primary roads, use material complying with Article 4120.04 (Class A Crushed Stone) of the Standard Specifications for all bedding and backfill. Place and compact the material according to Article 2435.03, A and Article 2552.0 E (Class I materials). INTAKES AND UTILITY ACCESSES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 6 ft length is added to Design Length tc account for estimated length to center of structures. *Type or Form Bottom Extension Intake/ Pipe Bid* Design Flow Lines Pipe Location Station and Line Utility Class Slope No. Standard Grade Well Length** Notes 'D' Diameter Length Length Profile Notes Inlet Outlet Other Offset Road Plan Number Access No. % Sheet No. Elevation Elevation Elevation E ev E FT -Fr-MT -To IN FT FT 2 + 217+14.72, 13.81 RT S 41 691.08 34 687.24 NW -542 EXIEN11UN UW_[ETT_3TDT_ STP -01 ST -01 ST -02 2000 15 26.5 24.4 0. 687.95 687.84 3 217+36.39, 14.95 RT SPECIAL 691.77 687.07 SECT MANHOLE. REFER TO U SHEETS STP -02 ST -02 ST -03 2000 15 21.6 17.6 0.40 687.74 687.67 4 20+75.00, 23.50 LT SW -541 684.41 680.65 554542 EXTENTIOON RIGHT SIDE STP -03 ST -04 ST -05 2000 15 67.3 63.3 1.00 681.15 680.54 5 20+07.35, 23.50 LT SW -541 683.25 679.74 O SW -542 EXTENTION ON BOTH SIDES (1) STP -04 ST -05 ST -06 2000 18 86.7 82.7 0.80 680.24 679.62 6 19+18.10, 23.50 LT SW -541 685.25 678.93 SW -542 EXTENTION ON BOTH SIDES (1) STP -05 ST -06 ST -09 2000 24 46.5 43.5 0.50 679.43 679.21 7 20+75.00, 23.50 RT SW -509 684.41 680.74 STP -06 ST -07 ST -08 2000 15 65.0 62.0 1.30 681.19 686.39 8 20+07.35, 23.50 RT SW -541 683.25 679.59 SW -542 TENTION ON BOTH SIDES (1) STP -07 ST -08 ST -09 2000 18 89.0 86.0 1.00 680.09 679.20 9 19+18.10, 23RT SW -509 685.25 67.02 PIPE INLET IS UNDER NORTH MANHOLE STP -08 ST -09 ST -10 2000 36 362.8 358.8 0.28 678.52 677.52 10 12405+50.14, 74.4. 68 LT SW -401 696.65 676.97 60", FORM GRADE = RIM STP -09 ST -10 ST -11 3000 36 335.9 331.3 0.28 677.47 676.54 11 12405+14.27, 73.99 LT SW -401 700.67 6755.94 60", FORM GRADE = RIM STP -10 ST -11 ST -12 3000 36 262.4 266.0 0.28 676.44 675.70 DESIGN LENGTH INCLUDES FES, PAY LENGTH DOES NO 12 12402+83.88, 215.39 LT 36" FES 675.70 - 36", FORM GRADE = FLOW LINE STP -11 ST -13 ST -14 2000 15 46.5 43.5 0.50 699.21 698.99 13 23+30.00, 23.50 LT SW -541 702.22 698.70 SW -542 EXTENTION ON RIGHT SIDE STP -12 ST -14 ST -15 2000 15 103.4 100.4 0.50 698.89 698.38 14 23+30.00, 23.50 RT SW -509 702.22 698.39 PIPE INLET IS UNDER SOUTH MANHOLE STP -13 ST -15 ST -16 2000 18 73.9 68.7 0.50 698.23 697.88 15 22+90.13, 124.91 RT SW -401 707.13 697.73 48", F/G=INLET, TYPE 5 GRATE STP -14 ST -16 ST -17 2000 24 208.1 213.3 0.50 697.58 696.50 DESIGN LENGTH INCLUDES FES, PAY LENGTH DOES NO 16 22+47.83, 171.89 RT SW -509 705.54 697.08 PIPE INLET IS UNDER SOUTH MANHOLE STP -15 ST -18 ST -19 2000 18 100.0 96.4 0.50 693.00 692.52 17 20+27.84, 158.90 RT 24" FES 696.50 - 24", FORM GRADE = FLOW LINE STP -16 ST -19 ST -20 2000 18 148.7 144.7 0.75 692.42 691.33 18 12415+25.06, 19.77 RT SW -401 698.88 692.50 48", FORM GRADE = RIM STP -17 ST -20 ST 2000 24 251.4 247.4 0.60 690.44 688.96 .ry 0 19 12416+25.06, 20.88 RT SW -401 697.83 691.92 48", FORM GRADE = RIM STP -18 ST -21 EXX 2000 24 237.3 232.4 0.60 668.86 667.47 cs. 20 12417+73.70, 22.52 RT SW -401 69.26 689.94 48" DIA., VERIFY EX FL, 15" INVERT STP -19 ST -22 ST -18 2000 15 4.3 1.3 2.00 693.18 693.15 �1 21 12420+25.06, 20.58 RT SW -401 6955.98 688.36 48" DIAMETER STP -20 ST -23 ST -19 2000 15 4.5 1.5 2.00 693.55 692.52 _ tTl STP -21 ST -24 ST -20 2000 15 4.3 1.3 2.50 690.82 690.79 "" E)fISTM PIPE 22 12415+25.06, 24.11 RT SW -512 697.21 692.71 24" DIA., F/G = INLET, TYPE 5 GRATE STP -22 ST -25 ST -21 2000 15 6.2 3.2 2.81 690.28 690.19 7 -�-. 1 gra 23 12416+25.06, 25.40 RT SW -512 696.04 692.08 24" DIA., F/G = INLET, TYPE 5 GRATE 24 12417+17.01, 25.87 RT SW -512 695.11 690.34 24", FINLET, VER EX FL, TYPE 5 GRATE STP -23 ST -26 PIPE 2000 15 7.5 6.5 1.54 688.02 687.92 25 12420+25.06, 26.61 RT SW -512 693.48 689.78 24" DIA., F/G = INLET, TYPE 5 GRATE DIA STP-24 ST -27 PIPE 2000 15 7. 6 . 56 179 . 68653 . . 68643 '- -71 -p [ f 26 27 12422+76.30, 28.55 RT 12424+79.16, 28.11 RT SW -512 SW -512 691.24 690.84 687.52 686.03 24",F/G=INLET,VER EX FL, TYPE 5 GRATE 24",F/G=INLET,VER EX FL, TYPE 5 GRATE 28 12426+82.24, 27.94 RT SW -512 689.50 682.62 24",F/G=INLET,VER EX FL, TYPE 5 GRATE 29 12408+39.16, 56.33 RT SPECIAL - 694.63 OUTLET STRUCTURE. REFER TO U SHEETS STP -25A ST -29l ST -29 2000 15 11.8 16.0 0.30 695.63 695.58 DESIGN LENGTH INCLUDES.E S, } PAY LENGTH DOES NO 30 12408+12.06, 44.44 RT SW -401 700.50 694.46 72", FORM GRADE = RIM STP -25 ST -29 ST -30 2000 30 29.6 29.6 24.6 0.30 695.13 695.05 w 31 12484+31.47, 44.73 RT SW -401 703.86 693.28 60", FORM GRADE = RIM STP -25 ST -30 ST -31 2000 30 376.6 0.30 694.96 693.83 32 12400+35.06, 50.69 RT SW -401 698.79 692.05 60", FORM GRADE = RIM STP -27 ST -31 ST -32 2000 30 397.4 393.4 0.30 693.78 692.60 33 12398+04.04, 52.05 RT 30" FES 691.86 - STP -28 ST -32 ST -33 2000 30 225.2 229.2 0.30 692.55 691.86 DESIGN LENGTH INCLUDES FES, PAY LENGTH DOES NO 34 12408+12.06, 76.39 RT SW -512 698.50 695.57 24" DIA., F/G = INLET, TYPE 5 GRATE STP -29 ST -34 ST -30 2000 15 26.5 22.5 0.50 696.07 695.96 35 18+55.90, 33.50 LT SPECIAL 698.16 - SIDEWALK INTAKE. REFER TO U SHEETS 36 323+98.83, 33.35 LT SW -512 706.73 TEMPORARY INTAKE 29A 12408+54.76, 65.13 15" FES 695.63 - - 15", F/G = FLOW LINE STP -30 VERT ST -15 PVC 8 39.2 36.2 1 TEMPORARY PIPE FOR - ST -36 REMOVE PIPE AND PLUG HOLE IN INTAKE ST -15 FOLLOWING CONSTRUCTION. PROVIDE VERTICAL (1) ASSURE POSITIVE DRAIANGE TO WELL ON EXTENSION. STANDPIPE AND GRATE FOR DRAINAGE FNr.1 TCH I TnWA nnT 1 nFSTr.N TFAM I rnnmTv I PRnIFrT NIIMRFR I GHFFT NIIMRFR M 1 WASH CO. I PROPOSED GRADE AT ROPOSED GRADE AT SCHAMPION, PLELEASEC O -- I �� TAN T. NGUYEN 1 #N _ 695 STORM SEWER 690690 sr -2 SW -541 sr -3 SPECIAL MANHOLE STEVEN JC ST -9 STA 217+14.72, 13.81 RT STA 217+36.39, 14.95 RT SW -541 WITH (2) SSW -509 SW -509 CRANE FG• 691.08 TEMPORARY EASEMENT (TYP.)�l STA 19+18.10,STA 19+18.11. 23.50 RT STA 19+18.10, 23.50 RT 690 - �. i 665FG• 685.25 STP -2 T 1 - -_ T. .177 O tiQ EXISTING ^ / C FL�6B7b7 8_"TEEO'_� �1-1----- 680 8"FSUBDRAWOF 24" ROW (TYP.) I 0 , d O O t0I -__-__ -�-- LF OF 15" FL•679.63RCP 3 _31 0. FL=679.2) FL•679.: 0) FL•687.74 680 Q 8" X 90 BEND 8" TEE FL•678.52 -- ST -2 b---------- ---------------- B" X 90 BEND -STP-i \/ REFER TO DETAIL ON U.06 N ST -1 4 � h ST -35 ST -5 -3 $T-4 CONNECT TO INTAKE ST -3 ST -6 STP SIP -4 { Ar■ I CONNECT TO INTAKE lr■ REFER TO DETAIL ON U.06 / 1r+ F7 $T-7 a . - d■- 10 FIRSTAVENUE j STP -6 / y REFER TO D SHEETS FOR MAINLINE INFORMATION I p STP -7 ST / ♦ �_ m REFER TO E SHEETS FOR SIOEROAD INFORMATION REFER TO F SHEETS FOR ST -9 ONSITE DETOUR INFORMATION 1 REFERF H SHEETS FOR R ICHT T WAV INFORMATION Ir 1■.+ �� / / � o �r 4 \� \ i / �♦ /�-PERMANENT EASEMENT (TVP.) / REFER TO L SHEETS FOR L_ INTERSECTION DETAILS ____ ______ /+•♦ �` / X // / IOWA CITY COMMUNITY REFER TO N SHEETS FOR 0 za ``�`��/�'/e♦ / ��, I // SCHOOL DISTRICT TRAFFIC SIGNAI.IZATION GOODWILSTRIES �IDU REFER TO U SHEETS FOR OF WA �`` /O� MIDAMERCAN ENERGY. UNtGROUNDUTILITY WATERMAIN INFORMATION scut Irce2 4 / �� i // RELOCATIONS ARE-P.RpPO IN THIS AREA. UD ;. PROPOSED GRADE AT -"Ic ^� STORM SEWER -{T--� -0 I l l 695 ST -2 695 690 690 rYl - -- - X690 ST -1 SW -541 WITH SW -542 1 EXISTING STA217SW-54SW-54, 13.81 RT . f .. ST -6 ST-4 SW -541 WITH (2) SW -542 EXISTING STA 217-12.46,17.51 LT FG- 691.08 SW -541 WITH SW -542 EXISTING, STA. 19+18.10, 23.50 LT ST -5 FG- 691.41 STA 20+75.00, 23.50 L7 FG- 685.25 SW-SFG- 684.41 41 120+07TH .35. 685 690 690 685 665 ING STA. 23.50 LT STP -1 FG- 683.25 AL_STP-3 STP -4 63.3 LF OF 15" RCP AT 1.OX 685 685 680 680 B2.7 LF OF I8" RCP AT O.BX FL=681.40 680 FL•687.84 FL•602.25 FL•680.54 FL•581.15 8" SUBDRAIN 24.4 LF OF 15" 8" SUBDRAIN FL=680.24 FL•679.62 RCP AT 0.4'/. FL•679.43 680 FL•687.95 680 675 675 675 ST -8 SW -541 WITH (2) SW -542 EXISTING STA 20.07.35, 23.50 RT ST -7 SW -509 STA 20+75.00, 23.50 RT 84.41 690 685 680 675 ENGLISH I IOWA DOT I DESIGN TEAM 6-j SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER 14.2 I I t.ui' t'./25/2014 J:\2014-Proiects\114.0213\Ccdd\CD-1140213-MO2.don 1.__... T+\nen\tlnte.IN Surae, IT PROPOSED GRADE AT ROPOSED GRADE AT 695 STORM SEWER 695 STORM SEWER 690690 sr -2 SW -541 sr -3 SPECIAL MANHOLE ST -ST -9 ST -9 STA 217+14.72, 13.81 RT STA 217+36.39, 14.95 RT SW -541 WITH (2) SSW -509 SW -509 FG• 691.08 RIM• 691.41 STA 19+18.10,STA 19+18.11. 23.50 RT STA 19+18.10, 23.50 RT 690 690 685 FG= 68FG• 685.25 665FG• 685.25 STP -2 4U'lRkM' L EX•687.57 (VERIFY) -5685 FL�6B7b7 685 680 8"FSUBDRAWOF 24" 680 0.57.17.6 LF OF 15" FL•679.63RCP AT 0.4/. FL•678.52 -679.21 FL=679.2) FL•679.: 680 FL•687.74 680 6755FI-479.20 675 FL•678.52 ST -8 SW -541 WITH (2) SW -542 EXISTING STA 20.07.35, 23.50 RT ST -7 SW -509 STA 20+75.00, 23.50 RT 84.41 690 685 680 675 ENGLISH I IOWA DOT I DESIGN TEAM 6-j SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER 14.2 I I t.ui' t'./25/2014 J:\2014-Proiects\114.0213\Ccdd\CD-1140213-MO2.don 1.__... T+\nen\tlnte.IN Surae, IT \\ EXISTING POW (TYP.) F�Rsr ASF \ ��F CHARLES D. NEWMIRE 13 IOWA CITY COMMUNITY SCHOOL DISTRICT © PERMANENT EASEMENT (TYP.).) TEMPORARY EASEMENT (TYP.) ` IOWA CITY COMMUNITY SCHOOL DISTRICT ! 0 S \` O EDt t\TEMPORARY EASEMENT ITYPA' .�-��`v V -• � •� � ITL\' UNITY - / 1 1y� 1IOWA CITY COMM SCHOOL DISTRICT / X69 �` \ \ �\ Tet / // .' ST -17 / gym` SCALE IFEETI /�/� _/_ REFER TO D SHEETS FOR MAINLINE INFORMATION REFER TO E SHEETS FOR SIDEROAD INFORMATION REFER TO P SHEETS FOR ONSITE DETOUR INFORMATION REFER TO H SHEETS FOR RIGHT OF WAY INFORMATION REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO N SHEETS FOR TRAFFIC SIGNALIZATION REFER TO SHEETS WATERMAIN INFORMATIONR 720 720 715 715 PROPOSED GRADE AT ST -13 STORM SEWER 710 SW -541 WITH SW -542 EXISTING PROPOSED GRADE ST -15 710 STA 23+30.00.23.5 LT AT STORM SEWER SW -401, INTAKE ST -16 FG- 702.22 STA 22+89.53,113.42 RT SW -509 i______ --___._i-- INLET -707.13 _ STA 22+47.83,171.89 RT ST -14 ---------- - --._- FG• 705.54 705 SST -14 - - EXISTING GRADE 705 STA 23+30.00, 23.5 RT --- ---- CAT STORM SEWER __________---__ ---_ 4"FE FG- 702.22 ---- 24" FES DETENTION BASIN STA 20+27.84,158.90 RT 700 STP -11 STP -12 STP -13 \ 700 �0 _ STP-14� 100.4 LF OF 15" RCP AT O.SOX 68.7 LF OF 18" RCP AT 0.50% %T4 698.99�� /I �— 211 LF OF 24" RCP AT 0.50'/., LENGTH INCLUDES FES "`698 B9 FL•698.38-' LJ�-FL•598.23 695 695 FL•697.8�58 N LF OF 15" FL -M.50 � � AT 0.50/ 21 cl 690 c7 �C 1 690 r 685—d 685 680 "' 680 675 675 ENGLISH IOWA DOT DESIGN TEAM - SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-371516361--78'52 SHEET NUMBER M•3 -,: 11/25/2014 J:\2014_Projects\114.0213\Cade\2_1140213-MO3.EDn ..:.. _._. o... �._... ,,•:ow,._:.w_:_.,a:.r _:, _._ Y:\Den\Cate.tbl SnyEer 1 i PROVIDE AND INSTALL TEMPORARY SECURITY FENCE DURING NON WORKING HOURS `TEMPORARY EASEMENT (TYP.) rPERMANENT \\ / EASEMENT (TYP.) PROTECT REMOVE AND REPLACE 9Q EXISTING SECURITY FENCEENCE Rv RECONSTRUCT \` EXISTING TRACK -------------------------------------------------- N. O O pO `\ __________________________z_________________________ --------------------- Ig----------------------------------------------------------------------- a \\ PERMANENT EASEMENT (TVP.) ---- _________-________--_.a _______________________________ 40 n REFER TO Q SHEETS J� -�PROPOSED 5Q FOR MAINLINE INFORMATION __ 0\� FIBER OPTIC P� 6 0 OTHERS) G� O h" {{ Q l Ig----------------------------------------------------------------------- a \\ PERMANENT EASEMENT (TVP.) ---- _________-________--_.a _______________________________ 40 n REFER TO Q SHEETS -�PROPOSED FOR MAINLINE INFORMATION __ VERIZON FIBER OPTIC EXISTING RAILROAD ROW (TYP.j REFER TO E SHEETS OTHERS) FOR SIDEROAD INFORMATION/(BY {{ j-�'690 o REFER •FOR{{{{ -1 1 ONSITE .INFORMATION 685 REFER TO H SHEETS FOR NEE CE {{{{/{{■ S IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiliiiiiiiiiiiiiiiii:i:i:i:.:l:I:t::: - - �nnrinnnnnnnrlArlelNqll11111AARRIIIIIIIIIIRIIRRRNRR!\! - - - - Mann a 'J'"rom MEMO \OMEN so m{\{�1{{ INFORMATIONRIGHT OF WAY -...;:;:;.;:ivasiii�i�ivaiurYY�I11Y14'YYYYYIIYYYIIYIIrrrrr��\�������������������������������■ REFER TO L SHEETS FOR INTERSEC71ON DETAILS iREFER 70 N SHEETS .-TRAFFIC SIGNALIZATION __ _________ ___ _ ___ _____ _____ ____�_______ _ �_ _�___�_-- _ ---- ---- -- ---- CC�C7�_------____________________-_---------'________- • .- • Yx EXISTING GRADE AT STORM SEWER ,- 695 _____-____ EXISTING SPUR ,� 1 i i 690 EXISTING SPUR i 685 ST -12 / 36' FES 680 STA. 12402+83.88, 216.40 LT ,� i 268 LF OF 36" RCP AT 0.28%, LENGTH INCLUDES FES 675 - / FL•676.44 q FL•675.70 670 ___________ ____ 57-11 SW -401 STA 12405+14.27, 73.99 LT RIM- 700.67 STP -9 331.3 LF OF 36" RCP AT 0.287. ENGLISH I IOWA DOT I DESIGN TEAM �- SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP"U'37151630--70-52 I SHEET NUMBER M.4 M niJ5ii0t4 J�\Z014_Pro iects\11/.0213\CaOC\CO_1140213_Mp4.COn .... .. .:.......... �. ,.. _. ..,e.,... .. _:_�.��. _.. _._ Y:\nen\dnte.IN Snv Oef L. 6701 700 __ cn T7 ""-'695 j-�'690 o C3 � 685 STP -9 331.3 LF OF 36" RCP AT 0.287. ENGLISH I IOWA DOT I DESIGN TEAM �- SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP"U'37151630--70-52 I SHEET NUMBER M.4 M niJ5ii0t4 J�\Z014_Pro iects\11/.0213\CaOC\CO_1140213_Mp4.COn .... .. .:.......... �. ,.. _. ..,e.,... .. _:_�.��. _.. _._ Y:\nen\dnte.IN Snv Oef L. 6701 - - - - - - - - - - - - - - - - - - - - - - - TEMPORARY EASEMENT (TYP.) \ AO Na A �9 ---- - - - - - - - - - - - - // ! !! v G vv vv� v\ r Y \ - � ST -6 A A 1 __ �91idR.-__==_a___=4➢ISL _=____=_c_1975_ii�_=_____=19t`L-it__=______Jflli3 __________ ___ __________________�L /___ p_J,_______ _ f \ O ST -10 0 ST -9 \ \ 1\ STP -9 STP -8 O \\ \\ _ r -.-. _ --- - ------ � .-.-. EXISTING RAILROAD ROW (TYP.) _ -------------------------------- Go Q__________________________Q_____ _ _ _ _ ________--________________�___ -ro FO SFO Fp FO i0� FO i0 Fp FOiD FO •'F01 FO FO �- FO'- 0 Fp \ ^ FO FO F PROPOSED VERIZON FIBER OPTIC - (BY OTHERS)___ THERS) i o {00 I I \ 1 • ST -5 REFER TO D SHEETS - FOR MAINLINE INFORMATION IA INTERSTATE RAILROAD i 5T_g IA INTERSTATE RAILROAD REFER TO E SHEETS _ - FOR SIDEROAD INFORMATION REFER TO F SHEETS FOR • ONSITE DETOUR INFORMATION - S REFER TO H SHEETS FOR ! RIGHT OF WAY INFORMATION \ s \ REFER TO L SHEETS FOR - e 1 t %\\ \\ INTERSECTION DETAILS REFER 70 N SHEETS FOR I • I v A + j�-� TRAFFIC SIGNALIZATION p1 u MID AMERICAN ENERGY UNDERGROUND UTILITY \\<\ ST -4 \-\ REFER TO U SHEETS FOR RELOCATIONS ARE PROPOSED IN THIS AREA I \ \, \ \ \ WATERMAN INFORMATION SCALE <FEETI I V 705 705 700 ST -10 __--700 SW -401 STA 12405x50.14,74.68 LT I ______________ RIM -696.65 - E%ISTING GRADE AT 695 - STORM SEWER 695 _- ______________ __________ ----------- PROPOSED GRADE AT STORM SEWER 690 690 665 6651 660 660, ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--76-52 SHEET NUMBER M•5 AMP 11/25/2014 J:\2014_Proiects\114.0213\Cadd\Co_1140213_Ma5.don ....__:_. ..:- --- .—_.. Y:\ne.n\dote. tm Snvaer 685 SST - W -509 STA 19x18.10, 23.50 RT FG- 685.25 -*t sP�NTA 685 STA.1 378, 23, LT STP -9 STP -8 STP -5 I, 6` .25 I 1, - 68Q -_--- _--_ 4}.0 LF OF 2. 4FL-679.52 680 ________ 359 LP OF 36" RCP AT 0.282 RCP AT O:Sx 331.3 LF OF 36" RCP AT 0.28x FL •679.43 1 f FTi i FL4677.47 FL•677.52 FL•678.52 FL•679.21 r. -- - 675 FL•679.20 675 670 670 665 6651 660 660, ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--76-52 SHEET NUMBER M•5 AMP 11/25/2014 J:\2014_Proiects\114.0213\Cadd\Co_1140213_Ma5.don ....__:_. ..:- --- .—_.. Y:\ne.n\dote. tm Snvaer REFER TO D SHEETS REFER TO L SHEETS FOR s FOR MAINLINE INFORMATION INTERSECTION DETAILS Y REFER TO E SHEETS REFER TO N SHEETS FOR S FOR SR)EROAD INFORMATION TRAFFIC SIGNALIZATION'�� REFER TO F SHEETS FOR REFER TO U SHEETS FOR O ONSITE DETOUR INFORMATION WATERMAIN INFORMATION REFER TO H SHEETS FOR to `:g- -- Jnr; p•. - - - RIGHT OF WAY INFORMATION PROPOSED VERIZON FIBER OPTIC (BY OTHERS) ea __tats Zt_______________<01S ..Z[ ---- ____`____(CIS ..Z[ --------------- 1075 .LL O O ---- C4 01 - - 0e ad IA4. INTERSTATE RAILROAD _!Fill bIIIII 1"H _. _- - - - - - - ST -18 A STP -15 -_- ST 19 4a5 9. "--- STP _wos b =-----_ �. (ST 20) ST 21 STP -18 STP 17 STP -19 STP -201_ ,� _ m30 25 }+-52- �L' 30 STP 21 ST -22 LE OF SWALE ST -23 _-- _ EXISTING RAILROAD ROW (TVP.) SCALE (FEET) ST -19 ST -18 SW -401 ST -22 SW -401 STA, 12416+25.06, ST -20 700 '24 512 570. 19.77 RT .06. ST -23 20.88 FIT SW -5 2 RIM -697.83 STA. 124170+73.70 ST -21 705 ST -24 SW20+ A 4 + RIM -698.80 STA 12416+25.06, 22.52 RT STA 12420+25.06, 24.11 RT SW -512 INLET=697.21 25.40 6. STA 12477+71.01, RIM -696.26 57-25 20.58 RT INLET•696.04 25.87 RT SW -512 RIM -695.98 6955 INLET 695.11 STA 12420+25.06, 700 26.61 RT INLET •693.48 FL•693.18 FL•693.15 FL•692.55 FL•692.52 690 STP 19 (MATCH 695 1.3'LF OF 15" STP -20 (MATCH EXISTING) FL•690.79 (MATCH EXISTING) RCP 0 2.07.. 3 LF OF 15" FL•690.28 FL=690.19 0 RCP 0 2.OX c 22 3.2 LF 685 3.2 LF OF 15" :g�.: {�;, � 690 RCP 0 2.87 �: -•� , � n lD ±u••�y ST -18 STA 12415+25.06 ST -19 PROPOSED GRADE AT 'a t rD 19.77 RT SW -401 ST -20 STORM SEWER ST -21 _1� r- 7UU _ --- RIM•698.88 STA SW -401 12416+25, STA 12417+73.70 SW -401 700 20.88 RT EXISTING GRADE 22.52 RT 570.12420+25.86, RIM=697.83 AT STORM SEWER RIM -696.26 1242 2 --- __ RIM -695.98 695 --- --- --- --- - ------ - ------------ STP -15 - 695 .4 LF OF 18" RCP 0 0.50% STP -16 ______________'----------- Q -------------- FL -693.0093.00 FL=692.52 FL•692.42 0 144.7 LF OF 18" RCP 0 .751 STP -17 690 FL•693.15 FL •691.33 1 247.4 LF OF 24" RCP 6 0.601 690 STP -18 LFL -690.79 (MATCH EXISTING) FL-688.96-7-`FL•688.86 685 FL•690.19 685 ENGLISH I IOWA DOT 14 I DESIGN TEAM -: SNYDER 8. ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER M.6 HMP 1119512014 J.120_P101ec1s\114.0213\Codd\CO_1W021}_MO6.danv+\n,dole. tm Snvder 740 _ ..zt____________ ]Lo-__________ F \15.8: ---- ..._ IA4. INTERSTATE RAILROAD _!Fill bIIIII 1"H _. _- - - - - - - ST -18 A STP -15 -_- ST 19 4a5 9. "--- STP _wos b =-----_ �. (ST 20) ST 21 STP -18 STP 17 STP -19 STP -201_ ,� _ m30 25 }+-52- �L' 30 STP 21 ST -22 LE OF SWALE ST -23 _-- _ EXISTING RAILROAD ROW (TVP.) SCALE (FEET) ST -19 ST -18 SW -401 ST -22 SW -401 STA, 12416+25.06, ST -20 700 '24 512 570. 19.77 RT .06. ST -23 20.88 FIT SW -5 2 RIM -697.83 STA. 124170+73.70 ST -21 705 ST -24 SW20+ A 4 + RIM -698.80 STA 12416+25.06, 22.52 RT STA 12420+25.06, 24.11 RT SW -512 INLET=697.21 25.40 6. STA 12477+71.01, RIM -696.26 57-25 20.58 RT INLET•696.04 25.87 RT SW -512 RIM -695.98 6955 INLET 695.11 STA 12420+25.06, 700 26.61 RT INLET •693.48 FL•693.18 FL•693.15 FL•692.55 FL•692.52 690 STP 19 (MATCH 695 1.3'LF OF 15" STP -20 (MATCH EXISTING) FL•690.79 (MATCH EXISTING) RCP 0 2.07.. 3 LF OF 15" FL•690.28 FL=690.19 0 RCP 0 2.OX c 22 3.2 LF 685 3.2 LF OF 15" :g�.: {�;, � 690 RCP 0 2.87 �: -•� , � n lD ±u••�y ST -18 STA 12415+25.06 ST -19 PROPOSED GRADE AT 'a t rD 19.77 RT SW -401 ST -20 STORM SEWER ST -21 _1� r- 7UU _ --- RIM•698.88 STA SW -401 12416+25, STA 12417+73.70 SW -401 700 20.88 RT EXISTING GRADE 22.52 RT 570.12420+25.86, RIM=697.83 AT STORM SEWER RIM -696.26 1242 2 --- __ RIM -695.98 695 --- --- --- --- - ------ - ------------ STP -15 - 695 .4 LF OF 18" RCP 0 0.50% STP -16 ______________'----------- Q -------------- FL -693.0093.00 FL=692.52 FL•692.42 0 144.7 LF OF 18" RCP 0 .751 STP -17 690 FL•693.15 FL •691.33 1 247.4 LF OF 24" RCP 6 0.601 690 STP -18 LFL -690.79 (MATCH EXISTING) FL-688.96-7-`FL•688.86 685 FL•690.19 685 ENGLISH I IOWA DOT 14 I DESIGN TEAM -: SNYDER 8. ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER M.6 HMP 1119512014 J.120_P101ec1s\114.0213\Codd\CO_1W021}_MO6.danv+\n,dole. tm Snvder 740 f \\u\�,� a __________IDK ..ie-. ------------- tots ..ZL---------------- Cis _ZL_______________(O's ..Z[__________-____Als..ZL--------------- 1015..ZL--------------- (0)s..Z(•-------------- (CIS -Zf___________O_tO,S.ZC--------------- (CIS ..ZL----------- __t0)S „zL---------- _1015 ..ZC_______ O $ $ N N t .N —- —__ �e —nalm .9--___— N� ___._—to)M.9— tD ICS I �..a- 9.— — —— XN_.x91---------------m:s g,______ �-_____ toys w _____________ ,m5 .91 ___ _ _ __---------------__ms e:Lmse1�_ T__ms e�mis N N N EXISTING RAILROAD ROW (TYP.) o ; O3 01 Ott 03 03 03 r 01 OJ -- 0. -- Ce 03 03 03 01 03 03 011 C: --- O3 IA INTERSTATE RAILROAD STP -23 LSTP-24 ...0:30 ---- - - 5T-26 ST -27 5728 EXISTING RAILROAD ROW (TYP.) % OF SWALE REFER ID SHEETS AIN FOR MAINLINE INFORMATION ` REFER TO E SHEETS REFER TO L SHEETS FOR FOR SIDEROAD INFORMATION INTERSECTION DETAILS REFER TO F SHEETS FOR REFER TO N SHEETS FOR I� ONSITE DETOUR INFORMATION TRAFFIC SIGNALIZATION REFER TO H SHEETS FOR REFER TO U SHEETS FOR RIGHT OF WAY INFORMATION WATERMAIN INFORMATION /. FT SCALE 6EET) - - 715 710 F .:1 675 670 PROPOSED GRADE AT STORM SEWER EXISTING EXISTING GRADE MANHOLE - _SAT STORM SEWER STP -18 I I II LF OF 24' RCP 6 0.602 I p1L----- I 1 FL•687.47 1 11 I I FL•685.85 ll ST -26 SW -512 STA. 12422+76.30 28.55 RT INLET -1591.24 STP -23 n 1 it 1 \A1 6.5 LF OF 15" RCP 0 1.54X FL•688.02 ST -27 SW -512 STA. 12424-79.16 28.11 RT INLET -690.84 STP -24 n 1 II 1 FL•686.43 5.6 LF OF 15" RCP 0 1.79% FL -686.53 7151 6751 6701 ENGLISH I IOWA DOT I DESIGN TEAM lu SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER M.7 I I .i ;'/S/2014 J:\2014 Projects\114.0213\Cada\CO_1140213_MOl.dan .....,..- Y-\oen\date.tbl Snyder ;- N O CII rn 710 _; Q1 —a 705 rn a �r r 700 uT 695 ST -28 SW -512 STA 12426-82.24 27.94 RT INLET -689.50 690 685 FL•683.33L £L-653.12 680 6751 6701 ENGLISH I IOWA DOT I DESIGN TEAM lu SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER M.7 I I .i ;'/S/2014 J:\2014 Projects\114.0213\Cada\CO_1140213_MOl.dan .....,..- Y-\oen\date.tbl Snyder ;- F0 ..LG ------------- ..L: .__ _.______.___1015 .1i ------------- 0(0K Q ,015 L:-_.... CIS _LG--------------- IMS ..Lf___�____ 123O 477 { + / N M 0 p M ' 4 ---------------� ------- -------- ---- N — N FO FDFO FO FO FO - FII- - FO FO FO FO Fp FO FO FO FO FO FO FO POSEO VER120N FIBER OPTIC EXISTING RAILROAD ROW (TYP.) (BY OTHERS) --- - cc . _.. ..:CIS ..9 --------------- 1aa 1 I I I I I I • 10'W z 24"D 33 STP -28 ST -32 STP -27 _._-_._.-.-.-.-- -�- --------------------------„_arc---_--------------------------------------------- -------------------------- PERMANENT EASEMENT (I I --------------------------------- _______ ___________________ 6CAlE (FEET) REFER TO D SHEETS FOR MAINLINE INFORMATION REFER TO E SHEETS FOR SIDEROAD INFORMATION REFER TO F SHEETS FOR - - -' ONSITE DETOUR INFORMATION - - - REFER TO H SHEETS FOR ______ RIGHT OF WAY INFORMATION ------ REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO N SHEETS FOR TRAFFIC SIGNAL12ATION REFER TO U SHEETS FOR WATER MAIN INFORMATION ----- m- ON ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-37155(636)--70-52 I SHEET NUMBER M.6 HMP 11/25/2014 J:\2014 Projects\119.0213\Gadd\CD_1140213_MO8.dae ..:.. oi__. �..... ... 7 ... ....... :_—'— Y:\Den\dote.lbl Snvder 1:40 / cn cc L 6.0' TRM TYPE 2 . �) W C-3 SECTION A -A_ 710 _— 710 u� 705 705 ST -32 SW -401 _ STA. 12400+35.06 EXISTING GRADE ---- _ _ 700 ST-33 50.69 RT [AT STORM SEWER _________________________ RIM=698.79 _ _ _ 700 -- _ _ - _ - _ _ STA. 12398-04.04 11 _ ---- 52.05R7 - - -- -- - -” -- -- ---- ----' � `--i----sTP-2e STP -27 695 --' 695 GRADE SWALE TO STA 12395+50229.2 393.4 LF OF 30" RCP AT 0.30/ LF OF 30RCP AT 0.30/ " 0.30/ 69O FL -691.86 FL•692.55 FL•692.60 690 m- ON ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-37155(636)--70-52 I SHEET NUMBER M.6 HMP 11/25/2014 J:\2014 Projects\119.0213\Gadd\CD_1140213_MO8.dae ..:.. oi__. �..... ... 7 ... ....... :_—'— Y:\Den\dote.lbl Snvder 1:40 Z, - __._.._.<:. .._____< ,.___;r:•y, r_____,.__��-ro15�..0 ______.S@id1ic_=_n_SS_d1=_n= __=__ygtt-sE=c_______________________ ___________SCLS_LG__c__=___n_S�Lita_=____ O � I - O ``.AC O O O O P`� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----------0-------------------------- -------------------------- ----- v 10 v%C'N% v v FO FO FO FO FO FOj eq ^ FO f0 FO FO^ FO FO F0 FO FO FO - FO FO FO FOS P ED VERIZON FIBER OPTIC __ - EXISTING RAILROAD ROW ITYPJ (BY OTHERS) p a O ! 0 C _.,p130--------------- 10130- ,... - ------- "031S -- __. ..H�-.____. REFER TO D SHEETS FOR MAINLINE INFORMATION STP -27 STP -26 ST -30 ` REFER TO E SHEETS FOR SIDEROAD INFORMATION - - - - - - - - - - - - - - - - - - STp- ST -29 REFER TO F SHEETS FOR ONSITE DETOUR INFORMATION _____________________________________________________________________________________________________________ 7 T ST -29A REFER TO H SHEETS FORSTp RIGHT OF WAY INFORMATION ,N `�S 4 ST -34 •� REFER TO L SHEETS FOR INTERSECTION DETAILS REFER TO N SHEETS FOR TRAFFIC SIGNALIZATION _______________________ ____________________________ REFER TO U SHEETS FOR WATERMNN INFORMATION 725 705 ST -30 705 SW -401 STA. 12408+12.06ST-}4 51.94 RT SW -34 �^ RIM -700.50 STA 12408+12.06 720 700 P"FT 78.39 RT INLET•698.50 i 700 STP -30 C7 -E 1 715 695 V, o j11695 FL•694.96 _... _..�. FL •696.07 ST -31 STP -30 -_ -• 710 SW -401 STA 12404+31.47 EXISTING GRADE 690 22.5 LF OF 15" RCP AT 0.50X s"r 690 44.73 RT AT STORM SEWER RIM -703.86 ST -30 -- ------------- _________________ SW -401 IAL IN ST SPECIAL INTAKE _____ ___________________ 705 - ------ "-__ _--_\------_-- 44.44 RT STA 12408451.93 44'44 RT' 705 _-----_----_ ----- RIM -700.50 72.40 RT ------------- __ INTAKE -699.00 INTAKE -699.00 STP -25A - - 16 LF OF 15" _ - - - - - - - - __ RCP AT 0.30/ 700 STP -26 _ STP -25 FES5577 29A 700 I-- STA 12408+54.76 375.6 LF OF 30" RCP AT 0.30'/. 64.13 RT 695 FL•694.96 FL•695.63 695 FL•693.78 FL•693.83 FL•695.96 FL•695.38 FL•695.73 FL•695.05 24.6 LF OF 30" RCP AT 0.30% 690 690 685 685 680 680 ENGLISH IOWA DOT DESIGN TEAM -' SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBERSTP-U-3715(636)--70-52 SHEET NUMBER M•9 11/25/2014 J:\2014 Projects\114.0213\Codd\CO_1140213_MO9.dgn Y:\print_drivers\Black_Gray\VBiBWHolfWeigdtPOF.pltcfg Y'\Den\date.tLl Snyder GENERAL NOTES: L ALL OUANTITES SHOWN W THE TRAFFIC SIGNAL PLANS ME FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SW BD SHALL INCLUDE ALL LABOR, EOUIPMENT, AND MATERIAL NECESSARY 70 PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION N CONFORMANCE WITH THE PLANS MID SPECIFICATIONS, Z. PROVDE TRAFFIC CONTROL DEVICES (INCLUDING THOSE REOUIRED 70 FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR THE STREETS AND HIGHWAYS, NS ADOPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130. 3. THE CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FOR ESTIMATED TRAFFIC SIGNAL OUANTITIES. PAYMENT WILL BE BASED ON PLAN OUANTITIES. QUANTITIES WILL NOT BE FIELD MEASURED. 4. ROADWAY GEOMETRICS REPRESENT PROPOSED FEATURES. 5. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPARES PRIOR TO STARTING ANY EXCAVATION ON THE PROJECT TO ESTABLISH LOCATIONS, 5. USE EXISTING SECONDARY SERVICE LOCATIONS FOR BOTH BRADFORD DR AND MALL DR INTERSECTIONS. MALL DR INTERSECTION SERVICE 5 LOCATED N SOUTHWEST CORNER OF INTERSECTION. RELOCATE METERS TO SIDE OF CABINET PER SPECIFICATIONS. PROVIDE NEW CABLE AND CONDUIT. 7. THE PLAN LOCATIONS OF ALL HANDHOLES ME APPROXIMATE ONLY AND ME SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. OBTAIN ENGINEER'S APPROVAL PRIOR TO PLACING HANOHOLES AND CONSTRUCTING FOOTINGS. 8. PROVIDE 48 HOURS OF NDTICE TO CITY AND ENGINEER BEFORE PLACING THE PERMANENT TRAFFIC SIGNALS INTO OPERATION. 9. CONTROLLER AND CABINET EQUIPMENT SHALL BE FLASHING YELLOW ARROW COMPATIBLE. CONTROLLER SHALL BE AN EAGLE M52 CONTROLLER. FURNISH AND INSTALL IS" ALUMINUM C> NET RISER. FINISH TO MATCH CONTROLLER CABINET. INSTALL NEW BATTERY BACK-UP SYSTEM CAPABLE OF PROVIDING FON (4) HOURS OF NORMAL OPERATION AND EIGHT (8) HOURS OF FLASHING OPERATION AND W ATTACHED ENCLOSURE WITH FINISH MATCHING CONTROLLER CABINET. REUSE EXISTING FIBER OPTIC EOUPMENT AND DISTRIBUTOR PANELS. COORDINATE INSTALLATION OF FIBER OPTIC EOUPMENT AND PANELS IN NEW CABINETS WITH CITY. IO. CARNET EOUPMENT AT THE BRADFORD DR INTERSECTION SHALL INCLUDE POWER SUPPLY FOR THE STREET LIGHTING ON THE COMBINATION SIGNAL POLES AT THE INTERSECTION. EQUIPMENT SHALL INCLUDE PHOTOCELL AND NECESSARY BREAKERS (D MMP MINT LOCATED ON/IN THE CABINET. LIGHTING SHALL NOT UTILIZE BATTERY BACK-UP SYSTEM, 11. CABINET EQUIPMENT AT THE BRADFORD DR INTERSECTION SH&L INCLUDE ACCESSIBLE PEDEDESTRIAN 12. PROVIDE NEW VIDEO DETECTION SYSTEM. THE SY57EM SHALL BE MANUFACTURED BY ITERS, PROCESSOR SHALL BE CAPABLE OF DETECTING &CYCLES, VIDEO CABLES SHALL BE CONTINUOUS FROM CAMERA TO SIGNAL CABINET (NO SPLICING ALLOWED). VIDEO CABLE SHALL BE PER MANUFACTURER RECOMMENDATION. 13. INSTAL PAN -TILT -ZOOM CAMERA AT EACH INTERSECTION. CAMERAS SHALL BE AXIS 06042-E ENVIRO 14. L45TALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 4-CONOUCTOR CABLE SHALL BE USED IN THE POLE FOR EACH 3 -SECTION AND 7 -CONDUCTOR CABLE SHALL BE USED FOR EACH 4-SECTIDN VEHICLE SIGNAL HEAD AND 9 -CONDUCTOR CABLE FOR THE PEDESTRIAN SIGNAL HEADS AND PUSHBUTTGNS PER INTERSECTION OUADRANT. ALL SIGNAL CABLE SHALL BE +14 AW.G. UNLESS OTHERWISE NOTED ON THE PLANS, 15. W COMBINATION SIGNAL/LIGHTWG.NSIALL THREE 1 -CONDUCTOR e10 CABLES FROM THE LUMINAIRE TO THE BASE OF THE POLE AND LIGHTING CONNECTORS, AS NEEDED. M. INSTALL A •6 AW G. BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS N THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY GROUNDED SYSTEM. 7HE GROUND WIRE SHALL BE INSTALLED W ALL CONDUITS WITH SDN& AND LIGHTING CABLE. 17. UNDERGROUND CONDUIT SHALL BE RIGID P.V.C. CONDUIT OR HDPE CONDUIT INSTALLED WITH 18. UNLESS OTHERWISE DIRECTED. TRAFFIC SIGNAL HEADS ON MAST MMS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FELD VERIFY SIGNAL HEAD LOCATIONS. 19. TRAFFIC SIGNAL MOUNTING BRACKETS SHALL UTILIZE STAINLESS STEEL BARING FOR SIDE OF POLE MOUNTING AND GALVANIZED STEEL CABLE FOR MAST ARM MOUNTING. 20. MAST ARMS AND POLES SHALL BE DESIGNED TO SUPPORT TRAFFIC SIGNALS. SIGNS, LUMINAIRES AND EQUIPMENT SHOWN IN THE PLANS. POLES SHALL BE ANCHOR BASE STYLE (MINIMUM HANDHOLE SIZE OF 4" K 6 1/2") UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER. 21. ALL SIGNAL INDICATIONS SHALL BE LEO IN ACCORDANCE WITH MOST RECENT ITE SPECIFICATIONS. SIGNAL HEADS SHALL HAVE BLACK FACES. TUNNEL VISORS, BACKPLATES (WHERE INDICATED) AND BODIES. 22. LUMINAIRES ON COMBINATION SIGNAL AND LIGHTING POLES SHALL MATCH THE LUMINAIRES FOR STREET LIGHTING POLE MOUNTED LUMINAIRES RLEOTEK - GCI BOF MV NW 2 GY 530 LPCRI. 23, INSTALL PEDESTRIAN PUSHBUTTON SIGN (R10-30 ABOVE EACH PEDESTRIAN PUSHBUTTON. PUSHBUTTONS AT THE MALL OR INTERSECTION SHALL 8E PIEZO-DRIVEN SOLID-STATE SWITCH TYPE WITH MOMENTARY CONFIRMATION LED AND ADBLE TONE CONFIRMATION AND BLACK HOUSING. 24. PUSHBUTTONS AT TINE BRADFORD DR INTERSECTION SHALL BE MS COMPLIANT WITH ADA MUTCD, AND PROWAG. APS PUSHBUTTONS SHALL INCLUDE ADDIBLE AND VIBROTACTLE WALK INDICATIONS, LOCATOR TONE, AND A10 -3E SDN. PROGRAM MS PUSHBUTTONS WITH AUDIBLE MESSAGES (SEE N.5 FOR WORDING) FOR FUTURE ACTIVATION. HOUSINGS SHALL BE BLACK. INCLUDE ALL NECESSARY APPURTENANCES TO OPERATE THE APS PUSHBUTTONS (BETWEEN IN THE CABINET AND AT THE PUSHBUTTON LOCATION, MS CONTROLLER SHALL BE LOCATED WITHIN THE CABINET). 25. STREET NAME SIGNS TO BE PROVIDED BY THE CRY AND INSTALLED BY THE CONTRACTOR, PROVIDE MOUNTING HARDWARE. INTERCONNECT NOTES 1. DIS CT XISTINO IB R OP K CABLE FROM WITHIN TRAFFIC SIGNAL CABINET AND PIAL ALL FIBER OPTIC CABLES OUT OF EXISTING CONDUIT TO HANDHOLE SOUTH OF INTERSECTION, APPROXIMATELY 800'(THERE IS AN EXISTING HANDHOLE AT THE INTERSECTION THAT WILL BE REMOVED DURING CONSTRUCTIONI. COORDINATE REMOVAL WITH CITY. COIL AND PROTECT EXISTING FIBER WITHIN EXISTING HANDHOLE. 2. INSTALL ONE TYPE WHANDHOLE (Ni) APPROXIMATELY 1SO'SOUTH OF INTERSECTION. CONNECT EXISTING 2" CONDUIT, FROM THE SOUTH, TO THE HANDHOLE. 3. INSTALL TWO 2" CONDUITS FROM HAMDHOLE 6 TO NEW HANDHOLE (02) LOCATED IN NORTHEAST CORNER OF MALL OR INTERSECTION. LOCATE CONDUITS ONE FOOT TO THE STREET SDE OF THE EXISTING SIDEWALK. INSTALL TRACER WIRE AND PULL ROPE WITHIN CONDUITS. C CITY TO INSTALL/REINST&L FIBER OPTIC CABLE. S. CONTRACTOR IS RESPONSIBLE TO AVOID ALL UTILITIES ALONG CORRIDOR. IF UTILITY CONFLICTS IMPEDE INSTALLATION ALONG IDENTIFIED ROUTE, CONTACT CITY AND ENGINEER FOR SOLUTION PRIOR TO CHANGES. FIR R 1. IN ALL UI S AN HANDHOLES AS INDICATED ON SHEET N.2 AND 4.3. CITY TO INSTALL FIBER OPTIC CABLE IN THE FUTURE, 2. INSTALL CONDUITS TO EXISTING 1CCSD HANDHOLE LOCATED NEM COMMERCIAL DRIVEWAY ON NORTH SDE OF MALL DR. 3 ICCSD HAS EXISTING FIBER OPTIC CABLE WITHIN PROJECT. INSTALL TEMPORARY OVERHEAD SUPPORT AS SHOWN ON SHEET NB FOR ICCSO TO INSTALL TEMPORARY OVERHEAD FIBER OPTIC CABLE TO PROVIDE CONNECTION BETWEEN SCHOOLS DURING CONSTRUCTION. COORDINATE WITH ICCSO TO REMOVE AND RELOCATE THEW FIBER OPTIC CABLE UCCSO RESPONSIBLE FOR MODIFICATIONS TO THEN FIBER). %1. XI I L ftm%. TS AND OVERHEAD, ABANDON EXISTING CONDUITS N PLACE (REMOVE ALL CABLES). 2. INSTALL CONDUITS, TRACER WIRE. AND PULL ROPE AS IDENTIFIED ON SHEET 4.11. CITY TO INSTALL FIBER OPTIC CABLE IN THE FUTURE. FIRST AVE AND BRABFOflO DR 1, OOR INA RELO A I N FIBER OPTIC CABLES WITH CITY, TIME OF DISRUPTION AND DURATION SHALL BE PER CITY REOUREMENTS. 2, FIBER EXISATTSS HANDHOLE OVER THESE ONDUITS.TTHREE COORONA EIS WITH CONDUITS. ASS.70TIVE NEAREST EXISTING SPLICE POINT OR LOCATION TO INSTALL NEW SPLICE ENCLOSURE. PULL EXISTNG FIBER OUT OF CONDUITS PRIOR TO INTERCEPTING CONDUITS AND CONNECTING INTO NEW HANDHOLE, AS NEEDED. REROUT( FIBER THROUGH HANDHOLE AND SPLICE/RESPLICE FIBER TOGETHER AS AGREES 70 BY THE CITY. CONTRACTOR TO RECONNECT FIBER CABLE. 3. DISCONNECT ALL EXISTING FIBER OPTIC CABLE WITHIN TRAFFIC SIGNAL CABINET. PULL EXISTING CABLE TO NEAREST HANDHOLE OUTSIDE OF INTERSECTION AND COR FOR CITY TO REINSTALL. 26. REMOVE EXISTING TRAFFIC SIGNAL AT FIRST AVE AND MALL OR AND FIRST AVE AND BRADFORD DR. CITY OF IOWA CITY WILL PICK-UP EXISTING SIGNAL EGUPMENT, COORDINATE PICK-UP TIME AND LOCATION MPRH TRAFFIC ENGINEERING 019-631-11651. COMPLETELY REMOVE EXISTING CONCRETE FOOTINGS (POLE AND CABNETI. REMOVE &L CABLE FROM EXISTING CONOUTS AND ABANDON EXISTING CONDUITS N PLACE. ENGLISH I IOWA DOT DESIGN TEM © SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-37151636)--70-52 4 Jt%20l4P.alecb\114.02U\CaW\CO-11402U-Wl,ogn Y;\ \m[e Ab. TRAFFIC SIGNAL LEGEND-, ESTIMATE OF TRAFFIC SIGNAL QUANTITIES -� 0 TRAFFIC SIGNAL ---+D TRAFFIC SIGNAL WITH BADKPIAIA i -0, 61 PEDESTRIAN SIGNAL •' MAST ARM SUSPENDED TRAFFIC SWNA V 1XIO F INN • LENGTH OF MAST ARM) C:1 ITEM DESCRIPTION UNITS MALL DR INT BRADFORD DR INT TOTAL CONTROLLER B -PHASE CONTROLLER, CABINET, 18" RISER, AND ACCESSORIES LS 1 1 2 NO BATTERY BACK-UP SYSTEM EACH 1 1 2 CAKT ACCESSIBLE PEDESTRIAN SIGNAL EOUIPMENT LS 19530 • IOTA +` 1 1 VIDEO DETECTION SYSTEM (4 CAMERAS) LS 1 1 2 DETECTOR PAN -TILT -ZOOM CAMERA AND ACCESSORIES EACH 1 1 2 INT PEDESTRIAN PUSHBUTTON WITH SIGN EACH 8 0 B APS PUSHBUTTON STATION WITH SIGN EACH B 8 12" (R,(Y.(FY,(G (ALL LED) W/ SACKPLATE. MAST -ARM MOUNTED EACH 2 2 4 TRAFFIC 12" R.Y.G IALL LED) WM BACXPLATE. MAST -ARM MOUNTED EACH 4 5 9 SGML 12" R,Y,G.(ALL LED), SIDE -OF -POLE MOUNTED EACH 4 4 8 HEADS 12". 2 -SECTION PED HEAD, MAND/PERSON, COUNTDOWN, S-OF•P MOUNTED EACH 8 8 16 POWER POWER SUPPLY EACH 1 1 2 SHAKY TYPE II- 24" x 36" PRECAST POLYMER -CONCRETE HANDHOLE EACH 3 3 6 HANMES TYPE M- 30" x 48" PRE -CAST POLYMER -CONCRETE HANDHOLE EACH 3 2 5 SIGNAL CABLE • 9c x14 AWG LIN FT 640 1 600 1,240 WEE SIGNAL CABLE - 7c •14 AWG LIN FT 370 380 750 WO SIGNAL CABLE - 4c •14 AWG LIN FT 910 790 1,700 CIBIE SIGNAL CABLE - 2c x14 AWG LIN FT 230 250 460 VIDEO DETECTION CABLEIS) LIN F7 630 660 1,290 PAN -TILT -ZOOM CAMERA VIDEO CABLE(S) LIN FT 100 180 280 LUMNANE CABLE - Ic -9 AWG LIN FT 860 910 7770 LUMINAIRE CABLE - Ic •10 AWG LIN FT 800 600 1,200 POWER CABLE Ic Y AWG LN FT 300 420 720 GROUND WIRE - Ic x6 BARE LIN FT 420 400 820 TRACER WIRE - Ic •10 LIN FT 3,200 570 3.770 PULL ROPE LIN FT 3.200 570 3,770 2" PVC, TRENCHED/80RE0 LIN FT 2,720 220 2,940 CONDUIT 3" PVC, TRENCHED/BORED LIN FT 120 1 110 230 4" PVC, TRENCHED/BORED LIN FT 130 1 130 260 CONTROLLER FOOTING EACH 1 1 2 CONCRETE POLE FOOTING, PEDESTAL, T DIA x 3' DEPTH EACH 4 5 9 FOOTING POLE FOOTING, TYPE A, 3' DIA x 11' DEPTH EACH 2 3 5 POLE FOOTING, TYPE B. 3' DIA x 13' DEPTH EACH 1 1 POLE FOOTING, TYPE E, 3.5'DIA x 15'DEPTH EACH 1 1 ALUNNNUM/ PEDESTAL POLE - 5'HEICNT EACH 4 5 9 TRA" ALUMINUM PEDE57AL POLE - N'HEIGHT EACH 1 1 Mk GALVANIZED STEEL COMBINATION SIGNAL/LIGHTING - 15 -MAST ARM EACH 1 2 3 POLES GALVANIZED STEEL COMBINATION SIGNAL/LIGHTING - 35'MAST ARM EACH 1 1 GALVANIZED STEEL COMBINATION SIGNAL/LIGHTING - 38'MAST ARM EACH 1 1 GALVANIZED STEEL COMBINATION SIGNAL/LIGHTING - 45 -MAST ARM EACH 1 1 GALVANIZED STEEL COMBO SIGNAL/LIGHTING POLE,DUAL MAST ARM -38'L38 EACH I 1 CONNECTOR - L-1, FUSED EACH 4 12 16 LIMINE CONNECTOR - Y-1, FUSED EACH 8 6 14 LUMINAIRE, LEO, LEOTEK (GCT 8OF MV NW 2 GY 530 LPCR) EACH 4 4 e TRAFFIC SIGN - R3 -5L. 30" x 36", MAST -ARM MOUNTED EACH 2 2 4 111%. TRAFFIC SIGN - R3 -5R, 30" x 35", MAST -ARM MOUNTED EACH 1 1 TRAFFIC SIGN - RIO -12 MOON'IED, 30" x 36", MAST -ARM MOUNTED EACH 2 2 4 TRAFFIC SIGN - R10-15, 30" x 30". MAST -ARM MOUNTED EACH 4 4 STREETNAME SIGN - 42" It 93", MAST -ARM MOUNTED, INSTALL ONLY EACH 2 2 STREETNAME SIGN • 54" x 18", MAST -ARM MOUNTED, INSTALL ONLY EACH 2 2 STREETNAME SIGN - 66" K 24", MAST -ARM MOUNTED. INSTALL ONLY EACH 2 2 4 STREETNAME SIGN - 84" x 24", MAST -ARM MOUNTED, INSTALL ONLY EACH 2 2 GENERAL NOTES: L ALL OUANTITES SHOWN W THE TRAFFIC SIGNAL PLANS ME FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SW BD SHALL INCLUDE ALL LABOR, EOUIPMENT, AND MATERIAL NECESSARY 70 PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION N CONFORMANCE WITH THE PLANS MID SPECIFICATIONS, Z. PROVDE TRAFFIC CONTROL DEVICES (INCLUDING THOSE REOUIRED 70 FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR THE STREETS AND HIGHWAYS, NS ADOPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130. 3. THE CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FOR ESTIMATED TRAFFIC SIGNAL OUANTITIES. PAYMENT WILL BE BASED ON PLAN OUANTITIES. QUANTITIES WILL NOT BE FIELD MEASURED. 4. ROADWAY GEOMETRICS REPRESENT PROPOSED FEATURES. 5. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPARES PRIOR TO STARTING ANY EXCAVATION ON THE PROJECT TO ESTABLISH LOCATIONS, 5. USE EXISTING SECONDARY SERVICE LOCATIONS FOR BOTH BRADFORD DR AND MALL DR INTERSECTIONS. MALL DR INTERSECTION SERVICE 5 LOCATED N SOUTHWEST CORNER OF INTERSECTION. RELOCATE METERS TO SIDE OF CABINET PER SPECIFICATIONS. PROVIDE NEW CABLE AND CONDUIT. 7. THE PLAN LOCATIONS OF ALL HANDHOLES ME APPROXIMATE ONLY AND ME SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. OBTAIN ENGINEER'S APPROVAL PRIOR TO PLACING HANOHOLES AND CONSTRUCTING FOOTINGS. 8. PROVIDE 48 HOURS OF NDTICE TO CITY AND ENGINEER BEFORE PLACING THE PERMANENT TRAFFIC SIGNALS INTO OPERATION. 9. CONTROLLER AND CABINET EQUIPMENT SHALL BE FLASHING YELLOW ARROW COMPATIBLE. CONTROLLER SHALL BE AN EAGLE M52 CONTROLLER. FURNISH AND INSTALL IS" ALUMINUM C> NET RISER. FINISH TO MATCH CONTROLLER CABINET. INSTALL NEW BATTERY BACK-UP SYSTEM CAPABLE OF PROVIDING FON (4) HOURS OF NORMAL OPERATION AND EIGHT (8) HOURS OF FLASHING OPERATION AND W ATTACHED ENCLOSURE WITH FINISH MATCHING CONTROLLER CABINET. REUSE EXISTING FIBER OPTIC EOUPMENT AND DISTRIBUTOR PANELS. COORDINATE INSTALLATION OF FIBER OPTIC EOUPMENT AND PANELS IN NEW CABINETS WITH CITY. IO. CARNET EOUPMENT AT THE BRADFORD DR INTERSECTION SHALL INCLUDE POWER SUPPLY FOR THE STREET LIGHTING ON THE COMBINATION SIGNAL POLES AT THE INTERSECTION. EQUIPMENT SHALL INCLUDE PHOTOCELL AND NECESSARY BREAKERS (D MMP MINT LOCATED ON/IN THE CABINET. LIGHTING SHALL NOT UTILIZE BATTERY BACK-UP SYSTEM, 11. CABINET EQUIPMENT AT THE BRADFORD DR INTERSECTION SH&L INCLUDE ACCESSIBLE PEDEDESTRIAN 12. PROVIDE NEW VIDEO DETECTION SYSTEM. THE SY57EM SHALL BE MANUFACTURED BY ITERS, PROCESSOR SHALL BE CAPABLE OF DETECTING &CYCLES, VIDEO CABLES SHALL BE CONTINUOUS FROM CAMERA TO SIGNAL CABINET (NO SPLICING ALLOWED). VIDEO CABLE SHALL BE PER MANUFACTURER RECOMMENDATION. 13. INSTAL PAN -TILT -ZOOM CAMERA AT EACH INTERSECTION. CAMERAS SHALL BE AXIS 06042-E ENVIRO 14. L45TALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 4-CONOUCTOR CABLE SHALL BE USED IN THE POLE FOR EACH 3 -SECTION AND 7 -CONDUCTOR CABLE SHALL BE USED FOR EACH 4-SECTIDN VEHICLE SIGNAL HEAD AND 9 -CONDUCTOR CABLE FOR THE PEDESTRIAN SIGNAL HEADS AND PUSHBUTTGNS PER INTERSECTION OUADRANT. ALL SIGNAL CABLE SHALL BE +14 AW.G. UNLESS OTHERWISE NOTED ON THE PLANS, 15. W COMBINATION SIGNAL/LIGHTWG.NSIALL THREE 1 -CONDUCTOR e10 CABLES FROM THE LUMINAIRE TO THE BASE OF THE POLE AND LIGHTING CONNECTORS, AS NEEDED. M. INSTALL A •6 AW G. BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS N THE SIGNAL FOOTINGS AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY GROUNDED SYSTEM. 7HE GROUND WIRE SHALL BE INSTALLED W ALL CONDUITS WITH SDN& AND LIGHTING CABLE. 17. UNDERGROUND CONDUIT SHALL BE RIGID P.V.C. CONDUIT OR HDPE CONDUIT INSTALLED WITH 18. UNLESS OTHERWISE DIRECTED. TRAFFIC SIGNAL HEADS ON MAST MMS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FELD VERIFY SIGNAL HEAD LOCATIONS. 19. TRAFFIC SIGNAL MOUNTING BRACKETS SHALL UTILIZE STAINLESS STEEL BARING FOR SIDE OF POLE MOUNTING AND GALVANIZED STEEL CABLE FOR MAST ARM MOUNTING. 20. MAST ARMS AND POLES SHALL BE DESIGNED TO SUPPORT TRAFFIC SIGNALS. SIGNS, LUMINAIRES AND EQUIPMENT SHOWN IN THE PLANS. POLES SHALL BE ANCHOR BASE STYLE (MINIMUM HANDHOLE SIZE OF 4" K 6 1/2") UNLESS OTHERWISE SPECIFIED OR APPROVED BY THE ENGINEER. 21. ALL SIGNAL INDICATIONS SHALL BE LEO IN ACCORDANCE WITH MOST RECENT ITE SPECIFICATIONS. SIGNAL HEADS SHALL HAVE BLACK FACES. TUNNEL VISORS, BACKPLATES (WHERE INDICATED) AND BODIES. 22. LUMINAIRES ON COMBINATION SIGNAL AND LIGHTING POLES SHALL MATCH THE LUMINAIRES FOR STREET LIGHTING POLE MOUNTED LUMINAIRES RLEOTEK - GCI BOF MV NW 2 GY 530 LPCRI. 23, INSTALL PEDESTRIAN PUSHBUTTON SIGN (R10-30 ABOVE EACH PEDESTRIAN PUSHBUTTON. PUSHBUTTONS AT THE MALL OR INTERSECTION SHALL 8E PIEZO-DRIVEN SOLID-STATE SWITCH TYPE WITH MOMENTARY CONFIRMATION LED AND ADBLE TONE CONFIRMATION AND BLACK HOUSING. 24. PUSHBUTTONS AT TINE BRADFORD DR INTERSECTION SHALL BE MS COMPLIANT WITH ADA MUTCD, AND PROWAG. APS PUSHBUTTONS SHALL INCLUDE ADDIBLE AND VIBROTACTLE WALK INDICATIONS, LOCATOR TONE, AND A10 -3E SDN. PROGRAM MS PUSHBUTTONS WITH AUDIBLE MESSAGES (SEE N.5 FOR WORDING) FOR FUTURE ACTIVATION. HOUSINGS SHALL BE BLACK. INCLUDE ALL NECESSARY APPURTENANCES TO OPERATE THE APS PUSHBUTTONS (BETWEEN IN THE CABINET AND AT THE PUSHBUTTON LOCATION, MS CONTROLLER SHALL BE LOCATED WITHIN THE CABINET). 25. STREET NAME SIGNS TO BE PROVIDED BY THE CRY AND INSTALLED BY THE CONTRACTOR, PROVIDE MOUNTING HARDWARE. INTERCONNECT NOTES 1. DIS CT XISTINO IB R OP K CABLE FROM WITHIN TRAFFIC SIGNAL CABINET AND PIAL ALL FIBER OPTIC CABLES OUT OF EXISTING CONDUIT TO HANDHOLE SOUTH OF INTERSECTION, APPROXIMATELY 800'(THERE IS AN EXISTING HANDHOLE AT THE INTERSECTION THAT WILL BE REMOVED DURING CONSTRUCTIONI. COORDINATE REMOVAL WITH CITY. COIL AND PROTECT EXISTING FIBER WITHIN EXISTING HANDHOLE. 2. INSTALL ONE TYPE WHANDHOLE (Ni) APPROXIMATELY 1SO'SOUTH OF INTERSECTION. CONNECT EXISTING 2" CONDUIT, FROM THE SOUTH, TO THE HANDHOLE. 3. INSTALL TWO 2" CONDUITS FROM HAMDHOLE 6 TO NEW HANDHOLE (02) LOCATED IN NORTHEAST CORNER OF MALL OR INTERSECTION. LOCATE CONDUITS ONE FOOT TO THE STREET SDE OF THE EXISTING SIDEWALK. INSTALL TRACER WIRE AND PULL ROPE WITHIN CONDUITS. C CITY TO INSTALL/REINST&L FIBER OPTIC CABLE. S. CONTRACTOR IS RESPONSIBLE TO AVOID ALL UTILITIES ALONG CORRIDOR. IF UTILITY CONFLICTS IMPEDE INSTALLATION ALONG IDENTIFIED ROUTE, CONTACT CITY AND ENGINEER FOR SOLUTION PRIOR TO CHANGES. FIR R 1. IN ALL UI S AN HANDHOLES AS INDICATED ON SHEET N.2 AND 4.3. CITY TO INSTALL FIBER OPTIC CABLE IN THE FUTURE, 2. INSTALL CONDUITS TO EXISTING 1CCSD HANDHOLE LOCATED NEM COMMERCIAL DRIVEWAY ON NORTH SDE OF MALL DR. 3 ICCSD HAS EXISTING FIBER OPTIC CABLE WITHIN PROJECT. INSTALL TEMPORARY OVERHEAD SUPPORT AS SHOWN ON SHEET NB FOR ICCSO TO INSTALL TEMPORARY OVERHEAD FIBER OPTIC CABLE TO PROVIDE CONNECTION BETWEEN SCHOOLS DURING CONSTRUCTION. COORDINATE WITH ICCSO TO REMOVE AND RELOCATE THEW FIBER OPTIC CABLE UCCSO RESPONSIBLE FOR MODIFICATIONS TO THEN FIBER). %1. XI I L ftm%. TS AND OVERHEAD, ABANDON EXISTING CONDUITS N PLACE (REMOVE ALL CABLES). 2. INSTALL CONDUITS, TRACER WIRE. AND PULL ROPE AS IDENTIFIED ON SHEET 4.11. CITY TO INSTALL FIBER OPTIC CABLE IN THE FUTURE. FIRST AVE AND BRABFOflO DR 1, OOR INA RELO A I N FIBER OPTIC CABLES WITH CITY, TIME OF DISRUPTION AND DURATION SHALL BE PER CITY REOUREMENTS. 2, FIBER EXISATTSS HANDHOLE OVER THESE ONDUITS.TTHREE COORONA EIS WITH CONDUITS. ASS.70TIVE NEAREST EXISTING SPLICE POINT OR LOCATION TO INSTALL NEW SPLICE ENCLOSURE. PULL EXISTNG FIBER OUT OF CONDUITS PRIOR TO INTERCEPTING CONDUITS AND CONNECTING INTO NEW HANDHOLE, AS NEEDED. REROUT( FIBER THROUGH HANDHOLE AND SPLICE/RESPLICE FIBER TOGETHER AS AGREES 70 BY THE CITY. CONTRACTOR TO RECONNECT FIBER CABLE. 3. DISCONNECT ALL EXISTING FIBER OPTIC CABLE WITHIN TRAFFIC SIGNAL CABINET. PULL EXISTING CABLE TO NEAREST HANDHOLE OUTSIDE OF INTERSECTION AND COR FOR CITY TO REINSTALL. 26. REMOVE EXISTING TRAFFIC SIGNAL AT FIRST AVE AND MALL OR AND FIRST AVE AND BRADFORD DR. CITY OF IOWA CITY WILL PICK-UP EXISTING SIGNAL EGUPMENT, COORDINATE PICK-UP TIME AND LOCATION MPRH TRAFFIC ENGINEERING 019-631-11651. COMPLETELY REMOVE EXISTING CONCRETE FOOTINGS (POLE AND CABNETI. REMOVE &L CABLE FROM EXISTING CONOUTS AND ABANDON EXISTING CONDUITS N PLACE. ENGLISH I IOWA DOT DESIGN TEM © SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-37151636)--70-52 4 Jt%20l4P.alecb\114.02U\CaW\CO-11402U-Wl,ogn Y;\ \m[e Ab. TRAFFIC SIGNAL LEGEND-, EXISTING PROPOSED `-I -� 0 TRAFFIC SIGNAL ---+D TRAFFIC SIGNAL WITH BADKPIAIA i -0, 61 PEDESTRIAN SIGNAL •' MAST ARM SUSPENDED TRAFFIC SWNA V 1XIO F INN • LENGTH OF MAST ARM) C:1 m 0 METAL TRAFFIC SIGNAL PEDESTAL ® TRAFFIC SIGNAL HEA) NUMBER (D POLE MIMBER C- STREET LIGHT ON SIGNAL POLE -•- - ----- CONDUIT TRENCHED. PUSHED. JACKED, OR BORED (a O HANDHOLE ® ® CONTROLLER CABINET WITH FOOTING 0 SECONDARY SERVICE PONT Mp INDUCTIVE LOOP DETECTOR ® (XX • NUMBER DESIGNATION) ® DETECTION ZONE (XX • NUMBER DESIGNATION) CDM EIE VIDEO DETECTION CAMERA OE PAN-TLT-ZOOM CAMERA POLE MOUNTED SDN I 1 Sby cWflfy f7rot this onalnBKin9 oo:IAIOnt pm IN1 W 6y m ar u dw 97 olrFCf p•rxonol W na iapKVlllpl af I m a EYIy Ply{LSSIRw. TODD D. - K Iia x011 Profsxx lanol En91nxN th IaN oN fM St Ito IoW. 1 � .D " I VI To<Xl 0. Rno:. P.E. D.f. Llcon4e IANxOer 19530 19530 • IOTA +` MT Llan. RWWCI Dns RN oee.41W D. NM ropN v WINN4 MwwN by RIs TNR: N.1 -N.12 TRAFFIC SIGNAL GENERAL NOTES & QUANTITIES SHEET NUMBER N.1 TRAFFIC SIGNS LEFT TURN YIELD onFLASHINGYELLOW © ONLY R10-12 MOD R3-51- 30"0^136" 30" xx)36" �l V (2 EACH) (2 EA( H) EXISTING ICCSD HANDHOLE. \�`�� CONNECT CONDUITS TO MANDHDLE--Z- �' PEDESTRIAN SIGNS R10-3EL R10-3ER 9" x 15" 9" x 15" (5 EACH) (3 EACH) ROUTE TO HANDHOLE AT STA 20+02.79— "TRAFFIC SIGNAL" m STREET NAME SIGNS 66" x 18" I'St Ave (2 EACH) 54" x 18" III Dr 0 (2 EACH) X37 C I/ L STA 17,8159 37 6 RT C� 4 7A 17+63.98 26.14'RT " v TYPE IIHANDHOLE C7 TYPE 111 HANDHOLE I "TRAFFIC SIGNAL"� "FIBER OPTIC" I 7 STA 17W.02, 42.75' LT ® _,� I, TRAFFIC SIGNAL FACES I A5, "TRAFFIC SIGNAL" "TRAFFIC SIGNAL" PUSHBUTTON LAYOUT O p 4 q o�� opo r� J I on --nocn �r i ic- SIGNAL LAYOUT- FIRST AVE AND MALL DR ENGLISH I IOWA OOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--78-52 SHEET NUMBER N.2 euP 11n9i7nt4 JA7014. Pro iects\114.0213\Cadd\CO_1140213_NO2.deo ....... o. "..- Y:\oen\dcte.tbl Snyder 1:20 NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. CARD RACK DETAIL WIRING LEGEND VIDEO DETECTOR SUMMARY TRAFFIC SIGNAL CAMERA NUMBERZONE DETECTION ZONE LIMITS (DISTANCE FROM 7 p PHASE CALLED PHASE EXTENDED COMMENTS V1 41 0'- 40 4 4 �E V2 11 0'- 40' 1 1/6 PWR POLE 61 0'- 40' 6 6 LOCATION SPREAD MOUNTING ORIENTATION 62 0' - 20' 6 6 BICYCLE DET V3 31 0'- 40' 3 3 OTT. ON ARM(fl.) V4 21 0'- 40' 2 2 (ft.) EXISTING 22 0' - 20' 2 2 BICYCLE DET 51 0'- 40' 5 2/5 GND/TR/PR 2A,28 4 2 2 14 PED PUSHBUTTON 3A,3B ® 3 2 PED PUSHBUTTON 4A,4B 1 1 4 4 NOT TO PED PUSHBUTTON 6A,6B 8 3" COND 6 3 PED PUSHBUTTON GND/TR/PR 5 1-9c Ed 2" COND 1 14 1 6 8 30 0 A 1-4c 1 -PB 1 SIGNAL/LIGHTING 3-LUM ♦ IP.B. GND/TR/PR I P.B. I GND/TR/PR 7LIGHTING COMBINATION SIGNAL/ 38 1 3 38,35.17 8 4 E 3.5 15 -TO ICCSD HANDHOLE 1 - DUAL ARM ARMS 38 1 38 1 32 8 2-2" GOND NOTE: ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. CARD RACK DETAIL WIRING LEGEND VIDEO VIDEO TRAFFIC SIGNAL N Q POWER CARD CARD 19+49 PROPOSED DETECTOR NUMBER I, SUPPLY N&S E&W �E 2-2" COND VIEWCOM FOOTINGS STOP STOP PWR POLE TR/PR LENGTH/ BAR BAR LOCATION SPREAD MOUNTING ORIENTATION 2" COND 2-2" WIRING LEGEND TO LUMINAIRETO HANDHOLE 4 AT BRADFORD OR TRAFFIC SIGNAL N Q HANDHOLE NUMBER uD UNDER BRIDGE TO STREET LIGHT POLE AT STA 19+49 PROPOSED DETECTOR NUMBER I, MAST ARM 2" COND 3-LUM CDTRAFFIC SIGNS �E 2-2" COND --X FOOTINGS COND GND/TR/PR PWR POLE TR/PR LENGTH/ TOTAL LOCATION LOCATION SPREAD MOUNTING ORIENTATION 2" COND DIA DEPTH MISCELLANEOUS NO. TYPE PEDESTAL QUANTITY 3" GOND 3-LUM GND HEIGHT (fl.) OTT. ON ARM(fl.) OTY N ARM (ft.!(ft.) PR HEIGHT (ft.](degrees) 1-9c GND/TR/PR (ft.) (ft.) EXISTING 93!( PEDESTAL 1-4c I P.B. GND/TR/PR IP.B. 4 2 PEDESTAL 14 1 ® 2 2" COND ® 1 4 COMBINATION SIGNAL/LIGHTING NOT TO SCALE 1 -PB 8 3" COND A 3 11 GND/TR/PR 5 1-9c Ed 2" COND 1 14 1 6 8 30 0 A 1-4c 1 -PB 1 SIGNAL/LIGHTING 3-LUM ♦ IP.B. GND/TR/PR I P.B. I GND/TR/PR 7LIGHTING COMBINATION SIGNAL/ 38 1 3 38,35.17 8 4 E 3.5 15 -TO ICCSD HANDHOLE 1 - DUAL ARM ARMS 38 1 38 1 32 8 2-2" GOND TR/PR 2" COND 2-2" COND TR/PR 3" COND TR/PR 1-9c 1-7c 4c -VID c 3-LUM 2" CONDy GNI 1-PB 4 4 2O9c GNIOR 1-7c COND E.)2 I P.B. -dc -LVID ® GND/TR%PR �— _ /' COND (Ex) P \ 4" COND - -9c \1-7c I P.B. ° / \ 2-VI pJ 3" GOND °� D I P.B, c> 1-9c ® 3-LUM P cn 1-7c GND/TR/PR 2-4c WIRING -�) -)v9 _Tl 2-VID -°— _ NOTE 1 -' C 3-LUM GNI° _ -°moo y"-4 C-) -r' I P.B. 2" COND C7 1 -PB ND/TR/PR 3" GOND 1-9c -" --� -p 1-VID 4 4" COND 1-PTZ t 4-9c 3-LUM 2-7c GND/TR/PR 2" COND 5-4c s' t 2-1c '4 PWR 2" COND 1 -PB (.7T TR/PR 4-VID D/ GNTR%PR 1-PTZGND//PR 2-2" NOTES: Ql LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. QZ ORIENTATION OF LUMINAIRE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. 03 POLES SHALL BE DESIGNED AS PER PLAN. ® TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. (3) TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. © MAST ARMS ARE 90 DEGREES BETWEEN ARMS. INSTALL LUMINAIRE ARM OVER EACH MAST ARM. COND (Ex) TO LOWER MUSCATINE RD 1. SEE INTERCONNECT NOTES ON SHEET N.1 FOR INFORMATION ON INTERCONNECT. 2. SPLICE PB CABLE TO 9c PEDESTRIAN CABLE WITHIN SIGNAL POLE BASE, EXCEPT FOR POLE 6 (ROUTE TO SIGNAL CABINET). 3. INSTALL JOINT POWER METER FOR BOTH SIGNAL AND LIGHTING SERVICE. WIRING LEGEND ® SIGNAL NUMBER TRAFFIC SIGNAL POLE DATA Q HANDHOLE NUMBER uD EXISTING DETECTOR NUMBER ® PROPOSED DETECTOR NUMBER EK MAST ARM TRAFFIC SIGNAL m HEADS CDTRAFFIC SIGNS �E (2)LUMINAIRE ARA- --X FOOTINGS COND CONDUIT PWR POLE POLE LENGTH/ TOTAL LOCATION LOCATION SPREAD MOUNTING ORIENTATION VID DIA DEPTH MISCELLANEOUS NO. TYPE PEDESTAL QUANTITY LOOP WIRE GND HEIGHT (fl.) OTT. ON ARM(fl.) OTY N ARM (ft.!(ft.) PR HEIGHT (ft.](degrees) TYPE (ft.) (ft.) EXISTING 93!( PEDESTAL 5 2 } ® 4 2 PEDESTAL 14 1 2 3 ® 1 4 COMBINATION SIGNAL/LIGHTING 38 2 38,26 3 38,35,17 8 30 0 A 3 11 1 5 COMBINATION 15 1 14 1 6 8 30 0 A 3 11 1 SIGNAL/LIGHTING ® 7LIGHTING COMBINATION SIGNAL/ 38 2 38,26 3 38,35.17 8 30 0 E 3.5 15 ®® 1 - DUAL ARM ARMS 38 1 38 1 32 8 30 0 NOTES: Ql LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. QZ ORIENTATION OF LUMINAIRE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. 03 POLES SHALL BE DESIGNED AS PER PLAN. ® TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. (3) TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. © MAST ARMS ARE 90 DEGREES BETWEEN ARMS. INSTALL LUMINAIRE ARM OVER EACH MAST ARM. COND (Ex) TO LOWER MUSCATINE RD 1. SEE INTERCONNECT NOTES ON SHEET N.1 FOR INFORMATION ON INTERCONNECT. 2. SPLICE PB CABLE TO 9c PEDESTRIAN CABLE WITHIN SIGNAL POLE BASE, EXCEPT FOR POLE 6 (ROUTE TO SIGNAL CABINET). 3. INSTALL JOINT POWER METER FOR BOTH SIGNAL AND LIGHTING SERVICE. SIGNAL WIRING DIAGRAM - FIRST AVE AND MALL DR ENGLISH I IOWA DOT I DESIGN TEAM Rj SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER N.3 I I HMP 11/25/4014 JA2014_Pro iects\114.0213\COEC\C0_114B213_NO3.Ean _.. Y:\nen\tlote. thl SnvEer 1:40 WIRING LEGEND ® SIGNAL NUMBER POLE NUMBER Q HANDHOLE NUMBER uD EXISTING DETECTOR NUMBER ® PROPOSED DETECTOR NUMBER EK VIDEO DETECTION CAMERA v2 VIDEO CAMERA NUMBER �E PTZ VIDEO CAMERA --X EMERGENCY VEHICLE DETECTOR COND CONDUIT PWR POWER CABLE LUM LUMINAIRE (1c •8) PB PEDESTRIAN PUSHBUTTON (2c) EVP EMERGENCY VEHICLE PREEMPTION VID VIDEO CABLE(S) PTZ PTZ VIDEO CABLE(S) DET DETECTOR LEAD-IN CABLE (26 LOOP LOOP WIRE GND GROUND WIRE (1c 1,6) TR TRACER WIRE Oc •10) PR PULL ROPE FO FIBER OPTIC CABLE EX EXISTING SIGNAL WIRING DIAGRAM - FIRST AVE AND MALL DR ENGLISH I IOWA DOT I DESIGN TEAM Rj SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER N.3 I I HMP 11/25/4014 JA2014_Pro iects\114.0213\COEC\C0_114B213_NO3.Ean _.. Y:\nen\tlote. thl SnvEer 1:40 TRAFFIC PHASING AND COLOR SEQUENCE ffi ;ffi m a a 01 ml ffi 'm� ffi �� 01+5 01+6 02+5 1 02+6 0 3 0 4 0 0 0 0 0 APPROACH Ci CLEAR TOO CLEAR TOO CLEAR TOO CLEAR TOO CLEAR TOO CLEAR TOO CLEAR TOO CLEAR TOO CLEAR TOO CLEAR TOO CLEAR TOO �z 3 3 3 3 3 3 3 3 3 3 3 GA Hifi 2+5 AO 1+5 2+5 2+6 AO a: 1+5 t+6 2+6 AO m 1+5 1+6 2+5 AO Of AO of AO ¢ ¢ a o' Edit Ie Edit 11 @ @ N' M- @ .� N- py 4 ¢M f'Y fY FYI 4 W FY r r Nµ 4l- 4F li 4- 61,62 R R R R G a a G a r R R R I R I R G a Ga Y a R R R R FIRST AVE 63,64 DIN OW DW OW W Far ° Northbound Y W F DW ON DW I DIN DW W W T DW DW DW DW 51 @ +A @ M W PP W N py,JDW HµIDW Y Hp 4H 4+ 4H A 21,22 R R R R R R R R R G Y a Y R R R R FIRST AVE 23,24 Dw Ow DW Ow OW OW DW DW DW Fo DMP DW OW DW Southbound31,32 R R R R R R R R R R R G a R R 33,34 Dw Ow Dw Ow Dw DW Dw Dw Ow Dw Dw w Dw DwMALL DREastbound �41,42 R R R R R R R R R R R R R G aC-)43,44 OW OW OW DW DW DW OW OW DW DW W DW DW DW W F r -.L PRIVATE Westbound — L -ELL L SIGNAL FACE LOCATION TRAFFIC PHASING LEGEND P VEHICULAR MOVEMENT --Ht PARTIALLY RESTRICTED VEHICULAR MOVEMENT 01 PEDESTRIAN MOVEMENT R/W RIGHT OF WAY INTERVAL 0 TRAFFIC PHASE R CIRCULAR RED y CIRCULAR YELLOW G CIRCULAR GREEN 43- RED LEFT ARROW +jam YELLOW LEFT ARROW +�y FLASHING YELLOW LEFT ARROW 2.5 GREEN LEFT ARROW MAXIMUM 1 YELLOW RIGHT ARROW 40 GREEN RIGHT ARROW W WALK DW DON'T WALK FDW FLASHING DON'T WALK /AO ALL OTHER PHASES PR1 PREEMPT •1 PR2 PREEMPT •2 PR3 PREEMPT •3 PR4 PREEMPT •4 PHASE FLOW DIAGRAM (SECONDS) (d 1+5 01+6 02+6 03 04 5 6 7 8 MINIMUM GREEN 0 2+5 15 NOTE: _ FLOW PATH IF ALL PHASES ME REQUESTED $ FLOW PATH WHEN PHASE IS NOT REQUESTED BEFORE RIGHT-OF-WAY TRANSFER THE RED CLEARANCE INTERVAL SHALL BE INCLUDED IN THE COLOR SEQUENCE WHEN CALLED FOR BY CONTROLLER TIMING. INITIAL RECOMMENDED TIMING (SECONDS) PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 7 15 7 7 7 15 PASSAGE 2.5 2.5 2.5 2.5 2.5 2.5 MAXIMUM 1 20 40 30 20 20 40 MAXIMUM II YELLOW CHANGE 3.2 3.2 3.2 RED CLEARANCE 2.3 2.3 1.9 WALK t77 7 PEDESTRIAR0.EARINCE 13 LEADWG PED INTERVW FLASHING OPERATION FIRST AVERED MALL DR/PRIVATE RED PEDESTRIAN I DARK PHASE SEQUENCE NOT ALLOWED FROM TO DUAL ENTRY PHASES 2+6 SIGNAL PHASING DIAGRAM - FIRST AVE AND MALL DR ENGLISH I IOWA DOT I DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -1.1'3715I636)--70-52 I SHEET NUMBER N.4 HMP 11/25/2014 J:\2014 Pro iectsV14.0213\Gadd\C0_1140213_ND6.dan Y:\oen\dateAbi Sn,d., - CONTROLLER DATA PHASES USED: 6 EXPANSIBLE T0: e MINIMUM OTY. OF 12 BACKPANEL POSITIONS FLASHING OPERATION FIRST AVERED MALL DR/PRIVATE RED PEDESTRIAN I DARK PHASE SEQUENCE NOT ALLOWED FROM TO DUAL ENTRY PHASES 2+6 SIGNAL PHASING DIAGRAM - FIRST AVE AND MALL DR ENGLISH I IOWA DOT I DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -1.1'3715I636)--70-52 I SHEET NUMBER N.4 HMP 11/25/2014 J:\2014 Pro iectsV14.0213\Gadd\C0_1140213_ND6.dan Y:\oen\dateAbi Sn,d., - TRAFFIC SIGNS IE TURNING rvFH:LyOTO 9' ONLY ONLY I� R3-51- R3 -5L R3 -5R R10 -15R 30" x 36" 30" K 36" 30" 36" 30"30" (2EACH) (2EACH) (1 EACH) (4 ACH) TRAFFIC SIGNAL FACES N c� 12" R- ED 12" R ED OTD 2" �F LED 25+58.1, 45.3' RT 12" Y ED TYPE III HANDHOLE I Fn LEDED �O iG —IC'? LED 21 A ID4\ 5 11 57 A 42 A� ui cn ENGLISHIIOWA DOTIDESIGN TEAMDOTIDESIGN TEAM PEDESTRIAN SIGNS R10-3EL R10-3ER 9" x 15" 9" x 15" (5 EACH) (3 EACH) STA 26105.80, 26.80' LT TA 25+99.06. 25.66' LT O YPE IIHANDHOLE TRAFFIC SIGNAL" I STA 25+95.01, 34.72' LTEfl :c� h 41 J STREET 81 STA 25+52.69. 34.36' LT STA 25+49.86, 36.26' LT 9 OA TYPE IIHANDHOLE _ A "TRAFFIC SIGNAL" lY F STA 25+13.93, 34.70' L7 135'1 0F 8 v4 SNYDER 8, ASSOCIATES T STA 26+04.35, 23.18' RT STA 26+03.4, 39.0' RT O TYPE NHP "FIBER OPTIC" ` 4 11 STA 25+95.61, 44AT F x _II N c� II II II II 11 OTD 11 lilt 25+58.1, 45.3' RT I18 u CSTA I, F TYPE III HANDHOLE "TRAFFIC SIGNAL" I II �O _ ® STA 25+90.9, 45.1 TYPE IIHANDHOLE "TRAFFIC SIGNAL" ITT 41 A r © STA 25+48.4 AT CITY OF IOWA CITY JOHNSON OF IOWA CITY JOHNSON COUNTYIPROJECT NUMBER STP-U-3715(636)--70-52NUMBER STP -U -37I5(636)--78-52 _-:.._ r:\Den\aate.mi STREET NAME SIGNS 66" x 18" First Ave (2 EACH) 42" x 18" JSt (2 EEAACH) D�10 84" X 18" SCKE �FEETI Bradford or (2 EACH) BRADFORD DR NOTE: LCONNECT NEW CONDUIT TO 44.87' RT EXISTING FIBER OPTIC CONDUIT. SEE INTERCONNECT NOTES ON SHEET N.1 FOR FIBER OPTIC CABLE INFORMATION. PUSHBUTTON LAYOUT O N c� OTD ©�Q O O C7 C �O —IC'? t _ ui cn NOTE: LCONNECT NEW CONDUIT TO 44.87' RT EXISTING FIBER OPTIC CONDUIT. SEE INTERCONNECT NOTES ON SHEET N.1 FOR FIBER OPTIC CABLE INFORMATION. PUSHBUTTON LAYOUT O Y OTD ©�Q O O APS MESSAGE COMMANDS: 2A & 2B - WAIT TO CROSS J STREET AT FIRST AVENUE 4A, 4B, 8A, & 8B - WAIT TO CROSS FIRST AVENUE AT BRADFORD DRIVE AND J STREET 6A & 6B - WAIT TO CROSS BRADFORD DRIVE AT FIRST AVENUE SIGNAL LAYOUT - FIRST AVE AND BRADFORD DR SHEET NUMBER N.5 NOT TO SCALE NOTE: JSTREET I BRADFORD DRIVE ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 4" COND 3-9c 2-7c 3-4cn 4" COND B 3-VID - -� 1-9c 1-PTZ 1-4c GND/ITR/PR '� 3" GOND 1- TIM 3 4 I...... 1-9c tR.B. 1-7 1-4c © ZP9OND GND/TR/PR 1T _v L 1 VID 9 GND/TR/PR IP.B.j 1-PTZ v© ® Ll i 3-LUM 2" COND GND/TR/PR 1 -PB GND/TR/PR------. r Cil CARD RACK DETAIL SIGNAL NUMBER VIDEO DETECTOR SUMMARY 01 TRAFFIC CAMERA NUMBER DETECTIONOW ZONE (DISTANCE FROM PHASE CALLED PHASE EXTENDED VIDEO DETECTION CAMERA COMMENTS J1 41 0' - 40' 4 4 VIEWCOM FOOTINGS _ V2 11 0'- 40' 1 1/6 LENGTH/ BAR BAR 61 0'- 40' 6 6 DET MISCELLANEOUS TOTAL 62 0' - 40' 6 6 DTY.ON SPREAD MOIMTINC ORIENTATION 63 0'- 20' 6 6 BICYCLE DET V3 81 0' - 40' 8 8 (ft.) HEIGHT ffLI (degrees) V4 21 0' - 40' 2 2 COMBINATION 15 1 15 51 0'- 40' 5 2/5 3 11 2A,2B 1 2 PED PUSHBUTTON 4A,4B 4 PED PUSHBUTTON 6A,6B PEDESTAL 5 5 PED PUSHBUTTON BA,BB 2 3 8 5 PED PUSHBUTTON q5 3 44,32,20 6 44 41.23• 8 30 0 B 3 13 m 1 SIGNAL/LIGHTING 1y 10 10 5 COMBINATION 15 1 15 2 12,8 8 30 0 A 3 11 IS 1 SIGNAL/LIGHTING 7 35 2 35,23 5 35{O 8 30 0 A 3 11 NOT TO SCALE NOTE: JSTREET I BRADFORD DRIVE ZONE LIMITS ARE FOR DETECTION LIMITS ONLY. ACTUAL DETECTION AREAS FOR EACH ZONE WILL BE DETERMINED IN THE FIELD. 4" COND 3-9c 2-7c 3-4cn 4" COND B 3-VID - -� 1-9c 1-PTZ 1-4c GND/ITR/PR '� 3" GOND 1- TIM 3 4 I...... 1-9c tR.B. 1-7 1-4c © ZP9OND GND/TR/PR 1T _v L 1 VID 9 GND/TR/PR IP.B.j 1-PTZ v© ® Ll i 3-LUM 2" COND GND/TR/PR 1 -PB GND/TR/PR------. r Cil CARD RACK DETAIL SIGNAL NUMBER VIDEO VIDEO 01 TRAFFIC SIGNAL POLE DATA POWER CARD CARD VIDEO DETECTION CAMERA vz SUPPLY N&S E&W CDTRAFIC SIGNS OLUMNNRE ARM VIEWCOM FOOTINGS STOP STOP LUM POLE POLE LENGTH/ BAR BAR VID VIDEO CABLE(S) PTZ NOTES: QLOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. (Z)ORIENTATION OF LUMINAIRE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. ®POLES SHALL BE DESIGNED AS PER PLAN. ®TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. (S)TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. 1. SEE INTERCONNECT NOTES ON SHEET N.1 FOR INFORMATION ON INTERCONNECT. 2. SPLICE PB CABLE WITH 9e PEDESTRIAN CABLE WITHIN SIGNAL POLE BASE. WIRING LEGEND I p SIGNAL NUMBER Q POLE NUMBER 01 TRAFFIC SIGNAL POLE DATA EXISTING DETECTOR NUMBER © PROPOSED DETECTOR NUMBER VIDEO DETECTION CAMERA vz VIDEO CAMERA NUMBER MAST ARAN TRAFFIC SIGNAL (D HEADS CDTRAFIC SIGNS OLUMNNRE ARM COND FOOTINGS PWR POWER CABLE LUM POLE POLE LENGTH/ EVP EMERGENCY VEHICLE PREEMPTION VID VIDEO CABLE(S) PTZ PTZ VIDEO CABLE(S) DET MISCELLANEOUS TOTAL N0. TYPE PEDESTAL DTY. LOCATIONLOCATION DTY.ON SPREAD MOIMTINC ORIENTATION TYPE DIA DEPTH EXISTING OUANTITY HEIGHT UL ON ARM (ft. ARM (ft. (ft.) HEIGHT ffLI (degrees) (ft.) (ft.) 1 COMBINATION 15 1 15 2 9,4 8 30 0 A 3 11 m 1 SIGNAL/LIGHTING 2g3§6, PEDESTAL 5 2 3 m 5 4 COMBINATION- q5 3 44,32,20 6 44 41.23• 8 30 0 B 3 13 m 1 SIGNAL/LIGHTING 1y 10 10 5 COMBINATION 15 1 15 2 12,8 8 30 0 A 3 11 IS 1 SIGNAL/LIGHTING 7 35 2 35,23 5 35{O 8 30 0 A 3 11 m 1 SIGN.4LB1/L GHOTING 1b7' NOTES: QLOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. (Z)ORIENTATION OF LUMINAIRE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. ®POLES SHALL BE DESIGNED AS PER PLAN. ®TRAFFIC SIGNAL HEADS ARE TO BE ALIGNED OVER THE CENTER OF INTERSECTION DEPARTURE LANES. APPROXIMATE LOCATIONS ARE AS SHOWN IN THE TRAFFIC SIGNAL POLE DATA TABLE. CONTRACTOR SHALL FIELD VERIFY SIGNAL HEAD LOCATIONS. (S)TOP OF FOOTING TO BE FORMED SQUARE AND FLUSH WITH PROPOSED SIDEWALK. 1. SEE INTERCONNECT NOTES ON SHEET N.1 FOR INFORMATION ON INTERCONNECT. 2. SPLICE PB CABLE WITH 9e PEDESTRIAN CABLE WITHIN SIGNAL POLE BASE. WIRING LEGEND I p SIGNAL NUMBER Q POLE NUMBER 01 HANDHOLE NUMBER VT EXISTING DETECTOR NUMBER © PROPOSED DETECTOR NUMBER VIDEO DETECTION CAMERA vz VIDEO CAMERA NUMBER [No: PTZ VIDEO CAMERA --C EMERGENCY VEHICLE DETECTOR COND CONDUIT PWR POWER CABLE LUM LUMINAIRE (lo •8) PB PEDESTRIAN PUSHBUTTON (20 EVP EMERGENCY VEHICLE PREEMPTION VID VIDEO CABLE(S) PTZ PTZ VIDEO CABLE(S) DET DETECTOR LEAD-IN CABLE (26 LOOP LOOP WIRE GND GROUND WIRE Oc W) TR TRACER WIRE (1c •10) PR PULL ROPE FO FIBER OPTIC CABLE EX EXISTING SIGNAL WIRING DIAGRAM -FIRST AVE AND BRADFORD DR I ENGLISH I IOWA DOT I DESIGN TEAM 6t SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NJMBER STP -U-3715(636)--70-52 I SHEET NUMBER N.6 HMP 11/25/2014 Jl\2014_Proiects\114.0213\Gadd\CD-1140213_NOB.d9n .,._.,_..-,.._-..m__. 1,..",a:o,.wi„__:_..nr_o-1_ Snyder 1:40 I SIGNAL FACE LOCATION I TRAFFIC PHASING LEGEND 0 VEHICULAR MOVEMENT --� PARTIALLY RESTRICTED VEHCULAR MOVEMENT J PEDESTRIAN MOVEMENT R/W RKNT OF WAY MTERVN 0 TRAFFIC PHASE R CIRCULM RED y CIRCULM YELLOW G CIRCUM GREEN �R- RED LEFT ARROW +i- YELLOW LEFT ARROW +F -Y° FLASHNG YELLOW LEFT ARROW 4& GREEN LEFT ARROW -R+ YELLOW RIGHT ARROW -& GREEN RIGHT ARROW W WICK DW DON'T WALK FDW FLASHING DON'T WALK AO ALL OTHER PHASES PR1 PREEMPT •1 PR2 PREEMPT •2 PR3 PREEMPT •3 PR4 PREEMPT •4 ENGLISH I IOWA DOT I DESIGN TEAM PHASE FLOW DIAGRAM Ell (d 1+5 CONTROLLER DATA PHASES USED e EXPANSIBLE T0: a i+fi OJ 2+6 0 4+8 PHASE 1 2 0 2 H5 5 6 7 8 TRAFFIC PHASING AND COLOR SEQUENCE 7 15 7 7 15 of Iffi PASSAGE 2.5 I•y gym' 2.5 �N� m. 2.5 MAXIMUM 1 20 01+5 20 01+6 40 30 02+5 02+6 04+8 0 0 0 0 0 0 APPROACH so 2 CLEAR T00 3.2 CLEAR T00 CLEAR T00 3 rc 1+5 1+6 2+6 AO CLEAR T00 3 1+5 1+G 2+5 AO CLEAR T00 CLEAR T00 CLEAR T00 CLEAR T00 CLEAR T00 CLEAR T00 CLEAR T00 3 3 3 3 3 3 3 -FT m AO AO ¢ Edit W Edit 3 3 1+6 2+5 AO 1+5 2+5 2+6 AO 1.9 11 6 6 M M- 6 6 WALK 7 7 a6132, 7 7 R R R R G ° G ° TWvOW R R R R R G ° G ° GY R RNorrthband FIHbI AVEr0 64,65 DW DW Dw Dw IN DW DW Ow DW W WDW Dw51 JR a +t a21,22 R R R R R R R R G G T G C T G Y G G G C ° Y T • R R FIRST AVE Southbound 23,24 Dw Dw Dw Dw Dw Dw DW DW w i0 r w w ° w DIN DIN 81,82 R ft R R R R R R R R R R R R R R R R R G ° T 83,84 OW DW DW DW DW DW DW DW DW DW DW DW OW DW DW DW DW DW OW W F J ST Eastbound 41,42 R R R R R R R R R R R R R R R R R R R G G r 43.44 DW DW DW DW OW DW ON OW DW DW DW DW OW DW OWCW DW DW DW W BRADFORD DR Westbound I SIGNAL FACE LOCATION I TRAFFIC PHASING LEGEND 0 VEHICULAR MOVEMENT --� PARTIALLY RESTRICTED VEHCULAR MOVEMENT J PEDESTRIAN MOVEMENT R/W RKNT OF WAY MTERVN 0 TRAFFIC PHASE R CIRCULM RED y CIRCULM YELLOW G CIRCUM GREEN �R- RED LEFT ARROW +i- YELLOW LEFT ARROW +F -Y° FLASHNG YELLOW LEFT ARROW 4& GREEN LEFT ARROW -R+ YELLOW RIGHT ARROW -& GREEN RIGHT ARROW W WICK DW DON'T WALK FDW FLASHING DON'T WALK AO ALL OTHER PHASES PR1 PREEMPT •1 PR2 PREEMPT •2 PR3 PREEMPT •3 PR4 PREEMPT •4 ENGLISH I IOWA DOT I DESIGN TEAM PHASE FLOW DIAGRAM Ell (d 1+5 CONTROLLER DATA PHASES USED e EXPANSIBLE T0: a i+fi OJ 2+6 0 4+8 PHASE 1 2 0 2 H5 NOTE: FLOW PATH IF ALL PHASES ME REQUESTED D. FLOW PATH WHEN PHASE IS NOT REQUESTED BEFORE RIGHT-OF-WAY TRANSFER THE RED CLEARANCE INTERVAL SHALL BE INCLUDED IN THE COLOR SEQUENCE WHEN CALLED FOR BY CONTROLLER TIMING. INITIAL RECOMMENDED TIMING (SECONDS) PHASE 1 2 3 4 5 6 7 8 MINIMUM GREEN 7 15 7 7 15 7 PASSAGE 2.5 2.5 2.5 2.5 2.5 2.5 MAXIMUM 1 20 40 20 20 40 30 MAXIMUM I YELLOW CHARGE 3.2 3.2 3.2 3.2 3.2 3.2 RED CLEARANCE 1.9 1.9 2.3 1.9 1.9 2.3 WALK 7 7 7 7 PEDESTRIAN CLEARANCE 11 15 11 15 LEADING PEO INTERVAL 5 5 5 5 SNYDER S ASSOCIATES FLASHING OPERATION FIRST AVE RED BRADFORD DR/J ST RED PEDESTRIAN DAR a MINIMUM QTY. OF R BACKPMIEL POSITIONS K PHASE SEQUENCE NOT ALLOWED FROM TO DUAL ENTRY PHASES 2+6 4+g CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U'9715(636)'-70'52 .... _.._. ._:.. ....__.. �._.....o:o...._:..._:_....... _.. _._ YA oen\dote Ibl Fill SIGNAL PHASING DIAGRAM -FIRST AVE AND BRADFORD DR SHEET NUMBER N.7 � SnvCer W z 2 W Q F- N K LL 00*9Z J STREET • I BRADFORD DRIVE • UTILIZE EXISTING 1 CONDUIT TO ACCESS POLE s V e N 0 20 6CA�1 00+92 TEMPORARY TRAFFIC SIGNAL LAYOUT 1ST AVE & BRADFORD DR SIGNAL MODIFICATION ALL STAGES (( TSTA 216+35.4, 17.0' LT h a \� F oN8i 121 •\ FOR TEMPORARY FIBER OPTIC CONNECTION TO �` • BE USED BY ICCSD STA 17+30.4, 45.6'L T 5.6'LT \_.� C 111 ID�ddN / 0 — ----STA 17+82.7, 43.3' RT N 0 220 SCAT TEMPORARY TRAFFIC SIGNAL LAYOUT 1ST AVE & MALL DR WOOD POST SPAN WIRE SIGNAL STAGE 3 TEMPORARY TRAFFIC SIGNAL NOTES: 1. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY SIGNAL HEADS. WOOD POLES AND HARDWARE TO PROVIDE A FULLY FUNCTIONAL TRAFFIC SIGNAL SYSTEM. THE CONTRACTOR'S LUMP SUM FOR THIS WORK SHALL INCLUDE ALL LABOR AND MATERIA. NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL SYSTEM. 2. ALL ELECTRICAL EQUIPMENT SHALL CONFORM TO THE STANDARDS FOR THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) AND ALL MATERIAL AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC), THE STANDARDS OFTHE AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) THE AMERICAN STANDARDS ASSOCIATION (ASA) AND LOCAL ORDINANCES. MISCELLANEOUS ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE UL APPROVED. 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLING, MAINTAINING, ADJUSTING, AND REMOVING TEMPORARY TRAFFIC SIGNAL EQUIPMENT. UPON COMPLETION OF PERMANENT TRAFFIC SIGNAL INSTALLATION, CONTRACTOR SHALL REMOVE AND DISPOSE TEMPORARY SIGNAL EQUIPMENT AND MISCELLANEOUS EQUIPMENT, OR AS DIRECTED BY THE CITY. 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. ALL TRAFFIC SIGNAL WIRE IS •14 A.W.G. UNLESS OTHERWISE NOTED. 5. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION ON THE PROJECT. 6. LENSES SHALL BE TWELVE (12) INCHES IN DIAMETER AS SPECIFIED ON THE PLANS. LENSES SHALL BE POLYCARBONATE AND HEADS SHALL BE LED IN ACCORDANCE WITH MOST RECENT ITE SPECIFICATIONS. 7. THE COLOR OF ALL POLYCARBONATE SIGNAL HEADS, INCLUDING DOORFRONTS AND INSIDE AND OUTSIDE OF VISORS, SHALL BE BLACK. THE COLOR SHALL BE AN INTEGRAL PART OF THE MATERIAL'S COMPOSITION. 8. TRAFFIC SIGNALS SHALL CONFORM TO THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 9. UTILIZE THE EXISTING TRAFFIC SIGNAL AT FIRST AVE AND BRADFORD DR DURING CONSTRUCTION. INSTALL OVERHEAD WIRING AS NEEDED TO MAINTAIN SIGNAL OPERATION UNTIL NEW TRAFFIC SIGNAL IS OPERATIONAL. 10. PROVIDE SUFFICIENT SLACK IN OVERHEAD SIGNAL CABLE TO ADJUST SIGNAL HEAD POSITION AS NEEDED FOR EACH STAGE OF CONSTRUCTION AT FIRST AVE AND MAIL OR INTERSECTION. ESTIMATED SIGNAL HEAD LOCATIONS ARE SHOWN FOR STAGE 3 AND STAGE 5. INSTALL TEMPORARY TRAFFIC SIGNAL FOR STAGE 1 AS THE NE SIGNAL POLE WILL NEED TO BE REMOVED FOR CONSTRUCTION. FIRST AVE IS CLOSED FOR STAGE 4. 11. INSTALL OVERHEAD SUPPORT CABLE AND THIRD POLE ACROSS MALL OR DURING STAGE 1. THIS CROSSING IS FOR ICCSD TO INSTALL TEMPORARY FIBER OPTIC CABLE OVERHEAD FOR THEIR CONNECTION BETWEEN SCHOOLS. COORDINATE WITH ICCSD ON INSTALLATION OF OVERHEAD CABLE. ICCSD RESPONSIBLE FOR THEIR FIBER OPTIC CABLE THAT 15 TO BE INSTALLED ON THE TEMPORARY TRAFFIC SIGNAL AT MAIL DR. 12. COORDINATE SIGNAL TIMING AND CONTROLLER SETTING CHANGES WITH THE CITY. ^� 13. STAGE 3: WORK WITH THE CITY TO IMPLEMENT COORDINATION TIMINGS. COORDINATION TIMINGS SHALL BE ACTIVE MONDAY, TUESDAY, WEDNESDAY, AND'FRIDAY FROM 7:00 AM TO 8:30 AM AND 3:00 PM TO 4:00 PM AND ACTIVE THURSDAY FROM 7:00 AM TO 830 AM AND 2:00 PM TO 3:00 PM. SEE TIMING INFORMATION 9ELOWW,,,, UTIBIBE EXISTING TIMINGS DURING ALL OTHER PERIODS. COORDINATION TIMINGS TO PROVIDE OPPORTUNITY FOR SOUTHBOUND LEFT TURNING VEHICLES TO HAVE GAP IN TRAFFIC 1471SCHOOL DRIVEWAY SOUTH OF THE BRADFORD DR INTERSECTION. TRAFFIC SIGNAL FACES 12" R LED 12" Y LED P12" G LED ALL PROPOSED SIGNAL HEADS COORDINATION TIMINGS - PHASE 3 FIRST AVE AND BRADFORD DR Dial i/Split 3 Cycle: 80 Offset 0 Phase SB WB N8 1 EB Time 501 301 501 30 Mode I COORD I COORD -n 1 FIRST AVE AND MALL DR Dial 1/Split 3 Cycle: 80 Offset 24 Phase SB JEB WB i NB Time 40 20 20 40 Mode i COORD COORD TA 216+35.4, 17.0' LT Q e 0p*81 ; n • LL (N FOR TEMPORARY FIBER OPTIC CONNECTION TO PROVIDE SIGNAL ON POLE IN • BE USED BY ICCSD DRUM, AS NEEDED, TO INCREASE VISIBILITY OF SIGNAL HEADS `4 ODURING R OVERHEAD THIS EFEEDTO PROVIDE OVER \ SIGNAL HEAD •\ u TA 17+82.7, 43.3' RT sTAn+3o.a.as.6•LT_�� E O� � ON o zD Sca� TEMPORARY TRAFFIC SIGNAL LAYOUT 1ST AVE & MALL DR WOOD POST SPAN WIRE SIGNAL STAGE 5B TEMPORARY TRAFFIC SIGNAL LAYOUTS I ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U'371516361"70-52 I SHEET NUMBER N,8 I I HMP 11/25/2014 J:\2014-Projects\114.0213\Cadd\CD-1140213-NOB.dqn vn �.r.._.-. e:__., n._.n ve:owu_uw_:_uem _i._._ YA\ en\aote.tbl Snvder 7—r i Fri Fri -n 1 �n TA 216+35.4, 17.0' LT Q e 0p*81 ; n • LL (N FOR TEMPORARY FIBER OPTIC CONNECTION TO PROVIDE SIGNAL ON POLE IN • BE USED BY ICCSD DRUM, AS NEEDED, TO INCREASE VISIBILITY OF SIGNAL HEADS `4 ODURING R OVERHEAD THIS EFEEDTO PROVIDE OVER \ SIGNAL HEAD •\ u TA 17+82.7, 43.3' RT sTAn+3o.a.as.6•LT_�� E O� � ON o zD Sca� TEMPORARY TRAFFIC SIGNAL LAYOUT 1ST AVE & MALL DR WOOD POST SPAN WIRE SIGNAL STAGE 5B TEMPORARY TRAFFIC SIGNAL LAYOUTS I ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U'371516361"70-52 I SHEET NUMBER N,8 I I HMP 11/25/2014 J:\2014-Projects\114.0213\Cadd\CD-1140213-NOB.dqn vn �.r.._.-. e:__., n._.n ve:owu_uw_:_uem _i._._ YA\ en\aote.tbl Snvder QCONDUIT IN TRENCH N.9 NOTTO STALE BOLTS IAS SPECIFIED OF CABINET) NDUIT AS SHOWN ON PLANS MIN. II II II N XI II III II II II z II � JII II II ^rcll = II I' GROUND ROD X B' z CONTROLLER CABINET FOOTING N.9 NOT TO SCALE LABEL SHALL READ "FIBER OPTIC" WHERE IDENTIFIED UNDER STATION CALLOUT 3/8-16 UNC STAINLESS STEEL HEX HEAD BOLT 5/8 E WASHER LT 4! NOTE:BRACKET SHALL PROVIDE / FOR OF LSIGN& HEADS. a MAST ARM SIGNAL BRACKET N.9 NOT TO BCAIB B" LAYER OF COARSE AGGREGATE 350" LABEL SHALL READ "TRAFFIC SIGNAL WHERE IDENTIFIED UNDER STATION CXLOUT 2A,. X 4" PULL SLOT 4" X4.' MOUSEHOLES (2) TYPE -PRECAST POLYMER -CONCRETE HANDHOLE N.9 NDT TO SCIIALE 8" 4y / 1/2" X 4" PULL SLOT SKID �s1 TYPE III - PRECAST POLYMER -CONCRETE HANDHOLE N.B NOT T09CALE SIGNAL TRAFFIC SIGNAL TUBE CONTROLLER 2T" IALUMINUMI 10olADJUSTABLE SLIDING cn ATTACHMENT PROVIDE CABLE m MOUNT O DOUBLE POLE CLAMP a MAST ARM SIGNAL BRACKET N.9 NOT TO BCAIB B" LAYER OF COARSE AGGREGATE 350" LABEL SHALL READ "TRAFFIC SIGNAL WHERE IDENTIFIED UNDER STATION CXLOUT 2A,. X 4" PULL SLOT 4" X4.' MOUSEHOLES (2) TYPE -PRECAST POLYMER -CONCRETE HANDHOLE N.9 NDT TO SCIIALE 8" 4y / 1/2" X 4" PULL SLOT SKID �s1 TYPE III - PRECAST POLYMER -CONCRETE HANDHOLE N.B NOT T09CALE 2 ­� �- SIGNAL CONTROLLER 2T" CABINET — 2 ­� �- 6 SECONDARY SERVICE N.B NOTTOBGLE GROUND WIRE GALVANIZED CONDUIT POWER / LJ -5/8" X 8- GROUND ROD USE BY ITRAFFIC SIGNAL DETAILS ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U -3715I6361--%0-52 SHEET NUMBER N.9 HMP 11/25/2014 J:\2014 Projects\114.0213\Gadd\CD-1140213_NOg.dgn v.\,..- Y:\pen\Lote.lbl Snytler O cn m _• m1 1 RISER TO BE INSTALLED —T] E BY UTILITY COMPANY ;;G� S METER CJ1 6 SECONDARY SERVICE N.B NOTTOBGLE GROUND WIRE GALVANIZED CONDUIT POWER / LJ -5/8" X 8- GROUND ROD USE BY ITRAFFIC SIGNAL DETAILS ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U -3715I6361--%0-52 SHEET NUMBER N.9 HMP 11/25/2014 J:\2014 Projects\114.0213\Gadd\CD-1140213_NOg.dgn v.\,..- Y:\pen\Lote.lbl Snytler I" Groans Wire Duct / cee.:,^: Expansion Material 2 �FinisM1etl IF—r Imo/ S' Clearance � ISI J" Clearance s5 Ties fTyp.l ..Y.. Bar MAST ARM POLE FOOTING NO SCALE / CONDUIT ENTRY C r crininyy Spaces �/ MULTI -CONDUCTOR ME IT' 0.C. max. I ]GBBUE G&VIINIIZED STEEL CER WIRE MN. CABLE AS REQUIRED ] STRAND (UTILITIES ORAD DOUBLE GAVINIZED 3/8" STEEL GUY WIRE T STRAND (UTILITIES GRADE) Cleoronte / / BOTTOM SIGNAL 1" CONDUIT / TETHER SHALL N0.9 / BE PROVIDED STEEL WIRE ONS TABLE // WIRE CLAW -/CLASS 4 O —�• S T / WOOD POLE ars 9e B 12 WOOD POLE b b EXISTING PLASTRC L�� CABLE DEADEND 8 10 12^ _ 1 STREET NAME SIGN TRAFFIC SIGN _ _ �j GUY GUARD the LUMINARE �z1 MAST ARM SIGN BRACKET t No scALE 0 WOOD POST SPAN ASSEMBLY NO SLALE VIDEO DETECTION CAMERA MAST ARM LENGTH AND NUMBER OF SIGNALS \� Q & SIGNS AS SHOWN ON PLANS SPACING AS SPECIFIED ON PLANS a MIN. 4"%6" z -y k-6" TYPICAL HANDHOLE SHALL\ j o F _ BE PROVIDED 3 ID O TB�AC2'KnPLATES r--- 0 ----- ' < i LUMINAIRE ARM H- 1.0' I MAST ARM - 6.0' ICAL PLACEMENT OF TRAFFIC—,"c=p TROL AND STREET NAME SIGNS. /JI w N SHALL BE FURNISHED AND POLE PLATES AND STAINLE x ALLED AS REQUIRED ON PLANS. STEEL STRAPS TO BE USED 01 21'25 6' FOR ATTACHING SIDE MOUNT 7 i MAX. SIGNAL e.. SHALL BE D AND INSTALLED o 15' MIN. IF REQUIRED ON PLANS PEDESTRIAN PUSHBUTTON 2 OR (MAST N2M AND SIGN i EACH MAST ARM MOUNTED SIGNAL �� z o SHALL HAVE A SEPARATE SIGNAL CABLE FROM THE HANDHOLE IN e i W CABLE BAND MOUNT THE POLE BASE TO THE SIGNAL BRACKET CLAP HEAD. //,II D SEE FOOTING DETAILJ STEEL MAST ARM POLE �, VEHICLE DETECTION CAMERA NOSCAE .1 NOSCALE ITRAFFIC SIGNAL DETAILS ENGLISH IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)"78'52 SHEET NUMBER N. 10 «MP 11/25/2014 J:\2014-Projects\114.0213\Codd\CD-1140213-NlD.Cgn Y:l„rinI Y:bernaate.lnl Snyder 1,40 TV r� �1 �� —d n lD cn ITRAFFIC SIGNAL DETAILS ENGLISH IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)"78'52 SHEET NUMBER N. 10 «MP 11/25/2014 J:\2014-Projects\114.0213\Codd\CD-1140213-NlD.Cgn Y:l„rinI Y:bernaate.lnl Snyder 1,40 NOTES: 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 SHAT, ARMS. TENONS AND ATTACHMENTS SHALL BE ACCORDING TO AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES 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 A 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 IIIBF30 31" BANNER ARM AND BRACKET BY SIERRA DISPLAY (800)388-5755. STRAP TO POLE WITH STAINLESS STEEL STRAPS. SIDEWALK � 5/8"x10' COPPER CLAD GROUND ROD WITH e6 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. — BROADWAY LUMINARE TRUSS PRM WITH 2" O.D. TENON SEE NOTE 4 BY OTHERS DAMPER, INTERNA- 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 STANDARD ROAD PLAN LI -142 WIRING DIAGRAM. PROVIDE SLACK CONDUCTOR TO EXTEND 18" FROM HANDHOLE. TO NEXT POLE FOUNDATION. I SHEETS FOR QUANTITY OF STREET LIGHTING GENERAL NOTES I. STREET LIGHTING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2012, EXCEPT AS MODIFIED BY THESE PLANS. 2. CONTRACTOR SHALL COORDINATE ROUTING AND INSTALLATION OF CONDUIT WITH EXISTING AND PROPOSED UTILITIES. CONTRACTOR IS RESPONSIBLE TO OBTAIN LOCATES ON ALL UNDERGROUND UTILITIES AND VERIFY CLEARANCES BEFORE BORING, TRENCHING, OR EXCAVATING. 3. COORDINATE ELECTRICAL SERVICE CONNECTION WITH MIDAMERICAN ENERGY. 4. 5. UTILIZE STANDARD ROAD PLAN LI -201 LIGHT POLE FOUNDATIONS, TYPE A, FOR STREET LIGHT POLES. 6. INSTALL CONDUIT 24" BELOW FINISH GRADE. 7. INSTALL THREE 1 -CONDUCTOR -10 CABLES FROM THE LUMINARE TO THE BASE OF THE LIGHTING POLE. THE LIGHTING CIRCUIT SHALL CONSIST OF 3-1c •8 AWG (RATED USE-2/RHH/RHW-2), 1c •6 GROUND WIRE, AND tc •10 TRACER WIRE. UTILIZE L-1 AND Y-1 CONNECTORS AND ROUTE ELECTRICAL CIRCUIT PER STANDARD ROAD PLAN LI -142. TYPE A ACCORDING LI -201 B. ALL LIGHTING POLES, HANDHOLES, AND CONTROL CABINET SHALL BE CONNECTED TO THE GROUNDING SYSTEM. PROVIDE AND INSTALL GROUND RODS AND GROUNDING ELECTRODES CONDUCTORS AT ALL LIGHTING POLES, CABINET, AND HANDHOLES PER NEC AND IOWA DOT SPECIFICATIONS. 9. POLE MOUNTED LUMINARE SHALL BE LEOTEK LED FIXTURES (PRODUCT ID: GCI 8OF MV NW 2 GY 530 LPCR), 10, THERE SHALL BE A LUMINAIRE MOUNTED CENTERED ABOVE 70,000 ESTIMATE OF LIGHTING QUANTITIES STREET LIGHT POLE ITEM DESCRIPTION UNITS TOTAL CONTROLLER LIGHTING CONTROL CABINET, LI-152 LS 1 AND SECONDARY SERVICE POINT COND CONDUIT CABINET LUMINARE (1c -8) GND GROUND WIRE Mc W) POWER POWER SUPPLY - SHARED WITH TRAFFIC SIGNAL EACH 1 SUPPLY HMBIIDLES TYPE II- 24" v 36" PRE-CAST POLYMER-CONCRETE HANDHOLE EACH 1 LUMINAIRE CABLE - 1c -8 AWG LIN FT 2,990 WIRE LUMINAIRE CABLE - 1c -10 AWG LIN FT 580 /NDGROUND WIRE - is •6 BARE LIN FT 980 CABLE TRACER WIRE - 1c •10 LIN FT 990 PULL ROPE LIN FT 990 2" PVC, TRENCHED/BORED LIN FT 860 CONDUIT 2" GALVANIZED STEEL, WALL/CEILING MOUNTED LIN FT 40 CONNECTOR - L-1, FUSED EACH 4 LUMINAIRE CONNECTOR - Y-1, FUSED EACH 6 LUMINAIRE, LED. LEOTEK (GC1 8OF MV NW 2 GY 530 _PCR) EACH 4 LUMINAIRE, LED, 12,500 LUMENS, TYPE 5 DISTRIBUTION, UNDER BRIDGE MNTD EACH 1 STREET LIGHT POLE EACH 4 LIGHT POLE FOUNDATION, LI-201, TYPE A EACH 4 NOTES: 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 SHAT, ARMS. TENONS AND ATTACHMENTS SHALL BE ACCORDING TO AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINARIES 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 A 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 IIIBF30 31" BANNER ARM AND BRACKET BY SIERRA DISPLAY (800)388-5755. STRAP TO POLE WITH STAINLESS STEEL STRAPS. SIDEWALK � 5/8"x10' COPPER CLAD GROUND ROD WITH e6 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. — BROADWAY LUMINARE TRUSS PRM WITH 2" O.D. TENON SEE NOTE 4 BY OTHERS DAMPER, INTERNA- 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 STANDARD ROAD PLAN LI -142 WIRING DIAGRAM. PROVIDE SLACK CONDUCTOR TO EXTEND 18" FROM HANDHOLE. TO NEXT POLE FOUNDATION. I SHEETS FOR QUANTITY OF STREET LIGHTING GENERAL NOTES I. STREET LIGHTING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2012, EXCEPT AS MODIFIED BY THESE PLANS. 2. CONTRACTOR SHALL COORDINATE ROUTING AND INSTALLATION OF CONDUIT WITH EXISTING AND PROPOSED UTILITIES. CONTRACTOR IS RESPONSIBLE TO OBTAIN LOCATES ON ALL UNDERGROUND UTILITIES AND VERIFY CLEARANCES BEFORE BORING, TRENCHING, OR EXCAVATING. 3. COORDINATE ELECTRICAL SERVICE CONNECTION WITH MIDAMERICAN ENERGY. 4. 5. UTILIZE STANDARD ROAD PLAN LI -201 LIGHT POLE FOUNDATIONS, TYPE A, FOR STREET LIGHT POLES. 6. INSTALL CONDUIT 24" BELOW FINISH GRADE. 7. INSTALL THREE 1 -CONDUCTOR -10 CABLES FROM THE LUMINARE TO THE BASE OF THE LIGHTING POLE. THE LIGHTING CIRCUIT SHALL CONSIST OF 3-1c •8 AWG (RATED USE-2/RHH/RHW-2), 1c •6 GROUND WIRE, AND tc •10 TRACER WIRE. UTILIZE L-1 AND Y-1 CONNECTORS AND ROUTE ELECTRICAL CIRCUIT PER STANDARD ROAD PLAN LI -142. TYPE A ACCORDING LI -201 B. ALL LIGHTING POLES, HANDHOLES, AND CONTROL CABINET SHALL BE CONNECTED TO THE GROUNDING SYSTEM. PROVIDE AND INSTALL GROUND RODS AND GROUNDING ELECTRODES CONDUCTORS AT ALL LIGHTING POLES, CABINET, AND HANDHOLES PER NEC AND IOWA DOT SPECIFICATIONS. 9. POLE MOUNTED LUMINARE SHALL BE LEOTEK LED FIXTURES (PRODUCT ID: GCI 8OF MV NW 2 GY 530 LPCR), 10, THERE SHALL BE A LUMINAIRE MOUNTED CENTERED ABOVE 70,000 %1 TYPICAL LIGHT POLE INSTALLATION DETAIL t No scAtE LIGHTING NOTES, QUANTITIES, AND DETAILS ENGLISH I IOWA DOT I DESIGN TEAM © SNYDEM 8 ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER N.11 HMP 11/25/2014 J:\2014_Prolects\114.0213\C.dd\CD_1140213-N11.Egn Y:\nrinl Y'\pen\dcte.tbl Snyder 1:40,0004 LIGHTING LEGEND STREET LIGHT POLE SURFACE MOUNTED FIXTURE Q HANDHOLE BCONTROL CABINET --- CONDUIT 0 SECONDARY SERVICE POINT COND CONDUIT LUM LUMINARE (1c -8) GND GROUND WIRE Mc W) TR TRACER WIRE Ile •10) PR PULL ROPE %1 TYPICAL LIGHT POLE INSTALLATION DETAIL t No scAtE LIGHTING NOTES, QUANTITIES, AND DETAILS ENGLISH I IOWA DOT I DESIGN TEAM © SNYDEM 8 ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER N.11 HMP 11/25/2014 J:\2014_Prolects\114.0213\C.dd\CD_1140213-N11.Egn Y:\nrinl Y'\pen\dcte.tbl Snyder 1:40,0004 SEE N.2 FOR LOCATIONS AND INFORMATION o / 3-LUM GNO/TR/PRS O 2" GOND 3TUM GND/TR/PR IF JOINT UTILITY TRENCH - FROM STA 17+97 TYPICAL CONDUIT LAYOUT TO STA 19409 14" n N h ICIT u ur ur (ICIT)10WA CITY IT - 2-2" HDPE (UT) UTILITY - 3-4" HPOE GOODWILL Kr 4r 0 30 SCALE (FEET) I SEE N.$ FOR LOCATIONS ( AND INFORMATION 8 1 a In CI 7. W _.. JOINT ONUTILITY TRENCH ._ 3-4" GOND 2-2" GOND n 5-TR/PR » FIRSTAVENUE y.. _GOND 2" COND i i 4 3-Lum w GNO/T `�;".. 2" GOND GN ,/TR/PR C AA�T,, GND/TR/PR of GND/T ✓ uy � GND/TR/PR � i STA. RT J� 7g LIUM STA 22.44603 RT O ST EE IG Ti P 7 T ,R I _ II I TYPICAL UTILITY TRENCH SECTIONS FROM STA 24+44 FROM STA 20+32 TO STA 25+14 NB RTL AT TO STA 24+00 BRADFORD 3,01 ; o. a. O K i 2+/ 0.5' PLACE SUBDRAIN UNDER a PAVEMENT WITHIN 1' 0 2" STREET LIGHTING RIGHT TURN LANE AT 24" DEPTH 16" 4.5' WATER MAIN STREET (IGHT ?OLE FOOTING 6" MEC POWER POSSIBLE 16" BLACK/GRAY WITH RED STRIPE POSSIBLE 6" MEC POWER WATER MAIN - AT ' DEPTH BLACK/GRAY WITH RED STRIPE INSTALLED BY OTHERS J NSTPLLED BY8,ODEPTH RS FROM STA 19+72 AT STA 20+75 TO STA 20+11 AT STA 23+30 4.0' CT 3 ¢L,m xoa0.5' C rc 1' 2" STREETLICHTNC AT 24" DEPTH 3 5' 1 IL BRIDGE FOOTING INTAKE SW -509 Lf]Q RETAINING WALL FOOTING 2" STREET LIGHTING SW -541 2" STREET LIGHTING AT 24" DEPTH INTAKE AT 24" DEPTH POSSIBLE 6" MECPOWnPOSSIBLE BLACK/GRAY WITH RED STRIPE WATER MAIN AT 48" DEPTH (INSTALLED BY OTHERS) LIGHTING AND UTILITY TRENCH LAYOUT ENGLISH IOWA DOT I DESIGN TEAM ® SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -37I5(636)--70-52 SHEET NUMBER N.12 gid 12/22/2014 J:\2014_Projects\114.0213\CaCC\CD-1140213_Nt2.dgn n\orint ar,.,r \glacknnel. Y:\pen\Eote.tal Snyder 1:60 B-1 a , ? " o ? ? -- — z k I CN 0 „� N �co N N N h� $B r--- -- B-2 8-102 $8-10 $B-5 FIRST AVENUE 8.. � �o y I E3:2+00 !"a $B-10 Al I 40 $8-107 SCALE (FEET) 720 B-5 720 (7 11) B-101 B-105 (706.5) __--(ILL-SOFT (706.0) _-__---- SILTY CLAY 715 mz --' - FILL-LEAN 715 B-2 3-107 (7 (703'5) FILL-LEAN CLAY B-4 8-106 (702.0) (702.0) _____________ CLAY (701.0) (70 (707.5) (707.5) ------ ---------- FILL-SILTY STIFF SILTY 710 B-707 CR�jFfll __ BNS ED_________ ________ SAND CLAY 710 -- __ STONE sr0 FILL-STIFF FILL-LEAN - -('6) FILL-SAND FT FILL-SILTYSOLAY SILTY CLAY CLAY LEAN CLAY (CL) LEAN CLAY w B 6 _-__----- - FILL-LEAN (CL) 7O5 695.0) B_--- CLAY LEAN TO FAT ? 7055 CLAYF $ pNE76940) FILL-LEAN -H2O SOFT SILTY FAT CLAY (CL/CH) W SILTY ti FILL-SOFT CLAY -H2 SOFT SILTY CLAY STIFF SILTY LEAN TO FAT (C,H) LAND �o (SM) SILTY CLAY FILL-LEAN TO CLAY CLAY CLAY 2P SILTY AY 700 FAT CLAY LEAN CLAY hb CL-M o�I TOO (CL) (CL/CM) -H2 SOFT SILTY SANDY LEAN LEAN CLAY CLAY CLAY (CL) 695 SILTY CLAY 695 LEAN CLAY LEAN CLAY CLAYEY SAND SILTY SAND SILTY SAND SILTY SAND -H2C-- (CL-ML) -H2 (CL) (CL) (SM) (SM) FRW TO SANDY LEAN '1/E�' FIRM 690 GLACIAL -H2 - CLAYEY SAND LEAN CLAY LEAN C Y/ CLAY (CL) C+M� IAL T'. t^.) Grhy ,..1 690 3 LAY -H2., (SC) (CL) a • SILTY SAND STIFF SILTY STIFF SILTY j �� j SILTY SAND CLAY CLAY oLL 685 _R SILTY SAND LEAN CLAY 2n �( 685 (SAA) SOFT S CLAY SANDY LEAN SILT (ML) �o SILTY SAND K"T CLAY (CL) 680 LEAN CLAY a 680 (�L) FIRM 70 p'� rum LIMESTONE STIFF SILTY m a m RM " j� BEDROCK jti (HIGHLY Y, CLAY SILTY CLAY W m STIFF SILT GLACIALVERY Y �,� FAT CLAY QQ (670.0) i SANDY LEAN QQ WEATHERED) STIFF SAD ( CL-ML) ^� w CLAY o FPM GLACIAL e (CHi1 w CLAY THIS SHEET 15 FOR REFERENCE ONLY. 675 AY ¢ Wb FAT CLAY �o CLAY LIMESTONE '4 (CL/SC) 675 (CH) met° w m BEDROCK QQ HIGHLY z� mFAT TOO CONTRACTOR FOLLOWING BIDDING. w FAT CLAY ¢ Q Q Q p WEATHERED) m a (CH) CLAY IRM SIL% BEDROCK 670 j GLACIAL, (CH) (662.5) 670 w po LAY ¢Q SOILS wb U 665 Q Q 665 ENGLISH IOWA OOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--78-552 SHEET NUMBER 0,1 IMS 11/25/2014 -A20"4 11, 11-- _. _�� ...�.�a.onu.. � _.. .. �,. .. 'i. .-.. ...... _ Y\Ven\ticLc.:b Sn yae� 1�2 O LEGEND NOTES: REMOVE I RELOCATE BUSINESS SIG ELECTRIC O ATE O� WALL 3 -o- REMOVE EXISTING WALL 10 • gl b i VV 5 `-•'v11 Vv i 5 6 o-> bT i o W U Z REMOVE I RELOCATE LIGHT POLE F �O� N W O i �J CJl r�7 rn rn r --t c-) r 1O _Oq - O O REMOVE STORM SEWER ® PROTECT TREE O3 O REMOVE EXISTING WALL - REMOVE PCC FLUME .PROTECT LIGHT POLE j PROTECT a " REMOVE I RELOC BUSINESS SIGN 8 {J -O- • O 0 2 :0 REMOVE EXISTING n 1 Vl _ O LEGEND NOTES: REMOVE I RELOCATE BUSINESS SIG ELECTRIC O ATE O� WALL 3 -o- REMOVE EXISTING WALL 10 • gl b i VV 5 `-•'v11 Vv i 5 6 o-> bT i o W U Z REMOVE I RELOCATE LIGHT POLE F �O� N W O i �J CJl r�7 rn rn r --t c-) r OS REMOVE WATER MAIN AND STRUCTURE PROPOSED SAW CUT © REMOVE SANITARY SEWER TO CONSTRUCTION LIMITS AND PLUG REMOVE EXISTING PAVING O7 PROTECT EXISTING UTILITY 2 REMOVAL DETAILS W WATER MAIN REMOVAL O ADJUST TO FINAL GRADE SCALE (FEET) ENGLISH I IOWA DOT DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-5 SHEET NUMBER NMP 11/25/2014 J:\2014-Projects\114.0213\Cadd\CD-1140213-RGI.dgn YA-inl drivers\RIac4 Grov\VRiRWNnlfWeionlPnF eitrm Y:\Pen\aote.tdl Snyder 1:40 1O REMOVE STRUCTURE - XREMOVE TREE O REMOVE STORM SEWER ® PROTECT TREE O3 O UTILITY POLE RELOCATED BY OTHERS Oq PROTECT EXISTING PAVEMENT - REMOVE PCC FLUME OS REMOVE WATER MAIN AND STRUCTURE PROPOSED SAW CUT © REMOVE SANITARY SEWER TO CONSTRUCTION LIMITS AND PLUG REMOVE EXISTING PAVING O7 PROTECT EXISTING UTILITY 2 REMOVAL DETAILS W WATER MAIN REMOVAL O ADJUST TO FINAL GRADE SCALE (FEET) ENGLISH I IOWA DOT DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-5 SHEET NUMBER NMP 11/25/2014 J:\2014-Projects\114.0213\Cadd\CD-1140213-RGI.dgn YA-inl drivers\RIac4 Grov\VRiRWNnlfWeionlPnF eitrm Y:\Pen\aote.tdl Snyder 1:40 O N oO pO QO pO l + { + M V'. IA v N ,r' N N N W W W r W W W W W W>< --W---- —T 1N— -- FIRST AVENUE � L _Oq _ W W W W W W ll- W t W W W W W e XDETOUR - f `PROTECT WALL LLLJJ 1 ROADWAY SAWCUT REMOVE AND RELOCATE s- X SCHOOL SIGN �' I w � O K O du X X 8= rK 0V� 1� DETOUR NOTES: �1 ROADWAY SAWCUT Q REMOVE STRUCTURE X REMOVE STORM SEWER O UTILITY POLE RELOCATED BY OTHERS N '�,..... O4 PROTECT EXISTING PAVEMENT o OS REMOVE WATER MAIN AND STRUCTURE- O REMOVE SANITARY SEWER TO e - -I w 1 CONSTRUCTION LIMITS AND PLUG I PROTECT EXISTING UTILITY tD r— REMOVE v EXISTING FIRE 004 © TO U.2 OR NEW LOCATION. FTI REFS( .� FTI 4O4 LEGEND ,> X°% REMOVE TREE PROTECT TREE / PROPOSED SAW CUT REMOVE EXISTING PAVING O zD W WATER MAIN REMOVAL REMOVAL DETAILS SCALE IFEETI ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER R.2 HMP 11/25/2014 Jt\2014_Proiecta\114.0213\Codd\CD_I140213_RD2.dgn v�,.....r w....e.�^m..g m,...wnowu,.uwe...�.�onv ..o..r_ Y:\oen\doteAbl Snyder 11/25/2014 J!\201/ ProlectS\114.0211\Codd\CD_ 1140213_RO3. 09^ Y:\print_driven\Black_Grol\V8i8WH.lfWei,NP0Eplt c lg -='c a ? ? ? ? ? 04 M M M M M M N C,4 N C14N N IA INTERSTATE RAILROAD NOTES: tO REMOVE STRUCTURE O2 REMOVE OR ABANDON STORM SEWER 0 UTILITY POLE RELOCATED BY OTHERS O4 PROTECT EXISTING PAVEMENT OS REMOVE WATER MAIN AND STRUCTURE O REMOVE SANITARY SEWER TO CONSTRUCTION LIMITS AND PLUG O7 PROTECT EXISTING UTILITY 8O ADJUST MANHOLE TO FINISHED GRADE <D ^ O M1 00 rn O N N N M C4 N N a N ria cn / r� m GJ zr� IA INTERSTATE RAILROAD F' il\ LEGEND / `-' XREMOVE TREE I Y j PROTECT TREE lvuvvv PROPOSED SAW CUT REMOVE EXISTING PAVING REMOVAL DETAILS SCALE IFEETJ ENGLISH IOWA DOT DESIGN TEAM �j SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NJMBER STP-U-37I51676I--70-52 SHEET NUMBER R.3 11/25/2014 J!\201/ ProlectS\114.0211\Codd\CD_ 1140213_RO3. 09^ Y:\print_driven\Black_Grol\V8i8WH.lfWei,NP0Eplt c lg -='c HMP 11/25/2014 J�\2014_Pr ejects\114.0213\COEE\GO_ 1)4UZ13_XV4.gg0 YAP, in l_driver s\Black_Gray\VBiBWHdl I WeigntPOF.pltc(g c\Demu- 't ny". `REMOVE AND REPLACE SECURITY FENCE. PROVIDE TEMPORARY SECURITY FENCING DURING NON -WORKING TIMES. N O O O O UD rl O O NCNI ell ell IA INTERSTATE RAILROAD NOTES: O REMOVE STRUCTURE O REMOVE OR ABANDON STORM SEWER O O4 UTILITY POLE RELOCATED BY OTHERS PROTECT EXISTING PAVEMENT OS REMOVE WATER MAIN AND STRUCTURE 7 O REMOVE TO CONSTRUCTIO �IMITSWER AND PLUG O PROTECT EXISTING UTILITY O ADJUST MANHOLE TO FINISHED GRADE 00 as O a - -C4 CNN— LL AN a 7c m ^'S T 1 IA INTERSTATE RAILROAD=' PPI —s '•�'� ^-- LEGEND REMOVE TREE PROTECT TREE G G PROPOSED SAW CUT 0u 20 REMOVE EXISTING PAVING I� REMOVAL DETAILS SCRE (FEET) ENGLISH I IOWA DOT DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--76-52 SHFFT [,AMBER RA HMP 11/25/2014 J�\2014_Pr ejects\114.0213\COEE\GO_ 1)4UZ13_XV4.gg0 YAP, in l_driver s\Black_Gray\VBiBWHdl I WeigntPOF.pltc(g c\Demu- 't ny". IMP 11/2512014 J:\2014_Projects\na.ozu\Caaa\CD_IIa0z3-ROS. oGo Y\Dnnl_Covers\Black_Gray\VBIBWHDIIWeignIPDF.pltcly Y+\ en\Eole.tbl Sder Cao � Y T $ o, a C4 IA INTERSTATE RAILROAD 8 _ PROTECT SHED REMOVE AND REPLACE CHAN LINK FENCE \ \ \ 1 O O Q CN O N T N N M 04 v LnN N -N_. a N 0 N v ^ N v N IA INTERSTATE RAILROAD NOTES: O REMOVE STRUCTURE J- LEGEND O REMOVE OR ABANDON STORM SEWER O3 UTILITY POLE RELOCATED BY OTHERS o PROTECT FENCE X REMOVE TREE O PROTECT EXISTING PAVEMENT - O REMOVE WATER MAIN AND STRUCTURE a� PROTECT TREE ® © REMOVE SANITARY SEWER TO K(FEET) CONSTRUCTION LIMITS AND PLUG �vrvur PROPOSED SAW CUT O7 PROTECT EXISTING UTILITY REMOVE EXISTING PAVING © ADJUST MANHOLE TO FINISHED GRADE REMOVAL DETAILS ENGLISH IOWA DOT DESIGN TEAM SNrDER 8 ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-37I5(636I--70-52 SHEET NUMBER R.5 IMP 11/2512014 J:\2014_Projects\na.ozu\Caaa\CD_IIa0z3-ROS. oGo Y\Dnnl_Covers\Black_Gray\VBIBWHDIIWeignIPDF.pltcly Y+\ en\Eole.tbl Sder Cao 23/2D 4 0 - uy" Y:\Prinl_Erivers\Black_Gray\VBi8WHolfWeiyhIPDF.pllCfy Y:\pen\dcte.tEl 5nyCBr 1:50 �2 o O op 00 N O+ M M N a N a N a a v N 04 N N N N IA INTERSTATE RAILROAD c. T � PROTECT HOUSE O O p O O T + pO + 1? T In UD rN M p M M M a a a v v a N N N N IA INTERSTATE RAILROAD AO 4 (� {� -i0 <m S M --- NOTES: O x -- -REMOVE 1D STRUCTURE A i LEGEND 2O REMOVE OR ABANDON STORM SEWER � O3 UTILITY POLE RELOCATED BY OTHERS XREMOVE TREE O PROTECT EXISTING PAVEMENT REMOVE WATER MAIN AND STRUCTURE ® PROTECT TREE 8 O REMOVE SANITARY SEWER TO CONSTRUCTION LIMITS AND PLUG PROPOSED SAW CUT OO PROTECT EXISTING UTILITY REMOVE EXISTING PAVING 0 20 u IC OB ADJUST MANHOLE TO FINISHED GRADE REMOVAL DETAILS SCALE (FEET) ENGLISH IOWA OOT DESIGN TEAM SNYDER $ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP'U'37151S361"7B'52 SHEET NUMBER R.6 23/2D 4 0 - uy" Y:\Prinl_Erivers\Black_Gray\VBi8WHolfWeiyhIPDF.pllCfy Y:\pen\dcte.tEl 5nyCBr 1:50 SURVEY SYMBOLS UTILITY LEGEND PLAN VIEW COLOR LEGEND OF PLAN AND PROFILE SHEETS Features Exislin LINEWORK Design Color No. Black (0) —Proposed Alignment. Stationing, Tic Marks, and Alignment Annotation Spot Elevation g30 OE ,FO WINDSTREAM COMMUNICATIONS Contour Elevation i 93` STEVE GRITMAN/MARY LAIR/GREG TROEGER SHADING Design Color No. Fence (Barbed, Field, Hog) -. ,- OFFICE: (319) 790-7678 (GREG TROEGER) Brown. Light (234) IIIIIIIIIIIIIIIIProposed Sidewalk Shading Fence (Chain Link) - _ OFFICE: (319) 385-5054 (MARY LAR) STEVEN,GRITMANaWINDSTREAM.COM Fence (Wood) Fence (Silt) MARY.LAROWINDSTREAM.COM Blue, Light (30) IIIIIIIIIIIIIIIProposed Sidewalk Landing Shading Tree Line ..,...,,.. GREGORY.TROEGEROWINDSTREAM.COM Tree Stump $ Pink. Light (160) ® Proposed Sidewalk Ramp Shading UNIVERSITY IA IOWA (1757 TREVOR Red (3) =Delineates Restricted Areas Deciduous Tree or Shrub Q 335-2223 319)335 Gra Medium (253) Proposed Pavement Shading Y' p g CELL: CELL (3191 551-6074 Coniferous Tree or Shrub 0 TREVOR-WILLIAASOUIOWA.EOU RIGHT-OF-WAY LEGEND Fiber Optic, Telephone Line - Overhead or Underground--C(C)-- CITY OF IOWA CITY Fiber Optic, Telephone Line - Overhead or Underground --C1(C)-- Reference Point Fiber Optic, Telephone Line - Overhead or Underground --Cl(D)-- INS Fiber Optic, Telephone Line - Overhead or Underground --FO1(C)-- JEFF KLOCKO (515) 830-0445 o Survey Line Proposed Right -of -Way Y Fiber Optic, Telephone Line - Overhead or Underground --F02(C)-- JEFFinelins.com Station Fiber Optic, Telephone Line - Overhead or Underground --FO1(D)-- Existing and Proposed Right -of -Way Fiber Optic, Telephone Line - Overhead or Underground --F02(D)-- MIDAMERICAR HIGH VOLTAGE 0 — Section Comer Underground Electric --- E(C) --- JOHN MONROE Underground Electric Underground ---E)---ICE: OCMONR Ground Line Intercept Easement and Existing R1ght-of-Way Electric ---ED)--- EOMDAME CAN.COM Underground Electric ---E3( (C)--- N Borrow Overhead Electric -- OE(D)---G(0) MID AMERICAN ENERGY, GAS Saw Cut Gas Main with Size —G(D) DON MASTON Q Easement (Temporary) Water Main with Size —W(D)— 1630 LOWER MUSCATINE ROAD ' Sanitary Sewer with Size ---12"S(D)--- IOWA CITY, IA 52240 Guardrail Easement Sanitary Sewer Manhole 0 OFFICE: (319) 341-4461 12" ST CELL: (319) 325-4352 Storm Sewer with Size ------ DWMASTONOMIDAMERICAN.COM X Excess Storm Manhole 0 Single Storm Sewer Intake O E(D) MID AMERICAN ENERGY, ELECTRIC (ENGINEER) A/C Access Control Double Storm Sewer Intake JASON WARREN Fire Hydrant4 OFFICE: (319) 341-4425 Fire Hydrant on Building R CELL: (319) 330-7301 JLWARRENOMIDAAIERICAR.COM Water Main Valve Water Service Valve ® C(D) CENTURY LINK Well ® KEVIN HEEREN Water Meter Pit ® (515) 263-7272 Utility Pole 4)- KEVIN.HEERENOCENTURYLINK.COM Guy Anchor T Utility Pole with Light OC VERIZON Utility Pole with Transformer b STEVE BONCZKOWSKI Street Light OFFICE; (630) 395-6414 Yard Light Q CELL: (630) 327-6959 Electric Box ❑EB STEPHEN.BONCZKOWSKIOVERIZON.COM Electric Transformer © MEDIACOM Traffic Sign 2 KEVIN FOUNTAIN Telephone Junction Boz T OFFICE: 621-8466 Telephone Manhole 0 KE VINFOMEDTEDIACOM.COM Gas Valve .D Gas Manhole G FO FIBERLINK Gas Apparatus IM GEORGE LAPKA Cable TV Junction Box © OFFICE: (402) 553-7239 Cable TV Manhole ® CELL: (402) 889-6056 Fence Post or Guard Post • GEORGE.LAPKAOPNPT.COM Underground Storage Tank a>m Above Ground Storage Tank ® IOWA CITY FIBER OPTIC Sign AL TRENT HANSON Satellite Dish ,y OFFICE: (319) 356-5433 Mailbox TRENT-HANSONOIOWA-CITY.ORG Soil Boring Sowcut (Full Depth) S(D), ST IOWA CITY WASTEWATER/STORMWATER ROGER OVERTON 19)3 887-6104 19)88 CELL (319) 321-3353 CELL:( ROGER -0 VERTONOIO W A-CITY.ORG W(D) IOWA CITY WATER DISTRIBUTION CHRIS PARIZEK OFFICE! (319) 356-5606 CHRIS-PARIZEKOIOW A-CITY.ORG IOWA INTERSTATE RAILROAD TOM KLEMM OFFICE: (319) 098-5417 c CELL: (319) 430-2351— TRKLEMMOIASRR.COM r-3Fan Tl `"9 IOWA CITY TRAFFIC yi IT1 i GUY IRVIN OFFICE CELL: 1-133092 CELL (319J 3WA-CI 0 �.�yC-) GUY -IRVINOIOWA-CITY.ORG ,7 -j 1 SIDEWALK LEGEND AND SYMBOL INFORMATION SHEET (COVERS SHEET SERIES S) ENGLISH IOWA DOT DESIGN TEAM F SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER S.I HMP 11/25/2014 J:\2014-Projects\11!0213\Codd\CO_1140213-SOtdgn Y \print-drivers\Color\V8iColorHolfWeightPOF.pltcfg YApen\dote.tbl Snyder 1II00 11/z5/2e14 1:38:06 PM .]Clark J:12914 Protects 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets t Does not include curb 1 Staking re uired by Contracting Authority Per Article 2511.03 of the Standard S ecif. tions. Staking FOR INFORMATION ONLY: Point to Point Sidewalk Designation Distance- A Elevation Slope Acceptable Required Measured Initials Remarks VALUES USED TO DETERMINE DESIGNED SLOPES Constructed Range on this Slope Quadrant? Point Station Offset Elevation 1100 1101 Landing/Turning Space 6.00 0.08 1.3% 0.1% to 2.0% 1100 17+35.11 -30.31 691.23- 1101 1102 Landing/Turning Space 4.00 0.07 1.8% 0.1% to 2.0% Yes 1101 17+28.29 -26.28 691.31 1102 1103 Ramp Running Slope 11.00 0.70 6.4% 0.5% to 8.3% 1102 17+27.88 -30.50 691.38 1103 1104 Ramp Cross Slope 4.00 0.06 1.5% 0.1% to 2.0% 1103 17+16.55 -30.50 692.08 1104 1105 Ramp Running Slope 10.00 -0.70 -7.0% 0.5% to 8.3% 1104 17+16.50 -30.50 692.14 1105 1106 Landing/Turning Space 10.80 -0.22 -2.0% 0.1% to 2.0% Yes 1105 17+27.08 -34.67 691.44 1106 1107 Ramp Running Slope 13.30 1.00 7.5% 0.5% to 8.3% Yes 1106 17+35.25 -41.44 691.22 1107 1108 Ramp Running Slope 4.00 -0.06 -1.5% 0.5% to 8.3% 1107 17+35.34 -56.69 692.22 1108 1109 Ramp Running Slope 16.50 -0.94 -5.7% 0.5% to 8.3% 1108 17+39.66 -56.77 692.16 1109 1110 Ramp Running Slope 9.27 -0.06 -0.6% 0.5% to 8.3% 1109 17+39.27 -40.19 691.22 1110 1111 Ramp Cross Slope 3.60 0.01 0.3% 0.1% to 2.0% 1110 17+44.03 -39.85 691.16 1111 1112 Ramp Running Slope 4.40 0.13 3.0% 0.5% to 8.3% 1111 17+39.68 -34.58 691.17 1112 1100 Landing/Turning Space 4.40 -0.07 -1.6% 0.1% to 2.0% Yes 1112 17+35.11 -34.27 691.30 1102 1105 Landing/Turning Space 4.00 0.06 1.5% 0.1% to 2.0% 1102 1112 Landing/Turning Space 7.00 -0.08 -1.1% 0.1% to 2.0% 1110 1112 Landing/Turning Space 7.10 0.14 2.0% 0.1% to 2.0% Yes 1106 1110 Landing/Turning Space 4.00 -0.06 -1.5% 0.1% to 2.0% 1200 1201 Landing/Turning Space 6.80 0.05 0.7% 0.1% to 2.0% 1200 17+85.32 36.22 691.33 1201 1202 Landing/Turning Space 3.50 0.05 1.4% 0.1% to 2.0% 1201 17+82.21 -41.19 691.38 1202 1203 Ramp Running Slope 10.00 0.67 6.7% 0.5% to 8.3% 1202 17+86.01 -42.14 691.43 1203 1204 Ramp Cross Slope 5.00 0.08 1.6% 0.1% to 2.0% Yes 1203 17+81.93 -51.34 692.10 1204 1205 Ramp Running Slope 8.30 -0.67 -8.1% 0.5% to 8.3% Yes 1204 17+87.40 -52.82 692.18 1205 1206 Landing/Turning Space 13.50 -0.21 -1.6% 0.1% to 2.0% Yes 1205 17+91.10 -45.36 691.51 1206 1207 Ramp Running Slope 8.20 0.22 2.7% 0.5% to 8.3% 1206 18+01.67 -36.46 691.30 1207 1208 Ramp Running Slope 5.00 -0.15 -3.0% 0.5% to 8.3% 1207 18+09.77 -33.88 691.52 1208 1209 Ramp Cross Slope 6.00 -0.09 -1.5% 0.1% to 2.0% 1208 18+15.00 -33.50 691.37 1209 1210 Ramp Running Slope 6.10 0.14 2.3% 0.5% to 8.3% 1209 18+15.00 -27.50 691.28 1210 1211 Ramp Running Slope 9.50 -0.21 -2.2% 0.5% to 8.3% 1210 18+08.70 -27.97 691.42 1211 1212 Landing/Turning Space 4.50 -0.08 -1.8% 0.1% to 2.0% Yes 1211 17+98.85 -31.19 691.21 1212 1213 Landing/Turning Space 7.40 0.15 2.0% 0.1% to 2.0% Yes 1212 17+97.34 -26.61 691.13 1213 1214 Landing/Turning Space 5.60 0.07 1.3% 0.1% to 2.0% 1213 17+90.87 -30.60 691.28 1214 1200 Landing/Turning Space 5.30 -0.02 -0.4% 0.1% to 2.0% 1214 17+90.87 -36.24 691.35 1202 1205 Landing/Turning Space 5.80 0.08 1.4% 0.1% to 2.0% 1202 1214 Landing/Turning Space 5.70 -0.08 -1.4% 0.1% to 2.0% 1206 1211 Landing/Turning Space 6.00 -0.09 -1.5% 0.1% to 2.0% 1211 1214 Landing/Turning Space 9.10 0.14 1.5% 0.1% to 2.0% 1300 1301 Landing/Turning Space 8.00 -0.03 -0.4% 0.1% to 2.0% 1300 17+28.81 23.50 691.63 1301 1302 Ramp Running Slope 5.00 0.31 6.2% 0.5% to 8.3% 1301 17+36.57 23.50 691.60 1302 1303 Ramp Running Slope 17.90 -0.10 -0.6% 0.5% to 8.3% 1302 17+36.54 28.50 691.91 1303 1304 Ramp Cross Slope 8.00 0.12 1.5% 0.1% to 2.0% 1363 17+53.79 28.50 691.81 1384 1305 Ramp Running Slope 17.90 0.10 0.6% 0.5% to 8.3% 1304 17+53.85 36.50 691.93 1305 1306 Landing/Turning Space 8.00 0.12 1.5% 0.1% to 2.0% 1305 17+36.48 36.50 692.03 1306 1307 Landing/Turning Space 4.00 -0.06 -1.5% 0.1% to 2.0% 1306 17+28.85 36.50 692.15 1307 1308 Ramp Running Slope 8.00 0.19 2.4% 0.5% to 8.3% 1307 17+28.83 32.50 692.09 1308 1309 Ramp Cross Slope 4.00 -0.06 -1.5% 0.1% to 2.0% 1308 17+21.16 32.50 692.28 1309 1310 Ramp Running Slope 8.00 -0.19 -2.4% 0.5% to 8.3% 1309 17+21.13 28.50 692.22 1310 1300 Ramp Running Slope 5.00 -0.40 -8.0% 0.5% to 8.3% Yes 1310 17+28.82 28.50 692.03 1302 1305 Landing/Turning Space 8.00 0.12 1.5% 0.1% to 2.0% 1302 1310 Landing/Turning Space 8.00 0.12 1.5% 0.1% to 2.0% 1307 1310 Landing/Turning Space 4.00 -0.06 -1.5% 0.1% to 2.0% 1400 1401 Ramp Cross Slope 8.00 -0.16 -2.0% 0.1% to 2.0% Yes 1400 17+89.41 t ,23.50 691.32 1401 1402 Ramp Running Slope 5.00 0.40 8.0% 0.5% to 8.3% Yes 1401 17+97.19 X23.50 691.16 1402 1403 Ramp Running Slope 8.00 -0.09 -1.1% 0.5% to 8.3% 1402 17+97.16 Zs 8.50 691.56 1403 1404 Ramp Cross Slope 8.00 0.12 1.5% 0.1% to 2.0% 1403 18;11.60 -TV8.50 691.47 1404 1405 Ramp Running Slope 8.00 0.09 1.1% 0.5% to 8.3% 1404 18+11.45. r-M6.50 A 1691.59 1405 1406 Landing/Turning Space 8.00 0.12 1.5% 0.1% to 2.0% 1405 17+97.14")36.50.«691.68 1406 1407 Ramp Running Slope 11.00 -0.04 -0.4% 0.5% to 8.3% 1406 17+89.42: 1 36.505^®691.80 1407 1408 Ramp Cross Slope 8.00 -0.12 -1.5% 0.1% to 2.0% 1407 17+78.73 tM6.501 691.76 1408 1409 Ramp Running Slope 11.00 0.04 0.4% 0.5% to 8.3% 1408 17+78.85 28.50'�� 691.64 1409 1400 Ramp Running Slope 5.00 -0.36 -7.2% 0.5% to 8.3% 1409 17+89.42. -IMS. 50 a 9691.68 1402 1405 Landing/Turning Space 8.00 0.12 1.5% 0.1% to 2.0% -: 1402 1409 Landing/Turning Space 8.00 0.12 1.5% 0.1% to 2.0% 1406 1409 Landing/Turning Space 8.00 -0.12 -1.5% 0.1% to 2.0%• ENGLISH IOWA DOT DESIGN TEAM Snyder & Assosciates JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER S•2 11/z5/2e14 1:38:06 PM .]Clark J:12914 Protects 11/25/2014 1:30:06 PM mjclark ]:\2014 Pro]e Cts\114.0213\Cadd\11461U 102.%1Sm 113-10 10-15-13 SIDEWALK COMPLIANCE see S Sheets Does not include curb 1 Stakin re uired by Contracting Authority er Article 2511.03 of the Standard 5 ecifications. Staking FOR INFORMATION ONLY: Acceptable Required[ja,�e]dInitials VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Distance- A Elevation Slope Remarks Constructed Range on this Quad roent? Point StationOffset Elevation 2100 2101 Landing/Turning Space 10.70 0.09 0.8% 0.1% to 2.0% 2100 22+57.95 28.50 697.73 2101 2102 Landing/Turning Space 4.90 0.0S 1.0% 0.1% to 2.0% 2101 22+64.88 36.50 697.82 2102 2103 Landing/Turning Space 6.00 0.08 1.3% 0.1% to 2.0% 2102 22+59.95 36.50 697.87 2103 2104 Sidewalk Running Slope 5.00 0.03 0.6% 0.5% to 5.0% 2103 22+53.95 36.50 697.95 2104 2105 Ramp Running Slope 5.00 -0.59 -11.8% 0.5% to 12.8% 2104 22+48.95 36.50 697.98 2105 2106 Ramp Running Slope 15.00 -1.75 -11.7% 0.5% to 12.7% 2105 22+43.95 36.50 697.39 2106 2107 Sidewalk Cross Slope 8.00 -0.12 -1.5% 0.5% to 2.0% 2106 22+28.95 36.50 695.64 2107 2108 Ramp Running Slope 15.00 1.74 11.6% 0.5% to 12.6% 2107 22+28.95 36.50 695.52 2108 2109 Ramp Running Slope 5.00 0.57 11.4% 0.5% to 12.4% 2108 22+43.95 28.50 697.26 2109 2110 Sidewalk Running Slope 5.00 -0.04 -0.8% 0.5% to 5.0% 2109 22+48.95 28.50 697.83 2110 2100 Landing/Turning Space 4.00 -0.06 -1.5% 0.1% to 2.0% 2110 22+53.95 28.50 697.79 2102 2111 Ramp Running Slope 63.50 4.43 7.0% 0.5% to 8.3% 2111 22+25.39 80.81 702.30 2111 2112 Ramp Cross Slope 6.00 0.09 1.5% 0.1% to 2.0% 2112 22+23.44 75.13 702.39 2112 2103 Ramp Running Slope 56.00 -4.44 -7.9% 0.5% to 8.3% Yes 2103 2110 Landing/Turning Space 8.00 -0.16 -2.0% 0.1% to 2.0% Yes 2104 2109 Ramp Cross Slope 8.00 -0.15 -1.9% 0.1% to 2.0% Yes 2200 2201 Landing/Turning Space 10.70 -0.20 -1.9% 0.1% to 2.0% Yes 2200 23+09.69 28.50 701.28 2201 2202 Landing/Turning Space 6.00 0.12 2.0% 0.1% to 2.0% Yes 2201 23+02.76 36.50 701.08 2202 2203 Landing/Turning Space 6.00 0.11 1.8% 0.1% to 2.0% Yes 2202 23+09.69 36.50 701.20 2203 2204 Ramp Running Slope 16.00 2.40 15.0% 2203 23+14.79 36.50 701.31 2204 2205 Ramp Cross Slope 8.00 -0.12 -1.5% 0.1% to 2.0% 2204 23+33.79 36.50 703.71 2205 2206 Ramp Running Slope 16.00 -2.24 -14.0% 0.5% to 15% 2205 23+33.79 28.50 703.59 2206 2200 Landing/Turning Space 5.00 -0.07 -1.4% 0.1% to 2.0% 2206 23+14.79 28.50 701.35 2203 2206 Landing/Turning Space 8.00 0.04 0.5% 0.1% to 2.0% 3100 3101 Landing/Turning Space 6.00 -0.12 -2.0% 0.1% to 2.0% Yes 3100 351+01.11 -12.50 705.48 3101 3102 Landing/Turning Space 4.00 0.06 1.5% 0.1% to 2.0% 3101 350+95.06 -13.05 705.36 3102 3103 Landing/Turning Space 6.00 0.10 1.7% 0.1% to 2.0% Yes _ 3102 350+94.77 -17.04 705.42 3103 3100 Landing/Turning Space 4.00 -0.04 -1.0% 0.1% to 2.0% 3103 351+00.76 -17.46 705.52 3200 3201 Ramp Running Slope 8.00 0.65 8.1% 0.5% to 8.3% Yes 3200 351+01.11 12.50 705.18 3201 3202 Ramp Cross Slope 6.00 0.09 1.5% 0.1% to 2.0% 3201 351+09.11 12.50 705.83 3202 3203 Ramp Running Slope 8.00 -0.65 -8.1% 0.S% to 8.3% Yes 3202 351+09.11 18.50 705.92 3203 3204 Landing/Turning Space 6.00 -0.08 -1.3% 0.1% to 2.0% 3203 351+01.11 18.50 705.27 3204 3205 Ramp Running Slope 6.00 0.46 7.7% 0.5% to 8.3% Yes 3204 350+95.11 18.50 705.19 3205 3206 Ramp Cross Slope 6.00 -0.09 -1.5% 0.1% to 2.0% 3205 350+89.11 18.50 705.65 3206 3207 Ramp Running Slope 6.00 -0.46 -7.7% 0.5% to 8.3% Yes 3206 350+89.11 12.50 705.56 3207 3200 Landing/Turning Space 6.00 0.08 1.3% 0.1% to 2.0% 3207 350+95.11 12.50 705.10 3200 3203 Landing/Turning Space 6.00 0.09 1.5% 0.1% to 2.0% 3204 3207 Landing/Turning Space 6.00 -0.09 -1.5% 0.1% to 2.0% 3300 3301 Landing/Turning Space 6.00 0.05 0.8% 0.1% to 2.0% 3300 324+92.65 -12.52 705.26 3301 3302 Landing/Turning Space 6.00 0.09 1.5% 0.1% to 2.0% 3301 324+98.65 -12.50 705.31 3302 3303 Landing/Turning Space 6.00 -0.05 -0.8% 0.1% to 2.0% 3302 324+98.65 -18.50 705.40 3303 3304 Ramp Running Slope 9.70 0.36 3.7% 0.5% to 8.3% 3303 324+92.65 -18.52 705.35 3304 3305 Ramp Cross Slope 6.00 -0.09 -1.5% 0.1% to 2.0% 3304 324+85.11 -23.90 705.71 3305 3300 Ramp Running Slope 16.70 -0.36 -2.2% 0.5% to 8.3% 3305 324+79.62 -21.50 705.62 3300 3303 Landing/Turning Space 6.00 0.09 1.5% 0.1% to 2.0% 3400 3401 Ramp Cross Slope 6.00 0.02 0.3% 0.1% to 2.0% 3400 324+92.65 12.50 704.84 3401 3402 Ramp Running Slope 6.60 -0.27 -4.1% 0.5% to 8.3% 3401 324+98.65 12.50 704.86 3402 3403 Landing/Turning Space 6.00 -0.09 -1.5% 0.1% to 2.0% 3402 324+98.65 19.07 704.59 3403 3404 Landing/Turning Space 6.00 -0.02 -0.3% 0.1% to 2.0% 3403 324+98.65 25.07 704.50 3404 3405 Landing/Turning Space 12.90 -0.05 -0.4% 0.1% to 2.0% 3404 324+92.65 N 25.29 784.48 3405 3406 Ramp Running Slope 10.00 0.55 5.5% 0.5% to 8.3% 3405 324+79.73 0 25.76 704.43 3406 3407 Ramp ss ope 6.00 3406 71 704.98 3407 3408 Ramp RnninglSlope 10.00 -0.37 -3.7% 0.5% to 8.3% 3407 3,69 50 -� 18..69 704.89 3408 3409 Landing/Turning Space 13.15 0.0S 0.4% 0.1% to 2.0% 3408 34'4it51 ('!'4 19.76 704.52 3409 3400 Ramp Running Slope 6.70 0.27 4.0% 0.5% to 8.3% 3409 324*91*5 W 19. ' 704.57 3402 3409 Landing/Turning Space 6.00 -0.02 -0.3% 0.1% to 2.0% n -< 3404 3409 Landing/Turning Space 6.00 0.09 1.5% 0.1% to 2.0% �C-) lD 3405 3408 Landing/Turning Space 6.00 0.09 1.5% 0.1% to 2.0% r X.. Xl- ENGLISH IOWA DOT DESIGN TEAM Snyder & Assosciates JOHNSON COUNTY PR03ECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER S.3 11/25/2014 1:30:06 PM mjclark ]:\2014 Pro]e Cts\114.0213\Cadd\11461U 102.%1Sm 113-10 10-15-13 SIDEWALK COMPLIANCE See S Sheets Does not include curb I Stakine required by Contracting Authority er Article 2511.03 of the Standard 5 ecificati ns. Staking FOR INFORMATION ONLY: Point to Point Sidewalk Designation [Diltnce- 4 Elevation Slope Acceptable Required Measured Initials Remarks VALUES USED TO DETERMINE DESIGNED SLOPES Constructed Range on this Slope Point Station Offset Elevation Quadrant? 4100 4101 Match Existing Cross Slope 5.00 -0.14 -2.8% Match Existing 4100 25+43.37 -23.50 715.46 4101 4102 Ramp Running Slope 4.00 0.33 8.2% 0.5% to 8.3% Yes 4101 25+38.37 -23.50 715.32 4102 4103 Ramp Running Slope 5.00 0.20 4.0% 0.5% to 8.3% 4102 25+38.36 -27.50 715.65 4103 4104 Ramp Cross Slope 6.00 0.09 1.5% e.i% to 2.0% 4103 25+33.36 -27.50 715.85 4104 4105 Ramp Running Slope 5.00 -0.19 -3.8% 0.5% to 8.3% 4184 25+33.38 -33.50 715.94 4105 4106 Landing/Turning Space 5.00 0.08 1.6% 0.1% to 2.0% Yes 4105 25+38.36 -33.50 715.75 4106 4107 Ramp Running Slope 4.60 -0.16 -3.5% 0.5% to 8.3% 4106 25+43.36 -33.50 715.83 4107 4108 Landing/Turning Space 4.00 -0.06 -1.5% 0.1% to 2.0% 4107 25+47.93 -33.28 715.67 4108 4109 Landing/Turning Space 5.70 -0.03 -0.5% 0.1% to 2.0% 4108 25+51.94 -33.25 715.61 4109 4110 Landing/Turning Space 8.10 0.07 0.9% 0.1% to 2.0% 4109 25+57.67 -33.50 715.58 4110 4111 Landing/Turning Space 4.00 0.06 1.5% 0.1% to 2.0% 4110 25+51.95 -27.50 715.65 4111 4112 Ramp Running Slope 4.60 0.03 0.7% 0.5% to 8.3% 4111 25+47.95 -27.49 715.71 4112 4100 Ramp Running Slope 4.00 -0.28 -7.0% 0.5% to 8.3% 4112 25+43.36 -27.50 715.74 4102 4105 Landing/Turning Space 6.00 0.10 1.7% 0.1% to 2.0% Yes 4102 4112 Landing/Turning Space 5.00 0.09 1.8% 0.1% to 2.0% Yes 4106 4112 Landing/Turning Space 6.00 -0.09 -1.5% 0.1% to 2.0% 4107 4112 Landing/Turning Space 6.00 0.07 1.2% 8.1% to 2.0% 4108 4110 Landing/Turning Space 6.00 0.04 0.7% 0.1% to 2.0% 4200 4201 Match Existing Cross Slope 4.60 -0.16 -3.5% Match Existing 4200 25+91.78 -29.32 715.97 4201 4202 Ramp Running Slope 11.00 0.83 7.5% 0.5% to 8.3% Yes 4201 25+89.54 -33.32 715.81 4202 4203 Landing/Turning Space 4.00 0.06 1.5% 0.1% to 2.0% 4202 26+00.57 -33.34 716.64 4203 4204 Ramp Running Slope 10.00 0.66 6.6% 0.5% to 8.3% 4203 26+04.57 -33.35 716.70 4204 4205 Match Existing Cross Slope 4.00 -0.10 -2.5% Match Existing 4204 26+09.57 -33.35 717.36 4205 4206 Ramp Running Slope 10.00 -0.50 -5.0% 0.5% to 8.3% 4205 26+09.66 -29.35 717.26 4206 4207 Ramp Running Slope 10.30 -0.05 -0.5% 0.5% to 8.3% 4206 26+04.58 -29.35 716.76 4207 4208 Ramp Cross Slope 4.30 -0.05 -1.2% 0.1% to 2.0% 4207 26+04.36 -19.69 716.71 4208 4209 Ramp Running Slope 8.50 0.84 0.5% 0.5% to 8.3% 4208 26+00.40 -21.48 716.66 4209 4200 Ramp Running Slope 8.80 -0.73 -8.3% 0.5% to 8.3% Yes 4209 26+00.58 -29.34 716.70 4202 4209 Landing/Turning Space 4.00 0.06 1.5% 0.1% to 2.0% 4203 4206 Landing/Turning Space 4.00 0.06 1.5% 0.1% to 2.0% 4206 4209 Landing/Turning Space 4.00 -0.06 -1.5% 0.1% to 2.0% 4300 4301 Match Existing Cross Slope 5.00 0.19 3.8% Match Existing 4300 25+38.41 28.50 716.28 4301 4302 Ramp Running Slope 5.50 0.16 2.9% 0.5% to 8.3% 4301 25+43.41 28.55 716.47 4302 4303 Landing/Turning Space 6.50 0.10 1.5% 0.1% to 2.0% 4302 25+43.42 34.03 716.63 4303 4304 Landing/Turning Space 5.00 0.07 1.4% 0.1% to 2.0% 4303 25+49.91 34.14 716.73 4304 4305 Landing/Turning Space 10.10 0.10 1.0% 0.1% to 2.0% 4304 25+55.01 34.24 716.80 4305 4306 Landing/Turning Space 5.70 0.03 0.5% 0.1% to 2.0% 4305 25+61.06 42.35 716.90 4306 4307 Ramp Running Slope 15.00 1.00 6.7% 0.5% to 8.3% 4306 25+55.29 42.24 716.93 4307 4308 Match Existing Cross Slope 5.00 0.10 2.0% Match Existing 4307 25+54.90 57.28 717.93 4308 4309 Ramp Running Slope 15.00 -1.21 -8.1% 0.5% to 8.3% Yes 4308 25+49.91 57.15 718.03 4309 4310 Landing/Turning Space 6.50 -0.07 -1.1% 0.1% to 2.0% 4309 25+49.91 42.15 716.82 4310 4311 Landing/Turning Space 5.00 -0.05 -1.0% 0.1% to 2.0% 4310 25+43.42 41.96 716.75 4311 4312 Ramp Running Slope 14.30 -0.78 -5.5% 0.5% to 8.3% 4311 25+38.42 41.93 716.70 4312 4313 Ramp Cross Slope 8.80 -0.12 -1.4% 0.1% to 2.0% 4312 25+24.99 037.27 715.92 4313 4314 Ramp Running Slope 13.60 0.75 5.5% 0.5% to 8.3% 4313 25+25.99 -28.50 715.80 4314 4300 Ramp Running Slope 5.40 -0.27 -5.0% 0.5% to 8.3% 4314 254J.42 433.93�726.55 4302 4314 Landing/Turning Space 5.00 -0.08 -1.6% 0.3% to 2.0% Yes •-,•• i 4302 4318 Landing/Turning Space 8.00 0.12 1.5% 0.1% to 2.0% TT1 Co G 4303 4309 Landing/Turning Space 8.00 0.09 1.1% 0.3% to 2.0% 4306 4309 Landing/Turning Space 5.40 -0.11 -2.0% 0.1% to 2.0% Yes Ci 4311 4314 Landing/Turning Space 8.00 -0.15 -1.9% 0.1% to 2.0% Yes ��Cn 4400 4401 Ramp Cross Slope 8.20 -0.03 -0.4% 0.1% to 2.0% 4400 25+88.991 - 42.85_ 717.07 4401 4402 Ramp Running Slope 4.70 0.35 7.4% 0.5% to 8.3% Yes 4401 25+�8>I57 "34.68717.04 4402 4403 Ramp Running Slope 6.20 -0.27 -4.4% 0.5% to 8.3% 4402 25+90.367 .=34.88 -'717.39 4403 4404 Landing/Turning Space 6.10 -0.05 -0.8% 0.1% to 2.0% 4403 25+96:81 ^29.16 717.12 4404 4405 Landing/Turning Space 2.50 -0.03 -1.2% 0.1% to 2.8% 4404 25+94.27 ^-25.97 717.07 4405 4406 Match Existing Cross Slope 4.80 -0.01 -0.2% Match Existing 4405 25+99.33 23.42 717.04 4406 4407 Ramp Running Slope 10.30 0.44 4.3% 0.5% to 8.3% 4406 26+03.39 20.88 717.03 4407 4408 Match Existing Cross Slope 8.00 0.17 2.2% Match Existing 4407 26+13.45 18.53 717.47 4408 4409 Ramp Running Slope 11.20 -0.46 -4.1% 0.5% to 8.3% 4408 26+13.26 26.64 717.64 4409 4410 Landing/Turning Space 2.00 0.03 1.5% 0.1% to 2.0% 4409 16+03.16 30.65 717.18 4410 4411 Ramp Running Slope 3.00 0.24 8.0% 0.5% to 8.3% Yes 4410 26+01.96 32.20 717.21 4411 4412 Landing/Turning Space 7.80 0.12 1.5% 0.1% to 2.0% 4411 26+00.94 35.07 717.45 4412 4413 Ramp Running Slope 10.00 0.64 6.4% 0.5% to 8.3% 4412 26+01.05 42.92 717.57 4413 4414 Match Existing Cross Slope 4.00 -0.09 -2.3% Match Existing 4413 26+01.26 52.74 718.21 4414 4415 Ramp Running Slope 10.00 -0.58 -5.8% 0.5% to 8.3% 4414 25+97.31 52.81 718.12 4415 4416 Landing/Turning Space 2.00 -0.03 -1.5% 0.1% to 2.0% 4415 25+97.10 43.00 717.54 4416 4400 Ramp Running Slope 6.50 -0.44 -6.8% 0.5% to 8.3% 4416 25+88.58 42.85 717.51 4402 4411 Landing/Turning Space 8.00 0.06 0.8% 0.1% to 2.0% 4402 4415 Landing/Turning Space 8.00 0.15 1.9% 0.1% to 2.0% Yes 4403 4410 Landing/Turning Space 8.00 0.09 1.1% 0.1% to 2.0% 4404 4406 Landing/Turning Space 4.00 -0.04 -1.0% 0.1% to 2.0% 4406 4409 Landing/Turning Space 8.00 0.15 1.9% 0.1% to 2.0% Yes 4412 4415 Landing/Turning Space 4.00 -0.03 -0.8% 0.1% to 2.0% ENGLISH IOWA DOT DESIGN TEAM Sn der & Assosciates JOHNSON COUNTYPROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER 5,4 0 J 204 W1107 w1106 _ 1205 p - 120 t W1106 - 1206 120 W1109 120 W7105 W1110 W 7104 I W7201 W1208 1\� 1 1200 W1103 W1102 Wn12 W1214 r O W1213 W11011 I J W1211 1209 w1N111 W1210 W1212 FIRST AVENUE - 1300W 1301 W1400 W1401 W1310W1302 1 1402 I^ -_ W1309 "•'«f - 140 N 14 o CJ l I W7308 KO N _ W Ir , I Ig• W130 W1305 1{W tD I i 140 W1306 W7406 _ „•3 � � I GOODWILL PARKING LOT cam L I SIDEWALK LAYOUT 0 10 FIRST AVENUE AND MALL DRIVE SCALE (FEET) ENGLISH IOWA DOT DESIGN TEAM a SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PRDJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER S,S HMP 11/25/2014 J;\2014_Projects\114.0213\Codd\CO-1140213_SO5. dgn Y\orinLdrivers\Color\V8iColorHalfWeidhtPOFnitcfn Y'\Den\dola.tbl Snyder 1Q0 HMP 11/25/2014 J:\2014_Projecls\114.0213\Codd\CD_1140213_SO6. dgn Y+\print_drivers\Color\V8iColorHol(WeightPDF.pltc fig Y:\pen\dele.tbl Snyder 1@0 og1ZS V F 220 2204 N M'1 220 220 220 00+1 220' 1 i 220 W 7 W � Q f W2101 2702 0 3100 20 3103 W21117D W210 \ \ 2109 2104 .- 2108 W2105 W3102./ W320 320 W3101 320 320 320 po�J w2107 2106 W2111,gov 320 320 yU W2112 320 91 740 330 _ 330 C-)� 1 { p 330 330 :I— 330 C_. -•- _ J- 3404r, 330 Q' 3400 340 Fiyr�NC F 340 340 340 001, H ...; s£ 340 ® 340 340 SIDEWALK LAYOUT 0u 10 FIRST AVENUE AND SCHOOL ENTRANCE I� SC&E (FEET) 340 ENGLISH IOWA OOT OESWN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY J"SM COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER S,6 HMP 11/25/2014 J:\2014_Projecls\114.0213\Codd\CD_1140213_SO6. dgn Y+\print_drivers\Color\V8iColorHol(WeightPDF.pltc fig Y:\pen\dele.tbl Snyder 1@0 J STREET r, 0 1DFORD DRIVE rT SIDEWALK LAYOUT ou +o FIRST AVENUE AND I� BRADFORD DRIVE SCnLE GEED ENGLISH I IOWA OOT I DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -3]I5(636)--]8-52 SHEET NUMBER SJ HMP 11/25/2014 J:\2014_Projects\114.0213\Codd\CO_1140213_50J.tlun v�....._� w........r.a.,..�m.r..�.......uw.....�onr ..... r.. Y:\nen\Cate.tbl Snyder 1:20 FNM TCH I Tma MT I occi an Tnam Cnvrio" R. Accnrimi- cc Tnr 7nhncnn mINTV I Pr inr+ Nirmhnr CTD -II_171 r( A 2(.\__ 7Li_ C7 I Choc+ Niimhor T 1 107-29 04-17-12 TABULATION OF TEMPLATE QUANTITIES AND ADJUSTMENTS Refer to Standard Plan EW -101 and RL -1B. w m O F Z V � H Z N V U O N J vii V m O O J u o J yr STATIONSTATION NJ �m DELL N �u gF oN �m �s .Jia a ut J a n in J 'a + 3 O V �+ O V J u � u 18 4 14 14 5 7 7 12404+00.0 696 55 641 641 26 34 34 r17+75.00 52 10 42 42 10 13 13 12405+00.0 551 50 501 501 37 48 48 79 14 65 65 7 9 9 12406+00.0 399 39 360 360 47 61 61 138 8 130 130 7 9 9 12407+00.0 211 29 182 182 72 94 94 241 11 230 230 15 20 20 12408+00.0 250 105 145 145 355 462 462 355 14 341 341 19 25 25 12409+00.0 360 184 176 176 709 922 922 491 7 484 484 15 20 20 12410+00.0 385 207 178 178 882 1147 1147 18+50.00 651 7 644 644 15 20 20 12411+00.0 254 138 116 116 779 1013 1013 CUT = 7,998 CV 18+75.00 794 7 787 787 16 21 21 12412+00.0 54 35 19 19 446 580 580 FILL + 30% = 14.713 CY 19+00.00 1039 17 1022 1022 17 22 22 12414+00.0 73 39 34 34 333 433 433 -6,715 CY 19+25.00 1274 30 1244 1244 17 22 22 12415+00.0 98 42 56 56 440 572 572 19+50.00 1209 17 1192 1192 12 16 16 12416+00. 87 43 44 44 578 751 751 19+75.00 1091 3 1088 1088 6 8 8 12417+80. 89 46 43 43 568 738 738 20+00.00 1274 17 1257 1257 6 8 8 12418+00. 88 47 41 41 567 737 737 20+25.00 1510 39 1471 1471 7 9 9 12419+00. 93 53 40 40 541 703 703 20+50.00 1593 46 1547 1547 12 16 16 12420+00. 100 59 41 41 492 640 640 20+75.00 1581 47 1534 1534 38 23 23 12421+00.0 99 62 37 37 434 564 564 21+00.00 1494 46 1448 1448 18 23 23 CUT = 23,604 CV 12422+00.0 96 65 31 31 412 536 536 21+25.00 1374 44 1330 1330 17 22 22 Fill + 30% = 498 V CY-1 12423+00.0 yy 68 31 31 415 540 540 21+50.00 167 5 162 162 2 3 3 23,106 CY 12424+80.0 104 72 32 32 424 551 551 21+53.23 1058 33 1025 1025 14 18 18 12425+00.0 119 72 47 47 421 547 547 21+75.00 1068 35 1033 1033 16 21 21 12426+00.0 140 73 67 67 395 514 514 22+00.00 486 17 469 469 7 9 9 12427+00.0 158 69 89 89 396 515 sly 22+12.71 434 16 418 418 6 8 8 12428+00.0 184 70 114 114 387 503 503 22+25.00 924 24 900 900 15 20 20 12429+00.0 236 71 165 165 329 428 428 22+50.00 829 17 812 812 11 14 14 12430+00.0 288 66 222 222 268 348 348 22+70.85 162 4 158 158 2 3 3 12431+00. 314 60 254 254 232 302 302 22+75.00 843 32 811 811 7 9 - 9 12432+00. 332 58 274 274 188 244 244 23+00.00 581 33 548 548 6 8 8 12433+00. 38 285 285 102 133 133 23+25.00 69 4 65 65 1 1 1 12434+00.06323 23+28.97 332 20 312 312 6 8 8 23+50.00 321 22 299 299 6 8 8 Shoo F1 Y 23+75.00 172 14 158 158 4 5 5 486+00.00 115 115 115 53 69 69 23+91.90 69 5 64 64 2 3 3 487+00.00 24+25.00 173 15 158 158 8 8 488+00.00 89 89 89 9 9 89 24+25.00 122 12 110 110 S 5 7 7 489+00.00 98 98 98 24+49.36 3 3 3 +. 4900000 r.a 24+50.00 491+00.00 109 109 109 93 8 85 85 6 8 8 134 134 134 24+75.ee 68 6 62 62 6 8 8 501+00.00 148 148 148 -+1 25+00.00 53 6 47 47 7 9 9 502+00.00 133 16 25+25.00 40 5 35 35 5 7 7 503+00.00 c;.7 25+43.36 504+00.00 96 96 96 96 _,� 505+00.00 58 58 58 - C] tD Mall 506+00.00 24 24 24 5 7 7 215+81.00 507+00.00 5 5 5 17 22 22 216+80.00 4 1 3 3 2 3 3 508+00.00 27 35 35 216+25.00 7 4 3 3 5 7 7 509+00.00 11 11 11 48 62 62 4 1 3 3 2 3 3 CUT = 203 CV 6 6 6 126 164 164 •• 216+30.00 27 10 17 17 8 10 10 Fill + 30% = 68 CV 510+00.00 190 247 247 _ r 216+50.00 40 13 27 27 9 12 12 135 CY 511+00.00 23 23 23 98 127 127 CJS 216+75.00 55 18 37 37 13 17 17 512+00.00 92 92 92 217+80.00 126 13 113 113 12 16 16 514+00.00 79 79 79 217+25.00 515+00.00 108 108 108 515+00.00 RR 517+00.00 99 99 99 CUT = 3,301 CY 12393+00. 518+00.00 96 96 96 FILL + 30% = 1.223 C V 12394+00. 185 14 171 171 2 3 393 519+00,00 93 93 1 1 1 2,078 CV 198 13 185 185 85 85 85 5 7 7 12395+00. 195 14 181 181 520+00.00 81 81 81 10 13 13 12396+00. 190 14 176 176 521+00.00 78 78 78 11 14 14 12397+00.0 195 15 180 180 522+00.00 75 75 75 9 12 12 12398+00.0 231 19 212 212 523+00.00 69 69 69 16 21 21 12399+00.0 332 28 304 304 1 1 1 524+00.00 63 63 63 29 38 38 12400+00.0 399 35 364 364 4 5 5 525+00.00 63 63 63 35 46 46 12401+00.0 542 43 499 499 6 8 8 526+00.00 63 63 63 41 53 53 12402+00.0 761 53 708 708 11 14 14 527+00.00 62 62 62 49 64 64 12403+00.0 FNM TCH I Tma MT I occi an Tnam Cnvrio" R. Accnrimi- cc Tnr 7nhncnn mINTV I Pr inr+ Nirmhnr CTD -II_171 r( A 2(.\__ 7Li_ C7 I Choc+ Niimhor T 1 GWr.I TCW I TnWG MT I nation Tram Cnvrlon A Accnci �+nc Tnc -1^kncnn MINTV I Drnirrt N—h— CTD- II_271 C/9Z1C.\__7L1_C7 I Cham Niimhrr T 7 107-29 04-17-12 TABULATION OF TEMPLATE QUANTITIES AND ADJUSTMENTS Refer to Standard Plan EW -101 and RL -1B. Q Z J oQf U m U w 0 H N J H 1/Q� U m U w 0 N STATION o s STATION F 5 ~ J O N Vf U w Q HQ m O H 3 O vai D u¢ O 3 O N J+ vJi J Q+ V V O V u 529+00.00 70 70 70 29 38 38 530+00.00 85 85 85 6 8 8 531+00.00 111 111 111 532+00.00 121 121 121 533+00.00 100 100 100 22 29 29 534+00.00 83 83 83 39 51 51 535+00.00 87 87 87 17 22 22 536+00.00 72 72 72 1 1 1 537+00.00 57 57 57 3 4 4 538+00.00 81 81 81 2 3 3 539+00.00 School 1 324+00.00 241 25 216 216 7 9 9 324+25.00 121 14 107 107 5 7 7 324+50.00 47 6 41 41 7 9 9 324+75.00 33 13 20 20 66 86 86 CUT = 449 CY 325+00.00 32 17 15 15 111 144 144 FILL + 30% = 271 CY 325+25.00 178 CY School 2 350+75.00 29 2 27 27 6 8 8 IIW 351+00.00 26 3 23 23 6 8 8 351+25.00 407 407 407 878 1141 1141 Detention a cn cA in -t2 DZ r .c- GWr.I TCW I TnWG MT I nation Tram Cnvrlon A Accnci �+nc Tnc -1^kncnn MINTV I Drnirrt N—h— CTD- II_271 C/9Z1C.\__7L1_C7 I Cham Niimhrr T 7 I I --- ------------ WATER MAIN FITTINGS Fitting Weight Total Total Water Main Notes: Fitting Locations Fir H r n m (lbs.) by count) Weight(lb) . \ 1. Provide sufficient tangent section 4. 0' L 11.25 Bend of 16" DIP between fittings near �lonnecl l6" PrgppSod 16" 158 7001+50.00 1 158Station 7003+19. ^hater am tg [xistmg 1 to 1 Sorr I .IOD 1 7005+00 2. Contractor to coordinate installation 5 00O ; 22.58end 1 4 land of upper borrelof fire hydrant of 16 178 178 7001+88.37 7003+21.517003+74.14 3 534 7004+8 Station 7003+76 with City water 1 erfl Valve 1qw -- r- department staff. City staff +4 I.RT - I,I J may choose l0 delp Installation \- 16" x " T 1 1 \ 45Bend tf•w+ LL's to of mover barrel until etour route 70 0 \1 2�� 16" 202 7001+18.31 7003+18.06 7004+92.33 7008+63.02 7008F81.62 5 101 removed. 1 11 n _cwt •' n O' ♦ / O 3. Ezisling 12" valve south n south 1 1+1 *% / / c0 connection point o isolate on plop sheet) main 1 OA Total 1702 4 x-� + may be utilizetl to isolate water main GOODWILL t ` - / 4 Pi N construction. Valve nearest north OF ®ON'Ai `ES \ 01 / / 5 I`` /' /, eG!e/ o connection is located in the interection //J' // /�♦ py/ of 1st Avenue and Wayne Avenue. 4 \ 1 Cn1A / ♦ i/ Contractor to coo -ter d water main 1 11 OV per/ 4 shutoff with tion water deportment stall 1 1 �° ♦ O ,64 Der specifications. City to provide 53 th // �ej/ In to property owners. t 1 / Qi / `��♦ Z 4. Contractor to maintain 5.5'cover at 16" o / ♦/ dry♦(/ IOW = the west end of the detention basin. \ 1\ I ` Fir H r n m / ♦ �6 / SCHpp� COM RICT y F \� apt, \ 1 I + ' : /♦ % /♦ Q '` i j ` • 4.14 •1 T o / � O • / / / / 16" 22.5° Rentl / y � / � ♦ 7003x21.57 o zD ----------------- ---- i / 4 1 .. 4+1 6 ___ J I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 / I Proposed RR Grade at Water 705 Pro __ 9 Sa Main ah Existing Grad705 e Track Grade at at Water Main ------ Water Main --_--� Proposed _ _ ____ Existing 6" �9 s ________ 700 Detour at Water Service 3 700 Water Main -�\ _ _- - - (Abandoned) o -___-- _ ----- Proposed Grade --- Tat Ave at Water 695,- Existing Fiber Optic Main 695 0 _ 4 ______ ________ � Imo -p Optic Prpd Fiber 0 / 690 vi 690 110 LF 0 '• tee, -sing / i 6" DIP / 685 water Main 685 680 68C 36" PRPD Storm Sewer � R7 F.L.=678.71 X75 675 rnrn•e 670 �67C Sewer 72"..63.53 ao ac WATER MAIN 665 F. 663.53 c 665 w Ub cp Ga. 660 w O w1 n n $ nt' e 8 8 S ^ o 66C 7000+0 1000+20 ]000+40 ] 7 0 7 ] I 7001+40 ) 01+60 7001+80 7002+00 7002+20 7002+40 7002+60 7002+80 7003+0 ] OA20 700}+40 7003+60 700]+80 7004+00 7004+20 7004"0 7004.60 7004+80 7005+00 7005+ 7005+40 7005+60 70 0 ENGLISH ]OMA DOi DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U'37151S36I--7B'52 SHEET NUMBER U.1 +n'- 11/25/2014 Y:\Den\dcle.tbl Snyder 1�4 Water Main Notes: f�J 1. Existing 12" valve south of south connection point (noted on plan sheet) may be utilized to rij isolate water main construction. Valve nearest cu north connection is located in the interaction of 7006+80 7007+00 7007+20 ]00]+40 ]007.60 1st Avenue and Wayne Avenue. Contractor ]006 60 7009+e0 7009+00 7009+20 to coordinate water main shutoff with City water DESIGN TEAM © SNYDER &ASSOCIATES deportment staff per specifications. City to JOHNSON COUNTY provide notification to property owners. - 2. Utilize existing main line tee, auxiliary valve r and piping between main and existing hydrant Y:\oen\doteAbl Snyder 1:40 during installation of new hydrant at Station o 7008+80.01, 36.68' RT. Add piping necessary to place new hydrant at location specified on the u7 plans. 0 Q z U r Q 715 710 705 700 695 690 685 680 675 Connect 16" Pr4a➢qgsfd 1 •• 4 n - - - - Wale, Main l0 txishng 16" W ter M in 006 1.62 007+00 7008+00 Sta. 7$08+81.62 16" Butterfly Valve _-- 7006+00 i I ! • 6'■ - le'r'+� le' le'■ tpr, µ'rT-- r M► f � 16" 45° Bend Existing Gas Ma n i Proposed Detour at Water Main I I / 15" PRPD St rm Sewer fQ.L.°698.84 /O/, SqN004 COM ©�/SrRcr'Tr Existing Grade at Wafer Main—�" Existing Adjacent Fiber School Optic Line Main / 16" DIP Water Main Provide18" Clearance from Propopsed 15" Storm lSewer to 16" Proposed ater Main Proposed Grade 1st Ave at Water Main 1—. - Z 0uu20 scKll� 7151 7101 f�J 0 0 o g s 6 70 rij Jam. --j cu 005 80 7006 00 ]006+20 ]006 40 ]006 60 7006+80 7007+00 7007+20 ]00]+40 ]007.60 7007+80 7008+00 7008+20 70 008 4 ]006 60 7009+e0 7009+00 7009+20 ;< rr, DESIGN TEAM © SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER U°2 - r r Y:\oen\doteAbl Snyder 1:40 7151 7101 0 0 o g s 6 70 S o C 6 70 005 80 7006 00 ]006+20 ]006 40 ]006 60 7006+80 7007+00 7007+20 ]00]+40 ]007.60 7007+80 7008+00 7008+20 70 008 4 ]006 60 7009+e0 7009+00 7009+20 ENGLISH IOWA DOT DESIGN TEAM © SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER U°2 HMP 11/25/2014 J:\2014_Proiects\114.0213\Gadd\OD_I140213_UO2.dan ,,.. _.:_,—..... I e:__. Y:\oen\doteAbl Snyder 1:40 Oe Ge NOTES \ O10' WIDE EARTH SPILLWAY AT ELEVATION 699.50. \ 2OOVERFLOW SPILLWAY OF ELEVATION 700.50 \ \\ OINSTALL 20'X12' CLASS E REVETMENT, SEE SECTION B -B \\ \\ ®INSTALL 25'X12' TRM, TYPE 2 \ (I)REMOVE 61 LF AND RELAY 35 LF OF PIPE AT 5.0/. \ OUTLET ELEVATION SALVAGE AND REINSTALL \ \ FES. INSTALL 12'X8'FLOW TRANSITION MAT OVER \ \ \ 20'X12' TYPE 2 TRH. \� \\ ©INSTALL 12'X8'FLOW TRANSITION MAT OVER •\ \ \ 20'X16' TYPE 2 TRM. ____ I 1 Y \ \ I \\ \\ i \ I \\ \ \\ MAINTAIN MINIMUM 5.5' ABOVE WATER MAIN. --------)e1 --� �, 11 _--------- —69]-- ;� \ 6 0.30% ____ ___ ---------_-_- _-_-_-_- 9 \ ( I TmZ�I EXISTING PARKING I LOT '. APPRO% K ROW 0% /� 5.0'T. — WOOD EXCELSIOR MAT RR DITCH 5.0' 6.0 5.0' EXISTING GRADE TYPICAL SECTION A -A FINISH GRADE 12' CLASS E REVETMENT 4,. 4.0' 4.0' 4.0' TYPICAL SECTION B -B i --� 5 COORDINATE WITH CITY ONE WEEK PRIOR TO COMPLETION OF GRADING ON BOTTOM OF BASIN. 3 CITY TO PERFORM SEEDING OF BOTTOM OF BASIN. 1 orf ------690------------------ — -/— --------------------- _696 ------ 0.30% —-------------------- ________________ --- --------------69)---------� / -------------------696_-----------"/ -------------------699_--------_—/ - - .................. — — — — — — — — — — .I—. I------- 700 � '--)oe- \\� w0\ ----)01----- A------------------- 70¢—/'��------------699----- ------------------- \ ------ 1-]02----- —--------------------------------------------- ---. . ")l „ na r r -r-- I I .. I , r - 0e I oe oe toe oe oe oe oe oe oe oe ae Oe Oe �Oe oe \ — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------- — — ....... -------------------------------------------------------------------------------------------------------------------- ] i \ J � DETENTION BASIN GRADING \ ) L ) SCALE (FEET) ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-37I5I636I--70-52 SHEET NUMBER U.3 NMP 11/25]2014 J:\2014-Projects\114.0213\Codd\CD-1140213-UO3.don Y:\oername.mi Snyder 1:40 INV.•695.58---� OUTLET PIPE INV. -695.13 POURED INVERTS �B" (MIN.) BEDDING 1 MODIFIED SW -513 INTAKE STRUCTURE 14.4 NO SCALE POSSIBLE SIDEWALK X 5' 12" •4 EPDXY COATED BARS AT 8" O.C. —._.—. HANDRAIL (LF) EMBED BARS 2" INTO TOP AND 4" INTO 4 4 WALL. IF =TF REMOVABLE ALUMINUM GRATE (54"x54") 4'OPENING 13 4 TOP OF RECESSED 3" INTO TOP OF STRUCTURE. POSSIBLE SIDEWALK W� TOP 14 WALL -698.13 ATTACH TO STRUCTURE WITH MINIMUM I 5 15 56.0 26 ELEV.699.00 ONE (1) BOLT PER SIDE. 6 12 INLET PIPE OVERFLOW WEIR 2 6 12 5 -INCH STANDPIPE 1" HOLES 6" RISER 17 2 6 12 ORANGE EXTENSION RISERWEIR WALL 698.13 6" OUTLET. PLACE BOTTOM ROW �4 BMS AT 6" O.C. E.W. OF HOLES AT ELEVATION 895.58. DRILL BMS 4" INTO WALLS DETENTION BASIN _ 0.5' AND BOTTOM, FILL WITH =WEIR EPDXY 15" RCP, LOW 95.6 FLOW INLET PIPE _ 15.6 0.3X - 30"7"CP INV.•695.58---� OUTLET PIPE INV. -695.13 POURED INVERTS �B" (MIN.) BEDDING 1 MODIFIED SW -513 INTAKE STRUCTURE 14.4 NO SCALE POSSIBLE SIDEWALK e4 6 12" PLM •4 0 18" C -C PLAN VIEW PROVIDE A MINIMUM OF 2 INCHES OF COVER FOR ALL REINFORCING. ENSURE ALL RISERS ME AN EQUAL HEIGHT AND ALL TREADS ME M EQUAL DEPTH WITHIN A FLIGHT OF STAIRS. lO MINIMUM RISER HEIGHT IS 4 INCHES. MAXIMUM RISER HEIGHT IS 7 INCHES Q MINIMUM TREAD DEPTH IS 11 INCHES. Q3 MATCH SIDEWALK WIDTH. (D CONSTRUCT CROSS SLOPE OF LANDING TO MATCH ADJACENT SIDEWALK. 05 SLOPE TREAD T/. MINIMUM TO 2X MAXIMUM IN ANY DIRECTION. © REFER TO U.11 SHEET FOR HANDRAIL MATERIAL AND DETAILS. LOCATION PARCEL NO. X F= II II II II II II II TREADQ Z —._.—. HANDRAIL (LF) 12 4 4 16 IF =TF 10 13 4 II II II II II II IL_1__ II _ IL I _1 I_T _ POSSIBLE SIDEWALK W� TH Q�rr, e4 6 12" PLM •4 0 18" C -C PLAN VIEW PROVIDE A MINIMUM OF 2 INCHES OF COVER FOR ALL REINFORCING. ENSURE ALL RISERS ME AN EQUAL HEIGHT AND ALL TREADS ME M EQUAL DEPTH WITHIN A FLIGHT OF STAIRS. lO MINIMUM RISER HEIGHT IS 4 INCHES. MAXIMUM RISER HEIGHT IS 7 INCHES Q MINIMUM TREAD DEPTH IS 11 INCHES. Q3 MATCH SIDEWALK WIDTH. (D CONSTRUCT CROSS SLOPE OF LANDING TO MATCH ADJACENT SIDEWALK. 05 SLOPE TREAD T/. MINIMUM TO 2X MAXIMUM IN ANY DIRECTION. © REFER TO U.11 SHEET FOR HANDRAIL MATERIAL AND DETAILS. LOCATION PARCEL NO. X RISEQi Y TREADQ Z AREA (SF) HANDRAIL (LF) 12 4 4 16 24.0 10 13 4 4 16 44.0 20 14 3 5 15 56.0 26 15 2 6 12 16 2 6 12 17 2 6 12 • REFER TO V SHEETS FOR DETAILS. �\ TYPE A CONCRETE STEPS WITH HANDRAIL ISOMETRIC 14.4 N08GLE 0 SECTION A -A i REFER TO DETAIL 1 ON SHEET U.5 4 FOR THICKENED SLAB DETAILS B x 6 SEAL JOINT (TYPICAL) 0 n;, 3 N 1 do SECTION A -A OPENING •5 REEINF. STL SEE PLANS FOR SIZE, - 6" 1,x..5. EACHWAY MATERIAL, LOCATION, AA-- W AND ELEVATION OF PIPE VARIES 4' -0" TO T-0" (SEE PLAN) ]. 2' P._ -0" TYF-rl C-) ' CONCRETE BASE ? " 8" (MIN�EDDING •524" 0 12" O.C., BASE AND DECK SECTION B -B 24" NOTES 1. LENGTH OF STRUCTURE SHALL BE MEASURED PARALLEL TO ROADWAY CENTERLINE. WIDTH OF STRUCTURE SHALL BE MEASURED PERPENDICULAR TO CENTERLINE. 3. MAXIMUM DEPTH FROM RIM ELEVATION TO FLOWLINE SHALL BE 6 -FEET. 2 CAST -IN-PLACE STORM MANHOLE WITH DECK AT SURFACE 14.4 NO scut: SPECIAL DETAILS I ENGLISH I IOWA DOT I DESIGN TEAM 6rJ SNYDER 8 ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -37151636I--70-52 I SHEET NUMBER U,4 I I HMP 11/25/2014 JI\2014 Projects\114.0213\Coda\CD_1140213_UO4.dPn ,,,,, ,,. m....e c,...n va.owu..uwe...,.,onr ..u,. r.. Y:\Pen\dcte.t51 Snyder t40 UPPER MAT •5 0 12" O.C. EACHWAY REFER TO DETAIL 1 ON SHEET U.5 LOCATION POINT LOWER MAT •5 0 6" O.C. EACHWAY FOR THICKENED SLAB DETAILS PLACE 1" EXPANSION MATERIAL 6 SEAL JOINT (TYPICAL) MATCH PAVEMENT SLOPE n;, PAVEMENT OPENING •5 REEINF. STL SEE PLANS FOR SIZE, - 6" 1,x..5. EACHWAY MATERIAL, LOCATION, AA-- W AND ELEVATION OF PIPE VARIES 4' -0" TO T-0" (SEE PLAN) ]. 2' P._ -0" TYF-rl C-) ' CONCRETE BASE ? " 8" (MIN�EDDING •524" 0 12" O.C., BASE AND DECK SECTION B -B 24" NOTES 1. LENGTH OF STRUCTURE SHALL BE MEASURED PARALLEL TO ROADWAY CENTERLINE. WIDTH OF STRUCTURE SHALL BE MEASURED PERPENDICULAR TO CENTERLINE. 3. MAXIMUM DEPTH FROM RIM ELEVATION TO FLOWLINE SHALL BE 6 -FEET. 2 CAST -IN-PLACE STORM MANHOLE WITH DECK AT SURFACE 14.4 NO scut: SPECIAL DETAILS I ENGLISH I IOWA DOT I DESIGN TEAM 6rJ SNYDER 8 ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -37151636I--70-52 I SHEET NUMBER U,4 I I HMP 11/25/2014 JI\2014 Projects\114.0213\Coda\CD_1140213_UO4.dPn ,,,,, ,,. m....e c,...n va.owu..uwe...,.,onr ..u,. r.. Y:\Pen\dcte.t51 Snyder t40 •5 AT 6" O.C.-18" LONG ,1" EXPANSION JOINT 6" MODIFIED SUBBASE I o•OJ TI �4 STIRRUP •51S a 6" O.C. •6 DRILL AND EPDXY ANCHOR 8" EMBED DRILL 1/2" WEEP HOLE AT 12" O.C. ALL SIDES STRUCTURE WALL THICKNESS VARIES BRIDGE BRIDGE FOOTING L SECTION A -A PLAN AT 12" O.0 AND EPDXY GROUT 'IDGE FOOTING JOINT QED JOINT c' LZI rn C'D g. , 24" - SIDEWALK I SW -541 AND MANHOLE THICKEND SLAB DETAIL SIDEWALK APPROACH SLAB DETAIL U.5 NO ScuE U.5 ist DETAILS ENGLISH IOWA OOT I DESIGN TEAM SNYOeH 8 ASSOCIATESCITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--IB-5Z SHEET NUMBER U.S HMa 11/25/2014 Jn201a Projects\114.0213\CaCC\CD-tt40213_UD5. d9^ v........r e.. .... .ei,... c.,.n va.awu.,uw..,,nronr ,.n. r„ `C\aen\dWe.tbi Snyder - TEE TO 8" SOLID WALL PVC SUBDRNN. 2% MINIMUM SLOPE A t NOTE: CASTING MATT 1. WITH SECTION DOT SPECIFIC UPPER & STEP REQUIRED. WALL / l A 1 LIGHT DUTTYY ,.-dy LIGHT D -4 REINFORCING BAR CENTERED IN SLAB PLAN VIEW PVC SUBDRAIN. 21. MIN SLOPE. SECTION A -A NOTE: 1. BOLT DOWN VANE TYPE GRATE MIN THICKNESS OF 1". 2. STRUCTURE MATERIAL TO COMPLY WITH SECTION 4149 OF THE IOWA DOT SPECIFICATIONS. 3. CONSTRUCTION OF STRUCTURE TO COMPLY WITH SECTION 2435 OF THE IOWA DOT SPECIFICATIONS. 36-38" 8-9" 34.75-36.75" I�6�7" I,LI���IrjI FLANGE FOR CSTANAREONNECTION SLOPE TO TICAL PIPE DI VERTICAL PIPE 6-B" 14 UPPER WALL CURB SIDEWALK TO INTAKE STRUCTURE LOWER WALL PLAN VIEW CURB CURB ...... c� SIDEWALK '*1 SIDEWALK '=C; FTI 48U .✓ I 'G7 MINIMUM �. IRDUCTILE IRON PIPE COVER TO INTAKE l0 " STRUCTURE --{C) I + d DUCTILE rn n: IRON © yy FITTING 1.-' DUCTILE IRONTO PVC COUPLING 8^ SOLID WALL PVC PIPE. MIN. 4F Y�lIIeP moi\ UPPER RETAINING WALL AREA INTAKE DETAIL �z1 LOWER WALL SIDEWALK INTAKE DETAIL NO BGALE U.8 NOSGLE DETAILS OF SIDEWALK INTAKE AND WALL AREA INTAKE ENGLISH IOWA DOT DESIGN TEAM j SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER U,6 HMP 11/25/2014 J:\2014 Projects\114.0213\Codd\C0_1140213_UD6.dgn —.....a Y-\nen\date.tbl Snyder 1'400 CONCRETE ARCHITECTURAL FORM LINER NOTES: A CONTRACTOR TO PROVIDE AND USE FORM LINER FOR CONCRETE WALL AND ABUTMENT IMPROVEMENTS AS SPECIFIED, FORM LINER SHALL HAVE A SPLIT FACE STONE TEXTURE, 3" WIDE PLANK, RANDOM DEPTH PATTERN. CONCEAL JOINTS AND PROVIDE A SEAMLESS FINISH FROM SIDE TO SIDE AND END TO END MEETING. B. THE FORM LINER SHALL COVER ALL EXPOSED CONCRETE ON THE FRONT FACE OF WALL;UNLESS OTHERWISE NOTED,AND EXTEND ONE FOOT BELOW FINISH GRADE. C. PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTION AND PRODUCT DATA. ALL MOCK-UP, STORAGE, HANDLING, ACCESSORIES, FABRICATION, PREPARATION, INSTALLATION AND CLEAN-UP TO COMPLY WITH MAUFACTURER'S SPECIFICATIONS, RECOMMENDATIONS AND REQUIREMENTS. 0. PROVIDE SHOP DRAWINGS INDICATING FORM LINER PATTERN, LAYOUT AND TERMINATION DETAILS. INDICATE DIMENSIONS, BACKUP, RUSTICATION AND REVEAL LOCATIONS. INCLUDE JOINTING, FORM TIE LOCATIONS, CORNERS, END LOCATIONS AND OTHER SPECIAL CONDITIONS. E. PROVIDE MATERIAL INFORMATION FOR FORM RELEASE AGENTS, JOINT SEALANTS AND CONCRETE MIX FOR APPROVAL. F. FIX HONEYCOMBING OR BUG HOLES AND SPALLED CONCRETE AS APPROVED BY THE ENGINEER. G. PRIOR TO BEGINING FORMWORK, PROVIDE A MOCKUP. ACCEPTED MOCKUP WILL BE STANDARD BY WHICH REMAINING WORK WILL BE EVALUATED FOR TECHNICAL AND AESTHETIC MERIT. H. APPROVED FORMLINER MANUFACTURERS ARE AS FOLLOWS: 1.GREENSTREAK GROUP 2. FITZGERALD FORMLINERS 3. DAYTON SUPERIOR 4.CUSTOM ROCK FORMLINER 5. CREATIVE FORM LINERS, INC. 6. OR APPROVED EQUAL. A. PRIOR TO BEGINING FORMWORK, PROVIDE A FULL SCALE 10'x10' MOCKUP USING JOB SPECIFIC MATERIALS, METHODS AND WORKMANSHIP. THESE INCLUDE CONCRETE MIX, FORMING SYSTEM (TIES, LINER, FORMWORK), FORM RELEASE AGENTS, PLACEMENT RATE, FORM PREASSURES, JOINT SEALING, VIBRATING AND STRIPPING PRACTICES. CROSS-SECTION SHALL BE REPRESENTATIVE OF TEXTURE, COLOR AND REVEAL. INCORPORATE FORMWORK ACCESSORIES AND MINIMUM ONE VERTICAL AND ONE HORIZONTAL FORM LINER JOINT. B. ACCEPTED FORMWORK MOCKUP TO BE STAINED TO SHOW EACH COLOR AND PATTERN REQUIRED. STAIN MOCKUP USING MATERIALS, PROCESSES, AND TECHNIQUES REQUIRED FOR THE WORK, INCLUDING CURING PROCEDURES AND SEALANT. INCORPORATE REPRESENTATIVE CONTROL, CONSTRUCTION AND EXPANSION JOINTS ACCORDING TO PROJECT REQUIREMENTS. C. MOCKUP TO BE FORMED, STAINED AND SEALED BY THE INSTALLERS WHO WILL ACTUALLY PERFORM THE WORK FOR THE PROJECT. D. THE AMOUNT OF CHEMICAL STAIN NEEDED PER SQUARE FOOT OF APPLICATION TO ESTABLISH COVERAGE RATES FOR THE WORK TO BE RECORDED AND SUBMITTED TO THE ENGINEER. E. PROVIDE ENGINEER AND OWNER A 7 CALENDAR DAY NOTICE PRIOR TO PERFORMING MOCKUP CONSTRUCTION. FORMWORK MOCKUP TO BE APPROVED BY ENGINEER AND OWNER PRIOR TO PROCEEDING WITH STAINING MOCKUP. STAINED MOCKUP TO BE APPROVED BY ENGINEER AND OWNER PRIOR TO PREFORMING RELATED WORK. F. ACCEPTED MOCKUP WILL BE STANDARD BY WHICH REMAINING WORK WILL BE EVALUATED FOR TECHNICAL AND AESTHETIC MERIT. MOCKUP TO REMAIN UNTIL COMPLETION OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUITABLE PROTECTIONS TO PREVENT DAMAGE TO MOCKUP. G. DEMOLISH AND REMOVE MOCKUP FROM SITE UPON ACCEPTANCE OF PROJECT OR WHEN DIRECTED BY ENGINEER. CONCRETE CHEMICAL STAINING NOTES: A. CONTRACTOR TO PROVIDE AND APPLY CHEMICAL STAIN TO ALL EXPOSED CONCRETE ON CONCRETE WALL AND ABUTMENT,AS NOTED ON THE PLANS. STAIN TO EXTEND TO ONE FOOT BELOW FINISH GRADE. B. CONCRETE MUST CURE A MINIMUM OF FOURTEEN DAYS BEFORE APPLYING TWO APPLICATIONS OF STAIN. STAIN SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED MINIMUM COVERAGE RATES. C.SURFACE OF CONCRETE SHALL BE PROPERLY CLEANED AND PREPPED PRIOR TO STAINING FOR PROPER STAIN ADHESION. CLEAN AND PREP SURFACE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, REQUIREMENTS AND SPECIFICATIONS. D. AFTER STAINING ACTIVITIES, PREP SURFACE AND APPLY AN ACRYLIC BASED SEALER IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, SPECIFICATIONS AND RECOMMENDATIONS. SEALER SHALL BE UV RESISTANT, INTENDED FOR USE FOR VERTICAL APPLICATIONS AND EXTERIOR CONDITIONS. E. STAIN TO PROVIDE A NATURAL STONE, ANTIQUED, MOTTLED AND VARIEGATED LOOK. THE CONTRACTOR SHALL SUBMIT FINAL STAIN COLOR AND APPLICATION TECHNIQUE FOR APPROVAL. CONTRACTOR TO ALLOW FOR UP TO THREE STAIN COLORS. APPROVED STAINS ARE AS FOLLOWS: 1. L.M. SCOFIELD COMPANY, LITHOCHROME CHEMSTNN CLASSIC IN STANDARD COLOR OPTIONS. 2. NEW LOOK INTERNATIONAL, WALL STAIN IN STANDARD SOLID AND TRANSLUCENT COLOR OPTIONS. 3. CONCRETE COATINGS, VIVID ACID STAIN IN STANDARD COLOR OPTIONS COR APPROVED EQUAL. F. PRIOR TO BEGINNING STAIN WORK, PROVIDE COLOR SAMPLES FOR COLOR SELECTION BY OWNER. THE CONTRACTOR SHALL ALSO PROVIDE A MOCKUP WITH SELECTED COLORS FOR APPROVAL BY ENGINEER AND OWNER. ACCEPTED MOCKUP WILL BE STANDARD BY WHICH REMAINING WORK WILL BE EVALUATED FOR TECHNICAL AND AESTHETIC MERIT. G. ALL MOCK-UP, STORAGE, HANDLING, PREPARATION, INSTALLATION AND CLEAN UP TO COMPLY WITH MANUFACTURER'S SPECIFICATIONS, REQUIREMENTS AND RECOMMENDATIONS. H. SUBMIT MANUFACTURER'S MAINTENANCE INSTRUCTIONS. B SECTION A -A VIEW OF FORM LINER NO u A BOTTOM OF WALL 3/4" MOLD -BONDED PL y A z FRONT FACE CONCRETE VIEW DETAIL U.] NO3CALE DETAILS OF FORM LINER ENGLISH IOWA DOT I DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-37I51636I--70-52 SHEET NUMBER U.] NMP 11/25/2014 J:\2014—Pro sects\114.0213\CoEL\C0.1140213—UO].UOn—..--- . ­111.,e:e..,. ..._:­­_._ Y:\oen\nete.tbl Snvd, 1:000 3/4• m 3W 1/2* 314' 1N' 117 0' in' p 1n• 31P 112• Ol �I 112' a, *l 0' 1N' )W--71 (S1 3H' O• tn` I 0` 1N' D 6 0• 314' 1n' " - -- 3N' 3N• .- 1n' 0• 1l4' 0' W. 1/2 3/1' 1N' 314• l _ 1rz' 314' 112' y A z FRONT FACE CONCRETE VIEW DETAIL U.] NO3CALE DETAILS OF FORM LINER ENGLISH IOWA DOT I DESIGN TEAM © SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-37I51636I--70-52 SHEET NUMBER U.] NMP 11/25/2014 J:\2014—Pro sects\114.0213\CoEL\C0.1140213—UO].UOn—..--- . ­111.,e:e..,. ..._:­­_._ Y:\oen\nete.tbl Snvd, 1:000 GENERAL ALUMINUM GUARDRAIL AND HANDRAIL NOTES A. IDOT SECTION 2414.06 SHALL APPLY TO THIS WORK. B. ALUMINUM MATERIAL SHALL BE 6061-T6. SHIM MATERIAL SHALL BE 304 STAINLESS STEEL. FASTENERS SHALL BE 6061-T6 MEETING ASTM 8316-68. C. BOTTOMS OF POSTS SHALL BE BEVELED TO ACCOMODATE THE TRANSVERSE SLOPE AND VERTICAL CURVE, SO THAT THE POSTS ARE VERTICAL. RAILS AND PANELS SHALL FOLLOW THE GRADE. COORDINATE WITH STRUCTURAL PLANS. D. FINISH: ALL RAILS SHALL BE FREE FROM BURRS AND ROUGH EDGES. THE RAILS SHALL HAVE NATURAL FINISH. E. ANCHOR BOLTS SHALL BE 18-8 STAINLESS STEEL SET IN DRILLED HOLES USING EPDXY GROUT, EPDXY GROUT SHALL BE APPROVED IN THE IDOT MATERIAL I.M. 491.11. EPDXY GROUT TO BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, REQUIREMENTS, AND SPECIFICATIONS. RAIL POST TO BE SET IN LAYER OF CAULK. F. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO CONSTRUCTION. ALL WELDED FRAMI OF L3n3n3/1 BOLTED TO POS' 8" TYP., UNLESS OTHERWISE NnTFn U END PANEL DETAIL U.B NO BCALE io M TO BACK OF POSTS. �1 ELEVATION OF OUTSIDE OF POST U.B HO BCALE m ELEVATION OF INSIDE OF POST W scut: ALUMINUM MESH.HORIZONTAL WIRES TO FOLLOW GRADE DETAILS OF ALUMINUM GUARDRAIL ENGLISH I IOWA DOT I DESIGN TEAM 61 SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--)0-52 I SHEET NUMBER U,S I i HMP 11/25/2014 JI\2014 Projects\»4.0213\Codd\CD_1140213_UOB.aa" —_.,_, ..,.._._. o.__.. I._... ,.o.ow.._i•,o_._.,o,.r _i._._ "'\oen\tla:e.tDl S,yder 1400 3" DIA x 1/4" 1/4"04 SELF -TAPPING ALUMINUM TUBE S.S. SCREW 2 PER POST ___I_ ----'FRAME 3/8 ALUMINUM FRPME FOR MESH I 4x4.1/4 SQUARE ALUMINUM TUBE I I I I I I I I 2"x2"xl/4" n r ALUMINUM WIRE r MESH i IIII III1/4x2x5 BENT ALUMINUM PLATE WELDED TO POST II, /C3xl.5, ALUMINUM PLATE. PROVIDE 1/8" THICK DRILL NEOPRENE PAD UNDER DIA. THE ALUMINUM BASE PLATE 1/4" WEEP HOLE TO PROTECT FROM CONCRE I (4) 5/8" DIA x 8" STAINLESS STEEL I THREADED ROD WITH NUT. U u SET IN DRILLED HOLES WITH EPDXY GROUT. 7" 1/4"x4" TOP PLATE SEAL WELD TO TOP OF POST 1/4"x14 SELF -TAPPING S.S. SCREW 2 PER POST 1/4".10x2 3/4 SEAL WELD TO TOP OF POST CURVE CUT POST TO FIT PLATE AND RAIL X21 POST -RAIL CONNECTION U.B NO $GPLE N r` 10" 1.5" 3.5" 3.5" 1.5" WELD 4x4 x1/4 SQUARE ALUMINUM TUBE TO PLATE a i/I N v a ALUMINUM BASE PLATE DETAIL u.e N09G E V N N DETAILS OF —iC: to N (4) 1" DIA. HOLES -i r T 5/8" ALUMINUM BASE PLATE 3" 4" 3" 1/4" TUBE �i1 TYPICAL RAIL SECTION NEAR POST a ALUMINUM BASE PLATE DETAIL u.e N09G E 03 No scw E DETAILS OF —iC: to ,7< -i r .. �i1 TYPICAL RAIL SECTION NEAR POST a ALUMINUM BASE PLATE DETAIL u.e N09G E u.e No scw E DETAILS OF ALUMINUM GUARDRAIL ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER U,9 r,. 1'/25/2014 J:\2014-Projects\114.0213\Codd\CD-1140213-UO9.dgn Y'\print drim a\81ack_Gray\VaiRWHalfWeiehtPDE.nitcfn Y:\pen\Cate.lbl Snyder 1'400 4".4" SQUARE ALUMINUM TUBE WITH 1/4" WALL - 4 1/x2.5 BENT ALUMINUM PLATE. WELD TO ALUMINUM TUBE— ` 2 i [� SECTION A 1 NO BCAIE III 1/4" GAP (2) 3/8" DIA ALUMINUM SLOTTED COUNTERSUNK CAP SCREW WITH NUT ,C3".1.5". ALUMINUM TOP RAIL JOINT WarsAe .UMINUM M PIPE NU I L' MNAIMUM JUIN I SPACING • 25'. MAX. DISTANCE FROM POST SHALL BE 1'-6" 3/8"x3"x3" ALUMINUM PLATE W/ 3/4" DIA. HOLE N GROVE WELD TO ANGLE (2 SIDES) o LS �^ 2- w CD G 1 c'� �n -2".2"x1/4" ALUMINUM WELDED WIRE FABRIC EASE ALL ED 'O , WELDED TO ALUMINUM FRAME. DIA. ALUMINUM BOLT DOUBLE NUT AND WASHERS TIGHT ON ONE SIDE AND 1/4'. END PLATE ON OTHER TO PROVIDE CUT TO IT AND Ian. Mrnmur.T WELDED TO RAIL, ry TYP. EA. WIRE �a1 END OR TOP RAIL DETAIL 1 NO SCKE 3" DIA x 1/4" WALL ALUMINUM TUBE (2.5" I.D.) DETAILS OF ALUMINUM GUARDRAIL ENGLISH I IOWA DOT I DESIGN TEAM �. SNYDER $ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--78-52 SHEET NUMBER U.10 MMP 11/25/2014 Jl\2016 Projects\114.0213\Codd\CD"11s0213_U10.dgn v—...� n...", u.r.. Y:\pen\dote.lE1 Snyder 1:400 I I 5"X5"X 1/4" THICK ALUMINUM SECURE HAND RAIL TO MOUNTING PLATE WELDED TOP OF PAVEMENT TO HANDRAIL POSTS. PROVIDE USING 3/8" • 3-3/4" STAINLESS STEEL (� 1/8" THICK NEOPRENE PAD UNDER THREADED ROD WITH NUT. SET IN I \ \ THE ALUMINUM BASE PLATE. GRILLED HOLES WITH EPDXY GROUT. (MINA PER MOUNTING PLATE) 12" LESS THAN 27" SIDEWALK, SEE STRUCTURAL PLANS \ FOR STAIR DETAILS. LESS THAN GENERAL ALUMINUM HANDRAIL NOTES 27 A. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS IN ACCORDANCE WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. B. WHERE HANDRAILS RUN ADJACENT TO A WALL, HANDRAIL SHALL BE SET WITH A MINIMUM OF 11/2" CLEARANCE BETWEEN WALL AND HANDRAIL. C. PROVIDE A MINIMUM OF 3'-0" CLEARANCE BETWEEN HANDRAILS ON EITHER SIDE OF STAIRS. D. SEE SHEET U.8 FOR ADDITIONAL GENERAL NOTES. �1 ALUMINUM HANDRAIL AT STAIRS U.1 NO SCALE 34" .A DETAIL A ■ SEE STRUCTURAL PLANS FOR WALL DETAILS, WHERE APPLICABLE. PROVIDE POSTS MAX. 5'0.C. SEE DETAIL A I ALUMINUM GUARDRAIL AT WEST BRIDGE NO s ALUMINUM GUARDRAIL AT STEP IN WALL HEIGHT N0 SCAIE 3" TYP. VARIES SEE STRUCTURAL PLANS —2" TYP. - m C7 z< rn r FOLLOW 6R PANELS SHALL SEE STRUCTURAL PLANS FOR SLOPE INFORAMTION. POSTS SHALL REMAIN VERTICAL. BEVEL EDGE AS NECESSARY TO ACCOMODATE SLOPE, SEE STRUCTURAL II II II �` PLANS FOR SLOPE INFORAAITION. B U 0 ,U U I MAKE EVEN WITH ADJACENT PANEL ALUMINUM GUARDRAIL AT STAIRS Nos I DETAILS DETAILS OFF ALUMINUM GUARDRAIL AND HANDRAIL ENGLISH I IOWA DOT I DESIGN TEAM '- SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER U.11 HMP 11/25/2014 J\2014 Prolecta\114.021]\Cetltl\Q_.a02"3_„1.09^ Y:\oriet_Eri--\Rl.,Y Gnr\vRIRwNmiwelnmFn[„e.b. Y:\Oen\tlete.tbl SnvEer 1400 FIRST AVENUE 1 19 i 100. / Xf)• V4 A 0U n L w % A C--) l.0 1 �r i/ BERM;• V 1N �4.310�, 00. V PROPOSED t SECTION A -A t Mo scud 5.0 EXISTING GROUND LEGEND: 0 10 PROPOSED DRAINAGE DIRECTION EXISTING DRAINAGE DIRECTION BERM DETAILS SCALE (FEET' ENGLISH IOWA OOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -3715f6361--70-52 SHEET NUMBER U.12 HMP 11/25/2014 J:\2014 Projects\114.0213\Gadd\CD_1140213- Ul; c, Y.\...,..1 Y:\pen\date.lhl Snyder 1+20 80'-10" SPAN Q I RRRRGWFST ABUTMENT (FIXED) T/R ELEV. 705.40 BOTTOM OF CAP ELEV. 686.52 HP12x53 60 TON DRIVEN TO ROCK ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES, INC. 78'-61" FA. TO FA. ALONG R.R. C.L. ROADWAY BRIDGE ELEVATION FHO - r0 C F,yO aL� RINC 7BRIDGE PLAN I CITY of IOWACin AST ABUTMENT (EXP.) 705.30 BOTTOM OF CAP ELEV. 679.68 DESIGN DATA AREMA SPECIFICATIONS E-80 LIVE LOAD W/IMPACT WORKING STRESS DESIGN METHOD REINFORCED CONCRETE: F'c = 4,000psi Fy = 60,000psi STRUCTURAL STEEL Fy = 50,000psi fs = 27,500psi ASTM A588 DEFLECTION CRITERIA L/640 ROADWAYVERTICAL CURVE RAILROAD VERTICAL CURVE �w•y,••, pWF:' `'�SbNAI f� P.I. STA. 20+27 P.I. STA. 12412+70 EEV. 679.12 ELEV. 705.85 V 275' VC 300' G1 —6.009 G1 +0.75% G2 +8.00% G2 —0.50% K 20.0 M —0.47' N r� -n C) I "' C ROADWAY TRAFFIC ESTIMATE CURRENT ADT: 13,700 VPD (2012) FUTURE ADT: 18,000 VPD (2030) TRUCKS: 2% BRIDGE DESIGN: K: J40 1059) ;Z ` o� "�"u wrs ar n« ms ar v"aiLY 1°�O Nov. 24 2014 sma x .wnm P4 a rummx xn loan �w•y,••, pWF:' `'�SbNAI f� V.01-VA7oxwnnra sa GENERAL BRIDGE PLAN \COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPERATION CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 ESTIMATE OF BRIDGE QUANTITIES I ITEM NUMBER I ITEM I UNIT 12 ABUTS.ISUPERSTR, I TOTAL BID ITEM NOTES 2403-0100010 CONCRETE, STRUCTURAL (BRIDGE) A. CLASS C CONCRETE SHALL BE USED FOR THE SUBSTRUCTURE. CLASS D-57 SHALL BE USED FOR THE SUPERSTRUCTURE. B. THE COST OF FURNISHING ALL MATERIALS, EQUIPMENT, AND LABOR REQUIRED TO ACCOMPLISH THE FOLLOWING WORK SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM: BRIDGE DRAINS AS SHOWN ON THE PLANS PREFORMED JOINT FILLER FORM LINER C. THE CONTRACTOR SHALL SUPPLY CERTIFIED PLANT INSPECTION FOR STRUCTURAL CONCRETE ON THIS PROJECT IN ACCORDANCE WITH SECTION 2521 OF THE STANDARD SPECIFICATIONS. B. IF THE CONTRACTOR CHOOSES TO USE STAY IN PLACE FORMS, THE COST OF SUCH FORMS SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. E. THE CONTRACTOR SHALL SUPPORT THE STRUCTURAL STEEL LATERALLY DURING THE DECK POURING OPERATION. THE DIAPHRAGMS MAY BE USED FOR THIS PURPOSE. COST FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO STRUCTURAL CONCRETE. 2404-7775000 STEEL. REINFORCING A. APPLIES TO REINFORCING STEEL IN THE SUPERSTRUCTURE. 2404-7775005 STEEL, REINFORCING, EPDXY COATED A. ALL REINFORCING STEEL IN THE ABUTMENTS IS TO BE EPDXY COATED. 2408-7800000 STEEL, STRUCTURAL A. INCLUDES FURNISHING AND ERECTING STRUCTURAL STEEL SUPERSTRUCTURE AND ABUTMENT BEARINGS. C. STRUCTURAL STEEL USED FOR THE BEAMS AND SPLICE PLATES SHALL CONFORM TO ASTM A588. OTHER STRUCTURAL STEEL NOT DESIGNATED MAY BE ASTM A36W STRUCTURAL STEEL. PAINTING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE NOTES ON SHEET V.13. D. COST OF INSTALLING AND REMOVING NECESSARY FALSEWORK REQUIRED TO ERECT THE STRUCTURAL STEEL AND POUR THE DECK SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. E. 2414-6460000 ORNAMENTAL METAL RAILING A. FOR ORNAMENTAL METAL RAILING, PAYMENT WILL BE THE QUANTITY SHOWN IN UNEAR FEET IN THE CONTRACT DOCUMENTS, FROM END TO END OF RAILING. B. FOR ORNAMENTAL METAL RAILING, THE CONTRACTOR WILL BE PAID AT THE CONTRACT UNIT PRICE PER LINEAR FOOT MEASURED AS SPECIFIED ABOVE. THIS PAYMENT SHALL BE FULL COMPENSATION FOR FURNISHING AND INSTALLING ALUMINUM HANDRAIL ON THE BRIDGE INCLUDING NECESSARY ANCHORS, DRILLING AND SHIMS, AS DETAILED IN THE PLANS. 2501-5425053 PILING, FURNISH AND DRIVE STEEL BEARING HP12X53 A. THE ESTIMATED LENGTH FOR PILING. FURNISHING STEEL BEARING, HP12X53 IS: WEST ABUTMENT: 54 0 35 FEET EAST ABUTMENT: 7D 0 25 FEET 2501-0201253 PILING, STEEL SHEETING A. THIS ITEM INCLUDES INSTALLING 15' LONG PZ27 SHEETING IN THE WEST ABUTMENT AS SHOWN ON THE PLANS. 2499-9000000 MODULAR EXPANSION JOINT ASSEMBLY A. SEE SHEET V.13 FOR EXPANSION JOINT DETAILS. B. EXPANSION JOINT MATERIAL SHALL BE ASTM A36 STRUCTURAL STEEL. C. ALL COMPONENTS OF JOINT SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH SECTION 4100.07 OF THE IDOT STANDARD SPECIFICATIONS. D. SECTION 2408 OF THE SPECIFICATIONS SHALL APPLY TO THE FABRICATION. E. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAL FOOT FOR THIS ITEM. THE PRICE FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR SHALL BE FULL COMPENSATION FOR THIS WORK. 2599-9999014 WATERPROOFING MEMBRANE A. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE FOOT FOR THIS ITEM. THE PRICE FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR SHALL BE FULL COMPENSATION FOR INSTALLING WATERPROOFING MEMBRANE AS PER PLAN. B. SEE SHEET V.OB FOR DETAILS C. WATERPROOFING MEMBRANE SHALL BE 3/32" THICK TYPE I(IIR) AS SPECIFIED IN CHAPTER 29, SECTION 2.3 OF A.R.E.M.A. SPECIFICATIONS. D. WATERPROOFING MEMBRANE SHALL NE PLACED AS SPECIFIED IS CHAPTER 29, SECTION 2.9 OF AREMA SPECIFICATIONS. 2599-9999014 ASPHALT PLANK A. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE F00T FOR THIS ITEM. THE PRICE FOR FURNISHING ALL MATERIAL, EQUIPMENT AND LABOR SHALL BE FULL COMPENSATION FOR INSTALLING ASPHALT PLANKING AS PER PLAN. B. SEE SHEET V.08 FOR DETAILS C. 2 Y, INCH LAYERS OF ASPHALT PLANK SHALL BE PLACED OVER THE WATERPROOFING MEMBRANE. ASPHALT PLANKS SHALL MEET THE REQUIREMENTS OF CHAPTER 29, SECTION 2.4 OF A.R.E.M.A. SPECIFICATIONS. ENGLISH L IOWA DDT DESIGN TEAM SNYDER & ASSOCIATES, INC. GENERALNOTES THIS BRIDGE IS DESIGNED FOR COOPER'S E-80 LOADING WITH IMPACT FOR DIESELS PLUS PROVISION FOR ONE FOOT OF ADDITIONAL BALLAST. THE DESIGN IS FOR A 82' DOUBLE TRACK COMPOSITE STEEL BOX GIRDER WITH VAULTED ABUTMENTS. THE CONTRACTOR SHALL STOP ALL CONSTRUCTION ACTIVITY WITHIIN 25' OF THE RAILROAD ANYTIME A TRAIN PASSES. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THE UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE UTILITIES FOR NECESSARY MODIFICATIONS. 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 OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. R 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 SUCH WORK. SOUNDING AND TEST BORING DATA SHOWN ON THESE PLANS WERE ACCUMULATED FOR DESIGNING AND ESTIMATING PURPOSES. THEIR APPEARANCE ON THE PLANS DOES NOT CONSTITUTE A GUARANTEE THAT CONDITIONS OTHER THAN THOSE INDICATED WILL NOT BE ENCOUNTERED. FIRES FOR THE DISPOSAL OF RUBBISH ON THE SITE ARE EXPRESSLY PROHIBITED. NO DEMOLITION DEBRIS SHALL BE LEFT ON SITE. 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. NO PAYMENT 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 OR APPROVED BY THE ENGINEER. SHOP DRAWINGS AND SUBMITTALS: ALL SHOP DRAWINGS AND FALSEWORK DRAWINGS THAT REQUIRE APPROVAL SHALL BE SUBMITTED TO: CITY OF IOWA CITY 410 E. WASHINGTON STREET IOWA CITY, IOWA 52240 THE FOLLOWING IS A LIST OF REQUIRED SUBMITTALS: DECK FORMING PROCEDURE PILE DRIVING EQUIPMENT DATA HANDRAIL SHOP DRAWINGS STRUCTURAL STEEL SHOP DRAWINGS SPECIFICATIONS DESIGN: MANUAL FOR RAILWAY ENGINEERING, A.R.E.M.A., 2014 CONSTRUCTION: STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES OF 2012, PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS, IOWA DEPARTMENT OF TRANSPORTATION AND MANUAL FOR RAILWAY ENGINEERING, A.R.E.M.A., 2014. IN THE CASE OF CONFLICT A.R.E.M.A. SHALL PREVAIL. DESIGN LOADING: LIVE LOAD: COOPER E-80 IMPACT: AREMA 2014 FOR DIESELS OTHER LOADS: AREMA 2014 DESIGN STRESSES: DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH THE AREMA, 2014, MANUAL FOR RAILWAY ENGINEERING STRUCTURAL STEEL IN ACCORDANCE WITH CHAPTER 15, ASTM A588. Fy=50,000 psi STRUCTURAL CONCRETE IN ACCORDANCE WITH CHAPTER 8, SUPERSTRUCTURE: IDOT CLASS D-57, F'c=5,000 psi SUPSTRUCTURE: IDOT CLASS C, F'c=4,000 psi REINFORCING STEEL: ASTM A615, GRADE 60, Fy=60,000 psi i BRIDGE 'xl ..i g lTl a -- -i F `'Y- :<F- iTl 1 T1 �J BRIDGE NOTES AND QUANTITIES COMPOSITE STEEL BOX GIRDER 80' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP—U-3715(636)--70-52 ELEV T/R SOUTH T/R NORTH ELEV. 705.40-\ ELEV. 705.401 TA. 20+81.68 g•_5" 8'-5" 34.71' LT. STA. 20+35.51 4 '-0" 15'-: TOP OF ABUTMENT P N C.L. ABUTMENT P 15.0. QO // n °-gin 701.50 86.52 ENED ENDS TO NOTE: PROnI.E OF m � Q�ENT END MATCH e %z�,,! e _ TA. 20+81.68 g•_5" 8'-5" 34.71' LT. STA. 20+35.51 4 '-0" 15'-: TOP OF ABUTMENT P N C.L. ABUTMENT P 15.0. QO // n °-gin 701.50 86.52 C.L. BEARING ELEV. 698.61 - CONSTRUCTION JOINT 0 SHEETING c 8j1 LAP WITH 10a4`I 8j1 LAP WITH 10a3 CREATE HOLE THROUGH SHEETING FOR BARS BOTTOM OF WALL- ELEV. 681.00 15' LONG STEEL - SHEETING, PZ27 C.L. ABUI BE J"DEEP FORM LINER CONSTRUCTION JOINT 0 SHEETING Bjt LAP WITH 10a4� Bji LAP WITH 1003-1- CREATE 0a3� CREATE HOLE THROUGH SHEETING FOR BARS 8-c- BOTTOM WALL BOTTOM . WALL ELEV. 681.00 15' LONG STEEL 1 Oat �10a1 ELEV. 686.52 '-0" 1'-6" ELEV. 686.52 9- 1 15'-0" 16 TNT S TION HP12x53 N n cr+ C^} �} W 6h6 OR 7 Irl 4�1 10x3 I I \-ELEV. 686.52 V,HP12x53 SHEETING, PZ27 1I� W kTABUTMENT WING SECTION COMPOSITE T EL BOX GIRDER 82'SPAN SHEETING DOUBLE TRACK SKEW 27' RH G PZ27 IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION ABUTMENT PILE CAP PLAN CITY OF IOWA CITY ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES, INC. CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 V 03 m � e e _ e o � ^ o I ^ I n of2 = I I = = 2 = I = I = I = = o f o I o m in o N 5'-0" 5'-0" -7 STEEL 20'-0" 19'-5" 20'-7" 15'-3" 15' LON ao'—o• C.L. BEARING ELEV. 698.61 - CONSTRUCTION JOINT 0 SHEETING c 8j1 LAP WITH 10a4`I 8j1 LAP WITH 10a3 CREATE HOLE THROUGH SHEETING FOR BARS BOTTOM OF WALL- ELEV. 681.00 15' LONG STEEL - SHEETING, PZ27 C.L. ABUI BE J"DEEP FORM LINER CONSTRUCTION JOINT 0 SHEETING Bjt LAP WITH 10a4� Bji LAP WITH 1003-1- CREATE 0a3� CREATE HOLE THROUGH SHEETING FOR BARS 8-c- BOTTOM WALL BOTTOM . WALL ELEV. 681.00 15' LONG STEEL 1 Oat �10a1 ELEV. 686.52 '-0" 1'-6" ELEV. 686.52 9- 1 15'-0" 16 TNT S TION HP12x53 N n cr+ C^} �} W 6h6 OR 7 Irl 4�1 10x3 I I \-ELEV. 686.52 V,HP12x53 SHEETING, PZ27 1I� W kTABUTMENT WING SECTION COMPOSITE T EL BOX GIRDER 82'SPAN SHEETING DOUBLE TRACK SKEW 27' RH G PZ27 IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION ABUTMENT PILE CAP PLAN CITY OF IOWA CITY ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES, INC. CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 V 03 ELEV 29AIA ELEV. T/R NORTH T/R SOUTH ELEV. 705.30-\ ELEV. 705.30-V GROUND UNE / I 683.50 ABUTMENT ELEVATIONua WAFFLE & MASTIC DRAINAGE ELEV. 679.68 SYSTEM (TO BE APPROVED 0 `D 8VI BY ENGINEER) I IS" d 4"O PERFORATED PVC ^\ v� ^ p" STORM k DRAIN PIPE. EXTEND TO -0^ ELEV. 683.68 L_7_.L _� J L A o y ELEV. 679.68 _ _ _ h 9•-0 9•-0. Ay - - y 6. D. 8'-5" 38.07' RT. 4 '-0" STA. 19+81.78 STA. 19+97.81J y y ABUTMENT SECTION �TOP OF ABUTMENT PLAN ,y h y N N o y b, p N P a 0 y M1i N y Ay n rn N v0 W .m C) lL7 E I I o rr„ f �i 17 1 �- I = = I = N q EAST ABUTMENT m COMPOSITE STEEL BOX GIRDER 82' SPAN I I I I I DOUBLE TRACK SKEW 27" RH IOWA INTERSTATE RAILROAD 3" 34 ,Da1 BARS®1'-0=34'-0 n 30" 3 ABUTMENT PILE CAP PLAN FIRST AVENUE GRADE SEPARATION 7'- " ,9-59 PILE SPACES 4'-0 = 36'-20-7' - CITY OF IOWA CITY 8'- 40•_0• ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES, INC. CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3775(636)--70-52 V,04 BEARING SEAT ELEV. 698.61 WEST 598.36 EAST BEARING AREA SECTION BEARING AREA SECTION I I NOTE: ALL DIMENSIONS 33' 9k' PERPENDICULAR TO RR. �] 4.-0" 10'—'2" 4'� 10'— 4'-0" 6"4-1OJ" p-1 Oj^ 2_1 J" 2-11" 4-10j" 4--1 Oj" 6- T RAILROAD T RAILROAD / 0 I g p 8d7 BOTTOM OF SLAB OR d8 ELEV. 702.17 EAST Lr- ELEV. 702.27 WEST - 3'-4j- 3 _Tp^ 1-6' 3 S _2 1•-6" 3 —,3" 3 —44" 1'-6" Bd1 8d1 Bd1 Bd1 TOP OF PILE CAP ELEV. 683.58 EAST ELEV. 690.52 WEST BACK WAL DTAILS J - L 71 a s• oe 0 7 • oe � OUTLINE OF / / PILE CAP � F--- 6h4 6h4 6h2 / •� •/ i Ha N I z 6h5 6 5 I N I m I � 6h3 6h3 I� I I ,33 6h1 — 2'-5" 3'-5j- — I I C.L. ABUTMENT ry I SECTION OF BACK WALLS BELOW BEARING SEAT <` ABUTMENT DWIL4— COMPOSITE STEEL BOX GIRDER 81,,PAN DOUBLETRACK SKEWM7'RH IOWA INTERSTATE RAILROAD ---- FIRST AVENUE GRADEFtEW�TION CITY OF IOWAtITY ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES, INC. CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 V,05 ELE ENGLISH NORTH EAST WING ELEVATION SOUTH EAST WING ELEVATION HP12z53 NORTH EAST WING SECTION IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES. INC CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER 04.00 50 EAST ABUTMENT WINGWALLS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY 70-52 M1� i] ,1]777 v ,.I ®x 04.00 50 EAST ABUTMENT WINGWALLS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY 70-52 ABUTMENT NOTES DESIGN LOAD: COOPER'S E-80 - NO IMPACT CONCRETE: CONCRETE MIX DESIGN. MATERIALS, TESTING AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF A.R.E.M.A. CHAPTER 8. IDOT CUSS C MINIMUM COMPRESSIVE STRENGTH SHALL BE 3500 PSI AT 3 DAYS AND 5000 PSI AT 28 DAYS. CEMENT TO MEET THE REQUIREMENTS OF ASTM C150 TYPE IA. AIR CONTENT TO BE 6R i1R. SLUMP TO BE 2" MINIMUM AND 4" MAXIMUM. MAXIMUM SIZE OF AGGREGATE TO BE 3/4' CHAMFER ON EXPOSED EDGES TO BE 1". REINFORCING STEEL TO BE IN ACCORDANCE WITH ASTM A615. LATEST EDITION, GRADE 60, USING DEFORMED BARS. MINIMUM CLEAR CONCRETE COVER TO REINFORCING STEEL ON EXPOSED FACES TO BE 2". MINIMUM COVER AGAINST GROUND TO BE 3". SETTING ANCHOR BOLTS DRILL HOLES AND GROUT ANCHOR BOLTS IN PLACE AFTER SPAN IS LOCATED ON BRIDGE SEAT USING IDOT APPROVED GROUT IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. BRIDGE SEAT POUR 1/4" HIGH, THEN GRIND TO CORRECT ELEVATION TO PROVIDE A SMOOTH AND LEVEL SURFACE IN BEARING AREAS. ALL STEEL PILES SHALL BE HP12z53. PILES AND SHALL MEET THE REQUIREMENTS OF ASTM A572, GRADE 50. THE DESIGN BEARING FOR THE ABUTMENT PILES IS 65 TONS. ESTIMATED PILE LENGHT IS: WEST ABUTMENT 54 PILES 0 35' EAST ABUTMENT 70 PILES 0 25' ALL PILE DRIVING SHALL BE IN ACCORDANCE WITH A.R.E.M.A. MANUAL CHAPTER 8, PART 4 "PILE FOUNDATIONS". PILES SHALL BE DRIVEN TO A WORKING CAPACITY OF 65 TONS. CAPACITY SHALL BE DETERMINED USING THE WAVE EQUATION IN ACCORDANCE WITH CHAPTER 8, SECTION 4.3.5.3. AT LEAST 30 DAYS PRIOR TO DRIVING. THE CONTRACTOR SHALL SUBMIT INFORMATION REGARDING PILE HAMMER AND CAP TO THE ENGINEER TO DETERMINE DRIVING CRITERIA. HAMMERS SHALL BE OPERATED AND MAINTAINED AT PRESSURES AND STROKES RECOMMENDED BY THE MANUFACTURER. THE FIRST DRIVEN PILE FOR ONE ABUTMENT AND ONE PIER SHALL BE DYNAMICALLY MONITORED BY A CPR -APPROVED GEOTECHNICAL ENGINEER USING A PILE -DRIVING ANALYZER TO CONFIRM OR ADJUST THE DRIVING CRITERIA. PILE SPUCES, IF REQUIRED, SHALL BE AS SHOWN ON THIS PLAN. OR ALTERNATIVELY AN APPROVED PREFABRICATED SPLICE MAY BE USED. SPLICES SHALL BE MADE A SUFFICIENT DISTANCE ABOVE THE GROUND SO THAT THE SPLICE CAN BE OBSERVED DURING DRIVING. THE NUMBER OF SPLICES SHALL BE KEPT TO A MINIMUM, AND EACH PILE SHALL HAVE NO MORE THAN ONE SPLICE PER 40 LINEAR FEET. SPLICING CUT-OFFS OR SHORT PIECES TO MAKE A MAIN BEARING PILE IS NOT PERMITTED. SPLICES WILL NOT BE PERMITTED AT ELEVATIONS WITHIN 15 FEET OF THE UNDERSIDE OF THE ABUTMENT. VARIATIONS GREATER THAN 1/4" PER FOOT FROM THE VERTICAL OR FROM THE BATTER UNE OF BATTERED PILES SHALL NOT BE ALLOWED. THE HORIZONTAL DEVIATION OF THE TOP OF THE PILES IN A PILE CAP SHALL NOT EXCEED 3" FROM THE PLAN LOCATION. PILES NOT MEETING TOLERANCE REQUIREMENTS OR THAT ARE OUT OF LINE. AS TO IMPAIR USEFULNESS. OR PILES THAT ARE DAMAGED IN DRIVING AS TO IMPAIR STRUCTURAL CAPACITY, SHALL BE PULLED AND REDRIVEN. OR AN ADDITIONAL PILE DRIVEN TO PROVIDE ADDED SUPPORT. ABUTMENT REINFORCING BAR LIST - WEST ABUTMENT ABUTMENT CONCRETE (CY) LOCATION WEST ABUT I FAST ABUT ABUTMENT PILF CAP 100.7 100.7 WING WALLS PILE CAP 69.7 88.0 ABUTMENT BREAST WALL INCLUDING BACK WALL 54.4 82.2 REAR WALLS 33.4 52.9 WING WALLS 24.5 87.8 REAR SLAB 11.2 11.2 FRONT SKIRT 12.3 1 TOTAL 306.2 422.8 SHOWN SHALL BE FORMED WITH A SHEET U.07 FOR FORM LINER ETAILS EAST ABUTMENT D FORM LINER AREA OF ABUTMENTS REINFORCING BAR LIST - ABUTMENT TH NO. WEIGHT BENT BAR DETAILS w 8h15 9d2 0 8d3 eh5 0 Skt ^� � i� r m 8'-0 - 2'-3j t8h6l4 5-0 o �i 8i-34-� n 8'-0 6h8 3'-8 5j" 1'-10 mm D= 6 _T 6b7 l :n/ '6b9 Cp.11 \ 6'-3 d 3'-5" 1-7 5d 864 6b¢ -.,.,1 5 ESTIMATE OF QUA-ITITIES ABUTMENT QUANTITIES5kND NOTES COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY I ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES, INC. I CIYT OF IOWA CIN JOHNSON COUNTY I PROJECT NUMBER STP—U-3715(636)--70-52 I V.U/ FULL TWO BRIDGE CROSS SECTION - TYPICAL T V.16 V.16 15'-0' C.L W C.L TRACKS I FULL TWO BRIDGE CROSS SECTION - AT ABUTMENT & MIDSPAN DIAPHRAGMS ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES, INC, CITY OF IOWA CITY JOHNSON COUNTY co BRIDGE CROSS SECTION COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27' RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY PROJECT NUMBER STP -U-3715(636)--70-52 V,OB PLAN OF DECK SEE SHEEP V.08 FOR LONGITUDINAL BAR SPACING DECK DETAILS COMPOSITE STEEL BOX GIRDER 80' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY ENGLISH I IOWA DOTS DESIGN TEAM SNYDER & ASSOCIATES, INC. I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 1 V,09 7 PART LONGITUDINAL SECTION NEAR C ENGLISH IIOWA DOT DESIGN_TEAN_ SNYDER 6 ASSOCIATES, INC. SUPERSTRUCTURE NOTES ?ING ALL EXPOSED CORNERS 90 DEGREES OR SHARPER ARE TO BE FILLETED WITH A 3/4' DRESSED AND BEVELED STRIP. TOP TRANSVERSE REINFORCING STEEL IS TO BE PARALLEL TO AND 2 INCHES CLEAR FROM THE TOP OF THE CONCRETE. BOTTOM TRANSVERSE STEEL IS TO BE PARALLEL TO AND 1 INCH CLEAR FROM THE BOTTOM OF THE CONCRETE. TOP AND BOTTOM REINFORCING STEEL IS TO BE SUPPORTED BY INDIVIDUAL METAL BAR CHAIRS SPACED AT 3'-0 CENTERS LONGITUDINALLY AND TRANSVERSELY. ALL REINFORCING SHALL BE ASTM A-615. GRADE 60. THE SIDEWALKS ON THE BRIDGE SHALL BE FINISHED BY SCREEDING. FLOATING STRAIGHT EDGING AND TROWELING. THE FINAL FINISH SHALL BE WITH A BROOM THAT PROVIDES A LIGHT UNIFORM TEXTURE. FORMS FOR THE INTERIOR OF THE BOX MAY BE LEFT IN PLACE PROVIDED THEY ARE DESIGNATED FOR THAT PURPOSE. WOOD FORMS SHALL BE REMOVED. THE CONTRACTOR SHALL SUBMIT A FORMING PLAN TO THE ENGINEER FOR REVIEW. SEE GENERAL NOTES ON SHEET V.13 FOR STRUCTURAL STEEL NOTES. THE CONTRACTOR SHALL SUPPORT THE STRUCTURAL STEEL LATERALLY DURING THE DECK POURING OPERATION. THE DIAPHRAGMS MAY BE USED FOR THIS PURPOSE. COST FOR THIS WORK SHALL BE CONSIDERED INCIDENTAL TO STRUCTURAL CONCRETE. REINFORCIN BAR LIST BENT BAR SDETAILS ''8" 1'-10" 6b6 a 5c1 6bT N� 3.-5"" 5" 1•-7. 6b1 a, i 6b3 �1- CC 6b5 1" 6'-3" j 3-- 6b2 5- 6'-5" ESTIMATE OF QUANTITIES _ a i7 cn ZZ l Fry�x� SUPERSTRUCTURE -DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY CITY OF IOWA CITY_ JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 m 3 84'-71" J-0 GRANULAR OR FLUX FILLED HEADED STUDS AUTOMATICALLY END WELDED, 3 EACH SIDE OF WEB, EACH END. 6" 6" MID SPAN BOTTOM FLANGE PLATE 72x2 (F.C.M.) ELEVATION OF EXTERIOR WEB 84'—A- D.L. 1 k/ft 82'-0- CL to CL BEARINGS D.L. #'2 k/ft FL BRG. WEST ABUTMENT 30 sp O 9" = 11'— " 14 sp O 1'-3" = 17'-6" 10 sp O 2'-0" = 20'-0" 14 sp O 1'-3" = 17'-6" 30 sp O 9" = 15'-5j" OPTIONAL WEB SHOP OPTIONAL WEB SHOP PLATE 16x; FL BRG. WEST ABUTME T OPTIONAL WEB SHOP SPLICE, SEE DETAIL TOP FLANGE PLATE 16xi OPTIONAL WEB SHOPI SPLICE, SEE DETAIL Ss in' SHOP TOP FLAN PUCE,CE, SEE DETAIL B S, in' •:.'C 94,2 �- --13.6 WEB PLATE 46x1; .951 " J-0 GRANULAR OR FLUX FILLED HEADED STUDS AUTOMATICALLY END WELDED, 3 EACH SIDE OF WEB, EACH END. 6" 6" MID SPAN BOTTOM FLANGE PLATE 72x2 (F.C.M.) ELEVATION OF EXTERIOR WEB 84'—A- J'0 GRANULAR DR FLUX FILLED HEADED STUDS AUTOMATICALLY END WELDED. 3 EACH SIDE OF WEB, EACH END. ELEVATION OF INTERIOR WEB P 1x14 PLATEI I�'j� 1x14 PLATE 2" BOTTOM I 2" BOTTOM FLANGE FLANGE "0 H.S. BOLTS 1.14 PLATE b"O H.S. BOLTS 104 PLATE W/ NUTS W/ NUTS 2" LONGITUDINAL SECTION 2" TRANSVERSE SECTION SPLICE DETAILS BOX DRAIN BRIDGE WEST END i'0 GRANULAR OR FLUX SEE DETAIL FILLED HEADED STUDS AUTOMATICALLY END WELDED BEARING SOLE It SEE SHEET 23 FOR DETAILS SECTION NEAR ABUTMENT ENGLISH ( IOWA DOT] DESIGN TEAM SNYDER & ASSOCIATES, INC. SEE DETAIL TYPICAL SECTION 12'-1 SHEAR SND SPACING CL BRG E. ABUT. 1.-3$ SHEAR STUD SPACING OPTIONAL SHOP TO LANGE SPLICE, SEE DETA C.L. BEARING EAST ABUT. OPTIONAL SPLICE, 11'-34" HOLES FOR H.S. BOLTS W/ NUTS 6 o o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �Ix14 PLATE BOTTOM FLANGE—/TOP & BOTTOM SPLICE DETAIL PARTIAL PLAN (BOTTOM FLANGE) TOP FLANGE PLATE 16x; (TYP,i =B PLATE 60x1 'LATE 6'-0'x2' (F.C.MJ CITY OF IUWA CITY JOHNSON COUNTY BRIDGE FLANGE MOMENT TN2,844 D.L. 1 k/ft "" '✓ " ' — "' —`4 14 sp O 1'-3" = 17'-6" 10 sp O 2'-0" - 20'-0" 14 sp O 1'-3" = 1 D.L. #'2 k/ft FL BRG. WEST ABUTMENT Mo. N2 ft—k TOP FLANGE Mu ft—k OPTIONAL WEB SHOP OPTIONAL WEB SHOP PLATE 16x; 1. iM SPLICE, SEE DETAIL SPLICE, SEE DETAIL 1. iM 326,236 Ss in' 9,334c S, in' •:.'C 94,2 I. DL #1 ksi --13.6 f. OL #2 ksi .951 j� N I. IMP ksi WEB PLATE 27xj —�-'34.79'" (. RANGE Is = 9.73';• S, k in 9.8 ^"— 6 5'-0" CL MID SPAN BOTTOM FLANGE PLATE 72x2 (F.GMJ J'0 GRANULAR DR FLUX FILLED HEADED STUDS AUTOMATICALLY END WELDED. 3 EACH SIDE OF WEB, EACH END. ELEVATION OF INTERIOR WEB P 1x14 PLATEI I�'j� 1x14 PLATE 2" BOTTOM I 2" BOTTOM FLANGE FLANGE "0 H.S. BOLTS 1.14 PLATE b"O H.S. BOLTS 104 PLATE W/ NUTS W/ NUTS 2" LONGITUDINAL SECTION 2" TRANSVERSE SECTION SPLICE DETAILS BOX DRAIN BRIDGE WEST END i'0 GRANULAR OR FLUX SEE DETAIL FILLED HEADED STUDS AUTOMATICALLY END WELDED BEARING SOLE It SEE SHEET 23 FOR DETAILS SECTION NEAR ABUTMENT ENGLISH ( IOWA DOT] DESIGN TEAM SNYDER & ASSOCIATES, INC. SEE DETAIL TYPICAL SECTION 12'-1 SHEAR SND SPACING CL BRG E. ABUT. 1.-3$ SHEAR STUD SPACING OPTIONAL SHOP TO LANGE SPLICE, SEE DETA C.L. BEARING EAST ABUT. OPTIONAL SPLICE, 11'-34" HOLES FOR H.S. BOLTS W/ NUTS 6 o o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �Ix14 PLATE BOTTOM FLANGE—/TOP & BOTTOM SPLICE DETAIL PARTIAL PLAN (BOTTOM FLANGE) TOP FLANGE PLATE 16x; (TYP,i =B PLATE 60x1 'LATE 6'-0'x2' (F.C.MJ CITY OF IUWA CITY JOHNSON COUNTY BRIDGE FLANGE MOMENT TN2,844 D.L. 1 k/ft D.L. #'2 k/ft Ma M1 ft—k Mo. N2 ft—k Mu ft—k Mr ft—k 1. iM 1. iM 326,236 Ss in' 9,334c S, in' •:.'C 94,2 I. DL #1 ksi --13.6 f. OL #2 ksi .951 f. L.L. ksi I. IMP ksi (. TOTAL ksi —�-'34.79'" (. RANGE Is = 9.73';• S, k in 9.8 ^"— STRUCTURAL STEEL DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPERATION CITY OF IOWA CITY PROJECT NUMBER STP—U-3715(636)--70-52 V.11 rv11N yr I yr ri-miNurac, }%33"O PLATE W/ (4) J"0 HOLES (4) 1"0x4" H.S. BOLT W/ WASHERS AND NUTS (TACK WELD TO PLATE) 2'-3" BOTTOM FLANGE NDLE DETAIL A ENGLISH I IOWA DDT DESIGN TEAM SNYDER & ASSOCIATES, INC. PLAN OF BOTTOM FLANGE CITY OF IOWA CITY inunicnu rniin]TV STRUCTURAL STEEL DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPERATION CITY OF IOWA CITY PROJECT NUMBER STP -U-3715(636)--70-52 V.1 2 kPLATE B 4 BEVELBOTTOMOF WEB PLATEOTTOM FLANGE PLATE 72x2 DETAIL A G FLANGE SPLICE DETAIL B CL FLANGE END WELDED. TOP FLANGE PLATE 1 6x DETAIL C OR SOLID FLUX STUDS AUTOMATICALLY HALF 4"0 SCH. 40 T7 STEEL PIPE 2'-0" LONG BOTTOM FLANGE PLATE BOX DRAIN DETAIL INTERIOR WEB PLATE 274 DETAIL B BOTTOM FLANGE PLATE 72x2 ♦A EXPANSION END DETAIL (EAST ABUTMENT) HALF 6"0 PERFORATED STEEL PIPE, SCH. 40 }"x8" DECK DRAIN DETAIL 12' BACKWALL CONCRETE FIXED END DETAIL (WEST ABUTMENT) STRUCTURAL STEEL NOTES: STRUCTURAL STEEL SHALL CONFORM TO ASTM A588 EXCEPT DECK DRAINS WHICH SHALL BE ASTM A53 AND EXPANSION PLATES WHICH SHALL BE ASTM A36 GALVANIZED STEEL. GALV. PLATE (TYP.) BEVEL CORNERS TO MATCH BRIDGE SKEW EXPANSION PLATE DETAIL BACKWALL THE DESIGN DRAWINGS INDICATE AWS PREQUALIFIED WELDED JOINTS SHOP SPLICES AND WEB TO FLANGE WELDS ARE TO BE WELDED BY THE FULLY AUTOMATIC SUBMERGED ARC PROCESS. MANUAL SHIELDED ARC WELDING OR SEMI-AUTOMATIC SUBMERGED ARC WELDING WILL BE ALLOWED ONLY IF FULLY AUTOMATIC SUBMERGE RED ARC WELDING 15 NOT PRACTICAL. ALTERNATE JOINT DETAILS MAY BE SUBMITTED FOR APPROVAL. ALL WELDING SHALL BE DONE TO MINIMIZE DISTORTION. THE WELDING SEQUENCE AND PROCEDURES SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. 0 STRUCTURAL STEEL DESIGNATED TO BE PAINTED SHALL BE SHOP PAINTED IN ACCORDANCE WITH°iDOT SPECIFICATIONS 2408.020. FIELD TOUCH UP WILL BE REQUIRED FOR ALL SCRAPES-ANO'-MINOMDAMAGF- AREAS OF THE PAINT. THE CONTRACTOR SHALL SUBMIT A PAINT CHIP TO THE ENGINEEF",,OR ROVAL. ALL PAINTING SHALL BE CONSIDERED TO FABRICATING AND ERECTING STRUCTURAL STEEL-AAND INCLUDED IN THE UNIT PRICE BID FOR "STRUCTURAL STEEL". —: F" F7- a STRUCTURAL STEISL DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPERATION CITY OF IOWA CITY ENGLISH 1 IUWA DOT[ nesTON TEAM SNYDER & ASSOCIATES, INC. _ CITY OF IOWA CITY1 JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 STRUCTURAL STEEL MATERIAL SUPPLIED SHALL MEET THE LONGITUDINAL CHARPY V -NOTCH REQUIREMENTS AS SPECIFIED IN THE A.R.E.M.A. SPECIFICATIONS. THE PLANS IDENTIFY (FCM) CERTAIN STEEL MEMBERS AS ' BEING "FRACTURE CRITICAL MEMBERS". IN ADDITION TO COMPLIANCE WITH THE ABOVE REQUIREMENTS, • • SUCH MEMBERS SHALL ALSO BE SUBJECT TO THE FURTHER REQUIREMENTS SET FORTH IN THE FRACTURE BUTYL 4- CONTROL PLAN, CHAPTER 12, OF ANSI/AASHTO/AWS/D1.5-95. FOR CRITICAL RESTRICTION CONCERNING MEMBRANE WELDING PROCEDURES, INCREASED FRACTURE TOUGHNESS, LONGITUDINAL CHARPY V -NOTCH, ETC. • PREHEATING IS REQUIRED WHEN FLAME CUTTING GIRDER WEBS AND FLANGES. PREHEATING SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE: • • THICKNESS MINIMUM PREHEAT INCHES TEMPERATURE ' • ,•• • UP TO 1" 50 DEGREES F ' •., OVER 1" TO 2" 100 DEGREES F OVER 2" 200 DEGREES F THE PIECE SHALL BE PREHEATED IN SUCH A MANNER THAT IT WILL BE HEATED THROUGH IT'S THICKNESS 2k ASPHALT PLANKS OVER BUTYL AND BOTH SURFACES ARE ABOVE THE MINIMUM TEMPERATURE FOR A DISTANCE EQUAL TO THE THICKNESS MEMBRANE. ASPHALT PLANKS SHALL OF THE PART BEING CUT, BUT NOT LESS THAN 3 INCHES, BOTH LATERALLY AND IN ADVANCE OF THE MEET THE REQUIREMENTS OF CHAPTER CUT. 29, SECTION 2.4 OF A.R.E.M.A. SPECS. PART SECTION ALL FIELD CONNECTIONS ARE TO BE BOLTED USING A490, TYPE 3 HIGH STRENGTH BOLTS (INCLUDING NUTS AND WASHERS) UNLESS OTHERWISE NOTED OR SHOWN. ALL OPEN HOLES ARE TO BE 15/16" DIAMETER AND ALL BOLTS ARE TO BE 7/8" DIAMETER. SPLICE BOLTS SHALL BE INSTALLED WITH THE BOLT HEAD EXPOSED (BOTTOM SIDE). THE MINIMUM CENTER TO CENTER DISTANCE SHALL BE 3 INCHES FOR ALL BOLTS. GALV. PLATE (TYP.) BEVEL CORNERS TO MATCH BRIDGE SKEW EXPANSION PLATE DETAIL BACKWALL THE DESIGN DRAWINGS INDICATE AWS PREQUALIFIED WELDED JOINTS SHOP SPLICES AND WEB TO FLANGE WELDS ARE TO BE WELDED BY THE FULLY AUTOMATIC SUBMERGED ARC PROCESS. MANUAL SHIELDED ARC WELDING OR SEMI-AUTOMATIC SUBMERGED ARC WELDING WILL BE ALLOWED ONLY IF FULLY AUTOMATIC SUBMERGE RED ARC WELDING 15 NOT PRACTICAL. ALTERNATE JOINT DETAILS MAY BE SUBMITTED FOR APPROVAL. ALL WELDING SHALL BE DONE TO MINIMIZE DISTORTION. THE WELDING SEQUENCE AND PROCEDURES SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. 0 STRUCTURAL STEEL DESIGNATED TO BE PAINTED SHALL BE SHOP PAINTED IN ACCORDANCE WITH°iDOT SPECIFICATIONS 2408.020. FIELD TOUCH UP WILL BE REQUIRED FOR ALL SCRAPES-ANO'-MINOMDAMAGF- AREAS OF THE PAINT. THE CONTRACTOR SHALL SUBMIT A PAINT CHIP TO THE ENGINEEF",,OR ROVAL. ALL PAINTING SHALL BE CONSIDERED TO FABRICATING AND ERECTING STRUCTURAL STEEL-AAND INCLUDED IN THE UNIT PRICE BID FOR "STRUCTURAL STEEL". —: F" F7- a STRUCTURAL STEISL DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPERATION CITY OF IOWA CITY ENGLISH 1 IUWA DOT[ nesTON TEAM SNYDER & ASSOCIATES, INC. _ CITY OF IOWA CITY1 JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 THIS DIAGRAM SHOWS THE FORM CAMBER REQUIRED TO COMPENSATE FOR THE ANTICIPATED ULTIMATE DEAD LOAD DEFLECTION. THE ABOVE DIMENSIONS DO NOT INCLUDE ANY ALLOWANCE FOR FORM DEFLECTION OF FALSEWORK SETTLEMENT. DEFLECTION - STEEL ONLY DEFLECTION - STEEL AND DECK DEFLECTION - STEEL + DECK + BALLAST + RAIL ENGLISH I IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES, INC. ING ME B BEARING W = 1,800 Ib/ft BEARING W = 4,520 Ib/ft BEARING STEEL CAMBER DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY CITY OF IOWA CITY I JOHNSON COUNTY I PROJECT NUMBER STP—U-3715(636)--70-52 IV.14 m I STEEL CAMBER DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY CITY OF IOWA CITY I JOHNSON COUNTY I PROJECT NUMBER STP—U-3715(636)--70-52 IV.14 BOTTOM OF I 3015 3x18 FIXED BEARING DETAIL CL BEARING FROCKER PLATE R TE TE a" LEAD SHEET EXPANSI N BEARING DETAIL —END OF GIRDER LYJ 11 D1 = b" OF EXPANSION FOR EVERY piy 15' F BELOW THE NORMAL 4411 Ilii TEMPERATURE OF 50' F. D2 = d" OF EXPANSION FOR EVERY I I 15' F ABOVE THE NORMAL TEMPERATURE OF 50' F. V-6- 9- 9" 2"0 THRU HOLE FOR ANCHOR (2 PLCS.) i� m 3' RADIUS 4x2'-2" PLATE 2"m !x1'-0" PLATE PINTLE DETAIL I n I N N n I m —2"0 x 1i" DEEP HOLE (2 PLCS.) SEE PINTLE DETAIL —ROCKER BASE PLATE OR FIXED SHOE BASE PLATE —2"0 x 1k" DEEP HOLE (2 PLCS.) SEE PINTLE DETAIL 3" 1 D" 3" BASE R. 3%1Bx2'-8" ' SECTION THRU ROCKER & BOLSTER 2x12x1'-0" PLATE (3 PLCS.) 2x12xO'-9" PLATE (2 PLCS.) I ---S ANCHOR BOLTS FOR _U,T__ STEEL ERECTION AT DIFFERENT TEMPERATURES ANCHOR BOLT INSTALLATION ENGLISH I IOWA DOT ELEVATION OF EXPANSION BEARING 'LATE ANCHOR BOLT DETAIL DESIGN TEAM SNYDER 8 ASSOCIATES. INC (DRIVING FIT) PINTLE ASSEMBLY MAN 2"m PINTLE MILL TO BEARING NOTES STEEL FOR BEARINGS SHALL CONFORM TO ASTM A588 FABRICATION OF BEARING ASSEMBUES SHALL BE IN ACCORDANCE WITH CHAPTER 19, PART 2 OF THE A.R.E.M.A. SPECIFICATIONS. ROCKER AND BOLSTER SHALL BE STRESS RELIEVED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 4.4 OF ANSI/AASHTO/AWS BRIDGE WELDING CODE D1.5. BASE PLATES, SHALL BE SHOP PAINTED IN ACCORDANCE WITH IDOT STANDARDS 2408.020. FIELD TOUCH UP WILL BE REQUIRED FOR ALL SCRAPES AND MINOR DAMAGE AREAS OF THE PAINT. THE CONTRACTOR SHALL SUBMIT A PAINT CHIP TO THE ENGINEER FOR APPROVAL. ALL PAINTING SHALL BE CONSIDERED TO FABRICATING AND ERECTING STRUCTURAL STEEL AND BE INCLUDED IN THE UNIT PRICE BID FOR "STRUCTURAL STEEL" AS SOON AS THE SURFACING IS COMPLETE, THE SURFACES WITH AN ANSI 250 FINISH SHALL BE SHOP COATED WITH AN APPLICATION OF WATERPROOF LUBRICATING GREASE. ANCHOR BOLTS SHALL MEET THE REQUIREMENT OF ASTM F1554 AND SHALL BE GALVANIZED. ANCHOR BOLTS SMALL BE SET IN ACCORDANCE WITH SECTION 2405.09 OF THE IDOT STANDARD SPECIFICATIONS. ALL BEARINGS ARE TO BE SET ON A 1/8" LEAD SHEET. WEIGHT OF THE LEAD SHEET IS INCLUDED IN THE WEIGHT OF STRUCTURAL STEEL. C�1 2x12x1'-0" PLATE (3 PLCS.) ANSI 250 3' RADIUS 4x2'-2" PLATE 2"m !x1'-0" PLATE PINTLE DETAIL 'x0'-9" PLATE Ix2'-2" PLATE ANSI 250 EEP PINTLE DETAIL OF ROCKER 250 14x2'- 2x1220'-9" PLXM /(2 PLCS.) co �{ TYP 6" 1'-2' 6- 2'-2 BOLSTER ASSEMBLY BRIDGE BEARING DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP—U-3715(636)--70-52 EASE ALL2" 1" 2" 2'0 SCH. 40 ALUM, PIPE EDGES�I—H---I /(238' O.D.), 5' LONG `3'0x}' WALL ALUM. BAR }x}x} TUBE (2.5' I.D.) t� NOTE, MAXIMUM JOINT SPACING = 25'. MAX. DISTANCE FROM POST SHALL BE F-6 TOP RAIL JOINT DETAIL ALL WELDED FRAME OF _304 BOLTED TO POST END PANE DETAIL ALUMINUM TUBE 4x4x} WALL-\ 1- _Ej BENT l �2 A Ii 1/4' CUT J'x14 SELF -TAPPING ALUMINUM SCREW 1 2 PER POST, } 3'0x ALUM. TUBE R}x4 TOP PLATE SEAL WELD TO TOP OF POST R}%10x2i SEAL WELD TO TOP OF POST CURVE CUT POST TO FIT PLATE AND RAIL POST - RAIL CONNECTION DETAIL EASE ALL END OF TOP RAIL DETAIL NOTE: POST TO BE SET VERTICAL RAILS TO FOLLOW GRADE SPACING VARIES 4x4x} ALUMINUM POST r 3"0 ALUMINUM TUBE �1_30,j ALUMINUM FRAME AROUND MESH. ATTACHED TO BACK OF POSTS 6"x6%1/4" WELDED WIRE ALUMINUM MESH, HORIZ. WIRES TO FOLLOW GRADE ELEVATION OF OUTSIDE OF RAIL 2 - 9'0 ALUMINUM SLOTTED COUNTERSUNK J"x14 SELF -TAPPING CAP SCREW WITH NUT S.S. SCREW 2 PER POST t4x "0x}" ALUM. TUBE ALUMINUM C3x1.5 i� �x"+ALUM.L2x24=02i.FIFA�E FOR WESH ALUM. PLATE jlx3x9' -41ALUM. PLATE jx3x3 W/ 3/4'0 HOLE UARE ALUM. TUBE GROVE WELD TO ANGLE (2 SIDES) 4)} ALUM. WIRE 6"x6")}" ALUMINUM in a MESH WELDED WIRE FABRIC 1"0 ALUMINUM BOLT WITH DOUBLE NUT AND WASHERS BENT PLATE }x2x5 SNUG TIGHT ON ONE SIDE AND LOOSE ON OTHER TO PROVIDE DRILL }"0 ALUMINUM C3x1.5 EXPANSION MOVEMENT WEEP HOLE ALUMINUM TYP. EA. WIRE BASE PLATE a Jx10x0'-71 ALUMINUM L2x2xj I FRAME AROUND MESH j'x10x7} STAINLESS STEEL 3 J"0x8" STAINLESS STEEL SHEET W/ HOLES TO MATCH 9" THREADED ROD WITH NUT. SECTION A BASE PLATE SET IN DRILLED HOLES WITH EPDXY GROUT. TYP. RAIL SECTION NEAR POST 0 ALUMINUM BOLT TH NUT AND WASHERS 'TAIL SIMILAR TO SECTION RAIL POST ULUaurst rFiIVCL DETAIL ALUMINUM TUBE 4x4x} WALL � m• �_l BASE PLATE DETAIL O .p X,/ ".... .IRC ALUMINUM MESH, HORIZ. WIRES TO FOLLOW GRADE wiu��' lME_ lq MEN BASE PLATE DETAIL O .p X,/ ".... .IRC ALUMINUM MESH, HORIZ. WIRES TO FOLLOW GRADE ELEVATION OF INSIDE OF RAID; T1 `r m RAIL NOTES IDOT SECTION 2414.06 SHALL APPLY TO THIS ,WORK. WIATERIAL IR THE ALUMINUM SECTIONS SHALL BE 6061-T6. MATERIAL MR SHIMS SHALL BE 304 STAINLESS STEEL. FASTENERS SHALL BE 60&%76 MEETING ASTM B316-68. �r) BOTTOMS OF POSTS SHALL BE BEVELED TO ACCOMODATE THE 2% TRANSVERSE SLOPE AND VERTICAL CURVE, SO THAT THE POSTS ARE VERTICAL, RAILS AND PANELS SHALL FOLLOW THE GRADE. SEE SHEET V.01 FOR BRIDGE SLOPE AND SHEET V.06 FOR SE WING SLOPE. THE RAILS SHALL HAVE NATURAL FINISH, FREE FROM BURRS AND ROUGH EDGES. ANCHOR BOLTS SHALL BE 18-8 STAINLESS STEEL AND SET IN DRILLED HOLES USING EPDXY GROUT AS RECOMMENDED BY THE EPDXY MANUFACTURER. EPDXY GROUT USED SHALL BE ONE OF THOSE APPROVED IN THE IDOT MATERIAL I.M. 491.11. SET RAIL POST ON Tt" STAINLESS STEEL SHEET TO PROVIDE ISOLATION BETWEEN ALUMINUM AND CONCRETE. BRIDGE HANDRAIL DETAILS COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27' RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY V. ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES, INC.. CITY OF IOWA CITY JOHNSON CGUNTY PROJECT NUMBER STP -U-3715(636)--70-52 l _ L. BRIDGE J \ BEARING 108'-4f END TO END 10 POST SPACES ® 8'-44 = 83'-9' 2 END PANELS WITH 4' BETWEEN ------------------------------------ 2 ----------_---2 END PANELS WITH 4' BETWEEN ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES, INC.. BRIDGE HANDRAIL LAYOUT N (t \ BRIDGE E ANSIDN C.L. TRACKS JOINT ----- -_-_-_-_ ------------ C.L. __-___-_-_-C.L. BRIDGE - CJ \ C.L. BRIDGE BEARING (TTI ---_---_-_-_ .�-a CR7 .®._ \ G 1 \ CLOSURE PANEL 1 i� _> .....� SEE DETAIL ON V.16 r BRIDGE HANDRAIL ON SECTION CITY OF IOWA CITY JOHNSON COUNTY ALUMINUM BRIDGE HAND RAIL, 3'-6 HIGH 5 POST SPACES ® 8'-44 = 41'-1 BRIDGE HANDRAIL LAYOUT COMPOSITE STEEL BOX GIRDER 82' SPAN DOUBLE TRACK SKEW 27° RH IOWA INTERSTATE RAILROAD FIRST AVENUE GRADE SEPARATION CITY OF IOWA CITY PROJECT NUMBER STP -U-3715(636)--70-52 NO. ESTIMATE REFERENCE INFORMATION I. QUANTITY ITEMIZATION: 3,247 TON FOR RETAINING WALL 'A',4,176 TON FOR RETAINING WALL '8', 771 TON FOR RETAINING WALL'C' INCLUDES ALL COSTS ASSOCIATED WITH THE COMPACTED COHESIVE SOIL COVER. INCLUDES ALL COSTS ASSOCIATED WITH THE FILTER FABRIC. INCLUDES ALL COSTS FOR THE BACKER ROD,JOINT SEALER,PLATE AND EPDXY ANCHORS ASSOCIATED WITH THE EXPANSION JOINTS. 2. QUANTITY ITEMIZATION:407 TON FOR RETAINING WALL 'A',50 TON FOR RETAINING WALL 'B', 467 TON FOR RETAINING WALL 'C' INCLUDES ALL COSTS ASSOCIATED WITH THE PCC ENCASEMENT OF THE 36 INCH DIAMETER RCP AT RETAINING WALL 'C'. 3. QUANTITY ITEMIZATION:572.5 CY FOR RETAINING WALL 'A',814.8 CY FOR RETAINING WALL 'B', 117.8 CY FOR RETAINING WALL 'C' INCLUDES COST OF ALL PREFORMED EXPANSION JOINT FILLER. INCLUDES ALL COSTS OF FURNISHING AND PLACING SUBDRAIN. INCLUDES ALL COSTS FOR STAIN AND FORM LINERS. CERTIFIED PLANT INSPECTION SHALL BE REQUIRED. 4. QUANTITY ITEMIZATION:31,653 LBS.FOR RETAINING WALL 'A',32,484 LBS.FOR RETAINING WALL '8', 11,445 LBS.FOR RETAINING WALL -C- 5. QUANTITY ITEMIZATION:46,673 LBS.FOR RETAINING WALL 'A',91,860 LBS.FOR RETAINING WALL 'B', 0 LBS.FOR RETAINING WALL 'C' INCLUDES ALL COSTS ASSOCIATED WITH FURNISHING AND PLACING THE ADDITIONAL REINFORCING STEEL ESTIMATED QUANTITIES NO. ITEM CODE ITEM UNITI TOTAL AS -BUILT QUANTITY 1 2402-0425031 GRANULAR BACKFILL TON 8194 2 2402-2725005 FOUNDATION TREATMENT MATERIAL TON 924 3 2403-0100000 STRUCTURAL CONCRETE (MISC) CY 1505.1 4 2404-7775000 REINFORCING STEEL LB 75,582 5 2404-7775005 REINFORCING STEEL (EPDXY COATED) LB 138,533 6 2414-6446100 ALUMINUM PEDESTRIAN HAND RAILING LF 166 7 2414-6460000 ORNAMENTAL METAL RAILING LF 1284 8 2501-0201057 PILES,STEEL,HP IOX57 LF 3660 9 2501-0T012B4PILES, STEEL, HP 12X84 LF 980 10 2501-8400170 TEMPORARY SHORING LS I QUANTITY ITEMIZATION: 320 LF TOP OF RETAINING WALL -A-, 166 LF AT SIDEWALK OF RETAINING WALL -A- NO. ESTIMATE REFERENCE INFORMATION I. QUANTITY ITEMIZATION: 3,247 TON FOR RETAINING WALL 'A',4,176 TON FOR RETAINING WALL '8', 771 TON FOR RETAINING WALL'C' INCLUDES ALL COSTS ASSOCIATED WITH THE COMPACTED COHESIVE SOIL COVER. INCLUDES ALL COSTS ASSOCIATED WITH THE FILTER FABRIC. INCLUDES ALL COSTS FOR THE BACKER ROD,JOINT SEALER,PLATE AND EPDXY ANCHORS ASSOCIATED WITH THE EXPANSION JOINTS. 2. QUANTITY ITEMIZATION:407 TON FOR RETAINING WALL 'A',50 TON FOR RETAINING WALL 'B', 467 TON FOR RETAINING WALL 'C' INCLUDES ALL COSTS ASSOCIATED WITH THE PCC ENCASEMENT OF THE 36 INCH DIAMETER RCP AT RETAINING WALL 'C'. 3. QUANTITY ITEMIZATION:572.5 CY FOR RETAINING WALL 'A',814.8 CY FOR RETAINING WALL 'B', 117.8 CY FOR RETAINING WALL 'C' INCLUDES COST OF ALL PREFORMED EXPANSION JOINT FILLER. INCLUDES ALL COSTS OF FURNISHING AND PLACING SUBDRAIN. INCLUDES ALL COSTS FOR STAIN AND FORM LINERS. CERTIFIED PLANT INSPECTION SHALL BE REQUIRED. 4. QUANTITY ITEMIZATION:31,653 LBS.FOR RETAINING WALL 'A',32,484 LBS.FOR RETAINING WALL '8', 11,445 LBS.FOR RETAINING WALL -C- 5. QUANTITY ITEMIZATION:46,673 LBS.FOR RETAINING WALL 'A',91,860 LBS.FOR RETAINING WALL 'B', 0 LBS.FOR RETAINING WALL 'C' 7 -SR -A' AM INCLUDES ALL COSTS ASSOCIATED WITH FURNISHING AND PLACING THE ADDITIONAL REINFORCING STEEL AT PIPE PENETRATION LOCATIONS. INCLUDES ALL COSTS ASSOCIATED WITH FURNISHING AND PLACING THE ADDITIONAL REINFORCING STEEL AT SIDEWALK DRAIN LOCATIONS. 6. CONSISTS OF THE ALUMINUM HANDRAILING ON THE STAIRS (SEE SHEET U.11 FOR DETAILS). QUANTITY ITEMIZATION: 46 LF FOR RETAINING WALL 'B' CENTERLINE STAIRWELL BASELINE STA. 4221+43.65, 34 LF FOR RETAINING WALL 'B' CENTERLINE STAIRWELL BASELINE STA. 4222*03.22, 28 LF FOR RETAINING WALL 'B' CENTERLINE STAIRWELL BASELINE STA. 4222.61.27, 58 LF FOR TWO LOCATIONS OF STAIRS NOT ASSOCIATED WITH RETAINING WALL 'B' 7. CONSISTS OF THE ORNAMENTAL METAL RAILING ON TOP OF THE RETAINING WALLS, ON TOP OF THE STAIRWELL RETAINING WALLS, AND AT THE SIDEWALK. (SEE SHEETS U.8 THRU U.11 FOR DETAILS). QUANTITY ITEMIZATION: 320 LF TOP OF RETAINING WALL -A-, 166 LF AT SIDEWALK OF RETAINING WALL -A- 249 LF TOP OF RETAINING WALL 'B',309 LF AT SIDEWALK OF RETAINING WALL 'B', STRUCTURAL DESIGN 46 LF FOR RETAINING WALL 'B' CENTERLINE STAIRWELL BASELINE STA. 4221.43.65, 34 LF FOR RETAINING WALL 'B' CENTERLINE STAIRWELL BASELINE STA. 4222+03.22, 1 hereby certify that this engineering document was prepared 28 LF FOR RETAINING WALL 'B' CENTERLINE STAIRWELL BASELINE STA. 4222.61.27, by me or under my direct personal supervision and that 1 132 LF TOP OF RETAINING WALL 'C';;:;�N4••., am a duly licensed Professional Engineer under the laws !yam`'--; of the State of lora. 9. QUANTITY ITEMIZATION: 1,240 LF RETAINING WALL 'A', 2,440 LF RETAINING WALL 'B' ;yob' �� [ 10. QUANTITY ITEMIZATION:500 LF RETAINING WALL 'A",480 LF RETAINING WALL '8' HaMmwlrk '.: 11/18/2014 i� " •. 19776 '',y*••. S:9natu Date II. THE CONTRACTOR WILL BE PAID A LUMP SUM CONTRACT PRICE FOR TEMPORARY SHORING. THIS �: .••*„F JEROME L.HATLEWICK PAYMENT SHALL BE FULL COMPENSATION FOR ALL COSTS ASSOCIATED WITH DESIGNING, FURNISHING, INSTALLING AND REMOVING THE TEMPORARY SHORING NECESSARY TO CONSTRUCT THE RETAINING WALLS �/OW���„++` Printa4 or Typee Name AND RAILROAD BRIDGE. SEE THE F SHEETS FOR APPROXIMATE LOCATIONS OF TEMPORARY SHORING. My license renewal date Is December 31, 2015 DESIGN AND REVIEW OF THE TEMPORARY SHORING IS TO BE BASED ON THE AASHTO GUIDE DESIGN NOTE: Pages or sheets covered by this seal: SHEETS V.I8 THRU V.73 SPECIFICATIONS FOR BRIDGE TEMPORARY WORKS. ROADWAY QUANTITIES SHOWN ELSEWHERE IN THESE PLANS. ENGLISH I IOWA DOT I DESIGN TEAM - SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -1.1-3715(630-70-52 SHEET NUMBER V.16 7 -SR -A' AM SPECIFICATIONS: DESIGN: AASHTO LRFD 6th Ed, SERIES OF 2012. CONSTRUCTION: IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2012, PLUS APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS, DEVELOPMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT. DESIGN STRESSES: DESIGN STRESSES FOR THE FOLLOWING MATERIALS ARE IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 6th Ed,SERIES OF 2012. REINFORCING STEEL IN ACCORDANCE WITH LRFD AASHTO SECTION 5,GRADE 60. CONCRETE IN ACCORDANCE WITH LRFD AASHTO SECTION 5,f'c = 4.0 KSI, STRUCTURAL STEEL IN ACCORDANCE WITH LRFD AASHTO SECTION 6. ASTM A709 GRADE 36, GRADE 50, AND GRADE SOW (AASHTO M270 GRADE 36, GRADE 50, AND GRADE SOW). GENERAL NOTES THE 'ENGINEER-, AS REFERENCED IN THESE PLANS, IS THE CITY OF IOWA CITY CITY ENGINEER OR A DESIGNATED REPRESENTATIVE. LATERAL EARTH LOADS WERE CALCULATED USING THE EQUIVALENT FLUID DENSITIES PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT FOR IST AVENUE AND IAIS RR GRADE SEPARATION, IOWA CITY, IOWA, BY TERRACON, DATED DECEMBER 12, 2013, PAGE 16. BACKFILL EARTH COEFFICIENT EQUIVALENT TYPE PRESSURE (KA,KO OR KP) FLUID CONDITION DENSITY GRANULAR ACTIVE 0.33 40 PCF GRANULAR AT -REST 0.46 55 PCF GRANULAR PASSIVE 3.00 360 PCF ULTIMATE COEFFICIENT OF SLIDING RESISTANCE ON SUITABLE BEARING SOILS 0.60 ON AT LEAST 2 FEET OF CRUSHED STONE AGGREGATE. SLIDING RESISTANCE FACTOR, PHI = 0.85 SURCHARGE LOAD = 250 PSF ULTIMATE BEARING PRESSURE = 5,000 PSF BEARING PRESSURE RESISTANCE FACTOR,PHI = 0.60 THE CONTRACTOR SHALL VERIFY THE SOIL AT THE SITE MEETS THE DESIGN BEARING PRESSURE PRIOR TO PLACING ANY RETAINING WALL FOOTING CONCRETE. ALL COARSE AGGREGATE FOR STRUCTURAL CONCRETE SHALL BE CLASS 3 CRUSHED LIMESTONE. SOIL PROPERTIES FOR THE DESIGN ARE BASED ON THE SOIL BORINGS. THE SOIL PROFILE WILL VARY ALONG THE LENGTH OF THE WALL. THE GRANULAR BACKFILL FOR THE RETAINING WALL BACKFILL SHALL MEET THE IOWA DOT GRADATION NUMBER 35 AS DESCRIBED IN SECTION 4134 (NATURAL SAND/GR.). THE POROUS BACKFILL FOR THE RETAINING WALL SHALL MEET THE IOWA DOT GRADATION NUMBER 29 AS DESCRIBED IN SECTION 4131 (POROUS BACKFILL). THE CRUSHED STONE FOR THE FOUNDATION TREATMENT MATERIAL SHALL MEET THE IOWA DOT GRADATION NUMBER II AS DESCRIBED IN SECTION 4120.04 (CLASS A CRUSHED STONE). THE SOIL FOR THE 2'-0' THICK COMPACTED COHESIVE SOIL COVER SHALL MEET THE REQUIREMENTS OF THE IOWA DOT STANDARD SPECIFICATIONS, SECTION 2102.02, D, 1, o. ALL COSTS ASSOCIATED WITH THE 2'-0* THICK COMPACTED COHESIVE SOIL COVER SHALL BE CONSIDERED INCIDENTAL TO THE BID ITEM 'GRANULAR BACKFILL'. THE REINFORCED CONCRETE RETAINING WALL SHALL HAVE A FORM LINER AND CHEMICAL STAINING. ALL WORKING DRAWINGS, INCLUDING SHOP DRAWINGS AND FALSEWORK DRAWINGS, SHALL BE SUBMITTED ACCORDING TO ARTICLE 1105.03 OF THE STANDARD SPECIFICATIONS. THESE DRAWINGS SHALL BE SUBMITTED TO AND CHECKED BY: CITY OF IOWA CITY - ENGINEERING DEPARTMENT ATTENTION: JASON HOVEL, P.E. 410 E. WASHINGTON STREET IOWA CITY, IA 52240 PHONE: (319) 356-54 10 FAX: (319) 356-5007 EMAIL: joson-hovelciowo-city.org THE CITY AND UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE WITHIN THE CONSTRUCTION LIMITS SHALL BE NOTIFIED BY THE RETAINING WALL CONTRACTOR OF THE CONSTRUCTION STARTING DATE. THE RETAINING WALL CONTRACTOR SHALL WORK IN SUCH A MANNER THAT EQUIPMENT AND MATERIALS SHALL NOT BE ALLOWED TO INTERFERE WITH TRAIN TRAFFIC OR BE ALLOWED TO FALL ON THE RAILROAD TRACKS. INTERFERENCE ABOVE THE RAILROAD TRACK AREA SHALL BE COORDINATED WITH THE RAILROAD. IT SHALL BE THE RETAINING WALL CONTRACTOR'S RESPONSIBILITY TO PROVIDE SITES FOR EXCESS EXCAVATED MATERIAL. NO PAYMENT FOR OVERHAUL WILL BE ALLOWED FOR MATERIAL HAULED TO THESE SITES. TEMPORARY SHORING (SHEET PILE OR OTHER)SHALL BE REQUIRED AS NECESSARY TO PREVENT THE EARTH UNDER THE SHOOFLY RAILROAD, ADJACENT TO THE DETOUR ROADWAY,AND BEHIND THE TEMPORARY CONSTRUCTION EASEMENTS FROM SLOUGHING IN DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A TEMPORARY SHORING PLAN TO THE ENGINEER FOR APPROVAL. THE TEMPORARY SHORING PLAN SHALL BE DESIGNED AND CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF IOWA. THE CONTRACTOR SHALL SUBMIT 6 COPIES OF PLANS FOR TEMPORARY SHORING. THE ENGINEER WILL BE ALLOWED 30 CALENDAR DAYS TO REVIEW THE TEMPORARY SHORING PLAN. THE CONTRACTOR SHALL NOT PROCEED WITH INSTALLATION OF THE TEMPORARY SHORING WITHOUT NOTICE TO PROCEED FROM THE ENGINEER. THE TEMPORARY SHORING SUBMITTAL SHALL INCLUDE: • DESIGN CALCULATIONS (INCLUDING A GLOBAL STABILITY ANALYSIS) SOIL PROPERTIES SHORING MATERIAL PROPERTIES SHORING PLAN LAYOUT (SHOWING LOCATION OF TRAFFIC) SHORING DETAILS TEMPORARY SHORING SHALL BE PAID FOR AS A LUMP SUM INCLUDING ALL COST FOR DESIGNING, FURNISHING, INSTALLING AND REMOVAL. ALL MATERIAL USED FOR SHORING SHALL REMAIN THE PROPERTY OF THE CONTRACTOR. SHORING IS TO BE REMOVED ONLY AFTER BACKFILLING HAS BEEN COMPLETED. IN ADDITION TO THE REQUIREMENTS NOTED ABOVE, ARTICLE 1107.07,OF THE STANDARD SPECIFICATIONS, STILL APPLIES. THESE BRIDGE PLANS LABEL ALL REINFORCING STEEL WITH ENGLISH NOTATION (501 IS a INCH DIAMETER BAR L ENGLISH REINFORCING STEEL RECEIVED IN THE FIELD MAY DISPLAY THE FOLLOWING 'BAR DESIGNATION'. THE 'BAR DESIGNATION' IS THE STAMPED IMPRESSION ON THE REINFORCING BARS,AND IS EQUIVALENT TO THE BAR DIAMETER IN MILLIMETERS. ENGLISH SIZE 3 4 5 6 7 1 8 1 9 10 II BAR DESIGNATION 10 13 16 19 22 25 29 32 36 THIS PROJECT USES THE LOAD AND RESISTANCE FACTOR DESIGN (LRFD) METHODOLOGY FOR DETERMINING PILE CONTRACT LENGTH AND NOMINAL AXIAL BEARING RESISTANCE. NOMINAL AXIAL BEARING RESISTANCES WILL BE LARGER THAN BEARING VALUES IN THE PAST,BUT CONSTRUCTION CONTROL BLOW COUNTS WILL BE APPROXIMATELY THE SAME. A WEAP ANALYSIS AND BEARING GRAPH WILL BE PREPARED BY THE ENGINEER THAT GIVES THE RELATIONSHIP BETWEEN REQUIRED NOMINAL AXIAL BEARING RESISTANCE AND BLOW COUNT. FOR THE CONTRACTOR'S BIDDING PURPOSES, PARTICULARLY FOR THE SIZING OF THE PILE DRIVING HAMMER, THE APPROXIMATE PREVIOUS DESIGN METHODOLOGY BEARING VALUES AT END OF DRIVE (E00)ARE GIVEN BELOW. THESE VALUES SHALL NOT BE USED FOR CONSTRUCTION CONTROL AND ARE GIVEN ONLY FOR COMPARATIVE PURPOSES. • THE PREVIOUS DESIGN BEARING FOR THE WALL -A' SECTION 11, 12, 13 & 14 PILES WOULD HAVE BEEN ABOUT 29 TONS. • THE PREVIOUS DESIGN BEARING FOR THE WALL "A' SECTION 15 & 16 PILES WOULD HAVE BEEN ABOUT 38 TONS. • THE PREVIOUS DESIGN BEARING FOR THE WALL 'A' SECTION 17 & 18 PILES WOULD HAVE BEEN ABOUT 66 TONS. • THE PREVIOUS DESIGN BEARING FOR THE WALL 'B' SECTION I & 2 PILES WOULD HAVE BEEN ABOUT 61 TONS. THE PREVIOUS DESIGN BEARING FOR THE WALL 'B' SECTION 4 & 5 PILES WOULD HAVE BEEN ABOUT 42 TONS. THE PREVIOUS DESIGN BEARING FOR THE WALL 'B' SECTION 6,7 & 8 PILES WOULD HAVE BEEN ABOUT 40 TONS. • THE PREVIOUS DESIGN BEARING FOR THE WALL 'B' SECTION 9 & 10 PILES WOULD HAVE BEEN ABOUT 36 TONS. THE PREVIOUS DESIGN BEARING FOR THE WALL 'B' SECTION II, 12, 13 & 14 PILES WOULD HAVE BEEN ABOUT 28 TONS. N c7 SIDES OF THE FOOTINGS SHALL BE FORMED TO ENSURE CORRECT LINE ANDApPE�T, ALLT1 EXPOSED CORNERS OF 90 DEGREES OR SHARPER SHALL BE FILLETED WITH AJ=DRESS02 AND BEVELED STRIP, UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SRAtt( BEw FORMED WITH BEVELED PLANKS. I l 1 0 MINIMUM CLEAR DISTANCE FROM FACE OF CONCRETE TO NEAR REINFORCING B!q'- IS TO BE 2* UNLESS OTHERWISE NOTED OR SHOWN. I -Tl ALL REINFORCING STEEL SHALL BE SECURELY WIRED IN PLACE BEFORE CONCRETE" IS PLACED. BAR CHAIRS SPACED NOT MORE THAN 3'-0 CENTERS IN EITHER DIRECTION SHALL BE USED TO SUPPORT ALL REINFORCING IN ACCORDANCE WITH, SECTION 2404 OF THE STANDARD SPECIFICATIONS. CONSTRUCTION JOINT KEYWAYS ARE TO BE FORMED WITH BEVELED 2 x 8's, EXCEPT AS NOTED. THE FORM LINER AND CHEMICAL STAINING SHALL BE AS SHOWN ON SHEET U.7. ALL COSTS ASSOCIATED WITH THE MOCK-UP PANELS SHALL BE CONSIDERED INCIDENTAL TRAFFIC CONTROL PLAN TO THE BID ITEM 'STRUCTURAL CONCRETE (MISC.Y. NOTE: THE ROADWAY WILL BE OPEN NOTE: TO THRU TRAFFIC. REFER TO ALL COSTS ASSOCIATED WITH THE CHEMICAL STAINING AND FORM LINERS SHALL BE POLLUTION PREVENTION PLAN SHOWN THE TRAFFIC CONTROL PLAN ON THE CONSIDERED INCIDENTAL TO THE BID ITEM 'STRUCTURAL CONCRETE (MISC.)". ELSEWHERE IN THESE PLANS. ROAD PLAN IN THESE PLANS. ENGLISH IOWA DOT DESIGN TEAM SNVDER 8 ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715f636h-70-52 SHEET NUMBER V. jq • TE• •fl • p L• •PENTBLL• •110DELNAME• •SCALESHMT• 11/18/201R• •DA4 8:16:32 AMV8I � OTB,ldge N:\2C14_Pro.iects\114.0213.;. XXX.bra 52XXXXSV.019 VhI oior.oltcfa BEGIN RETAINING WALL 'A' STA.4216+58.99 RETAINING WALL 'A' RETAINING WALL 'A' = FIRST AVENUE STA. 18+11.69; 170.67 LT STA. 4216+94.99 1 STA. 4217+18.99 = MALL DRIVE STA. 215+81.00;23.51 LT RETAINING WALL 'A' RETAINING WALL 'A' STA. 4216+82.99 1 STA. 4217+06.99 710 705 700 695 690 685 680 675 - TOP OF WALL I ---_-_ --_---_ - 0000------ ---- - ----- - ELEV. 696.50 .... --_ --_- ----- ..._-- ----....-TOP OF WALL TOP OF WALL TOP OF WALL TOP OF WALL ELEV. 696.00 ELEV. 697.00 ELEV. 697.50ELEV.695.50 _ -_--_ - --- = - _ = .. - - IF WALL 698.00-- - 1 ---EXISTING rTOP OF WALL GROUND I ELEV. 698.50 LINE ---- 111 I 0000.. 0000 .. - -.................. __ - ---.------. .TOP OF FTG......_..- - ------ - - ELEV. 691.50 PROPOSED GRADE TOP OF FTG. PR --------.. -.------___(FAR SIDE)...... ELEV. 689.50 (Si........................ RETAINING WALL "A" ELEVATION BEGIN RETAINING WALL 'A' STA. 4216+58.99 = P.C. = FIRST AVENUE STA. 18+11.691 170.67 LT = MALL DRIVE STA.215+81.00;23.51 LT TEMPORARY EASEMENT (TYP.) RETAINING WALL 'A' PI STA. 4217+15.16 A = 150 17' 48.65' (LT) D = 130 41' 46.33' T = 56.1775 0 L = 111.6868 0 R = 418.3333 0 E = 3.7551 ----- PC STA. 4216+58.99--. PT STA. 4217+70.67 + ----- -BASE LINE qw N RETAINING WALL 'A' •J m LIMITS (TYP.) 'P REt p1N(N to 42(6+11.89 `� T 5 P.F RSt AVENUE 50 Lt St A. 18+(A.55 33i Oolt pp* b /^`�1,p.USINESS- RETAINING WALL 'A'--- : SIGN P.C.C. = STA. 4217+70L = FIRST AVENUE STA. 17+86.37; 61.40 LT 23MALL 50 LT A%% STA. 216+98.42, \Q,1,0 I q% V ----------------------- _--------------------- - _--:=---�F IM = 692.87-� INV = 688.27 j MALL DRIVE = P.G.L. SITUATION PLAN MH C -8A - RIM = 692. - -INV = 663. 0 0 + r- INT RIM = 691.91 INV = 687.97 fF97_ )SED GRADE___ _ ET SIDE) OF SIDEWALK) 7I0 705 700 695 690 685 680 675 MATCH LINE RETAINING WALL 'A' STA. 4218+14.34 BEGIN RETAINING WALL "A' (SIDEWALK WALL) STA. 4118+15.00, = FIRST AVENUE STA. 18+15.00;33.50 LT W a 1 (41 2 J II'L OFa ABASE LINE Q, RETAINING WALL 'A' (SIDEWALK WALL) 1 18+00.00 It1 RETAINING WALL 'A' P.I. STA. 4217+99,16 A = 950 14' 06.89' (LT) D = 2200 22' 06.18' T = 28.4912' L = 43.2164' R = 26.00' E = 12.5714' PC STA. 4217+70.67 PT STA. 4218+13.89 EXISTING STORM INTAKE T/RIM = 692.27_1 I.E. 12' RCP IN (N)= 687.57 I.E. 12' RCP IN (W)= 687.57 I.E. 12' RCP OUT (S) = 687.57 PVT STA. = 4118+60.00 PVT ELEV. = 690.50 VPI STA.= 4118+40.00 VPI ELEV. = 690.40 VC = 40.00'.00' K = 11 3 13/ +0.50'/. VPC STA. = 4118+20.00 VPC ELEV. = 691.03 VERTICAL CURVE PROFILE DATA FOR SIDEWALK LOCATION RETAINING WALL 'A' NORTH OF MALL DRIVE AND WEST OF FIRST AVENUE T -79N R -6W SECTION 13 & 14 SCOTT TOWNSHIP PART OF CITY OF IOWA CITY JOHNSON COUNTY UTILITIES LEGEND: FIBER OPTIC TELEPHONE C (D) FIBER OPTIC TELEPHONE FO (0) MID AMERICAN ENERGY ELECTRIC E (D) MID AMERICAN ENERGY GAS BENCH MARK N0. FIRST AVENUE 575026+15.67, RT RETAINING WALL 'A' RETAINING WALL 'A' MATCH LINE 9175, ELEV. s' REBAR W/CAP 9175, ELEV. 918.678 N. 606127.504 E. 2186476.576 6.576 57X STA. 4217+90.99 RETAINING WALL 'A' (EXPANSION JOINT) OE (D) I STA. 4218+14.34 RETAINING WALL 'A'� STA. 4217*78.99 I = FIRSTT AVENUE STA. 18*15.00;33.50 LT - TOP OF WALL I ---_-_ --_---_ - 0000------ ---- - ----- - ELEV. 696.50 .... --_ --_- ----- ..._-- ----....-TOP OF WALL TOP OF WALL TOP OF WALL TOP OF WALL ELEV. 696.00 ELEV. 697.00 ELEV. 697.50ELEV.695.50 _ -_--_ - --- = - _ = .. - - IF WALL 698.00-- - 1 ---EXISTING rTOP OF WALL GROUND I ELEV. 698.50 LINE ---- 111 I 0000.. 0000 .. - -.................. __ - ---.------. .TOP OF FTG......_..- - ------ - - ELEV. 691.50 PROPOSED GRADE TOP OF FTG. PR --------.. -.------___(FAR SIDE)...... ELEV. 689.50 (Si........................ RETAINING WALL "A" ELEVATION BEGIN RETAINING WALL 'A' STA. 4216+58.99 = P.C. = FIRST AVENUE STA. 18+11.691 170.67 LT = MALL DRIVE STA.215+81.00;23.51 LT TEMPORARY EASEMENT (TYP.) RETAINING WALL 'A' PI STA. 4217+15.16 A = 150 17' 48.65' (LT) D = 130 41' 46.33' T = 56.1775 0 L = 111.6868 0 R = 418.3333 0 E = 3.7551 ----- PC STA. 4216+58.99--. PT STA. 4217+70.67 + ----- -BASE LINE qw N RETAINING WALL 'A' •J m LIMITS (TYP.) 'P REt p1N(N to 42(6+11.89 `� T 5 P.F RSt AVENUE 50 Lt St A. 18+(A.55 33i Oolt pp* b /^`�1,p.USINESS- RETAINING WALL 'A'--- : SIGN P.C.C. = STA. 4217+70L = FIRST AVENUE STA. 17+86.37; 61.40 LT 23MALL 50 LT A%% STA. 216+98.42, \Q,1,0 I q% V ----------------------- _--------------------- - _--:=---�F IM = 692.87-� INV = 688.27 j MALL DRIVE = P.G.L. SITUATION PLAN MH C -8A - RIM = 692. - -INV = 663. 0 0 + r- INT RIM = 691.91 INV = 687.97 fF97_ )SED GRADE___ _ ET SIDE) OF SIDEWALK) 7I0 705 700 695 690 685 680 675 MATCH LINE RETAINING WALL 'A' STA. 4218+14.34 BEGIN RETAINING WALL "A' (SIDEWALK WALL) STA. 4118+15.00, = FIRST AVENUE STA. 18+15.00;33.50 LT W a 1 (41 2 J II'L OFa ABASE LINE Q, RETAINING WALL 'A' (SIDEWALK WALL) 1 18+00.00 It1 RETAINING WALL 'A' P.I. STA. 4217+99,16 A = 950 14' 06.89' (LT) D = 2200 22' 06.18' T = 28.4912' L = 43.2164' R = 26.00' E = 12.5714' PC STA. 4217+70.67 PT STA. 4218+13.89 EXISTING STORM INTAKE T/RIM = 692.27_1 I.E. 12' RCP IN (N)= 687.57 I.E. 12' RCP IN (W)= 687.57 I.E. 12' RCP OUT (S) = 687.57 PVT STA. = 4118+60.00 PVT ELEV. = 690.50 VPI STA.= 4118+40.00 VPI ELEV. = 690.40 VC = 40.00'.00' K = 11 3 13/ +0.50'/. VPC STA. = 4118+20.00 VPC ELEV. = 691.03 VERTICAL CURVE PROFILE DATA FOR SIDEWALK LOCATION RETAINING WALL 'A' NORTH OF MALL DRIVE AND WEST OF FIRST AVENUE T -79N R -6W SECTION 13 & 14 SCOTT TOWNSHIP PART OF CITY OF IOWA CITY JOHNSON COUNTY UTILITIES LEGEND: FIBER OPTIC TELEPHONE C (D) FIBER OPTIC TELEPHONE FO (0) MID AMERICAN ENERGY ELECTRIC E (D) MID AMERICAN ENERGY GAS 3' G (00 IOWA CITY WATER DISTRIBUTION 8" W (DO IOWA CITY WASTEWATER 2"S (D) IOWA CITY WASTEWATER 21' S (D) IOWA CITY WASTEWATER 72" S (D) MID AMERICAN HIGH VOLTAGE OE (D) TRAFFIC ESTIMATE 2012 AADT 13,700 V.P.D. 2030 AADT 17,500 V.P.D. TRUCKS 2 X 0 ENGLISH 20 SCALE IN FEET ' ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STV -U-3715(636)--70-52 SHEET NUMBER V"20 *USER* *DATE* *FILE* ark-pp.;L. *PENTBLL* WnnFl NAUF9 .,1 FcunnT• --H c-) �o �c---• � r, -0 r'T7 CX) ' ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STV -U-3715(636)--70-52 SHEET NUMBER V"20 *USER* *DATE* *FILE* ark-pp.;L. *PENTBLL* WnnFl NAUF9 .,1 FcunnT• MATCH LINE RETAINING WALL 'A' STA. 4218+14.34 = FIRST AVENUE STA. 18+15.00; 33.50 LT 705 -RETAINING WALL 'A' STA. 4218+26.34 RETAINING WALL 'A' - STA. 4218+50.34 STA. 4218+62.34 RETAINING WALL 'A' STA. 4218+86.34 (EXPANSION JOINT) RETAINING WALL 'A' RETAINING WALL 'A' STA. 4218+98.34 STA. 4219+22.34 (EXPANSION JOINT) TOS TOP OF WALL TOP OF WALL TOP OF WALL TOP OF WALL 700 -... ELEV. 698.50-- - -_-- -ELEV. 699.00--" ""-------- ------ £LEV. 699.50 ---.-------._--._.-. .....-.-----.. .ELEV. 700.00_--....----___- -. I-__-- - - - - - 695 ---- ---- -- - -- -- - - - - ----- - -- ---- ----- ----- -- BENCH MARK NO.BM#I/CP#15 FIRST AVENUE STA.26+15.67,26.64'RT END RETAINING WALL 'A' a' REBAR W/CAP 9175,ELEV.918.678 N.606127.504 E.2186476.576 STA. 4219+79.02 = FIRST AVENUE STA. 19+87.23;33.50 LT • END OF SW WINGWALL RR BRIDGE PVT STA'- 4118+60.00 710 PVT ELEV. = 690.50 ---------- VPI STA.= 4118+40.00 705 VPI ELEV. = 690.40 EXISTING VC = 40.00' -/GROUND 700 K = II ---LINE --- 3.13'/. +0.507. +0.50% /1 PROPOSED GRADE-- TOP OF PROPOSED 695 690 F6685 80 - - _ TOP OF FTG. ------------------------ -ELEV. 683.50. -. TOP OF FTG. u u u u u u ELEV. 687.50- - TOP OF FTG. 675 ELEV. 685.50 BEGIN RETAINING STEEL BRG. PILING STEEL BRG. PILING WALL "A' (SIDEWALK WALL) STA. 4118+15.00 4, -MATCH LINE RETAINING WALL 'A' / STA. 4218+14.34 = FIRST AVENUE STA. 18+15.00;33.50 LT / RETAINING WALL °A' P.C.C.= STA. 4218+13.89 ' -- -= FIRST AVENUE ;-- •, STA. 18+14.53; 33.50 LT -___• X41 P'•-E?BASE LINE �•-�•_� RETAINING WALL 'A' im 0 �_wm , a m F I MR STEEL BRG. PILING RETAINING WALL O O O O t OT TEMPORARY EASEMENT N R BEGIN RETAINING WALL 'A'.-------------- - / (SIDEWALK WALL) •" --_ ^� STA. 4118+15.00 BASE LINE / RETAINING WALL A" / (SIDEWALK WALL) Li O FIRST AVENUE = P.G.L. O O RETAINING WALL 'A' + / (SIDEWALK WALL) Ol PI STA. 4119+13.75 A = 150 15' 07.94' (LT) = 70 46'08 * III owe T = 98.7455L L = 196.3234 R = 737.5000 E = 6.5813 PC STA. 4118+15.00 PT STA. 4120+11.32 0 + 011 \ EXISTING - ROW (TYPJ Q -- -- ... 'SIDEWALK WALL ----- -- +15.00 (FAR SIDE) 690 VPC STA. = 4118+20.00 VPCVPC AELEV120691.28 -------- VPC ELEV.= 691.03 _ _ 685 _ 680 VERTICAL CURVE PROFILE 675 DATA FOR SIDEWALK TOP OF FTG.J STEEL BRG. P I L ING ELEV. 681.50 "A" ELEVATION RETAINING WALL 'A' PI STA. 4219+11.93 A = 150 17' 15.84' (LT) D = 70 50' 36.11' T = 98.0388 L = 194.9130 R = 730.5000 E = 6.5494 PC STA. 4218+13.89 PT STA. 4220+08.80 REINSTALL BUSINESS SIGN SITUATION PLAN / `(SIDEWALKRETAINING WALL °A" UTILITIES LEGEND: PROPOSED GRADE L (STREET SIDE) STA. 4119+81.26 FIBER OPTIC TELEPHONE C (D) 71: '..✓ FIBER OPTIC TELEPHONE FO (D) a. O MID AMERICAN ENERGY ELECTRIC E (D) O MID AMERICAN ENERGY GAS 3' G (DO IOWA CITY WATER DISTRIBUTION 8" W (DO O IOWA CITY WASTEWATER 2' S (D) O IOWA CITY WASTEWATER 21' S (D) + IOWA CITY WASTEWATER 72'S (D) O MID AMERICAN HIGH VOLTAGE OE (D) CV N / V kI ' I Q END RETAINING WALL "A' /�� (3, FIRST 4219+79.02 `V = FIRST AVENUE STA. 19+87.23;33.50 LT 2 0 O Q END RETAINING WALL "A" _ SIDEWALK WALL) _I STA. 4119+81.26 O- - - - - - - - - - O m 00 O o N o �00 N Ia I I N_ L 0 ENGLISH 20 SCALE IN FEET ' ENGLISH I IOWA OOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NU8ER STP -U -37I5(636)--70-52 SHEET NUMBER V°21 4USERi *DATE AFLE$ g:,_ L,',Ll APENTBLU wnnn ueua .cr er ccuner. l -19 v u� 7� I L 71: '..✓ . a. co 0 ENGLISH 20 SCALE IN FEET ' ENGLISH I IOWA OOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NU8ER STP -U -37I5(636)--70-52 SHEET NUMBER V°21 4USERi *DATE AFLE$ g:,_ L,',Ll APENTBLU wnnn ueua .cr er ccuner. ORNAMENTAL FENCE m m If! m m m m m m m II' -0 II' -0 m e 11'-0 N e II' -0 Y II' -0 a o m o 6 6 6 6 6 6 6 m 0 m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 F RETAINING WALL AND = FOR SPACING = r+- _i 2 MATCH LINE I'-0 I 710 v Z v v A v c 1'-0 v VERT B v v .34 STA. 4218+14.34 710 4" (MA)c.) N .. .. N ..... I .. _ N ___________N ......... ................. ... ........ . N __ ___ ...I...... .... 705 C.Jt o —c 1~/1 N SEE SHEET V.25 FOR w I ....... - it ro `- —C -it C.Jt C.J+ E.Jt C.Jt C.Jt AT 12" O.C. C.Jt C.Jt C.Jt C.Jt E.Jt 705 700 -- 12•-0 � 12'-0 �-:1 o 12'-0 - -'a' 12'-0 12•-0 - 1......- 12•-0 - - 12'-0 12•-0 ' 12•-0 .!............... 12'-0 12•-0 12•-0 43 '�..... 700 LEGEND g 05 OWLS ATI #5 DWLS AT 12" O.C. I n5 OWLS AT 12' O.C. m w 12"O.C. OJOINTINT 695 > SIDEWALK EL V. VARIES a SIDEWALK 695 E.Jt - EXPANSION a O 1 O 2 O 3 O 4 O 5 O 0....... 6 6 O O.. 6 O 0........ 7 B T - O 0 �(�T -0 690 N I i N I > �' . 690 •p I 685 12'&C. 12* .C. -- 6p 00 ----------------------------------- -------------------- A --------- c"2X8 -------- ------------------- ---------- ---- B - - ----------------- - --------------------- -P.C.C. STA. 4217+70.67 t, P.C.C. STA. 4218+13.89 . ............ _...........- ------_........_- ----68-5- 680 KEYWAY#5 675 l 675 6 205'-6 205'-6 ° D(TYP.) 205'-6 205'-6 205'-6 2o5'-6 rn 205'-6 205'-6 2e5'-6 WS AT 12' O.C. ....._.._... __...... 205'-6 205'-6 205'-6 2 EO SPA 6 ORNAMENTAL FENCE POST SPACING II' -0 II' -0 11•-0 11'-0 II' -0 II' -0 II' -0 II' -0 II' -0 10'-43 (TYPICAL TOP OF 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 RETAINING WALL AND FOR SPACING _i 2 GRADE I'-0 I AT THE SIDEWALK) RETAINING WALL "A" Z BASE LINE NOTE: FOR WALL ELEVATIONS SEE SITUATION PLAN SHEET V.20. i0 I GRADE VARIES 1'-0 1 FORM LINER L. ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.22 4115ERt DATE. *FILE* R Lt APENTBLLS A400ELNA4Es �SULESHORT� 11/18/2014 9:11.24 AMVRI 1nnTRF1dna N-\2nl4 Pmlcrta\114-(1213- f11\f,Id\12YYYY hm S2YYYY¢v m2 If7}'�".. �t ern W5 HORI Z. EA. FACE BASE LINE SEE SHEET V.28 FOR SPACING _i 2 GRADE I'-0 I "7 AT 12'O.C. 05 AT IZ' . VERT D.C.& °i VARIES FORM LINER VERT I 4" (MA)c.) I #5 HORI Z. EA. FACE o SEE SHEET V.25 FOR w SPACING ro `- ¢a wW5 AT 12" O.C. #5 AT 12" O.C. VERT w > =7 OWLS AT � o VERT a 12' O.C. n > g 05 OWLS ATI #5 DWLS AT 12" O.C. I n5 OWLS AT 12' O.C. m w 12"O.C. > SIDEWALK EL V. VARIES a SIDEWALK > a I I I `� I ELEV. VARIES::- In N J w ^ a III N J IIIIJ IIS �(�T -0 N I i N I > �' •p I u� � 12'&C. 12* .C. c"2X8 2X8 BEVELED n KEYWAY#5 AT 12" O.C. #7 AT 12' O.C. ° D(TYP.) HOOK (TYP.) rn HOOK WS AT 12' O.C. ><5 AT 12' O.C. 2'-9 I'-0 I'-3 2-9 1 I'-0 4'-9 5'-0 8'-6 SECTION A -A SECTION B -B WALL 'A' WALL 'A' STA. 4216+58.99 TO STA. 4217+30.99 STA. 4217+30.99 TO STA. 4318+14.34 L. ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.22 4115ERt DATE. *FILE* R Lt APENTBLLS A400ELNA4Es �SULESHORT� 11/18/2014 9:11.24 AMVRI 1nnTRF1dna N-\2nl4 Pmlcrta\114-(1213- f11\f,Id\12YYYY hm S2YYYY¢v m2 If7}'�".. �t ern MATCH LINE r BASE LINE — e o nFN 700 ..... ......... T6_91 6.95.. -�LEGEND (�p ---------- -------670 C.Jt = CONTRACTION JOINT E.Jt = EXPANSION JOINT 6.135 SIDEWALK P.G.L. ELEV. 680 675 a 690.82 I1 690.88 I7 690.94 17 691.00 17 691.06_ IB 0 12'-0 .a STA. 4218+14.34 FORM LINER 8tl AT 12' O.C. VERT BASELINE & P.G.L. m 4:1 (A14A. 0D m 710....... SE AT 12' O.C. VERT N N 705C.Jt C.Jt m C.Jt c.Jt C.Jt N loo - ---------------------- 12'-0 .... 12'-0 12'-0 12'-0 12'-0 12'-0 ~TOP -------- -- ------------- ------- ------ ------------------------ BC OWLS AT 12' O.C. MIN. LAP = 6'-4 695 SIDEWALK '- 5d OWLS AT 12" O.C. 0 ............ .. 691.18 .... 690.83 ._. .. 690.59 ..... 690.49 ... 690.52 .. .. 690.58 .. --- 690 2 2 3 4 4 a 6 ° 685 Se HORIZ. 'M 5e HORIZ. EA.FACE % 5f DWLS 0 12' O.C. > 680 675 .........6.. ....2e5, -6.......-P05•..6....... 20Y-6.....'-'205`-fi 2C5',6 ORNAMENTAL ORNAMENTAL FENCE POST SPACING II -0 -0 II'-0 II' -0 II' -0 II' -0 (TYPICAL TOP OF I 6 6 6 6 6 6 6 6 I 6 6 6 RETAINING WALL AND AT THE SIDEWALK) C \fU�' Y _" 710 ................... ............................ .... .... Wa ----.......710 E Jt C Jt C.Jt E it C Jt C it C it C it N E Jt 705 --------- -r- -.--- ... :.---- 12'-0 12'-0 12'-0 12'-0 � 12'-a . 12'-.0 12' ---•-------- -------- - -" Yo5'-8 6 6 -205._6 ------- . 205........ 205.6---- -- 205.-y........ 2aS,_fi....----205. 6-------------J-. 6. ----- ...--- ----- 111-0 11'-0 1I'-0 11-0 11'-0 11'-0 6 6 6 6 6 6 66 6 6 6 6 RETAINING WALL "A" NOTE: FOR WALL ELEVATIONS SEE SITUATION PLAN SHEET V.21. r BASE LINE — —5g HORIZ. nFN 700 ..... ......... T6_91 6.95.. -�LEGEND (�p ---------- -------670 C.Jt = CONTRACTION JOINT E.Jt = EXPANSION JOINT 6.135 SIDEWALK P.G.L. ELEV. 680 675 w 690.82 I1 690.88 I7 690.94 17 691.00 17 691.06_ IB 0 12'-0 SIDEWALK WALL +° FORM LINER 8tl AT 12' O.C. VERT BASELINE & P.G.L. 4:1 (A14A. -205._6 ------- . 205........ 205.6---- -- 205.-y........ 2aS,_fi....----205. 6-------------J-. 6. ----- ...--- ----- 111-0 11'-0 1I'-0 11-0 11'-0 11'-0 6 6 6 6 6 6 66 6 6 6 6 RETAINING WALL "A" NOTE: FOR WALL ELEVATIONS SEE SITUATION PLAN SHEET V.21. 0 n 0 BASE LINE — —5g HORIZ. nFN 24— w i 2' -II 1'-6 STD 90° HOOK (TYP.) 5'-6 0 12'-0 SIDEWALK WALL +° FORM LINER 8tl AT 12' O.C. VERT BASELINE & P.G.L. 4:1 (A14A. 0D SE AT 12' O.C. VERT ,05o HOR I Z. EA. FACE SEE SHEET V.30 FOR — SPACING 0 ~TOP OF PROPOSED o = BC OWLS AT 12' O.C. MIN. LAP = 6'-4 SIDEWALK '- 5d OWLS AT 12" O.C. 0 w MIN. LAP = 3'-3 7'-0 3 a OPTIONAL CONSTRUCTION JOINT > AND 2x8 BEVELED KEYWAY 5g HORIZ. a 6 ° Se HORIZ. 'M 5e HORIZ. EA.FACE % 5f DWLS 0 12' O.C. > 0 n 6c AT 12" O.C. Sb AT 12' O.C. 5f OWLS AT 12' O.C. 9c AT 12' O.C. NOTE:AREA BETWEEN THE RETAINING WALL AND THE SIDEWALK WALL AND BELOW THE SIDEWALK TO BE BACKFILLED WITH UNCOMPACTED GRANULAR BACKFILL. BASE LINE i � I'-0 I ° FORM �� LINER n...1F 11 4:1 8tl OWLS AT 12" O.C. MIN. LAP = 6'-4 5d OWLS AT 12' O.C. MIN. LAP = 3'-3 OPTIONAL CONSTRUCTION JOINT AND 2x8 BEVELED KEYWAY 0 m 6 NOTE: SIDEWALK P.G.L. ELEVATIONS ARE SHOWN AT RETAINING WALL JOINTS. FOR TOP OF PROPOSED SIDEWALK ELEVATIONS SEE VERTICAL CURVE PROFILE DATA FOR SIDEWALK SHEET V.20 & V.21. TOP OF SIDEWALK ELEVATIONS AT FACE OF RETAINING WALL 'A' (WALL 'A" BASELINE)ARE SIDEWALK P.G.L. ELEVATIONS -0.1 FEET. 8tl AT 12' O.C. VERT 5d AT 12' O.C. VERT So HORIZ.EA.FACE SEE SHEET V.32 FOR SPACING 7'-0 1'-6 m a a 5f 0 12' O.C. VERT s SIDEWALK WALL BASELINE & P.G.L. TOP OF PROPOSED SIDEWALK 3 3 0 X8 BEVELED KEYWAY — —5g HORIZ. nFN 24— w O.C. VERT 2' -II 1'-6 STD 90° HOOK (TYP.) 5'-6 I I \14 1'-1 1'- 12'-0 6c AT 12" O.C. Sb AT 12' O.C. 5f OWLS AT 12' O.C. 9c AT 12' O.C. NOTE:AREA BETWEEN THE RETAINING WALL AND THE SIDEWALK WALL AND BELOW THE SIDEWALK TO BE BACKFILLED WITH UNCOMPACTED GRANULAR BACKFILL. BASE LINE i � I'-0 I ° FORM �� LINER n...1F 11 4:1 8tl OWLS AT 12" O.C. MIN. LAP = 6'-4 5d OWLS AT 12' O.C. MIN. LAP = 3'-3 OPTIONAL CONSTRUCTION JOINT AND 2x8 BEVELED KEYWAY 0 m 6 NOTE: SIDEWALK P.G.L. ELEVATIONS ARE SHOWN AT RETAINING WALL JOINTS. FOR TOP OF PROPOSED SIDEWALK ELEVATIONS SEE VERTICAL CURVE PROFILE DATA FOR SIDEWALK SHEET V.20 & V.21. TOP OF SIDEWALK ELEVATIONS AT FACE OF RETAINING WALL 'A' (WALL 'A" BASELINE)ARE SIDEWALK P.G.L. ELEVATIONS -0.1 FEET. 8tl AT 12' O.C. VERT 5d AT 12' O.C. VERT So HORIZ.EA.FACE SEE SHEET V.32 FOR SPACING 7'-0 1'-6 m a a 5f 0 12' O.C. VERT s SIDEWALK WALL BASELINE & P.G.L. TOP OF PROPOSED SIDEWALK 3 3 0 X8 BEVELED KEYWAY — —5g HORIZ. n —5f AT 12' w O.C. VERT —5e HORIZ. a > EA. FACE STD 90° HOOK (TYP.) 5'-6 6C AT 12' O.C. Sb AT 12' O.C. Sf OWLS AT 12' O.C. —9c AT 12" O.C. N X8 BEVELED KEYWAY rn71 n 2' -II 1'-6 STD 90° HOOK (TYP.) 5'-6 I' -I 14 1'- 121-0 6C AT 12' O.C. Sb AT 12' O.C. Sf OWLS AT 12' O.C. —9c AT 12" O.C. SECTION C -C SECTION D -D WALL "A" WALL "A" STA.4218+14.34 TO STA. 4218+50.34 STA. 4218+50.34 TO STA. 4218+86.34 ENGLISH IOWA DOT I DESIGN TEAM © SNYDER 8. A55oCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.23 *USER$ 4DATEs *FILEt q L• WENTBLU 11/1R/7(114 9n1FH)F AMVRi TF)nTRrid,n N•\7n14 Pmior+c\114 n717 n1%CG.l.i\�wvvr ham,. Fwvvvcv n" *ALTO Y......i+,.F„ $MODELNAMEs tSCALESHORL N rn71 f'I 1 m 0D SECTION C -C SECTION D -D WALL "A" WALL "A" STA.4218+14.34 TO STA. 4218+50.34 STA. 4218+50.34 TO STA. 4218+86.34 ENGLISH IOWA DOT I DESIGN TEAM © SNYDER 8. A55oCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.23 *USER$ 4DATEs *FILEt q L• WENTBLU 11/1R/7(114 9n1FH)F AMVRi TF)nTRrid,n N•\7n14 Pmior+c\114 n717 n1%CG.l.i\�wvvr ham,. Fwvvvcv n" *ALTO Y......i+,.F„ $MODELNAMEs tSCALESHORL * NOTE: FOR TOP OF PROPOSED SIDEWALK ELEVATION SEE VERTICAL CURVE PROFILE DATA FOR SIDEWALK SHEET V.20 & V.21 I i I'-0 BASE LINE FORM LINER SIDEWALK WALL BASELINE & P.G.L. 9 / (M4X1 STD 90° 7tl AT 6" O.C. VERT 5d AT 12' O.C. VERT 50 HORIZ. EA. FACE SEE SHEET V.34 FOR SPACING I 19 TOP OF PROPOSED 1'-6 5'-6 SIDEWALK 12'-0 7'-0 3 0 OPTIONAL1• CONSTRUCTION JOINT AND 2xB BEVELED59 HORIZ. KEYWAY '-6 ,° a n a n i 7tl OWLS a 6' O.C. s '^ a a 5d OWLS 0 12' D.C. a 5f AT 12' v i n < s Sf 0 12' O.C. VERT > O.C. VERT n i 5e HORIZ. Se HORIZ. EA.FACE 5f OWLS 0 12' O.C. 7c AT 12' O.C. 6b AT 12' O.C. 5f OWLS AT 12' O.C. 6c AT 6' O.C. SECTION E -E WALL "A" STA. 4218,86.34 TO STA. 4219+22.34 ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY $FILE* 9:IR:94 AMVR1 InnTRridnP N-\9(114 P,mart.,\114_n913n7\Ca,Li\F9vvvv :.... F9vvvvQv m4 �PIbF°,R,Yk' n11, -r„ NOTE:AREA BETWEEN THE RETAINING WALL AND THE SIDEWALK WALL AND BELOW THE SIDEWALK TO BE BACKFILLED WITH UNCOMPACTEO GRANULAR BACKFILL. BASE LINE i 11-01 I FORM SIDEWALK WALL LINER BASELINE & P.G.L. 9d AT 6' O.C. VERT 5d AT 12' O.C. VERT 5a HORIZ. EA. FACE SEE SHEET V.36 FOR SPACING OPTIONAL 7'-0 CONSTRUCTION JOINT m AND 2x8 BEVELED - KEYWAY 'a JOHNSON COUNTY I PROJECT NUMBER STP -U-37 *PE a � J m _i 9d OWLS W 6' O.C. 5d OWLS 6 12' O.0 a n a J Sf 0 12' O.C. VERT 5e HORIZ. 2X8 BEVELED -STD 90° HOOK (TYP.) -TOP OF PROPOSED SIDEWALK 3 —5g HORIZ-`- in i � YFf AD i -5f AT 12' f�- O.C. VERT C"' -5e MORI Z. ='&. EA. FACE.C- a J CID n i �7c AT 12' O.C. )-6b AT 12' O.C. —5f OWLS AT I2' O.C. `7c AT 6' O.C. 0 2'-0 5'-0 a 2' -II I'-6 5'-6 I'-1 I'- 12'-0 SECTION F -F WALL 'A' STA. 4219-22.34 TO STA. 4219.79.02 i(636)--70-52 I SHEET NUMBER V.24 ILL$ 2X8 BEVELED KEYWAY STD 90° HOOK (TYP.) n I 19 2' -II 1 1'-6 5'-6 1'-1 1'- 12'-0 7c AT 12' O.C. 6b AT 12' O.C. 5f OWLS AT 12' O.C. 6c AT 6' O.C. SECTION E -E WALL "A" STA. 4218,86.34 TO STA. 4219+22.34 ENGLISH IOWA DOT DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY $FILE* 9:IR:94 AMVR1 InnTRridnP N-\9(114 P,mart.,\114_n913n7\Ca,Li\F9vvvv :.... F9vvvvQv m4 �PIbF°,R,Yk' n11, -r„ NOTE:AREA BETWEEN THE RETAINING WALL AND THE SIDEWALK WALL AND BELOW THE SIDEWALK TO BE BACKFILLED WITH UNCOMPACTEO GRANULAR BACKFILL. BASE LINE i 11-01 I FORM SIDEWALK WALL LINER BASELINE & P.G.L. 9d AT 6' O.C. VERT 5d AT 12' O.C. VERT 5a HORIZ. EA. FACE SEE SHEET V.36 FOR SPACING OPTIONAL 7'-0 CONSTRUCTION JOINT m AND 2x8 BEVELED - KEYWAY 'a JOHNSON COUNTY I PROJECT NUMBER STP -U-37 *PE a � J m _i 9d OWLS W 6' O.C. 5d OWLS 6 12' O.0 a n a J Sf 0 12' O.C. VERT 5e HORIZ. 2X8 BEVELED -STD 90° HOOK (TYP.) -TOP OF PROPOSED SIDEWALK 3 —5g HORIZ-`- in i � YFf AD i -5f AT 12' f�- O.C. VERT C"' -5e MORI Z. ='&. EA. FACE.C- a J CID n i �7c AT 12' O.C. )-6b AT 12' O.C. —5f OWLS AT I2' O.C. `7c AT 6' O.C. 0 2'-0 5'-0 a 2' -II I'-6 5'-6 I'-1 I'- 12'-0 SECTION F -F WALL 'A' STA. 4219-22.34 TO STA. 4219.79.02 i(636)--70-52 I SHEET NUMBER V.24 ILL$ STA. 4216+58.99 12'-0 6 6 11 SPA. AT 1'-0 = 11'-0 —� 12-5d1 (E.F.) -2'-6 �t (MIN 5al (E.F.)� 5o2 (E.F.)� M 12'-0 6 6 - 11 SPA. AT 1'-0 = I I'-0 12-5d1 (E.F.) 2'-6-6 (MIN Sal (E.F.)� 5a2 (E.FJ� STA. 4216+94.99 I 12'-0 6 11 SPA. AT I'-0 = 1I'-0 I 6 12-5d2 (E.F.) 2'-6 (MIN r5ol (E.F.) 5o2 (E.FJ� 5d (E.F.) --d 5cl J/ 5b J 5d2 (E.F.) DOWEL 5cl J DOWEL PART WALL ELEVATION - "A" (SECTIONSlO&O2 ) STA. 4216+94.99 F 12'-0 6 I _ 11 SPA. AT 1'-0 = I I'-0 12-5tl3 (E.F.), 12-Sd4 (E.F.) k2'-6 1e 2'-6-6 (MIN.)� 5al (E.F.) (MIN I I x-502 (E.F.) 5a2 (E.UJ STA. 4217+18.99 � STA. 4217+18.99 STA. 4217+30.99 I � 12'-0 I EXPANSION JOINT 12'-0 I N -I 6 II SPA. AT 1'-0 = 11'-0 I 6 6 - 11 SPA. AT 1'-0 = 11'-0 I 6 12-5d3 (E.F.), 12-5d6 (E.F.) C.' m a.1 12-5d3 (E.F.), 12-5dS (E.F.) y_g 2'-6 OSJ IN (MIN.)� 5al (E.F.) s n 5o2 (E.F.) AD Sal (E.F.) Sat (E.FJ(M '° TI O Q I(1 .- a O N OI I C_'[7 ,Nan I m 5d3 (E.FJJ 5cl �/ 5bl DOWEL 5cl J PART WALL ELEVATION - "A" (SECTIONS (a)&(4)) n 5cl 5d3 (E.F.)J 5bl J o 5cl DOWEL 5b12 SEE STEP DETAIL SHEET V.72 PART WALL ELEVATION - "A" (SECTIONS QS ) LEGEND B.F.= BACK FACE F.F. = FRONT FACE E.F. = EACH FACE ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.25 USE IOATLO FLE R Lt APENTEN AMODELNAMES $SCALESHORTS 71/18/2014 8:20:01 AMVB1_IDOTBrldge N:\2014_Prolect5\114.0213.01\Gadd\52XXXX.hrn 52XXXXSV.025I��n in r.nitrfn E NOTE: 1. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,UNLESS NOTED OTHERWISE. PART FOOTING PLAN - "A" (SECTIONS 100203 406 QS ) (BARS FROM LOWER FOOTING NOT SHOWN ) MEASURED ALONG BASE LINE LEGEND B.F.= BACK FACE F.F. = FRONT FACE E.F. = EACH FACE ' ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER V,26 I I �pSERA $DATE$ *FIL• yLs �PENTBLU UAppELHAWE� �SCILESNDRTt 11/18/2014 8:20:38 AMV81_II?OTBridoe N:\2014 _Pro iects\114.0213.01\C:idd\SJxXXX_h, ti2xxxxSv_IIJF %fDRn-. :: s.� x a1n w�m O, bl N O -1 f'l lD k :-G IST —n g Yui LEGEND B.F.= BACK FACE F.F. = FRONT FACE E.F. = EACH FACE ' ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER V,26 I I �pSERA $DATE$ *FIL• yLs �PENTBLU UAppELHAWE� �SCILESNDRTt 11/18/2014 8:20:38 AMV81_II?OTBridoe N:\2014 _Pro iects\114.0213.01\C:idd\SJxXXX_h, ti2xxxxSv_IIJF %fDRn-. :: STA. 4217.30.99 I 12'-0 6 611 SPA. AT 1'-0 = 11'-0 12-7d8 (B.F.), 12-7d9 (B.F.) EXPANSION JOINT 12-5d3 (F.F.), 12-50 (F.F.) Sal (E.F.) 2'-6 r r~ LL 12'-0 6 6 11 SPA. AT I' -O = 11'-0 12-7d8 (B.F.), 12-7d9(B.F.) 12-5d3 (F.F.), 12-5d7 (F.F.) F Sal (E.F.) 2'-6 -So2 (E.F.) (MIN P.C.C. STA. 4217.70.67 STA. 4217.78.99 12'-0 I 12'-0 6 6 6 - 11 SPA. AT I'-0 = I1' -O I I SPA. AT I' -O = 11'-0 I 6 12-7d8 (B.F.), 12-7d9 (B.F.) 12-7d8 (B.F.), 12-7d9 (B.F.) 12-5d3 (F.F.), 12-50 (F.F.) 12-5d3 (F.F.), 12-50 (F.F.) Sal (E.F.) 5a3 (B.F.) 2'-6 2-6 5a4 (F.F.) (MIN -5o2 (E.F.) F (MIN r5o2 (E.F.) F 5o2 (E.F.)r / / 5d3 (F.F.) ' 5b12-/ 5a2-/ 7d8 (B.F.) 5b2J 5b3 THRU 5bll J Tc3 DOWEL 5b2 PART WALL ELEVATION — "A" 5b3 THRU 5bll ( SECT IDNS ©&07 ) 1� 5a3 - -- - - - Sd7 y\U• 5a4 (F.F.) 9 BASE LINE 9 D J I� N a ,n T �m m Is b •`�� ti iN I♦ •y IA •N PART WALL PLAN — "A" (SECTION 07 ) LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F.= EACH FACE ' ENGLISH I IOWA OOT I DESIGN TEAM SNYDER & A55oCIATFS I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT MMKR STP -U-3715(636)--70-52 I SHEET NUMBER V.27 I I .USER. ODATEO $FILE$ y.� RY,y APENTBLL$ OMODELNAMES 95CALESHORTS 1l7mon14 A•99•F7 AMVAI IF `�� s N O_ c? CJ1 -Ell - T� l� _I ES) .�.. c 7-1 O I' FORM LINER cn - -- - - - Sd7 y\U• 5a4 (F.F.) 9 BASE LINE 9 D J I� N a ,n T �m m Is b •`�� ti iN I♦ •y IA •N PART WALL PLAN — "A" (SECTION 07 ) LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F.= EACH FACE ' ENGLISH I IOWA OOT I DESIGN TEAM SNYDER & A55oCIATFS I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT MMKR STP -U-3715(636)--70-52 I SHEET NUMBER V.27 I I .USER. ODATEO $FILE$ y.� RY,y APENTBLL$ OMODELNAMES 95CALESHORTS 1l7mon14 A•99•F7 AMVAI IF `�� s STA. 4217+78.99 F- 12'-0 12'-0 6 6 6 6 11 SPA. AT I'-0 = 11'-0 11 SPA. AT I'-0 = 11-0 12-7d8 (B.F.), 12-7d10 (B.F.) 12-7d8 (B.F.), 12-7d1I (B.F.) 12-50 (F.F.), 12-Sd12 (F.F.) 12-5d3 (F.F.), 12-5d13 (F.F.) ,I 2-6 5a5 (B.F.) 5a5 (B.F.) (MIN 5a6 (F.F.) 2 6 Sa6 (F.F.) 2'-6 F -5a2 (E.F.) (MIN F- 502 (E.F.) r (MIN 5a6 IF P.C.C. STA. 4218.13.89 STA. 4218«14.34 11'-4K 6 - 10 SPA. AT T-0 = 10'-0 11-7d8 (B.F.), I I -7d11 (B.F.) II -5d3 (F.F.). II -5d13 (F.F.) F 5o7 (B.F.) SOB (F.FJ -5a2 (E.F.) 5d3 (F.F.)J 7d8 (B.F.) 5b3 THRU Sbll DOWEL PART WALL ELEVATION -A n tltl 5b3 THRII Sbll (SECTIONS O�& 10 ) Sas (B.F.) -.r 7cIO (B.F.) 7dll 506 (F.F.)J '5d13 PART WALL PLAN - "A" ( SECTIONS (i)O9& IO ) --P�EXPANSION JOINT 3 I ni /- 7dll p I' FORM So7 (B.F.)� ��\• LINER � Sd13 .� 5o8 (F.F.) A N� \ BASE LINE I LEGEND B.F. = BACK FACE F.F.= FRONT FACE E.F. = EACH FACE ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.28 11/1 014*DATtFlL�f R Lf --' IBL�g tM00ELNAMEt OSCALESHORTt 'USERS 2014 8:91:50 AM VRI %TRridna N:\9n14 Pmi,t,\114.0913.n 1\!`�Ha�Fwvvv k-- G�vvvvav non 'FlImp 'Lt ,I. v,. N (7 J� LP LEGEND B.F. = BACK FACE F.F.= FRONT FACE E.F. = EACH FACE ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.28 11/1 014*DATtFlL�f R Lf --' IBL�g tM00ELNAMEt OSCALESHORTt 'USERS 2014 8:91:50 AM VRI %TRridna N:\9n14 Pmi,t,\114.0913.n 1\!`�Ha�Fwvvv k-- G�vvvvav non 'FlImp 'Lt ,I. v,. IO • 0+ PART FOOTING PLAN - "A' ( SECTIONS @0 @@ Q9 & @) (BARS FROM LOWER FOOTING NOT SHOWN ) ..IYANblUN JUINI R735-2� ST A. 4218+14.34 MACH LINE F.C.C. STA• 4218+13.&9 LEGEND B.F.= BACK FACE F.F.= FRONT FACE E.F. = EACH FACE ' ENGLISH I IOWA OOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.29 *USEA$ *DATE* *FILE$ q Ly $PENTBLL* *MOOELNAME* *SCALESHORT$ 11/18/2014 8:22:25 AMV81_IDOTBridae N:\2014 -Pro iect5\114.0213.01\Cadd\52XXXX.hrn 52XXXXSV.029 i trfn -f L'9 LD r_ J- LD LEGEND B.F.= BACK FACE F.F.= FRONT FACE E.F. = EACH FACE ' ENGLISH I IOWA OOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.29 *USEA$ *DATE* *FILE$ q Ly $PENTBLL* *MOOELNAME* *SCALESHORT$ 11/18/2014 8:22:25 AMV81_IDOTBridae N:\2014 -Pro iect5\114.0213.01\Cadd\52XXXX.hrn 52XXXXSV.029 i trfn 6 FOR END CLOSURE WALL DETAILS SEE SHEET V.38 i r I n z dLLo� 60, -LL N U Qww0 w7 F 2 Z <a� w i o Y in n 6 6 6 6 I 11 SPA. AT I'-0 = 11'-0 11 SPA. AT I'-0 = I I'-0 11 SPA. AT I'-0 = I I'-0 6 12-5f1 (E.F.) 12-5f1 (E.F.) 12-5f1 (E.F.) 3'-10 D 3'-10 1�3'-100 i•1 (MIN) (MIN) (� MIN) 3-Sel (E.F.)� 3-5e2 (E.F.)� , 3-5e1 (E.F.) 3-5e2 (E.F.) SSIDEOWALK I TOPL OF-1.0 . !! ■■■■■!1■■■■!1!!■■■!!■■■■■■■Ill1■■■!!■■■■■lollE a�^..■ !■■■■■■■1111■■■!!■■■■Al�111 I! ■■■■■!!■■■■!!Il■■■!!■■■■■■■Ill1■■■!!■■■■■!lIll I! ■■■■■!!■■■■!!Il■■■!!■■■■■■■Ill1■■■!!■■■■■l�Ill - I! ■■■■■!!■■■■l�Il■■!!■■■■■■■llll■■■!!■■■■I•!!!ll li ■I■I■I■■'!!■I■I■I■Il1lll■■I■I!!�■I■I■I■I■■■Ill11■I■i■�!!■I■I■I■■I!llll II ■i■'■I■■1l11■I■I■Il11I�I■I■I■I!!I■It'�I■I■■■_1i11!!I■I■I�I!li�l■I■I■I■I!llill Ili■ ■I■I■I l! ■I■I■I■I!!II II■I■I■IhI■I■ ■I■I■i■■i� �ie� ■ ■�■Il�I■i■�■i■iDc�!� �i� IIII■'■I■I■I!!■I■I■I■Il1Il■IAI■IIlI■I■■I■I■I■I■Illl1■■I■I!!I■I■I■I■I■I!lllll Rim 6 FOR END CLOSURE WALL DETAILS SEE SHEET V.38 i r I n z dLLo� 60, -LL N U Qww0 w7 F 2 Z <a� w i o Y in n 6 6 6 6 I 11 SPA. AT I'-0 = 11'-0 11 SPA. AT I'-0 = I I'-0 11 SPA. AT I'-0 = I I'-0 6 12-5f1 (E.F.) 12-5f1 (E.F.) 12-5f1 (E.F.) 3'-10 D 3'-10 1�3'-100 i•1 (MIN) (MIN) (� MIN) 3-Sel (E.F.)� 3-5e2 (E.F.)� 3-5e1 (E.F.)� 3-5e2 (E.F.) I 3-5e1 (E.F.) 3-5e2 (E.F.) SSIDEOWALK I TOPL OF-1.0 5f1 (E.F.) J 5D13J 5f (E.F.) 5f1 (E.F.) DOWEL DOWEL DOWEL PART WALL ELEVATION — "A" (SIDEWALK WALL) (SECTIONS II 8.12) LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE I ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70'52 SHEET NUMBER V.30 USER DA E••FI • L• •PENTBLL• •MODELNAME• •SCALESHORT• 11/18/2014 8:23:02 AMV8i-IDOTBridae N:\2014 _Pro ietts\114.0213.01\Cadd\52YYYY hrr, 52xxxxSv mn �1 Yr �.rltrf� M D i•1 I ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70'52 SHEET NUMBER V.30 USER DA E••FI • L• •PENTBLL• •MODELNAME• •SCALESHORT• 11/18/2014 8:23:02 AMV8i-IDOTBridae N:\2014 _Pro ietts\114.0213.01\Cadd\52YYYY hrr, 52xxxxSv mn �1 Yr �.rltrf� STA. 4218+14.34 STA. 4218*50.34 a ¢ O 4'-0 (MIN.) I n 6 6 6 34 SPA. o I'-0 = 34'-0 °' 6 MEASURED ALONG j 36-5hl,72-5h2,36-4h4 BASE LINE---),BASE LINE (PLACED RADIALLY) n f_____________ o , F i I CURB DETAIL Q i �. PART SIDEWALK PLAN - "A" a W r 592 s (VARIES 3592 5h1 �> iI TO 35'-6) (SECTIONS II & 12 ) 7'-3 �' a a a a r 3 4 SPA. 0 I'-6 = 6'-0 9 3 Co 7-Sg 6 35 SPA.0 1'-0 = 35'-0 - °' "' °' 6 MEASURED ALONG P-3 e 36-6c4 TOP AND 36-9c5 BOTTOM (PLACED RADIALLY) BASE LINE LEVEL 7-59 4h 3'-3 3'-3 MIN. LAP (,5% MIN. LAP t� o SEE CURB 5 DETAIL '^ 5h SIT 5h iOffROOVE g o o atl BASE LINE 6 ' a c !:TOP OF WALL IS I'-0TOP OF WALLBELOW SIDEWALK DRIP IS I'-0 BELOW H PROFILE GRADE SIDEWALK _ ti PROFILE GRADE - N c� i' (TOP & BOTT.) 6c4 (TOP) PART FOOTING PLAN - "A" C CROSS SECTION (VARIES 35'-5 . riSIDEWALK TO 36'-0) (SECTIONS II & 12) �, m m x"' W m uI (BARS FROM LOWER FOOTING NOT SHOWN I 2-0 6 SPA.0 5'-0 = 30'-0 4'-0 Fl UREBO4LONG NOTES: LEGEND 14-MPIOx57 (PLACED RADIALLY) C:) LI NNE_'� ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE, UNLESS NOTED OTHERWISE. B.F.= BACK FACE;;> F.F. = FRONT FACE --- - --- �.. E.F. = EACH FACE THE CONTRACT LENGTH OF 30 FEET FOR THE WALL SECTION 11 & 12 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A I TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 86 KIPS,AND A _ _ GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL _ _ _ __ __ J 1 (SRL-I)AND 0.7 FOR ROCK ENO BEARING. o ,o THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION ^' CONTROL WAS DETERMINED FROM A COHESIVE SOIL a+ ¢ BASE LINE ^� CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE ¢ WALL SECTIONS II & 12 PILES IS 62 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 28 FEET (30 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE e TO AID IN THE PLACEMENT OF REINFORCING. _ DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. PART PILE PLAN - "A" NOTE: 14-HPIOx57 STEELPILE NASR NIDLI© BATTER PILES 1:4 IN DIRECTION SHOWN. REQUIRED AT SECTB @ (SECTIONS II & 12 ) ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)'-70-52 SHEET NUMBER V.31 AUSERA MDATEA SFILp• 11/18/2014 8:24:00 AMV8i_100TBr)dge N:\2014_Pro,lects\114.0213.01\Cadd\52XXXX.bra q LM 52XXXXSV.031 T�1l,DoYor.oltcfa tPENTBLL4 IMODELNAMES ASCALESHORTA STA. 4218-50.34 I M r t z aLLo. a 0r.LL N TWO � s2 F w<a� w STA. 4218+86.34 r—EXPANSION JOINT 12'-0 12'-0 12'-0 6 6 6 6 6 11 SPA. AT 1'-0 = 11'-0TSPA. AT I'-0 I I'-0 11 SPA. AT I'-0 = 11'-0 6 12-5d20 (F.F.) 12-5422 (F.F.) 12-5422 (F.F.) 3'-10-10 �f 12-8d21 (B.F.) 3'-I 12 23 (B.F.) 3'-1 12-8d23 (B.F.) M i(MIN.) Sag fE.F.)� (MIN 509 (E.F.) (MINTF5a10 (E.F.) -5a9 (E.F.) x5010 (E.F.) 5010 (E.F.)� �4 N w W PART WALL ELEVATION - "A" (SIDEWALK WALL) (SECTIONS @&(R) TOP OF SIDEWALK P.G.L. -1.0 FOOT LEGEND B.F. = BACK FACE F.F. a FRONT FACE E.F. = EACH FACE I cn M O N ) 614 ( Sb14 I o 9c5 51514 F �D 12-6b17 (TOP) — w Shc4 (F.F.) I 8d15 (B.F.) 12-6b18 (BOTT.) i DOWEL PART WALL ELEVATION - "A" NOT E: Se AND Sf NOT i (SECTIONS 13 & I4 ) SHOWN�SEE SIDEWALK 2 --Owl, SEE STEP DETAIL SHEET V.72 WALL FOR SPACING AND PLACEMENT DETAILS. ,IN zl �I z� :I 12'-0 12'-0 12'-0 ! I 6 6 6 6 6 11 SPA. AT I'-0 = 11'-0 11 SPA. AT 1'-0 = 11'-0 11 SPA. AT I'-0 = 11'-0 6 12-5f2 (E.F.)12-5f2 (E.F.) 12-5f2 (E.F.) L 3'-10 3' -IU _ I- 3'-10 111 I PART WALL ELEVATION - "A" (SIDEWALK WALL) (SECTIONS @&(R) TOP OF SIDEWALK P.G.L. -1.0 FOOT LEGEND B.F. = BACK FACE F.F. a FRONT FACE E.F. = EACH FACE ENGLISH I IOWA OOT I OES)GN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER V.32 I I fUSERt tDATEt tFILEt q Lt tPENTBLLt $WDELNAME$ tSCALESHORTt I/lA/Jnl4 A•24 -AA AM VA. M -MTX x111 N.Vn14 P... i+ �I IA nn la nllr..aa�G IVV v. _„ �oVvvvc„ noo v6T4) Y.._.,i._r_ N c-� cn F �D ENGLISH I IOWA OOT I OES)GN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER V.32 I I fUSERt tDATEt tFILEt q Lt tPENTBLLt $WDELNAME$ tSCALESHORTt I/lA/Jnl4 A•24 -AA AM VA. M -MTX x111 N.Vn14 P... i+ �I IA nn la nllr..aa�G IVV v. _„ �oVvvvc„ noo v6T4) Y.._.,i._r_ NOTES: FOR SIDEWALK SECTION SEE SHEET V.31. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,UNLESS NOTED OTHERWISE. THE CONTRACT LENGTH OF 30 FEET FOR THE WALL SECTION 13 & 14 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION,A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 86 KIPS,ANO A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL (SRL-1)AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.65 FOR SOIL AND 0.TO FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 13 & 14 PILES IS 62 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 28 FEET (30 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 10 IN DIRECTION SHOWN. LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE a r STA. 4218«50.34 STA. 4218+86.34 1 I EXPANSION JOINT MEASURED ALONG BASE LINE MEASURED ALONG BASE LINE BASE LINE MEASURED ALONG BASE LINE 1. J (VARIES 35--8 5h, _' PART SIDEWALK PLAN - "A" 35 SPA. 0 F F I� h n 36-Shl, 72-5h3, 36-4h4 (PLACED RADIALLY) BASE LINE 14 ) ( SECTIONS @&(3) P A A r N D r r G' ZI L' cI o o 11101111111 Z 6 37 SPA, 0 1'-0 = 37'-0 – m 38-6C4 TOP AND 38-9c5 BOTTOM (PLACED RADIALLY) on�1�flol11oolloollool11loilo �fiC�offllIooloolinglelIloilo��fAmmon �������� Immmmm11mmmmm�������� 0 c Hi EXPANSION JOINT MEASURED ALONG BASE LINE MEASURED ALONG BASE LINE BASE LINE MEASURED ALONG BASE LINE 1. J (VARIES 35--8 5h, _' PART SIDEWALK PLAN - "A" I� h n zTO 36'-0) U 14 ) ( SECTIONS @&(3) P A A r N D r r G' ZI L' cI o o N N Z 6 37 SPA, 0 1'-0 = 37'-0 – m 38-6C4 TOP AND 38-9c5 BOTTOM (PLACED RADIALLY) 0 c Hi _ c - _ — _ _ _ — _ _ — _ _ _ — _ _ _ _ _ _ — 1 4r4m N — O Q F a � _ D N N w Sbl4 (TOP & B8'-0) 6c4 (TOP) " n PART FOOTING PLAN - A r (VARIES 37'-5 TO 38'-0) 9c5 (BOTT.) (SECTIONS @&(B) ; a, a, = (BARS FROM LOWER FOOTING NOT SHOWN ) � m m 3•-0 6 SPA. 0 5'-0 = 301-0 5._D 14-HPIOx57 (PLACED RADIALLY) I - o - - I - - I I I I - �•- - -� �- - - -{- - - I -�- - - „I P F BASE LINE -z z EXPANSION JOINT MEASURED ALONG BASE LINE MEASURED ALONG BASE LINE BASE LINE MEASURED ALONG BASE LINE 1. J –O 1 ° u •�lTl 1 r � PART PILE PLAN - "A" NOTE: REQUIRED AT SECTI4-HPIOx57 STEELBONS130AND IPILIN4 ( SECTIONS @ & 14 ) ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NLWER STP -U"3715(636)--70-52 SHEET NUMBER V.33 *USER* *DATE$ $FILE$ a I t o *MppELNAME* *SCALESHORT* 11/1R/9n14 R•9F•99 AMVRI IMTR,id,,. N•\9n1d Pte. —t=\t 14 min n1\n.A.\F. vvvv t,-- covvvvcli noo 4P�W?Y�S .. la..r.. STA. 4218*86.34 12'-0 EXPANSION re JOINT 6 _ 6 11 SPA. AT I'-0 = 1I'-0 - 12-5d25 (F.F.) 6 6 22 SPA. AT 6 11'-0 23-7d26 (B.F.) 1 �3'�-10 nl Sa9 (E.F.) (MIN SalO (E.F.)� 12'-0 W 6b15- j 6bS 6 6 - I I SPA. AT 1'-0 = I I'-0 -T7 12-5d27 (F.F.) NOTE: 5e AND 5f NOT 6 6 - 22 SPA. AT 6 = 11'-0 —► 23-7d28 (B.F.)—� r50 (E.F.) 3'-10-10 (MIN STA. 4219+22.34 12'-0 EXPANSION JOINT 6 - I I SPA. AT I'-0 = 11'-0 J L 6 12-5d27 (F.F.) 6 - 22 SPA. AT 6 = 11'-0 6 23-7d28 (B.F.) F Sag (E.F.) n 7 %6— / T 6C4J W 6b15- j 6bS W L�_j`"'TT t I 12-6bl7'' � OP & BOTT.) 5d34 IF.F.I 7d24 (S.F.) -T7 NOTE: 5e AND 5f NOT DOWEL PART WALL ELEVATION - "A" SHOWNESPACENGLAND 2-0 1 WALL FOR rT (SECTIONS IS & 16) PLACEMENT DETAILS. 12'-0 ok 12'-0 12'-0 12-5f3 (E.F.) 11 SPA. AT 1'-0 = 11'-0 I I SPA. AT 1'-0 = 11'-0 6 12-5f3 (E.F.) 12-5f3 (E.F.) 3'-I0 _ 3-I0 N O P SEE STEP DETAIL SHEET V.72 TOP OF SIDEWALK P.G.L. -1.0 FOOT LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE I rmR I TT HLL GLL V1411U14 - N 1JIUCn NLI% nAiLL/ (SECT IONS IS & @) ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.34 *USER* *BATE$ *FILM* NLA $PENTBLL$ $MODELNAME* $SCALESHORT$ 11/18/2014 8:26:10 AMV81_i00TBridoe N:\7014_Pro iects\114.0➢13.(11\Gadd\5JXXXXhm 59XXXXSV. r-44 WOPY4 nitrfn N_ -T7 Cou 7 < I 1 o rT �O I rmR I TT HLL GLL V1411U14 - N 1JIUCn NLI% nAiLL/ (SECT IONS IS & @) ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.34 *USER* *BATE$ *FILM* NLA $PENTBLL$ $MODELNAME* $SCALESHORT$ 11/18/2014 8:26:10 AMV81_i00TBridoe N:\7014_Pro iects\114.0➢13.(11\Gadd\5JXXXXhm 59XXXXSV. r-44 WOPY4 nitrfn NOTES: FOR SIDEWALK SECTION SEE SHEET V.31. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,UNLESS NOTED OTHERWISE. THE CONTRACT LENGTH OF 25 FEET FOR THE WALL SECTION 15 & 16 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF IID KIPS,AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL (SRL-UAND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 15 & 16 PILES IS 79 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 23 FEET (25 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 1:4 IN DIRECTION SHOWN. STA. 4218+86.34 EXPANSION—+i JOINT n 35 SPA. a 1'-0 = 35-0 36-5h1, 72-5h3, 36-4h4 (PLACED RADIALLY) BASE LINE STA. 4219.22.34 t�— EXPANSION o I JOINT m 6 MEASURED ALONG BASE LINE m -'I(VARIES 3598 y Shl PART SIDEWALK PLAN A a ti m• TO 36'-0) a p (SECTIONS o o e m rI m 6 a, 37 SPA.a 1'-0 = 37'-0)38-7c6 TOP (PLACED RADIALLY) - ' 6 MEASURED ALONG BASE LINE 6 74 SPA.a 6 = 37'-0)75-6c4 BOTTOM (PLACED RADIALLY) 6 MEASURED ALONG BASE LINE �I � ��9i�e�:�''a�Q'e�'■�E:'e=aa�'e=�a�e�e�ame�e�aa���e� ■■■■fit■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m 6b15m (TOP & BOTT.) 7c6 (TOP) PART FOOTING PLAN - "A" w w w��{� (VARIES 37'-5 TO 38'-0) 6c4 (BOTT.) m a I� n-� A.D� (SECTIONS @&@)I m m� �.(n � (BARS FROM LOWER FOOTING NOT SHOWN I - ..a; r- -0 i , ( m FTI 1'-8 7 SPA.@ 4•-B = 32'-8 3'-6 MEASURED ALONG 16-HPIOx57 (PLACED RADIALLY) BASE LINE - _ r' F ----T---�---- - I I I I I r--rh- LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE I —f_tl-_ —_ —_ -}1—_ —_ __ Ch ------ rft PART PILE PLAN - "A" NOTE: 16-HPIOx57 STEEL REQUIRED AT SECTOENS II5 AND PIL116 ( SECTIONS @&@) ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.35 OUSER4 sDATE• tFI'E• R Lt 9PENTBLLt tMBOELNAME• tSLALESHORTt 11/lft/7014 ADF•53 AM VRi Mn TRr,H,n N.\9(ll4 Prn iarts\114.091 f11\r HHH\59YYYY hr� S9YxYxSV 117, �I�IWnYn r nit rfn NOTES: FOR SIDEWALK SECTION SEE SHEET V.31. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,UNLESS NOTED OTHERWISE. THE CONTRACT LENGTH OF 25 FEET FOR THE WALL SECTION 17 & 18 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 189 KIPS,AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL (SRL-I)AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 17 & IS PILES IS 136 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 23 FEET (25 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 1:4 IN DIRECTION SHOWN. 6b16� r- 7c6 6b16 o o a Sul d IV N STA. 4219+22.34 EXPANSION ----W JOINT 6 n n �a a N vJ w 55 SPA. 0 1'-0 = 55'-0 57-5hl, 114-5113,57-4h4 (PLACED RADIALLY) . 3'-4 MIN. LAP BASE LINE STA. 21 ■■�■■■■�■II■fi■■■■■■■■■II■■N■�N■■■■■II■■�■ ■■ 11■■■■II■■li■�■■I ■v■■g■■■■■■11■fi■■■■■■■■■I 6b16 6b16 6b16 a a p KEY DETAIL II■■�■■�■■�■■�■■�■■�11I11�■■�■■�■■�■■�III J (KEY TOP, MIDDLE & BOTT.) Sul (TOP & BOTT.) 7c6 (TDP) PART FOOTING PLAN - NA" (TOP & BOTT.) 6b16 (SECTIONS 17 & 18 ) i� u �' 7c6 (BOTT.) (SECTIONS I©& IB ) (KEY TOP, t' 0' a+r �MIN �■�■■�■�■�■�■II�■fLi1�C����: �����■■�■�1 III ������■���■�■�■■�II MIDDLE & BOT T.) Im I■■�■■�llfiii■■�■■�■�■III■■■■ ■ N1■■o Na 2'-4 2.-4T 5h 71LLrL HI\ I ./L.TTM1% M14 - M ( SECTIONS I©8 IB ) 57 SPA.o I'-0 = 57'-0159-7c6 TOP (PLACED RADIALLY) 114 SPA.O 6 = 57'-0)116-7c6 BOTTOM (PLACED RADIALLY) ST SPA.O 1'-0 = 57'-0; 59-5ul KEYWAY (PLACED RADIALLY) 3'-7 MIN. LAP D a p p O O b ONi = T )NIT JOINT MEASURED ALONG ALONG BASE LINE 'r ALONG BASE LINE BASE LINE .q) n.� 1 bo -f 6b16 6b16 6b16 a a p KEY DETAIL J (KEY TOP, MIDDLE & BOTT.) Sul (TOP & BOTT.) 7c6 (TDP) PART FOOTING PLAN - NA" (TOP & BOTT.) 6b16 (SECTIONS 17 & 18 ) i� u �' 7c6 (BOTT.) (SECTIONS I©& IB ) (KEY TOP, t' 0' a+r i� (BARS FROM LOWER FOOTING NOT SHOWN ) MIDDLE & BOT T.) Im Na 2'-4 2.-4T 9 SPA. 0 6'-0 = 54'-0 MEASURED 20-HP12x84 (PLACED RADIALLY) ALONG BASE LINE LEGEND -i- - ��`o-------7----T--------i-----i-- B.F. = BACK FACE F.F. = FRONT FACE BASE LINE m ¢ i E.F. = EACH FACE ic I n}II NOTE: --------- -- - -- ----- --- 1. ALL LONGITUDINAL DIMENSIONS ARE --- --- - ----- --- MEASURED ON RETAINING WALL BASE LINE, UNLESS NOTED OTHERWISE. ,o PART PILE PLAN - "A" NOTE: STEEL NLAND PILING - REQUIRED AT S C7 ONS I20-HP12x84 (SECTIONS I©& IB) ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY J"SON COUNTY PROJECT NUMBER STP -U -37I5(636)--70-52 SHEET NURSER V.37 11 �1R1 n14 f7JA 'i'i AMVHFI�nnTPri.— N•\Jnm P�„.o .\IIA nYilni\r.AA\F9YVYv l.-.. SOvvvvcv MT VbTR !—IIIi.. �RENTBLU t400ELNAYEf tSGLE$NORTt 50 12(F.F.) SIDEWALK WALL SIDEWALK WALL 5o12(F.F.) RETAINING WALL n1i (MIN LAP 3'-8) F f (MIN LAP 3'-8) 5o13(B.F.) < <5o13(B.F.) (MIN LAP 3'-8) 9 s a (MIN LAP 3'-8) 9n5 w w ILLI_ (E.F.) SECTION A -A 1 5'-6 4 SPA 0 9. 1'-0 = 4'-0 9 5-5032 5o12(F.F.) 503(B.F.) END WALL VIEW WALL 'A' LOOKING UP STATION RETAINING WALL STA. 4218-14.34 U RETAINING WALL Sg6 t 5g6 SECTION B -B 5o13(BJ`.) END WALL VIEW WALL 'A'LOOKING DOWN STATION RETAINING WALL STA.4219-79.02 6 rcTA 41-9,790, WALL 'A' SIDEWALK SIDEWALK ON GRADE 3'-6 RETAINING WALLS (MIN.XTYP) 5033--}�-�J-1� 5a l3 1'-0 i i. SECTION C -C (END WALL AT STA.4219-79.02 SHOWN, END WALL AT STA.4218-14.34 SIMILAR) I� ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NIX4BER V.38 Tr/78/271A41" •D • t ODELNAW$ 1SCALESHORTt8:28:59 AM V81_•FILIFbOTBridge N:\2014_Proiects`. *iV.038 �i�,OoYo�.Dltcfa sr •M - =T_ II O LL Li v a m N I SIDEWALK WALL END WALL PREFORMED EXPANSION JOINT FILLER PART SIDEWALK PLAN 0 6,. nmo�7nm W m�..m. WALL 'A' SIDEWALK SIDEWALK ON GRADE —( I :71 cn PREFORMED EXPANSION JOINT FILLER 5g6 6' SIDEWALK 'r _. ['l cJc ` r_- 5g 6 G 5012 MIN. tiD ENO WALL 5033--}�-�J-1� 5a l3 1'-0 i i. SECTION C -C (END WALL AT STA.4219-79.02 SHOWN, END WALL AT STA.4218-14.34 SIMILAR) I� ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NIX4BER V.38 Tr/78/271A41" •D • t ODELNAW$ 1SCALESHORTt8:28:59 AM V81_•FILIFbOTBridge N:\2014_Proiects`. *iV.038 �i�,OoYo�.Dltcfa sr •M NON COATED REINFORCING BAR RETAINING WALL "A" LIST BAR LOCATION RADIUS SHAPE NO. LENGTH WEIGHT Sol RETAINING WALL HORIZONTAL — 122 1V-8 1484 5a2 RETAINING WALL HORIZONTAL Sbll 164 5'-0 855 5a3 RETAINING WALL HORIZONTAL /-\ 9 II'A 106 Sao RETAINING WALL HORIZONTAL /-\ 9 II' -6 108 5a5 RETAINING WALL HORIZONTAL 19 11'-3 223 Safi RETA I N ING, WALL HORIZONTAL L 19 1V-6 228 5a7 RETAINING WALL HORIZONTAL 72 10 101-8 111 508 RETAINING WALL HORIZONTAL /1-1\ 10 10'-10 113 12 10'-10 347 5d18 RETAINING WALL VERTICAL 5bl FOOTING LONGIT. 284 8dl9 20 37'-5 1 781 5b2 FOOTING LONGIT. 5d20 RETAINING WALL VERTICAL 18 42'-0 789 5b3 FOOTING LONGIT. RETAINING WALL VERTICAL /1 2 40'-6 84 5b4 FOOTING LONGI T. — 24 2 42'-2 88 5b5 FOOTING LONGIT. 24 /\ 2 43'-1 92 5b6 FOOTING LONGI T. 8'-11 1258 2 45'-7 95 5b7 FOOTING LONGI T. 198 7d26 2 47'-3 99 5b8 FOOTING LONGI T. 5d27 /-\ 2 48'-11 102 5b9 FOOTING LONGI T. RETAINING WALL VERTICAL — 2 50'-7 106 5b10 FOOTING LONGI T. L 109 2 52'-3 109 5bll FOOTING LONGI T. 57 18'-4 2 54'-0 113 5b12 FOOTING LONGI T. STEP Z 10 8'-0 B3 5b13 FOOTING LONGI T. 55 5d33 24 VARIES 894 Sb14 FOOTING LONGI T. 5034 RETAINING WALL VERTICAL DOWEL 24 VARIES 944 61P15 FOOTING LONGI T. 24 VARIES 1359 6b16 FOOTING LONGI T. 249 60 31'-4 2824 6b17 FOOTING LONGI T. STEP -L- 60 9'-2 826 6b IB FOOTING LONGIT. STEP -L 12 l0'-2 183 51`1 WALL VERTICAL DOWEL L 108 Scl FOOTING TRANSVERSE 5f2 144 4'-8 701 5c2 FOOTING TRANSVERSE 5f3 86 8'-2 733 7c3 FOOTING TRANSVERSE 5f4 86 8'-2 1436 6c4 FOOTING TRANSVERSE 5f5 149 11'-8 2611 9c5 FOOTING TRANSVERSE 74 11'-8 2935 7c6 FOOTING TRANSVERSE 5 I 213 11'-8 5079 VARIES 258 5g2 SIDEWALK LONGIT. 7 8'-0 5dl RETAINING WALL VERTICAL DOWEL L 48 G'-5 321 5d2 RETAINING WALL VERTICAL DOWEL L 24 6'-11 173 5d3 RETAINING WALL VERTICAL DOWEL L 155 4'-9 768 5d4 RETAINING WALL VERTICAL 88 24 4'-10 121 5d5 RETAINING WALL VERTICAL 51Tl 24 5'-4 134 5d6 RETAINING WALL VERTICAL SIDEWALK TRANSVERSE DOWEL 24 5'-10 146 5d7 RETAINING WALL VERTICAL — 48 7'-10 392 7d8 RETAINING WALL VERTICAL DOWEL L 83 6'-2 1046 7d9 RETAINING WALL VERTICAL — 48 7'-10 769 7d10 RETAINING WALL VERTICAL 12 8'-4 204 7dII RETAINING WALL VERTICAL — 23 8'-10 415 5d12 RETAINING WALL VERTICAL REINFORCING STEEL - TOTAL 12 8'-4 104 5d13 RETAINING WALL VERTICALE 212 Sul FOOTING KEY V 554 REINFORCING STEEL -TOTAL (L85.) 31,653 I NON COATED BENT BAR DETAILS I ALL DIMENSIONS ARE OUT TO OUT D=PIN DIAMETER m F in iv D-4} iv L34''S O q9Q epp. 6b 171 6b 18 5b 12 5b3 -5b I I BENT BAR TABLE BAR RADIUS BAR RADIUS 5b3 22'-5 5be 27'-5 Sb4 23'-5 5b9 28'-5 Sb5 24'-5 5b10 29'-5 5b6 25'-5 Sbll 30'-5 5b7 26'-5 2505 38 N BENT BAR N N N TABLE q p• BAR RADIUS 503 25'-2K 504 25' -BK D=3, LA 5 a 3, 5a 4 Sas 25'-2K o z 505, 5a6 506 25'-8K 58 25'BK a7,50 - 5d I, 5d2, 5d3 7d8 Sall EPDXY COATED BENT BAR DETAILS v N c ALL DIMENSIONS ARE OUT TO OUT 0=PIN DIAMETER n n in n n n in Sha 3'-3 Sh2 3'-3 N a1 pf N I(1 N N I -5g6 3'-6 o p=3; L L 4 - 9} 5g5 3'-6 O I'-4 I'-2 I'-7 D=3. "- 1�1 {p F 1p 5d14, 5d32, 5d34 8d15 7d24 9d29 5f I, 5f 2, 5f 3, 5f4 5g 5, 5g 6, 5h2, 5h3 D=3i i0 D-3 7'-6 Salt 6'-6 5013 4h4 5al2, 5a13 PILE PLACEMENT QUANTITIES LOCATION PILE TYPE I NUMBER LENGTH TOTAL LENGTH SECTIONS II & 12 HPIOx57 14 30' 420' SECTIONS 13 & 14 HPIOx57 14 30' 420' SECTIONS 15 & 16 HPIOx57 16 25' 400' SECTIONS I7 & IB HP12x84 20 1 25' 1 500' CONCRETE PLACEMENT QUANTITIES LOCATION QUANTITY WALL_ 225.1 FOOTING _ 347A WEIGHT 5a9 RETAINING WALL HORIZONTAL TOTAL (CU. YD.) 1 572.5 EPDXY COATED REINFORCING RETAINING WALL "A" BAR LIST BAR LOCATION SHAPE NO. LENGTH WEIGHT 5a9 RETAINING WALL HORIZONTAL 3116-53 414 11'-8 5038 5010 RETAINING WALL HORIZONTAL 3247 3 50 7'-8 2799 5011 RETAINING WALL HORIZONTAL 2505 38 8'-4 330 5012 RETAINING WALL HORIZONTAL 1 1 13 14'-10 201 5013 RETAINING WALL HORIZONTAL 1 1 13 13'-10 188 5d14 RETAINING WALL VERTICAL DOWEL L 72 6'-0 451 8d15 RETAINING WALL VERTICAL DOWEL L 72 9'-7 1842 5d16 RETAINING WALL VERTICAL 12 10'-10 136 8d17 RETAINING WALL VERTICAL 12 10'-10 347 5d18 RETAINING WALL VERTICAL 24 1 11'-4 284 8dl9 RETAINING WALL VERTICAL 24 11'-4 726 5d20 RETAINING WALL VERTICAL — 12 13'-4 167 8d21 RETAINING WALL VERTICAL — 12 13'-4 427 5d22 RETAINING WALL VERTICAL — 24 13'-10 346 Bd23 RETAINING WALL VERTICAL — 24 13'-10 886 1d24 RETAINING WALL VERTICAL DOWEL L 69 8'-11 1258 5d25 RETAINING WALL VERTICAL 12 15'-10 198 7d26 RETAINING WALL VERTICAL — 23 15'-10 744 5d27 RETAINING WALL VERTICAL — 24 16'-4 409 7d28 RETAINING WALL VERTICAL — 46 16'-4 1536 9d29 RETAINING WALL VERTICAL DOWEL L 109 12'-6 4633 5d30 RETAINING WALL VERTICAL — 57 18'-4 1090 9d31 RETAINING WALL VERTICAL — 109 18'-4 6794 5032 RETAINING WALL VERTICAL DOWEL L 10 5'-3 55 5d33 RETAINING WALL VERTICAL 10 6'-5 88 5034 RETAINING WALL VERTICAL DOWEL L 103 7'-0 752 Set WALL HORIZONTAL 249 11'-8 3030 5e2 WALL HORIZONTAL — 213 7'-8 1073 5e3 WALL HORIZONTAL — 30 8'-4 261 51`1 WALL VERTICAL DOWEL L 108 4'-7 516 5f2 WALL VERTICAL DOWEL L 108 6'-7 742 5f3 WALL VERTICAL DOWEL L 108 9'-8 1089 5f4 WALL VERTICAL DOWEL L 171 T-0 1248 5f5 WALL VERTICAL DOWEL 171 B'-1 1442 5 I SIDEWALK LONGIT. 7 VARIES 258 5g2 SIDEWALK LONGIT. 7 8'-0 58 5g3 SIDEWALK LONGIT. 14 VARIES 523 5g4 SIDEWALK LONGIT. 14 29'-11 437 5 5 END WALL / SIDEWALK DOWEL L 12 6'-9 84 5g6 END WALL / SIDEWALK DOWEL L 12 7'-O 88 51Tl SIDEWALK TRANSVERSE — 165 6'-11 1190 51T2 SIDEWALK TRANSVERSE DOWEL L 72 5'-10 438 5h3 SIDEWALK TRANSVERSE DOWEL L 258 7'-9 2085 4h4 SIDEWALK TRANSVERSE HOOP 165 3'-6 386 REINFORCING STEEL - TOTAL (LBS.) 46673 ESTIMATED QUANTITIES - 11EM UNIT I QUANTITY STRUCTURAL CONCRETE (MISC) CU. YD. 572.5 REINFORCING STEEL LBS. 3116-53 EPDXY COATED REINFORCING STEEL LBS. 4616-73 GRANULAR BACKFILL TON 3247 FOUNDATION TREATMENT MATERIAL TON 407 CLASS 20 EXCAVATION CU. YD. 2505 PILE�STEEL, HP10x57 LF 1240 PILE STEEL 112x84 LF 500 _ ti e -a C:) c .. [ r I ENGLISH I IOWA DOT I DESIGN TEAM 6' SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER V.39 I *USER* *DATE* 4FIL .4MOOELNAMEO SSCALESHORTO 11/18/2014 8:29:23 AMV8i_M0TBridge N:\2014_Projects\114.0213.01\Cadd\52XXXX.brg 52XXXXSV.039 YhL'ORYor.p l t c f g PROPOSED GRADE (FAR SIDE) `- 695 690 E 695 _-_-. LEV.69B.46 PROPOSED GRADE 690 �� __.... ________ _____ _ __ --------- 68S ---- - (STREET SIDE) - - ELEV. 695.48 685 680 ... �. �. .. .. ------ ------ --- TOP OF FTG. ELEV. 689.50 MATCH LINE- 680 TOP OF FTG. ELEV. 687.50 RETAINING WALL '8' 675 ' 615 PVT STA.= 4121+15.00 TOP OF FTG. ELEV. 685.50 (SIDEWALK WALL) PVT ELEV.= 694.03 70P OF FTG. ELEV. 683.50 STA. 4122+12.79 BEGIN RETAINING K WAALL LL) L ELEV. 681.50 24-20'HP12x84 12-25'H_ P _^10x57 -� R 12-25'HPIOx57 ^ L 10-30'HPIOx57 ^ 10-30'HPIOx57 .I VPI STA. = 4120+65.00 STA. 4120+56.77 STEEL BRG. PILING STEEL BRG.PILING STEEL BRG. PILING STEEL BRG. PILING STEEL BRG. PILING VPI ELEV.= 691.52 RETAINING WALL "B" ELEVATION VC 100.00, 5.00i MATCH LINE K = 22 a5.00X RETAINING WALL 'B' STA. 4222+10.27 +0.50% VPI STA. = 4123+25.00 = FIRST AVENUE - - - - VPI ELEV. = 704.53 STA. 22+19.84; 33.50 LT VPC STA. = 4120+15.00 BEGIN RETAINING WALL 'B' STA. 4220+54.27 O O VPC ELEV.= 691.28 FIRST AVENUE STA. 20+63.84;33.50 LT = END OF NW WINGWALL RR BRIDGE O 0 VERTICAL CURVE PROFILE / 0+ + t DATA FOR SIDEWALK N N Q V MPORARY f _____________ __________ 0 ______________________________________________ _ __�______-_.__. _________.__._.._____________ EASEMENT Lu »1���/// EASE N ------------ PERMANENT1 -(TYP - UTILITIES LEGEND: EASEMENT ---- N--- - FIBER OPTIC TELEPHONE C (D) ____________________ __________ F (D 1 FIBER OPTIC TELEPHONE 0 ) _ _ 1 I MID AMERICAN ENERGY ELECTRIC E (D) BASE LINE --, - - MID AMERICAN ENERGY GAS 3'G (DO RETAINING WALL 'B' IOWA CITY WATER DISTRIBUTION 8' W (DO '________.___ '_ IOWA CITY WASTEWATER 2'S (D) ill I IOWA CITY WASTEWATER 21' S (D) -_ _ IOWA CITY WASTEWATER 72' S (D) Q MID AMERICAN HIGH VOLTAGE OE (0) ___ _ ___ ______ ________ ___--___ _____-__ ___-_-_ \ --------- ------. _____------------------------__. O .___ __.___._._---------------------------i (J1 O I J Q \ =1c _ASE i l �•� FACE OF BLINEATCH LINE S w mYs BEGIN RETAINING WALL "81 O SIDEWALK RETAINING WALL 'B' O RETAINING WALL 'B' 0 RETAINING WALL 0 (SIDEWALK WALL) LOCATION (SIDEWALK WALL) STA. 4120+56.77 + (V STA. 4122+12.79 RETAINING WALL "B' r N FIRST AVENUE = P.G.L. WEST OF FIRST AVENUE TRAFFf�.-.,ESrfIMA 1 NT -79N R -6W 2012 AAD7 ' 13y V.P. SECTION 13 & 14 SCOTT TOWNSHIP 2030 AA DT' IJ500 V.P.D. PART OF CITY OF IOWA CITY TRUCKS - JOHNSON COUNTY � g 0 ENGLISH 20 _ SCALE IN FEET SITUATION PLAN I ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER VAO 4U5ER4 *DATE$ *FILE$ s.=aTe. s •MODFINAMES ASCALESHORT6 r- MATCH LINE BENCH MARK NO.BM"I/CP"15 FIRST AVENUE STA.26+15.67,26.64'RT BEGIN RETAINING WALL 'B' STA. 4220+54.27 'B' RETAINING WALL 'B' TOP OF WALL RETAINING WALL 'B' s' REBAR W/CAP 9175, ELEV. 918.678 N. 606127.504 E. 2186476.576 = FIRST AVENUE STA.20+63.84133.50 LT RETAINING WALL 'B' RETAINING WALL 'B' RETAINING WALL 'B' RETAINING WALL STA.4221+86.27 + ELEV. 704.00 STA. 4222 10.27 G FIR BRIDGE = END OF NW wINGwALL RR BRIDGE STA. 4220+78.27 STA. 4221+14.27 STA. STA. 42- = FIRST AVENUE (EXPANSION JOINT) (EXPANSION JOINT) STAIRWELL STAIRWELL STA. 22+19.84; 33.50 LT STA. 4221+43.65 OF WALL (EXPANSION JOINT) EXISTING GROUND LINE 705 TOP OF WALL TOP OF WALL TOP OF WALL TOP OF WALL.TOP ELEV. 703.00 LE V. 703.50 STAIRWELL 705 701.50 ELEV. 702.00 ELEV. 702.50 STA. 4222+03.22 - .ELEV. - - - _ _ _ _ _ - - - - - - - - - - - - -- 700 ;- - TOP OF PROPOSED 700 __SIDEWALK WALL.-- PROPOSED GRADE (FAR SIDE) `- 695 690 E 695 _-_-. LEV.69B.46 PROPOSED GRADE 690 �� __.... ________ _____ _ __ --------- 68S ---- - (STREET SIDE) - - ELEV. 695.48 685 680 ... �. �. .. .. ------ ------ --- TOP OF FTG. ELEV. 689.50 MATCH LINE- 680 TOP OF FTG. ELEV. 687.50 RETAINING WALL '8' 675 ' 615 PVT STA.= 4121+15.00 TOP OF FTG. ELEV. 685.50 (SIDEWALK WALL) PVT ELEV.= 694.03 70P OF FTG. ELEV. 683.50 STA. 4122+12.79 BEGIN RETAINING K WAALL LL) L ELEV. 681.50 24-20'HP12x84 12-25'H_ P _^10x57 -� R 12-25'HPIOx57 ^ L 10-30'HPIOx57 ^ 10-30'HPIOx57 .I VPI STA. = 4120+65.00 STA. 4120+56.77 STEEL BRG. PILING STEEL BRG.PILING STEEL BRG. PILING STEEL BRG. PILING STEEL BRG. PILING VPI ELEV.= 691.52 RETAINING WALL "B" ELEVATION VC 100.00, 5.00i MATCH LINE K = 22 a5.00X RETAINING WALL 'B' STA. 4222+10.27 +0.50% VPI STA. = 4123+25.00 = FIRST AVENUE - - - - VPI ELEV. = 704.53 STA. 22+19.84; 33.50 LT VPC STA. = 4120+15.00 BEGIN RETAINING WALL 'B' STA. 4220+54.27 O O VPC ELEV.= 691.28 FIRST AVENUE STA. 20+63.84;33.50 LT = END OF NW WINGWALL RR BRIDGE O 0 VERTICAL CURVE PROFILE / 0+ + t DATA FOR SIDEWALK N N Q V MPORARY f _____________ __________ 0 ______________________________________________ _ __�______-_.__. _________.__._.._____________ EASEMENT Lu »1���/// EASE N ------------ PERMANENT1 -(TYP - UTILITIES LEGEND: EASEMENT ---- N--- - FIBER OPTIC TELEPHONE C (D) ____________________ __________ F (D 1 FIBER OPTIC TELEPHONE 0 ) _ _ 1 I MID AMERICAN ENERGY ELECTRIC E (D) BASE LINE --, - - MID AMERICAN ENERGY GAS 3'G (DO RETAINING WALL 'B' IOWA CITY WATER DISTRIBUTION 8' W (DO '________.___ '_ IOWA CITY WASTEWATER 2'S (D) ill I IOWA CITY WASTEWATER 21' S (D) -_ _ IOWA CITY WASTEWATER 72' S (D) Q MID AMERICAN HIGH VOLTAGE OE (0) ___ _ ___ ______ ________ ___--___ _____-__ ___-_-_ \ --------- ------. _____------------------------__. O .___ __.___._._---------------------------i (J1 O I J Q \ =1c _ASE i l �•� FACE OF BLINEATCH LINE S w mYs BEGIN RETAINING WALL "81 O SIDEWALK RETAINING WALL 'B' O RETAINING WALL 'B' 0 RETAINING WALL 0 (SIDEWALK WALL) LOCATION (SIDEWALK WALL) STA. 4120+56.77 + (V STA. 4122+12.79 RETAINING WALL "B' r N FIRST AVENUE = P.G.L. WEST OF FIRST AVENUE TRAFFf�.-.,ESrfIMA 1 NT -79N R -6W 2012 AAD7 ' 13y V.P. SECTION 13 & 14 SCOTT TOWNSHIP 2030 AA DT' IJ500 V.P.D. PART OF CITY OF IOWA CITY TRUCKS - JOHNSON COUNTY � g 0 ENGLISH 20 _ SCALE IN FEET SITUATION PLAN I ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 I SHEET NUMBER VAO 4U5ER4 *DATE$ *FILE$ s.=aTe. s •MODFINAMES ASCALESHORT6 MATCH LINE END WALL RETAINING WALL 'B' RETAINING WALL "B' RETAINING WALL 'B" STA. 4222+10.27 RETAINING WALL '8' (SIDEWALK WALL) RETAINING WALL "8" STA. 4223+06.27 (SIDEWALK WALL) STA. 4123+65.02 = FIRST AVENUE ISTA. 4123+41.52 STA. 22+19.84(33.50 LT RETAINING WALL 'B' RETAINING WALL 'B" STA. 4222*82.27 = FIRST AVENUE EXPANSION JOINT STA. 4222+34.27 STA. 4222+58.27 (EXPANSION JOINT) STA. 23+72.05)26.50 LT 710 END RETAINING WALL 'B EXISTING GROUND - - - - TOP OF WALL STA. �� ��TOP OF WALL -----��--�� " '�--------�--'- " " -- -- $TA. 4223+15.00 -------- LINE 710 ELEV. 704.50 ELEV. 705.00 STAIRWELL TOP OF WALL = FIRST AVENUE ----- --- --- ELEV. 705.50 705 ---- -I - --STA.4222+61.27 ----- -- -STA. 23ION J;33.50 LT----- ----------- - -- - - - - (EXPANSION JOINT) _ - - --- 700 TOP OF PROPOSED --\ -�-- - - - - --- - TOP OF PROPOSED --.SIDEWALK WALL.- �_ _ ....-. -_- .. -- - - _ - ............ .... -- .... .. .SIDEWALK. -.--- --.-. 695 --__ - - - - TOP OF FTG. __.�- - _ _ ..-. .-.... .................. ELEV. 701.50.-... .. .......-.---.....-... 690 - ' • • - •_ _ TOP OF FTG. TOP OF FTG. ---_ELEV. 699.50. ............. 685 � TOP OF FTG. ELEV. 697.50 .TOP OF FTG.. ELEV. 695.50 RETAINING WALL "8" 680 _ _ _ � TOP OF FTG. ELEV. 693.50 ELEV. 701.36 - --- ---- (SIDEWALK WALL) - --- --- ---- ---- -- _ ELEV. 691.50 STA. 4123+17.52 675 - - I 1_8-35' HP16x5T � - In 8-35' HPIOx57 - -I- - - - - L8-35' HPIOx57 I - -1.8-40' HPIOx57 I - - - 2-40' HPIOz57 - - - - - - - I I �1 N M STEEL BRIG. PILING MATCH LINERETAINpp SIDEWAIL)K WAL)B PVT 11 RETAINING WALL ""U"" ELEVATION PTELEV.= STA. 4122+12.79 MATCH LINE 0 I RETAINING WALL 'B' 0 0 I STA. 4222+10.27 0 = FIRST AVENUE Oa 0 I STA. 22+19.84; 33.50 LT 0 t I t N M N N N N END WALL Q Q' RETAINING WALL "B" END WALL (SIDEWALK WALL) PERMANENT RETAINING WALL "B' STA. 4123+65.02 TEMPORARY - EASEMENT (TYP.) STA. 4223+15.00 = FIRST AVENUE EASEMENT EXISTING = FIRST AVENUE STA.23+72.05;26.50 LT - (TYP.)---------------------------- ROW- (TYPJ 0 STA. 23+ ------ 33.50 LT ---- + t }-------------------------------------------------------------------------------------- K3 ------------------- -------------- - N ------------------------------------ --------------------------- } N N BASE LNE RETAIINNG WALL "B" d' G I - -Q ___ , __.__ O ' QCs BASE LINE FACE OF O - - 0 I RETAINING WALL 'B' SIDEWALK 0 RETAINING WALL 'B' + (SIDEWALK WALL) RETAINING WALL 0 (SIDEWALK WALL) N + STA. 4123+17.52 N I t FIRST AVENUE = P.G.L. N I I Imo- MATCH LINE I RETAINING WALL 'B' (SIDEWALK WALL) I - � STA. 4122+12.79 SITUATION PLAN BENCH MARK NO. BM#I/CPw15 FIRST AVENUE STA. 26+15.67"26.64'RT e" REBAR W/CAP 9175, ELEV. 918.678 N. 606127.504 E. 2186476.576 710 710 705 700 695 690 VPI STA.= 4123+55.00 - VPI ELEV.= 706.03 685 VC = 20.00' K=8 680 VPC STA. = 4123+45.00 675 VPC ELEV. = 705.53 VPT STA. = 4123+65.00 VPT ELEV. = 706.77 1 STA. = 4123+25.00 VPI ELEV.= 704.53 VERTICAL CURVE PROFILE DATA FOR SIDEWALK UTILITIES LEGEND: FIBER OPTIC TELEPHONE C (D) FIBER OPTIC TELEPHONE FO (0) MID AMERICAN ENERGY ELECTRIC E (D) MID AMERICAN ENERGY GAS 3"G (00 IOWA CITY WATER DISTRIBUTION 8" W (DO IOWA CITY WASTEWATER 2' S (D) IOWA CITY WASTEWATER 21" S^(W) IOWA CITY WASTEWATER 72' S.6) MID AMERICAN HIGH VOLTAGE OE (Or _2 1 1 ��-al • � �1��T ��F Q _ agI 0 ENGLISH 20 I SCALE IN FEET I ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & Assoup7ES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U -37I5(636)--70-52 I SHEET NUMBER V.4( I ' *USERS *DATE$ *FILE$ -. 11,. apr.l.l Ia WOf1Fl...FA K[GI FSHORl. BEGIN WALL STA. 4220+54.27 710 705 700 695 .�.-�......-. 691.87 690 - 685 680 675 ORNAMENTAL FENCE POST SPACING 6 (TYPICAL TOP OF RETAINING WALL AND AT SIDEWALK U.N.O.) FOR ORNAMENTAL FENCE POST SPACING FOR STAIRWELLS SEE SHEETS V.58, V.60 & V.62 A ' 4 -E.Jt C.Jt C.Jt C.Ji C.Jt 12'-0 . _2,_0 .... .12.0 .... Z._o 12'-0 _o m + LL11 FF (gam' r r a i�1��4H2Z2+�T0.27 f F F r I N N � ----------- - - 12•-0 12•-0 ........... .........................I.----.............. O O 0693.02 . - 0693.53 ....? 694.11 3 694.71 0 695.31 FE.Jt 2'-0 C.Jt 12-'--0 C.Jt 2'--0- C.Jt 2.0... C.Jt a'-0... C.Jt .12._a... E.Jt ................705 TOP OF 710 700 ------------------------------------------------------------------------------------------------- ' :... 11'-0 111-0 n'-0 698.31 696.91 SIDEWALK 6 6 .. .. 1 ............ 6%.51-17 ..... ........ 697.11 .... 697.71 _ _ _ _ _ .(F.G.L.).... .... .. .. 1 695.91 205-06 AT SIDEWALK f� AT SIDEWALK WALL 4 -O6 �B> f;_"__]_I TOP OF 6.95 -- ------------- ------------ ------------- ._.,.ter ... .......... SIDEWALK - ------ = O © © O O RETAINING 690 ------- ----- ------------ ------- _ - _ --.......... ............. ............ .... -..WALL ........... ..- = SIDEWALK RETAINING WALL PROFILE DATA FOR SIDEWALK SHEET V.40 & V.41. SITUATION PLAN SHEET V.40 TOP OF SIDEWALK ELEVATIONS AT FACE OF RETAINING WALL 'B" 685 (WALL 'B' BASELINE)ARE SIDEWALK P.G.L. ELEVATIONS -0.1 FEET. I STA. 4123+17.52 ....................... 680 E.Jt C.Jt ,ten C.Jt C.Jt (E' C.Jt y C.Jt 675 LEGEND C.Jt = CONTRACTION JOINT E.Jt = EXPANSION JOINT U.N.O. = UNLESS NOTED OTHERWISE SIDEWALK P.G.L. ELEV. ................................................................................... 205'-6 205'-6 205'-6 205'-6 ......... .2.-49 y.7] 205'-6 205'-6 205'-6 W c ...........................................-.... 205'-6 205'-6 205'-6 205'-6 1' -hl 4'.05 ... ° 6 n -o 111-0 n'-0 n -0 r-0 1 r-0 n -0 n'-0 11'-0 111-0 n'-0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 2o5 205-06 AT SIDEWALK f� AT SIDEWALK WALL 4 -O6 �B> NOTE: END WALL STA.4223+15.00 RETAINING WALL B " I SIDEWALK RETAINING WALL SIDEWALK P.G.L. ELEVATIONS ARE SHOWN AT RETAINING WALL JOINTS. ry FOR TOP OF PROPOSED SIDEWALK ELEVATIONS SEE VERTICAL CURVE NOTE: FOR WALL ELEVATIONS SEE = SIDEWALK RETAINING WALL PROFILE DATA FOR SIDEWALK SHEET V.40 & V.41. SITUATION PLAN SHEET V.40 TOP OF SIDEWALK ELEVATIONS AT FACE OF RETAINING WALL 'B" (WALL 'B' BASELINE)ARE SIDEWALK P.G.L. ELEVATIONS -0.1 FEET. I STA. 4123+17.52 205'-6 AT SIDEWALK RETAINING WALL "B" NOTE: FOR WALL ELEVATIONS SEE SITUATION PLAN SHEET V.41 KJ1 I ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NINBER STP -U-3715(636)--70-52 I SHEET NUMBER V.42 I °1U1/N18/20148:29:49 AMV8', E° FILIOOTBridgB N:\2014_ProjeCt5�114.0213.01�COdd�52XXXX.:' V.042 nMLoO 1, tPENTBLU °MOOELN4MEa °SCaLE5110RTt N N N N I�-END MATCH LINE WALL END WALL STA.4223+15.00 I SIDEWALK RETAINING WALL ry = SIDEWALK RETAINING WALL STA. 4123+65.02 I STA. 4123+17.52 S TA C9H2 &.27 E.Jt C.Jt ,ten C.Jt C.Jt (E' C.Jt y C.Jt .ten E.Jt C.Jt u�i C.Jt I E.Jt C.Jt C.Jt C.Jt 710 12'-0 12'-0 12'-0 12'-0 12'-0 121-0 12'-0 12'-0 8'-843 12'-0 12'-0 12'-0 II' -6 710 ........ TOP OF SIDEWALK 705 I ........................ ........................ ... ........ .... ............ 703.11 ......... .... 703.71 .. ....... ............. ............ I 705.35 705.36 706.00 706.78 _ _ LJ 705 704.15 .............................................................. 701.31 ... .. ..... ----- 01.91 702.51 ----- ..... ._.........r�i .. ...._... ... ._... © ...... IB .. ......................... TOP OF SIDEWALK 700 ........... .. .......... 698.91 699.51 700.11 700.71 ... ......... ... .. .. 15 _Q.. 16 O _ RETAINING WALL --------- 700 695 O q 10 �.. 10 --------. �� 1 695- -----L:.. ......................w.., . . .......... ................ .. ............. 690 I I 696- ; .... - - _ .. - ...... _ ......... i _ ................. - I ............. - ....n 685I 685 = r ----.. _----------------------------------------------------------- 680 - 4 - _ ------------------- - - - - --------- ----- -......_.. - -------------..._..------ - ---- ................................... I 1 _ .................. _ ............. I 1 ....... - - rn 6Wa 675 I 675- .......... ........ 6 -------. 205'-6 ------------ 205'-6 205'-6 ........... 205'-6 6'-0 '--o 2o5'-6 2051-6 205'-6 .......- 7'-843 ----------------- - ----------------- 205'-6 205'-6 .........- 205'-6 205--3 --- ...............67,5 6 ORNAMENTAL FENCE POST SPACING (TYPICAL TOP OF RETAINING WALL 111-0 11'-0 11'-0 II' -0 II' -0 11'-0 11'-0 11'-0 10'-6 AND AT SIDEWALK U.N.O.) 6 6 6 6 6 6 6 6 6_ 6 6 611'-06 6 6 6 6 6 6 611'-06 6 6_ _ 6 205'-6 AT SIDEWALK RETAINING WALL "B" NOTE: FOR WALL ELEVATIONS SEE SITUATION PLAN SHEET V.41 KJ1 I ENGLISH I IOWA DOT I DESIGN TEAM SNYDER & ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NINBER STP -U-3715(636)--70-52 I SHEET NUMBER V.42 I °1U1/N18/20148:29:49 AMV8', E° FILIOOTBridgB N:\2014_ProjeCt5�114.0213.01�COdd�52XXXX.:' V.042 nMLoO 1, tPENTBLU °MOOELN4MEa °SCaLE5110RTt - 2%B BEVELED KEYWAY STD 90° HOOK (iYPJ NOTE: ri I'-65'-6 jKEYWAYnS7D90°HOOK(TYP4 2' -II ry I' -61'- 5'-0 BASE LINE 2'-0 FOR TOP OF PROPOSED SIDEWALK ELEVATION 1z• -o SEE VERTICAL CURVE PROFILE DATA FOR 1'-0 1 SIDEWALK SHEET V.40 & V.4I. FORM SIDEWALK WALL LINER BASELINE & P.G.L. BASE LINE 4:1 �4XJ 2 11-0 I SIDEWALK WALL 9d AT 6' O.C. VERT 'w FORM BASELINE & P.G.L. Sd AT 12. O.C. VERT LINER 41 (44X•) Sc HORIZ. EA. FACE SEE SHEET V.__ FOR 9tl AT 6' O.C. VERT SPACING TOP OF PROPOSED * Stl AT 12' O.C. VERT SIDEWALK So HORIZ. EA. FACE 1'Do SHEET V.__ FOR TOP OF PROPOSED 7'-0 3 SEE NG SIDEWALK c N O OPTIONAL 59 HORIZ. =� 7'-0 3 0 o ut W CONSTRUCTION -B :D OPTIONAL _ N %I' JOINT J .° w CONSTRUCTION HORIZ. �^ > 5e HORIZ M JOINT 1•-6 w W a a i Sf A7 12' w Sf AT 12' J O.C. VERT a O.C. VERT ^ z 9tl OWLS AT 5f AT 12' w > Se HORIZ 6' O.C. O.C. VERT a 5f AT 12' 5e HORIZ. w Stl OWLS AT 5e HORIZ. ? J O.C. VERT EA. FACE D' 12' O.C. EA. FACE m i 9tl OWLS AT m _i Sf OWLS AT 6' O.C. 12' O.C. NOTE: AREA BETWEEN THE RETAINING WALL a Stl OWLS AT a a n a n < AND THE SIDEWALK WALL AND BELOW THE �' '� 12' O.C. J n i SIDEWALK TO BE BACKFILLED WITHz 5f OWLS AT 2i UNCOMPACTED GRANULAR BACKFILL. 12' O.C. 6c A7 12' O.C. 7c AT 12' O.C.6b AT 12' O.C. 6b AT 12' O.C. 0 Sf OWLS a 5f OWLS AT 12' O.C. AT 12' O.C. 7c 6' O.C. AT W J 7c AT 6' O.C. = O a a _ o o LL a _ O O F N a c:� 0 ;' cn =icy `D SECTION A -A SECTION B -B WALL 'B' WALL 'B' --� STA.4220+54.27 TO STA.4221+14.27 STA.4221+14.27 TO STA.4221+62.27 c -n Cl) ENGLISH IOWA DOT OESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.43 *USER* $DATE$ KIL $ 11/18/2014 9:19:45 AMV8l_MCTBrldge N:\2014-Projects\114.0213.01\Ca:: q Ly �'XXXXSV.043 iP�1�,cg z a $MODELNAMEt 0SCALESHORT9 - 2%B BEVELED KEYWAY STD 90° HOOK (iYPJ ri I'-65'-6 jKEYWAYnS7D90°HOOK(TYP4 2' -II ry I' -61'- 5'-0 14 2'-0 1z• -o XB BEVELED I'-65'-6 jKEYWAYnS7D90°HOOK(TYP4 1'- 12'-0 2%8 BEVELED KEYWAY n * NOTE: Q 2' -II � 2' -II I'-6 STD 90° NOOK (TYP.) 5'-6 1 14 I' -I I'- Iz•-o FOR TOP OF PROPOSED SIDEWALK ELEVATION SEE VERTICAL CURVE PROFILE DATA FOR SIDEWALK SHEET V.40 & V.41. BASE LINE i I'-0 I BETWEEN THE RETAINING WALL SIDEWALK WALL AND THE S AND THE SIDEWALK WALL AND BELOW THE FORM BASELINE & P.G.L. SIDEWALK TO BE BACKFILLED WITH LINER UNCOMPACTED GRANULAR BACKFILL. 4:/BASE (M48.) LINE 9d AT 12' O.C. VERT i 5d AT 12' O.C. VERT 0I SIDEWALK WALL FORM BASELINE & P.G.L. Sa HOR I Z. EA. FACE LINER SEE SHEET V.__ FOR-alft TOP OF PROPOSED 4i1(MgX.1 BASE LINE c SPACING SIDEWALK Btl AT 12' O.C. VERT 11-0 I to o Sd AT 12. O.C. VERT s FORM SIDEWALK WALL OPTIONAL T-0 3 TOP ',+,' �n LINER BASELINE & P.G.L. CONSTRUCTION I. /. 50 HORIZ. EA. FACE OF PROPOSED - SEE SHEET V.__ FOR SIDEWALK 6d AT 12' O.C. VERT w JOINT 59 HORIZ. ^ SPACINGq;) 5d AT 12' O.C. VERT c > 1'-6 0 7'-0 3 (AIgX•) 50 HORIZ. EA. FACE TOP OF PROPOSED ,° SEE SHEET V.__ FOR SIDEWALK OPTIONAL - �� SPACING a 9d DWLS AT En i _ a CONSTRUCTION 5g HORIZ. 0 7'-0 3 > a 12' O.C. 2 > JOINT Q 5d DWLS AT w W 1 6 iO a m i 12' O.C. 5e HORIZ. a a ^ ? W CDNS70RUCTNON _ Sg HORIZ. Sf DWLS AT EA. FACE > > a ed DWLS 0 12' O.C. i H �° a JOINT I'-6 a 12' O.C. a c Sd DWLS 0 12' O.C. '_I > Se HORIZ ",' i a St DWLS 0 12' O.C. ¢ w 6d DWLS a 12' O.C. n Sf A7 12' �' n i Se HORIZ. Se HORIZ. > a J 5e HORIZ. ,.� i w O.C. VERT Sf AT 12• EA. FACE > 2 T n a Sf AT 12' O.C. VERT "' ill RO.C. a > 6c AT 12' O.C. z 5tl DWLS o 5e HORIZ. %B BEVELED KEYWAY 6b AT 12' O.C. 6c AT 12' O.C. 5f DWLS o 12' O.C. EA. FACE k 5b AT 12' O.C. 5f DWLS m Q.C. Q AT 12' O.C. 5f DWLS AT O.C. Q 56 AT 12rB.C. 12' in .5f DWLS _n 9c AT 12' O.C. 9c AT 12' D.C.-AT 1,2. O.GzT ..;.... _.. ) •_ - 7 I'll <r Frl OJl LD SECTION C -C •B• SECTION D -D SECTION E -E WALL STA. 4221-62.27 TO STA. 4222+10.27 WALL "B" WALL 'B" STA. 4222-10.27 TO STA. 4222-58.27 STA. 4222-58.27 TO STA. 4223-15.00 ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.44 11/18/2014EA 9:20:42 AMV81-IDOTBridge N:\2014_Project5\114.0213.01\Gadd\52XXXX.brg 52XXXXSV.044 r�1l.RYLs , oc. APENTew tN°DELNAMEf tSCAlESHORTA 2%8 BEVELED KEYWAY n Q 2' -II � 2' -II I'-6 STD 90° NOOK (TYP.) 5'-6 1 14 I' -I I'- Iz•-o 2%8 BEVELED KEYWAY n Q 2' -II I'-6 STD 90° HOOK (TYP.) S'-6 I 14 I' -I 1'- 12'-0 2X8 BEVELED KEYWAY Q I'-6 STD 90° HOOK (TYP.) 5'-6 W�4 I' -I 1'- 12'-0 ■■■■ra■■■■ca■rr■■■■ra■■■■ca■�c■ ■ ■■■■rf■■■■c�■rr■■■■rf■■■■rs■ccs■ Ila 00 j PART SIDEWALK PLAN - "B" (SECTIONSlO&Q2 ) 2'-0 6 61 SPA. a 1'-0 = 61'-0; 62-7cl TOP 6 6 122 SPA. C 6 = 61'-0; 123-7cl BOTTOM 6 `A 3'-7 MIN. LAP 6b1 J 7cl(TOP) (TOP & BOTT.) icl (BOTT.) T u "'T „ „ 0 v bbl (TOP, MIDDLE & BOTTOM) N PART FOOTING PLAN - "B" (SHOWING REINFORCING STEEL) (SECTIONSlO&2O) 61 SPA. 0 1'-0 = 61'-0; 62-5ul Sulam PART FOOTING PLAN - "B" (THRU KEY) (SHOWING REINFORCING STEEL) (SECTIONSlO&(2)) I I SPA. a 5'-3 = 57-9 24-HP12x84 6bl (TOP & BOTT.) �i J� UI ;I SDI (TOP, MIDDLE & BOTTOM) 0 0 IrI I I I I I I I I I I I 6 NOTES: FOR SIDEWALK SECTION SEE SHEET V.47. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,UNLESS NOTED OTHERWISE. THE CONTRACT LENGTH OF 20 FEET FOR THE WALL SECTION I & 2 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 177 KIPS, AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL (SRL-I)AND O.T FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.65 FOR SOIL AND 0.70 FOR ROCK ENO BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS I & 2 PILES IS 127 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 18 FEET (20 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 1:4 IN DIRECTION SHOWN. 6bl -,. �7cl tI n in o N N _ 4 4 4 n 2'-0 KEY DETAIL (SECTIONS IO&(D) LEGEND B.F.= BACK FACE F.F. = FRONT FACE E.F. - EACH FACE `i PART FOOTING PLAN - "B" (SHOWING PILLING) NOTE: 24-HPI2xB4 STEEL BEARING PILING (SECT IONSI0 & O2 ) REQUIRED AT SECTIONSlO ANO(�2 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U -37I5(636)--70-52 SHEET NUMBER V.46 111 1E* 4PENTBLLp �MOGELNpNt 4SCALESHORTp/8/2048:31:44 AMV8i-l�OTBr1d e N:\2014_ProLect5\114.0213.01\Cadd\52XXXX.brq 52XXXXSV.046 ThtCr.pltcf❑ y 4n r'� 7 fir; aTl _ r iP C11 r `i PART FOOTING PLAN - "B" (SHOWING PILLING) NOTE: 24-HPI2xB4 STEEL BEARING PILING (SECT IONSI0 & O2 ) REQUIRED AT SECTIONSlO ANO(�2 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U -37I5(636)--70-52 SHEET NUMBER V.46 111 1E* 4PENTBLLp �MOGELNpNt 4SCALESHORTp/8/2048:31:44 AMV8i-l�OTBr1d e N:\2014_ProLect5\114.0213.01\Cadd\52XXXX.brq 52XXXXSV.046 ThtCr.pltcf❑ STA. 4221*14.27 I 6 , . 23 SPA. ■ 1'-0 = 23'-0 24-5111, 48-5h2, 24-4113 4'-O (MIN.) STA. 4221+38.27 6 EXPANSION JOINT �5g4 592� 5hI PART SIDEWALK PLAN - "B" I (SECTIONS O3 ) 25SPA. o I'-0 = 25'-0) 26-6c2 TOP 50 SPA.■ 6 = 25'-0:51-7c1 BOTTOM 6 6 � O i i i i i i �i PART FOOTING PLAN - "B" (SHOWING PILLING) (SECTIONS ( ) NOTE: 12-HPIOz57 STEEL BEARING PILING REQUIRED AT SECTIONS O3 SEE CURB DETAIL • it N ---------------------- CURB DETAIL 7'-3 4 SPA. 0 1'-6 = 6'-0 7-5g 3'-3 MIN. LAP "\ Sh 511 TOP OF WALL IS I'-0 BELOW SIDEWALK PROFILE GRADE NOTES: ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE, UNLESS NOTED OTHERWISE. THE CONTRACT LENGTH OF 25 FEET FOR THE WALL SECTION 3 PILES 15 BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 122 KIPS, AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL (SRL-I)AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 3 PILES IS 88 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 23 FEET (25 FT PILE,1 FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 1:4 IN DIRECTION SHOWN. 9 . 1 3 1'-3 LEVEL 3'-3 4h MIN. LAP Sg o TGR'OOVOOVE TOP OF WALL 11 DRIP IS I'-0 BELOW SIDEWALK PROFILE GRADE SIDEWALK CROSS SECTION N cn IS of __N_______I•__• •___________• Is 'r■_■_■_■_■_■_■_■_Li■■■_■_■_��■■■■■■■■■■_■_ NN ��N ■■r■NI•� �� �N ••�N� ���N� �N � O i i i i i i �i PART FOOTING PLAN - "B" (SHOWING PILLING) (SECTIONS ( ) NOTE: 12-HPIOz57 STEEL BEARING PILING REQUIRED AT SECTIONS O3 SEE CURB DETAIL • it N ---------------------- CURB DETAIL 7'-3 4 SPA. 0 1'-6 = 6'-0 7-5g 3'-3 MIN. LAP "\ Sh 511 TOP OF WALL IS I'-0 BELOW SIDEWALK PROFILE GRADE NOTES: ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE, UNLESS NOTED OTHERWISE. THE CONTRACT LENGTH OF 25 FEET FOR THE WALL SECTION 3 PILES 15 BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 122 KIPS, AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL (SRL-I)AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 3 PILES IS 88 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 23 FEET (25 FT PILE,1 FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 1:4 IN DIRECTION SHOWN. 9 . 1 3 1'-3 LEVEL 3'-3 4h MIN. LAP Sg o TGR'OOVOOVE TOP OF WALL 11 DRIP IS I'-0 BELOW SIDEWALK PROFILE GRADE SIDEWALK CROSS SECTION I ENGLISH I IOWA DOT�t�,I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.47 1u111812014E* 8:32:30 AMV8I-ATBnd e N:\2014_Pro,ects\114.0213.01\Cadd\52XXXX.brq 52XXXXSV.047 rP Lo'YL' "°-`�"--` EMODELNAME• •SULESNONT• q o or.o ltcfa N cn GA LEGEND - CJI :D B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE I ENGLISH I IOWA DOT�t�,I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V.47 1u111812014E* 8:32:30 AMV8I-ATBnd e N:\2014_Pro,ects\114.0213.01\Cadd\52XXXX.brq 52XXXXSV.047 rP Lo'YL' "°-`�"--` EMODELNAME• •SULESNONT• q o or.o ltcfa STA. 4221.38.27 STA. 4221+62.27 12'-0 12'-0 I 6 I LFOR BAR PLACEMENT 11 SPA. @ I' -O = I I'-0 6 STA. 4221+62.27 STA. 4221+86.27 SEE SHEET V. � 12-5d11 (F.F.) 6 12'-0 12'-0 EXPANSION JOINT -4 22 SPA.@ 6 = II' -0 6 i 23-9d12 (B.F.) 6 11 SPA.@ 1'-0 = 11'-0 -� 6 3' -IO 11 SPA.@ 1'-0 = 11'-0 6 3'-10 I (MIN.) N (MI—N.) ✓1 12-5d13 (F.F.) 12-5d13 (F.F.) Y-49, 4'-0 4'-77 I I 12-9,114 (B.F.) 12-9d14 (B.F.) SEE V.58 & V.59 FOR ADDITIONAL I Sal (E.F.) I I 3'-10 3'-10 STAIRWAY DETAILS I 5a2 (E.F.) I c' I (MIN.) rIN I N.)�I Sal (E.F.) 5a2 (E.F.) Sal (E.F.) 5a2 (E.F.) m _x m o 0 2 N_ W W7 ... LL a W c w m o 0 o. x m_ a K N N N O N LL - M I •p n m r.. •'+ _ ___ _ _ __ __ J LU u oiv 6c2 6b2 - w 6c2 61D2 - ¢ ' 9c3 5d9 (F.F.) NOTE:5e AND 5f NOT - u icl 5tl9 (F.F.) NOTE: Se AND 5f NOT I _ J 6b6 9,110 (B.F.) SHOWN SEE SIDEWALK I 6b6 9dIO (B.F.) SHOWN SEE SIDEWALK O (TOP & DOWEL WALL FOR SPACING AND 'II (TOP & DOWEL WALL FOR SPACING AND) I BOTT.) PLACEMENT DETAILS. I BOTT.) PLACEMENT DETAILS. II a uj PART WALL ELEVATION -"B" PART WALL ELEVATION -"B" zI (SECTIONSO&I� Fi (SECTIONS©) ~I ¢ ¢ 12'-0 12'-0 I I 12'-0 I2'-0 EXPANSION JOINT I 6 6 I 6 6 6 11 SPA. @ 1'-0 = 11'-0 I SPA. @ I'-0 = I I'-0 • 6 6 11 SPA. @ I'-0 1 I'-0 11 SPA. @ 1'-0 = 11'-0 6 5f3 MIN. 12-Sf3 (E.F.) 12-5f3 (E.F.) Sf4 MIN. 12-5f4 (E.F.) 12-5f4 (E.F.) L 8'-7 (VARIES) 3'-10 (VARIES) 1 3' 10 L = T-10 I (VARIES) 3' -IO (VARIES) 3' -IO r a I (MIND (M TOP OF SIDEWALK a (MIN.) (MIN.) TOP F 10 5e IO-Se2 II-Sel 11-5e2 P.G.L.-1.0 FOOT i 10-5e1 10-5e2 10-5e1 10-5e2 I P.G.L.-1.0 FOOT C.-) 1' ( -• (E.F.) (E.F.) (E.F.) (E.F.) I - (E.F.) (E.F.) — n n T 9 T7 xLL 5f3 MAX. 5f4 MAX. N w0LL o¢ J 0; 0-- - ZWZ UT Ow0 O wo< w _ . I -�— —I 5f 13 (E.F.)6b2� DOWEL I PART WALL ELEVATION - "B" (SIDEWALK WALL) (SECT IONS 0 &(S)) (BARS FROM LOWER FOOTING NOT SHOWN ) 5f 13 (E.F.) J Gb2J DOWEL PART WALL ELEVATION - "B" (SIDEWALK WALL) LEGEND (SECTIONS ©) B.F.= BACK FACE (BARS FROM LOWER FOOTING NOT SHOWN) F.F.= FRONT FACE E.F. = EACH FACE I ENGLISH I IOWA DOTE���I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636}-70-52 SHEET NUMBER V.48 1 SER18/2014E$ 8:33:10 AMV $ 'LIUOTBrldge N:\2014_Project5\114.0213.01\Gadd\52XXXX.bro 52XXXXSV.048 VR%'YcL'r.oltcfo 'PENTeLL' 'MODELNAME' 'SCALESHORT' STA. 4221+38.27 EXPANSION— JOINT m 6 STA. 4221+62.27 I 23 SPA.0 1'-0 = 23'-0 24-5h I, 48-5h2, 24-4h3 5g2� Shl w5g4 i SIDEWALK PLAN - "B',l (SECTIONS O&O5I z J UI Z' 25 SPA. 0 I'-0 = 25'-0; 26-6c2 TOP 50 SPA.a 6 = 25'-0;51-7cl BOTTOM 6b2 6c2 (TOP)-' (SHOWING REINFORCING STEEL) I I I I I I (TOP & BOTT.) 7cl (BOTT.) F ( SECTIONS © I PART FOOTING PLAN - "B" I I I I I I i (SHOWING REINFORCING STEEL) J (SECT IONS O& SO) u Hi �I 4'-0 5 SPA. 0 4'-0 = 20'-0 4 SPA. a 5'-0 = 20'-0 '2'-0 12-HPIOx57 10-HPIOx57 O p (SHOWING REINFORCING STEEL) I I I I I I OI F ( SECTIONS © I F I I I I I I NOTES: FOR SIDEWALK SECTION SEE SHEET V.47. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,(1NLESS NOTED OTHERWISE. 4'-0 (MIN.) WALL SECTIONS 4 & 5 THE CONTRACT LENGTH OF 25 FEET FOR THE WALL SECTION 4 & 5 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 122 KIPS, AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL (SRL-N AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PHOOF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 4 & 5 PILES IS 88 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 23 FEET (25 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. 1 WALL SECTIONS 6 6 THE CONTRACT LENGTH OF 30 FEET FOR THE WALL SECTION 6 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 115 KIPS, AND A GEOTECHNICAL RESISTANCE FACTOR (PHO OF 0.0 FOR SOIL (SRL-I)AND 0.7 FOR ROCK END BEARING. N THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR p (PHO OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 6 PILES IS 83 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 28 FEET (30 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. 0 _ ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 1:4 IN DIRECTION SHOWN. e PART FOOTING PLAN - "B" (SHOWING PILLING) (SECT IONS4O&(S)) NOTE: 12-HPIOx57 STEEL BEARING PILING REQUIRED AT SECTIONS 4O & 50 LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE STA. 4221+62.27 STA. 4221.86.27 I I 6 23 SPA.0 1'-0 = 23'-0 6 24-5hl, 48-5112, 24-4h3 4'-0 (MIN.) 4'-0 (MIN.) ,I w5g4 5g22- 5hl w5g4 PART SIDEWALK PLAN - "B" z ( SECTIONS © ) z J �I �I �I �I L�o������WW��■ SEE ____■q■■■■■■Li■■■■■■■■■■■ ■ Y WW WW ■ Y NNY YNNY I�NNY Y Y��NNY Y_ YNNNY Y■ PART FOOTING PLAN - "B" (SHOWING PILLING) ( SECT IONS © ) (n CD NOTE: 10-HPIOx57 STEEL BEARING PILING REQUIRED AT SECTIONS I ENGLISH I IOWA DOT I DESIGN TEAM SNYOER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V,49 n vFa. mem gni F. _,,.....,. - 8:33:31 AM N:\2014_Pro,jects\114.0213.01\Gadd\52XXXX.brq 52XXXXSV.049 NLD Yor.oltcfa (SHOWING REINFORCING STEEL) w1 OI F ( SECTIONS © I F 4'-0 4 SPA. a 5'-0 = 20'-0 '2'-0 10-HPIOx57 PART FOOTING PLAN - "B" (SHOWING PILLING) ( SECT IONS © ) (n CD NOTE: 10-HPIOx57 STEEL BEARING PILING REQUIRED AT SECTIONS I ENGLISH I IOWA DOT I DESIGN TEAM SNYOER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V,49 n vFa. mem gni F. _,,.....,. - 8:33:31 AM N:\2014_Pro,jects\114.0213.01\Gadd\52XXXX.brq 52XXXXSV.049 NLD Yor.oltcfa OI I I I I I I I I I I I I I I I PART FOOTING PLAN - "B" (SHOWING PILLING) ( SECT IONS © ) (n CD NOTE: 10-HPIOx57 STEEL BEARING PILING REQUIRED AT SECTIONS I ENGLISH I IOWA DOT I DESIGN TEAM SNYOER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER V,49 n vFa. mem gni F. _,,.....,. - 8:33:31 AM N:\2014_Pro,jects\114.0213.01\Gadd\52XXXX.brq 52XXXXSV.049 NLD Yor.oltcfa STA. 4221.86.27 STA. 4222-1027 L 12'-0 12'-0 r 6 I 11 SPA.a 1'-0 = 11'-0 -► ISTA. 4222+10.27 STA. 4222.34.27 12-5d I5 (F.F.) FOR BAR SHEET LAV. EXPANSION EXPANSION JOINT 12,_0 12'-0 S j 12-9dl6 (B.F.) I EXPANSION JOINT I 6 6 I 3'-10-10 3'-10 6 , I SPA. a I'-0 = 11'-0 11 SPA. o I'-0 = 11'-0 , 6 IN IN.) (MIN.) I 12-5d I9 (F.F.) 12-5019 (F.F.) j 2'-II34'-0 5'-0e j 12-8d20 (B.F.) 12-8d20 (S.F.) j SEE V.60 6 V.61 3,_10 3'-10 FOR ADDITIONAL I ^�I n 5o2 (E.F.) STAIRWAY DETAILS (MIN.) (MIN.) ( Sal (E.F.) n I Sal (E.F.) 5a2 (E.F.) Sal (E.F.) 5a2 (E.F.) 111 ILI 11 D O I I i '^ O = N Q W ] LL Il T O L W n - O - O _ P 4 - 0 6b6 (TOP) - _ _ _ _ N+ i° 6b7 _ a N (BOTT.) r•i 6c2 $D3 I w 0 9c3 5017 (F.F.) r.7 NOTE: Se AND Sf NOT ry 6c2 6D2 - a Btl18 fB.F.) _ SHOWN, SEE SIDEWALK 9c3 5tl9 (F.F.)- u DOWEL ND 6b6 9d IO (B.F.) NOTE: Se AND Sf NOT I PLACEMENTWALL FOR SPACING DETAILS. (TOP & DOWEL SHOWN, SEE SIDEWALK I BOTT.) WALL FOR SPACING AND - PLACEMENT DETAILS. I j PART WALL ELEVATION -"B" j I I �j PART WALL ELEVATION -"B" HI�' (SECTIONS O91 J. (SECTIONS OT & OB) F i u `a a 12'-0 12'-0 I I 12'-0 12'-0 c� 6 6 I 6 6 I cn 6 ' 11 SPA. 0 1'-0 = 11'-0 11 SPA. W I'-0 = I I'-0 ' 6 6 11 SPA. W 1'-0 = 11'-0 11 SPA. 0 1'-0 = 11'-0 6 5f5 MIN. 12-5f5 (E.F.) 12-5f5 (E.F.) I 12-5f6 (E.F.) 12-5f6 (E.F.) L = T-0 I (VARIES) 3'-10 (VARIES) r—EXPANSION JOINT EXPANSION JOINT —� (VARIES) 3'-10 (VARIES) 1. 3'-10 y (MIN.) TOP OF SIDEWALK a I (MIN.) (MIN.) I TOP OF SIDEWALK n M 9-5el 9-5e2 9-5e1 I P.G.L.-1.0 FOOT _ 5f6 MIN. 8 5e 8 -$Is 9-5e1 6-5e2 P.G.L.-1.0 FOOT (E.F.) (E.F.) (E.F.) n L ' 6'-3 (E.F.) (E.F.) (E.F.) fE.F. -.;' f -.• -V z 5f5 MAX. W o IN Sf6 MAX. as a� LL L 8'-3 N 0 L= T•-5 .• J Iwo Q WHO �W o "csia o qzz ua w <aLL W aQLL W W d 4 I a T a LE r n n 1OSfl3 (E.F. 6b2 I N I 5f 14 (E.F.) 5D3 DOWEL DOWEL j PART WALL ELEVATION - "B" (SIDEWALK WALL)PART WALL ELEVATION - "B" (SIDEWALK WALL) LEGEND B.F. = BACK FACE (SECTIONS (BARS FROM LOWERFOOOT NG NOT SHOWN) (BARS FROM (SECTIONS F.F.= FRONT FACE LOWERFOOTINGNOT SHOWN) E.F. = EACH FACE I ENGLISH I IOWA 007 I DESIGN TEAM SNYDER & ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT HANDER STP -U-3715(636)•-70-52 I ,HFF• NUMBER V.50 I $USER* *DATE* 11/18/2014 8:33:55 $FILE$SPENTBLL$ AMM_IDOTBndge N:\2014_Projects\114.0213.01\Gadd\52XXXX.brg 52XXXXSV.050 !MoqYoUr.p1Lcfg AYODELNAMES ASCALESHORTS STA. 4221-86.27 i 6 .. 23 SPA. a 1'-0 = 23'-0 24-5111, 48-Sh2, 24-4h3 4'-0 (MIN.) STA. 4222-10.27 1 --EXPANSION JOINT MI i LSg4 592-1 5hIJ PART SIDEWALK PLAN - "B" z I ( SECTIONS T&@)) ) z J J UI UI 6 25 SPA. o I'-0 = 25'-0 26-6c2 TOP, 26-9c3 BOTT. 6 F 0 p NOTES: FOR SIDEWALK SECTION SEE SHEET V.47. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,UNLESS NOTED OTHERWISE. WALL SECTIONS 7 & 8 THE CONTRACT LENGTH OF 30 FEET FOR THE WALL SECTION 7 & 8 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 115 KIPS, AND A GEOTECHNICAL RESISTANCE FACTOR (PROOF 0.0 FOR SOIL (SRL-I)AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PROOF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 7 & 8 PILES IS 83 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 28 FEET (30 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. WALL SECTIONS 9 THE CONTRACT LENGTH OF 35 FEET FOR THE WALL SECTION 9 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 106 KIPS,AND A GEOTECHNICAL RESISTANCE FACTOR (PROOF 0.0 FOR SOIL (SRL-I)AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PROOF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 9 PILES IS 77 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 33 FEET (35 FT PILE, I FOOT EMBEDMENT IN CAP, I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAR ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 1:4 IN DIRECTION SHOWN. LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE STA. 4222-10.27 STA. 4222*34.27 EXPANSION—•I JOINT 6 23 SPA. a 1'-0 = 23'-0 6 ^ 24-5111, 48-5112, 24-4h3 _ 4'-0 (MIN.) It_N_______••__• •___________1::e PART SIDEWALK ■■■■■■■■Li■■■■■■■■■■■■■■■■ z (SECTIONS Q .NNNNN. 25 SPA. 0 A � A• � 0 0 F 0 p NOTES: FOR SIDEWALK SECTION SEE SHEET V.47. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,UNLESS NOTED OTHERWISE. WALL SECTIONS 7 & 8 THE CONTRACT LENGTH OF 30 FEET FOR THE WALL SECTION 7 & 8 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 115 KIPS, AND A GEOTECHNICAL RESISTANCE FACTOR (PROOF 0.0 FOR SOIL (SRL-I)AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PROOF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 7 & 8 PILES IS 83 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 28 FEET (30 FT PILE,I FOOT EMBEDMENT IN CAP,I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ANALYSIS WITH BEARING GRAPH. WALL SECTIONS 9 THE CONTRACT LENGTH OF 35 FEET FOR THE WALL SECTION 9 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, A TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 106 KIPS,AND A GEOTECHNICAL RESISTANCE FACTOR (PROOF 0.0 FOR SOIL (SRL-I)AND 0.7 FOR ROCK END BEARING. THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION CONTROL WAS DETERMINED FROM A COHESIVE SOIL CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR (PROOF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE WALL SECTIONS 9 PILES IS 77 TONS AT END OF DRIVE. THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE EMBEDDED LESS THAN 33 FEET (35 FT PILE, I FOOT EMBEDMENT IN CAP, I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAR ANALYSIS WITH BEARING GRAPH. ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE TO AID IN THE PLACEMENT OF REINFORCING. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. BATTER PILES 1:4 IN DIRECTION SHOWN. LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE STA. 4222-10.27 STA. 4222*34.27 EXPANSION—•I JOINT 6 23 SPA. a 1'-0 = 23'-0 6 ^ 24-5111, 48-5112, 24-4h3 _ 4'-0 (MIN.) 4'-0 3 SPA. a 6'-0 = 18'-0 4. 0 8-HPIOx57 eYl _ IF (`JAI PART FOOTING PLAN - "B" PART FOOTING PLAN - "B" (SHOWING PILLING) (SHOWING PILLING) (SECTIONS 0&@)) ) (SECTIONS (9 ) NOTE: 10-HPIOx57 STEEL BEARING PILING NOTE: 8-XPIOx57 STEEL BEARIN PILING REQUIRED AT SECTIONS D &(B) REQUIRED AT SECTIONS ENGLISH I IOWA DOT I DESIGN TEAM Q�j SNYDER & ASSOCIATES CITY OF IOWA CITY ,)"SON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER y,51 $USER$ $DATE$ *FILE$q LA *PENTBLL$ $MODELNAME* *SCALESHORT* 11/18/2014 8:34:27 AMV8i_ IDOTBridoe N:\2014_Pro iects\114.0213.01\Cadd\52XXXX.bro 52XXXXSV.051 VI�'oYor.oltcfo PART SIDEWALK z (SECTIONS Q 25 SPA. 0 A O• BO CWAINNNNN NNWWNNW.NN�NNNNNNNN. WN' ■q■■■■■■Li■■■■■■■■■■■■■■■■ Y NNN N NNNN•.N N N NN••NN NNN_N_N Y •• •• zmmm .NNm. N NN■ 5b3 6c2 O• A• & :A :A PARTA• ,, • A (SHOWINGA- (SECTIONSQ Lu 4'-0 3 SPA. a 6'-0 = 18'-0 4. 0 8-HPIOx57 eYl _ IF (`JAI PART FOOTING PLAN - "B" PART FOOTING PLAN - "B" (SHOWING PILLING) (SHOWING PILLING) (SECTIONS 0&@)) ) (SECTIONS (9 ) NOTE: 10-HPIOx57 STEEL BEARING PILING NOTE: 8-XPIOx57 STEEL BEARIN PILING REQUIRED AT SECTIONS D &(B) REQUIRED AT SECTIONS ENGLISH I IOWA DOT I DESIGN TEAM Q�j SNYDER & ASSOCIATES CITY OF IOWA CITY ,)"SON COUNTY I PROJECT NUMBER STP -U-3715(636)--70-52 SHEET NUMBER y,51 $USER$ $DATE$ *FILE$q LA *PENTBLL$ $MODELNAME* *SCALESHORT* 11/18/2014 8:34:27 AMV8i_ IDOTBridoe N:\2014_Pro iects\114.0213.01\Cadd\52XXXX.bro 52XXXXSV.051 VI�'oYor.oltcfo PART WALL ELEVATION - "B" (SIDEWALK WALL) ( SECTIONS @) (BARS FROM LOWER FOOTING NOT SHOWN I PART WALL ELEVATION - "B" (SIDEWALK WALL) ( SECTIONS @&@I (BARS FROM LOWER FOOTING NOT SHORN 7 N co 4222-34.27 STA. 4222-58.27 c.n e l rTl STA. 4222-58.2T STA. 4222-82.27 UA� Y � � Ell O FOR BAR PLACEMENT 2- 23 (F.F.) EXPANSIONSTA. . _ ;, , CE.F.) Sol (E.F.) STAIRWAY DETAILS iiia■:�■■e�■■■■::■u■■■■e�■■■■■■u ��■■■■■■��::■■■e�■■■■■■ ■■ Hfff-- ■■��■e�■■ef■■■■��■��■■■■e■■■■■■wi°� utuunuw■■■■■ate■■■e�■■■■■■ - ----------------- -�q q q W .O-& DOWEL BO D Sf NOT �14011114 SEE SIDEWALK D ALK SEE SIDEW K WALLOW ,.SPACING AND. BOT .• �PLACEMENT S. DETAILS. �,� PART (SECTIONS m I SECT IONS e (MIN.) TOP OF SIDEWALK IN TOP OF SIDEWALK .. . FOOT ■■.■rt■■■■[�■r:■■■■■■t�■■■■■■ u■■■■t�■■■■r�ire�..■ot■■■■e■[�R�5f7 MAX. � 4(�E.;F.) ■■ f■■■■e■te■a■tee iL 5`10■■eee ■reu■■■■e�■1C:..�t■■■■■ F ��N�[f�ll����tf������ 1■� - :� -----------=-- ■■■��■■■�■■�■■�■�■fit■■■ ---- -� i i 5b3- DOWEL DOWEL PART WALL ELEVATION - "B" (SIDEWALK WALL) ( SECTIONS @) (BARS FROM LOWER FOOTING NOT SHOWN I PART WALL ELEVATION - "B" (SIDEWALK WALL) ( SECTIONS @&@I (BARS FROM LOWER FOOTING NOT SHORN 7 LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE I ENGLISH I IOWA DDT I DESIGN TEAM 6`' SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT W48ER STP -U-3715(636)--70-52 SHEET NUMBER Y•52 .USER. .DATE. BRE._?,_ OPENTRLLA $!ODELNAME. .SCALESHORTA 11/18/2014 8:34:48 AMV81_IDOTBrldge N:\2014-Projects\114.0213.01\Cadd\52XXXX.d _a N co c.n e l rTl UA� Y � � Ell O LEGEND B.F. = BACK FACE F.F. = FRONT FACE E.F. = EACH FACE I ENGLISH I IOWA DDT I DESIGN TEAM 6`' SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT W48ER STP -U-3715(636)--70-52 SHEET NUMBER Y•52 .USER. .DATE. BRE._?,_ OPENTRLLA $!ODELNAME. .SCALESHORTA 11/18/2014 8:34:48 AMV81_IDOTBrldge N:\2014-Projects\114.0213.01\Cadd\52XXXX.d _a NOTES: FOR SIDEWALK SECTION SEE SHEET V.47. STA.4222+34.27 STA.4222+58.27 STA.4222+58.27 STA.4222+82.27 ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING EXPANSION I I WALL BASE LINE,UNLESS NOTED OTHERWISE. I I4 6 23 SPA.O I'-0 = 23'-0 6 6 23 SPA.O 1'-0 = 23'-0 JOINT 4 6 4,-0 (M M 24-SIN.)hl,46 5h2,24 4h3 4•-0 (MIN.) WALL SECTIONS I ' 4,-0 (24-Shl,48 5h2,24-4113 �y i )` THE CONTRACT LENGTH OF 35 FEET FOR THE WALL SECTION 10 Y 1� • PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION, TOTAL A A� a a — FACTORED AXIAL LOAD PER PILE (PU)OF 106 KIPS,AND A a o - - '� — GEOTECHNICAL RESISTANCE FACTOR (PHI)OF 0.0 FOR SOIL N n� vaai —. A (SRL-I)AND 0.7 FOR ROCK END BEARING. ' en- — A • i. iD ti i- LDF v _ -T - ' � - THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION c _ — • "A V 44-4-31-11.41 CONTROL WAS DETERMINED FROM A COHESIVE SOIL Y Mi< 11141 a__ --.=- --_ — CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR m A • 1 " • l A (PHI)OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. • r'." A I 5g4 5g2 5h - 5g4 I THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE " i -5g4 5g2 5hl I p WALL SECTIONS 10 PILES IS 77 TONS AT END OF DRIVE. THE p PART SIDEWALK PLAN - "B" I PER PLAN UNLESS PILESPILE CREACHCREFUSAL.T HIN NOLCASEA DRIVEN BE SHALSPIILE BE EMBEDDED PART SIDEWALK PLAN - "B" I Z 1 (SECTIONS 10 ) Z I LESS THAN 33 FEET (35 FT PILE, I FOOT EMBEDMENT IN CAP, I Z i (SECTIONS I I & 12 ) Z I J FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A WEAP ' J' ANALYSIS WITH BEARING GRAPH. J' �' U1 (_) UI VI I- , H , H . H . At 1 2 I WALL SECTIONS I1 & 12 11 6 25 SPA.O I'0 = 25'-0 I6 6 THE CONTRACT LENGTH OF 35 FEET FOR THE WALL SECTION II 6 25 SPA.O I'-0 = 25'-0 1 i. 6 • x 26-6c2 TOP'26-9c3 BOTT. • & 12 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION,A • • 26-6c2 TOP 26-8c4 BOTT. TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 81 KIPS,AND A • I r ' _ A GEOTECHNICAL RESISTANCE FACTOR (PHI)OF 0.0 FOR SOIL A A _ (SRL-I)AND 0.7 FOR ROCK END BEARING. A %. 2 1- • THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION . • N o i I • CONTROL WAS DETERMINED FROM A COHESIVE SOIL - o • 00 1 A CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR m —A o o A O (PHI)OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. o o O P A _ _ a A - ,c -' a .- A - _ - THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE _K. a o - A - - i- WALL SECTIONS II & 12 PILES IS 59 TONS AT END OF DRIVE. - a r. A ��—'�' _ THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN a d A �� ►s _ ✓' N I • UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE N '"" A N EMBEDDED LESS THAN 33 FEET (35 FT PILE, I FOOT EMBEDMENT = _ IN CAP, I FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A • I J ---40- 1 WEAP ANALYSIS WITH BEARING GRAPH. / • r • . • ▪ 1 5b3- 6c2 (TOP)- o I 5b3- 6c2 (TOP)- o (TOP & BOTT.) 9c3 (BOIT.) I ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE (TOP & BOTT,) 8c4 (BOTT.) I 1TO AID IN THE PLACEMENT OF REINFORCING. I i .----3PART FOOTING PLAN - "B" I , PART FOOTING PLAN - "B" `-' v1 Z. PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. Z I Z' c_rt 1 (SHOWING REINFORCING STEEL) -1 BATTER PILES 1:4 IN DIRECTION SHOWN. - (SHOWING REINFORCING STEEL) -I -rl G , _\ f'1 C- I (SECT 10 N5 10 ) 3 I c=.,I (SECTIONS 1I & 12 ) 5 1 --{ ':tl .rte+ H 1- 1- F- --,r ( 0,... I i I I :- ^, t� 4'-0 3 SPA.O 6'-0 = 18'-O 4'-0 4'-0 3 SPA.O 6'-0 = 18'-0 4'-0 _ ., �. T .• 8 HPIOx57 •. tf 8 HPIOx57 i — I r I cn AI II I • I I `� I I I I I 1 I I N I I I I N I I I I LEGEND i i B.F. = BACK FACE -- .__- - -- -- -- -- -- -- — - -- F.F.= FRONT FACE V • -- +--iii- -- -- — — — — — — E.F.= EACH FACE w A A f 'D PART FOOTING PLAN - "B" PART FOOTING PLAN - "B" (SHOWING PILLING) (SHOWING PILLING) (SECTIONS 10 ) (SECTIONS II &@) NOTE: 8-HPIOx57 STEEL BEARING PILING NOTE: 8-HPIOx57 STEEL BEARING PILING REQUIRED AT SECTIONS 10 REQUIRED AT SECTIONS @&@ ENGLISH IOWA DOT DESIGN TEAM Q SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.53 I *USERS *DATES *FILES *PLTDR VLA S.ENTBLL$ $MODELNAME$ $SCALESNORTi 11/18/2014 8:35:08 ANV8i_IDOTBridge N:\2014_Projects\114.0213.01\2aad\52XXXX,prg 52XXXXSV.053 RRmlLolor,pItcfg 4—SIDEWALK WALL * NOTE: BASELINE & P.G.L. FOR TOP OF PROPOSED SIDEWALK ELEVATION TOP OF PROPOSED * SEE VERTICAL CURVE PROFILE DATA FOR SIDEWALK SHEET V.V.40 & V,41, 7'-0 3 STA.4222+82.27 STA.4223+15.00 ISIDEWAL0K - 1.5 C I 12'-0 12'-0 8'-8i I I EXPANSION ►•4 1.4 i i w EXPANSION JOINT I 6 6 6 6 8; 16 JOINT ll A 6 II SPA.O I'-0 = I No -I I SPA.a I'-0 = 11.-0--0--•-o- - 5f 0 12" O.C.VERT i •�14 . 4 7 SPA.1'-0=7'-0 I I2-5d26 (F.F.) I2-5d26 (F.F.) 4 DA I 12 6d27 (8.F.) 12-6d27 (B.F.) 9-5d28 (F.F.) iI' 0 w 5e HORIZ.E.F. 3'-10 3'-10 9-6d29 (B.F.) SEE BELOW FOR SPACING(MIN.) (MIN.) I 5b 0 12" O.C., \ I FORM a 1,„,__,.. �► ' LINER > r- • 501 (E.F.)- 5a2 (E.F.)- 501 (E.F.) 5a2 (E.F.) 5a3 (E.F.)- ,. E.F.)Y ,. Sc 0 12" 0.C.- I 5f OWLS 0 12"O.C. OA.D E� MME� p A • a ' A . V OF co a W • ` II r in NO M - Q 0 1 'C V - VI . Q, ( : j 2' 6 I'-I CL LC, b` • ■ �4 STD 90° HOOK p, C U pA A T �' .,. "' 4'-6 j ► re o= III ' }� A -5b41 _ N SECTION F-F r k ,, Q U �" 6c2 51)3- 5b8 _ _i I WALL 'B" 8c4 5dI7 (F.F.) (TOP & BOTT.) c1 I 5b8 6d25 (B.F.) I SIDEWALK RETAINING WALL STA.4123+17.52 (TOP & DOWEL NOTE:Se AND 5f NOT TO SIDEWALK RETAINING WALL STA.4123+65.02 I BOTT.) SHOWN,SEE SIDEWALK i WALL FOR SPACING AND PART WALL E L E V A T ION—"B" PLACEMENT DETAILS. SIDEWALK RETAINING WALL • (SECTIONS C)&0) • STA.4223+15.00 STA.4123+65.02 I I I= SIDEWALK RETAINING I .WALL STA.4123+17.52 I I WI I z , I I JI w w I JI ZI QI Q I i2I.4 I 2. EXPANSION END OF WALL 14 12'-0 ►4 12'-0 6'-8; I JOINT 1 12'-0 ►4 12'-0 ►4 12'-0 ►. 11'-6 �� 6 6 6 6 886 � 6 6 6 6 6 6 6 II SPA.0 1'-0 = 11'-0-w-•-4-II SPA.0 I'-0 = II'-0 • 6 II SPA.0 I'-0 = II'-0 •4 II SPA.0 I'-0 = II'-0 •4 11 SPA.c I'-0 = 11'-062-w--0-- ___,..d,,,,_ >4,146 v 4 7 SPA.0I' 0=7' 0FOR END CLOSURE WALL ► 14 t 4 } 110 SPA.O 1'-0 = 10'-0 5f9 MIN. I I2-5f9 (E.F.) 12-5f9 (E.F.) �, II 12-5f 1 1 (E.F.) 12-5f11 (E.F.) 12-5fI6 (E.F.) I. 3'-10 DETAILS SEE SHEET V.57 3'-10 3'-10 L = 3' 10 (VARIES) ,_ (VARIES) k1_4.'-109-5f10 (E.F.) , (VARIES) (VARIES) (VARIES) 12 Sf16 (E.F.)t. Sfll MIN. sF4___0.3'-10 ,� I (MIN.) (MIN.) (VARIES) ),/f_ 1-P.G.L. OF SIDEWALK L = 3'-6 I CHIN.) CHIN.) (MIN.) (VARIES) I TOP OF SIDEWALK > 6-5e1 6-5e2- 6-5e1 4-5e2- 5-5e3 1-P.G.L.-1.0 FOOT a 5-5e1 - 5-5e2- 6-5e1 3-5e2 4-5e1 - 4-5e2- 5-5e4 (E.F.) P.G.L.-1.0 FOOT (E.F.) (E.F.) (E.F.) (E.F.) (E.F.) I (E.F.) (E.F.) (E.F.) (E.F.) (E.F.) (E.F.) I- z r"v �� „ ���� - -5f 10 MAX. -rn -- ''J 5f 16 MAX. a o �•!� C i!� _ L = 3'-6 .4,,_c,, v _rte�7�— <-? <W orIliEraill owo 'I ime�.i a1-c=ia • N , - away �1 - w<<w A __" _ "' =O~c=.)z w '.I •� �I -- \ N , _ w ? Il ��� 5f10 MIN. oA w<W aA �1 �Sfl6 MIN. —� _ �, N �11N� I L 3' 0 N♦ y L - 5'-3 II C`) l:� „ ~' o I 5f9 MAX. �` -A I 5c51 5b5- 5fI6 (E.F.) 1 7..-C,; & L = 5'-O M DOWEL17 t ill 5fI4 (E.F.) 5b3 . I 5c5- 5f 15 (E.F.) 5b3 5f l l MAX. 5b8 DOWEL DOWEL L = 4'-8 (TOP & BOIT.) Cil PART WALL ELEVATION — "B" (SIDEWALK WALL) PART WALL ELEVATION — "B" (SIDEWALK WALL) (SECTIONS 13 & 1)) (SECTIONS O,0,0& 18) LEGEND (BARS FROM LOWER FOOTING NOT SHOWN ) (BARS FROM LOWER FOOTING NOT SHOWN ) B.F.= BACK FACE F.F.= FRONT FACE E.F.= EACH FACE ENGLISH IOWA DOT DESIGN TEAMSNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.54 I $USERS *DATES sEILEs OR Ls s'ENT&-_s sMODELNAMEs tSCALESHORTt 11/.8/2014 8:35:34 AMV8:_:DO-Briage N:\2014_Projects\114.0213.01\Cadd\52XXXX.brg 52XXXXSV.054 If�Il.oYor,piccfg NOTES: FOR SIDEWALK SECTION SEE SHEET V.47. STA.4222+82.27 STA.4223+06.27 STA.4223+06.27 STA.4223+15.00 r ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING ' I EXPANSION-01I WALL BASE LINE,UNLESS NOTED OTHERWISE. 6 �I 7 SPA.oI'-0=7'-0 2i 6 23 SPA.o I'-0 = 23'-0 6 pp ^ 1 �9-5h ,18 1 -5h4 T 1 • ,n s 24-5h I,48-5h2,24-4h3 II • 4'-0 (MIN.) WALL SECT IONS 13 & 14 rn 4'-O(MIN.)3 6 • I fa 6 A A THE CONTRACT LENGTH OF 40 FEET FOR THE WALL SECTION 13 • A A I 0 & 14 PILES IS BASED ON A COHESIVE SOIL CLASSIFICATION,A o o ' A" — TOTAL FACTORED AXIAL LOAD PER PILE (PU)OF 81 KIPS,AND A o ---- --7.- ' • I d tc' rn _ GEOTECHNICAL RESISTANCE FACTOR (PHI)OF 0.0 FOR SOIL .., . `O cn Elf') " I' • (SRL-1)AND 0.7 FOR ROCK END BEARING. N " .) --1- - 1 r l0 N A tD — • THE NOMINAL AXIAL BEARING RESISTANCE FOR CONSTRUCTION — T •A " CONTROL WAS DETERMINED FROM A COHESIVE SOIL 11, —��.44-4—r. I T °� CLASSIFICATION AND A GEOTECHNICAL RESISTANCE FACTOR I ° A A (PHI)OF 0.65 FOR SOIL AND 0.70 FOR ROCK END BEARING. A I I In 5g2- Sh1 - 5g4 .n 5g4- -5h,1 1 1 THE REQUIRED NOMINAL AXIAL BEARING RESISTANCE FOR THE ! 5g3- I WALL SECTIONS 13 & 14 PILES IS 59 TONS AT END OF DRIVE. I PART SIDEWALK PLAN - "B" I THE PILE CONTRACT LENGTH SHALL BE DRIVEN AS PER PLAN I PART SIDEWALK PLAN - "B" w, w, UNLESS PILES REACH REFUSAL. IN NO CASE SHALL A PILE BE w J (SECTIONS 13 ) JI EMBEDDED LESS THAN 38 FEET (40 FT PILE, I FOOT EMBEDMENT JI (SECTIONS 131 IN CAP, FT CUT OFF). CONSTRUCTION CONTROL REQUIRES A I F I WEAP ANALYSIS WITH BEARING GRAPH. =I I 7 7 ' ALL BATTERED PILE SHALL BE TRIMMED TO A HORIZONTAL LINE I I TO AID IN THE PLACEMENT OF REINFORCING. 17 SPA.o1' 0=7' 0 I 8. 6 25 SPA.o I' 0 = 25'-0 IA 6 PILE DIMENSIONS ARE SHOWN AT THE BOTTOM OF THE FOOTING. 6 9 6c2 TOP 6 ,n 26-6c2 TOP,26-8c4 BOTT. II BATTER PILES I:4 IN DIRECTION SHOWN. 9-8c4 BOTT. II r A -A • A A ■■1Il■■■■I =A 0 0 °e ' o o o .111111111111.111.11, o - I N N O ■ ■■■■1 -T_ TiN - o . 1 ■ ■■■■I 44 4 s w _ < v ■■II■11V_Y _ v) ) N V) ■■`1■■■11' - N . V - N �A�\= ��41� - - 2211.5 inEn= 1 I NI\� E MI A • , A A ,• \NNI\vN\W .y • 5b3 6c2 (TOP)- o 5b4 0 (TOP & BOTT.) 8c4 (BOTT.) (TOP & OTT.) LZ' PART FOOTING PLAN - "B" I 8c4c(BOTOT.) t--...:- (SHOWING REINFORCING STEEL) J I ?! PART FOOTING PLAN - "B" - ' C. (SECTIONS 13 ) 3I vI ., -) -�.�wi ,- 1- , (SHOWING REINFORCING STEEL) — (SECTIONS 14 ) C7-'ti )I �y� I .--{C'7 LO i _ 4'-0 3 SPA.0 6'-0 = 18'-0 4'-0 5'-8i 3'-0 ��'in -Zl 8-HP10x57 _ I1 TI I I I I I I N e., LEGEND B.F.= BACK FACE r v -- „_---Eli_ -- -- © -- -- 1-- -- —E- -- F.F.= FRONT FACE r — — — E.F.= EACH FACEEla • A P P PART FOOTING PLAN - "B" - PART FOOTING PLAN - "B" (SHOWING PILLING) (SHOWING PILLING) (SECTIONS 13 ) (SECTIONS I4 ) NOTE: 8-HPIOx57 STEEL BEARING PILING NOTE: 2-HPIOx57 STEEL BEARING PILING REQUIRED AT SECTIONS @ REQUIRED AT SECTIONS 14 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.55 I sUSERs SDATEs p 'FILE: DR Ls s.ENTBLLS sMODELNAMES sSCALESHORTS 11/18/2014 8;35:5:' AMV8i_I3OTBr.age N:\2014_"rrojects\114.32i3.G:\Cada\52XXXx.org UOXXXXSV.055 AIE1Loior.pltcfg SIDEWALK RETAINING SIDEWALK RETAINING SIDEWALK RETAINING SIDEWALK RETAINING WALL STA.4123+17.52 WALL STA.4123+41.52 WALL STA.4123+41.52 WALL STA.4123+65.02 EXPANSION I JOINT i I 1-4--END OF WALL 15 SPA. I' 6 = 22' 6 6 3.6 l'- t 15 SPA.0 1'-6 = 22'-6 6 Mr 17-5h1, 17-5h5, I7-4h3 r• I` 6 .. ...4'-0 (MIN.) 4'-0 (MIN.) rl 16-Sh1, I6-5h6, 16-4h3 i n N r A A - A A L t ^ A A 0cf — o ZD A �� - A 0 ' Al Q ' •lD LO ti tD r- V Tr_ A — 1. Q tD I.-- ti • _ V tt <> >r 111 4T. � V V G111— A — A A A ar r A :- t ft-, I 5g5- 5h1 - -5g4 I I 594 5g6- 5h1 - f-1 II PART SIDEWALK PLAN - "B" i w, PART SIDEWALK PLAN - "B" 16 (SECTIONS 15 & l Z_ Z I z (SECTIONS I7 & IB ) W J Li LI = I U LD , , F , < I I I 22 SPA.o I'-O = 22'0 16 6 25 SPA.C I'-O = 25'-0 6 6 24-5c5 TOP AND BOTTOM 6 P. t n 26-5c5 TOP AND BOTTOM rn V r A ^d _ N gy?Au ,dy . 1� ' ,I, 1 , ,II111■.il2Vf2I1III u,'^• ' rn.5^ �DQv a 1 ■■■ 11II , , 111 , ,III1111■I NraLn tIv M O 0 0 A v v)o j,F9.c?, iaiiMEM E•ii••MEMMMi!M••.•.,um pmBmmmmmmmmmmmuiommmiim A A r A A r., 5b3- 5c5- M 5b5 5c5 _ (TOP & BOTT.) (TOP & BOT T.) - (TOP & BOTT.) (TOP & BOTT.) - PART FOOTING PLAN - "B" (SHOWING REINFORCING STEEL) PART FOOT ING PLAN - "B" (SECTIONS 10&C)) (SHOWING REINFORCING STEEL) (SECTIONS ©8,10) �.y P) V iewa -7 Y i 1 rn CM LEGEND B.F. = BACK FACE F.F.= FRONT FACE E.F.= EACH FACE ENGLISH I IOWA DOT DESIGN TEAM ` SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.56 �u1�Ri8/2014E$ 8:36:17 AMV81JDOTBridge N:\2014_Projects\114.0213.01\Gadd\52XXXX.brg 52XXXXSV.056 rhn o`r.pltcfg $PENTBLLR $MODELNAME$ $SCALESHORT$ 5o27(F.F.) SIDEWALK WALL SIDEWALK WALL 5o27(F.F.) RETAINING WALL 4 t k (MIN LAP 3'-8) J J (MIN LAP 3'-8) RETAINING WALL k 5o28(B.F.) a _i 5o28(B.F.) (MIN LAP 3' 8) ; ; (MIN LAP 3'-8) 1 6 STA.42234-15.00 i i r - Z - Z f. W W 5g 7 ��■■■ . ■■■■..� 5g7 �_ ==',1 air ,..,. ,, WALL 'B'SIDEWALK SIDEWALK ON GRADE 597 .1.1.1.1 1.11111111. 5g 7 3'-6 sj RETAINING WALL (MIN.XTYP)I SECTION A-A SECTION B-B - - _r -- 0 ° I• i:n a , Co 1a '" a ,n 1 I I N Lt 1 in i SIDEWALK WALL END WALL 5'-4 PREFORMED EXPANSION JOINT FILLER I, 4 SPA 0 8 I'-O = 4'-0 8 PART SIDEWALK PLAN i 1111118=111 r 11 /r��1�/�l�...��.\�'� 6 �STA.4223+15.00 sl7�I�I�I�I�I�R1 A LI.J v. ■••`ila•(�(��i �r WALL "B" SIDEWALK SIDEWALK ON GRADE Q ' " ■■■Ii■■IS: 0 m 5'-6 ._ N 4 N► Ir 1 "1 ■■■Ii■■1.' m 4 SPA 0 _N__, T 5g7 i '; ■■■`i■■ 0 9 I'-0 = 4'-O 9 PREFORMED EXPANSION JOINT FILLER a S _ -6" SIDEWALK �3 5d52 111=11=1/1111=11. • n k 1 -1 ■■■1i■1 A ��� 1����rra�y 5g7 •=`_ .. ■I■I■�fi1■�■ i o aA�2 L2 '- W.I■I�■11■■MEMMIMIMIIMINFEW v 5027(\ \ `,}' p "A.. ■I■I■Ifil■I■�i, M W o CO o ■;i■■■■ _ ■I■I■Ifi1■I■ I y Q.�i, 11■;�■■■■ END WAIL ^ICS `ril mII�IrimIiimu�+ : A �I�r�����x 5d53 >. ' 5o28 - !r ii r .n i i���� T• Y 5 UWLS 10 ► . r- r-moi 5d3 OWLS ) )(E.F.) ST (E.F.) _•. � '�� ___�__�_ SECT ION C-C = c.. " °•.1-"1` . tea^^?- 1 1 (END WALL AT STA.4223+15.00 SHOWN, Q 1 1 b 3 5o27(F.F.) END WALL AT STA.4220+54.27 SIMILAR) li I 5o28(B.F.)I!> I I L.---A 5o27(F.F.) 5o28(B.F.) END WALL VIEW END WALL VIEW WALL "B" LOOKING UP STATION WALL "B" LOOKING DOWN STATION RETAINING WALL STA.4220+54.27 RETAINING WALL STA.4223+15.00 ENGLISH IOWA OOT I DESIGN TEAMSNYDER &ASSOCIATES CITY OF IOWA CITYJOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.57 $USER$ $DATES 2sPENTBLLs $MODELNAMEs $SCA-ESHORT$ 11/18/ 014 8:36:34 AMV81_ TBridge N:\2014_Pro)ects\114.0210.0i\Gadd\52XXXX.brg 52XXXXSV.057 N10osr.p tcfg 6 sl 21 SPA.0 1'-0 = 21'-0 aI I 5 "B"WALL SECTION 4O 22-5s1 (EACH WALL) 507 (B.F.) 5a6 (F.F.) I'-0 10 PREFORMED EXPANSION JOINT FILLER r- I•_O r r ~ I STD 90° HOOK Ssl v NI _77-1 ---- 2.0% _ 5v3 • �� 551 • SIDEWALK 6-5014 • /� • rj Ir A 4s2b \ Bl �\ Svl E- — �/ 61 N. iv z4J0 TOP STEP 5,_/ Q 2 SPA.0 3 SPA.o I'-06 a I�' 0=2' 61e 5 SPA.0 1.-0 = 5.-0*1614 1.-0 = 3' 0 al • 6 DETAIL • A-5d11(F.F.0 5-5d30(F.F.) 5-5d1I(F.F.) r 5 SPA.0 7 SPA.0 •— A TYPICAL STAIR ' ' 66 = 2' 6 10SPA.06 = 5' 0• 6 = 3'-6 6 .--rr . . .�-r • s • rrr I6-9d12(B.F )I� 10-9d31(B.F.) ale 8-9d12(B.F.) ,,.e v ,;:, 3'-4& 4'-0 4'-7K 3'-10 1� EXPANSION JOINT a a 4 ►-4 ►4 - �{ 5a5 (B.F.)—' �r5o4 (F.F.) (MIN.) I 'NT -5o4(F.F.) IP' 6 7.-3i 7.-3,1 7' 4� 7 r 5o5(B.F.) -5a6 (F.F.) Sol (B.F.) "' ►—.4 ►� sl+ .1._-..------ORNAMENTAL FENCE POST SPACING r I r (TYPICAL EACH STAIRWELL WALL) ' % • l0 6 3'-0 •4'-O I 5'-0 5'-0 4'-5 I'-1 r r sls t 1...6 ►Ie ►I 4 ALUMINUM HANDRAIL POST SPACING OFSTAIRWELL TOP VIEW (SEEICAL SHEETACH U.IISIDE FOR DETAILSR)wELL) T - (WALL 18" WALL SECTION O4 ) le V - r .� u_ 23'-0 a. b+ ,.- i 11. . o „ o 20'-0 3'-0 o ' r V o (20 EQ.TREADS AT I'-0 EACH) )14 LANDING a - a L; r - -501 (E.F.) r 0 6'-0 7'-0 8'-11 V-I a v . a. Ul a r o 4-- o ELEV.706.39 , °' u' 0' `f, _ • 'V - r ELEV.705.96 A 4 uc — • SEE TOP _) I'-6� 7'-4q - V �.1 17_ STEP DETAIL r r . "B" WALL SECTION O4 -• cr 4 (TOP L WALL ELEV.703.00') _ _ , ) A dye • >5014 a Wi` l+a mom.. in cc - O . r 6°' -<I— --0 M 5437 o a 'I W a o d d v r oar 5d38 DOWEL • 5v o a a • .. o A 6 I _ • • z A C.' A 4 zi ELOV.695.48wELL ► _ A aIeSsl 'ISv2 •�° 8F a 1.5% A a -Sa2 (E.F.) <, ,_ T A A 0 A ELEV.692.00' Aiv . Sc9 5c10 PART STAIRWELL WALL ELEVATION NOTE: AREA BETWEEN THE RETAINING WALLS AND BELOW THE STAIR TO BE BACKFILLED SECT ION A-Ai STAIRWALL WALL "B" BASEL INE STA.4221+43.65 WITH UNCOMPACTED GRANULAR BACKFILL. = WALL "B" SIDEWALK WALL BASELINE STA.4221+46.17 (WALL "B" WALL SECTION ®) (WALL "B" WALL SECTION O4 ) ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES CITY OF IOWA CITYJOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER V.58 AUSERs $DATEs $FJLE$ DRyu s,ENTB,._s sMODEL NAMES ESCAL[SHORTS 11/18/2014 8:36:53 AMV81_IDOTBridge N:\2014-Projects\114.0213.31\Cada\52XXXX.brg S2XXXXSV.058 rti�,o�o .pltcfg 6'-0 7'-0 4 ► 1 A. 6 10 SPA.0 6 = 5'-0 6 6 12 SPA.0 6 = 6'-0 6 A 1 4 %I -I ► 11 *I 4 8'-11 II-5d36 (B.F.X6'-I MIN.7'-2 MAX.) 13-5d35 (B.F.X7'-10 MIN.9'-4 MAX.) 4 ► 6Ir 5 SPA. I'-0 = 5'-0►I ` 6 6 ► '� 6 SPA.0 I'-0 = 6'-0 t 6 6 16 SPA.O 6 = 8'-0 5 DA I I 6-5d36 (F.F.X6'-I MIN.7'-2 MAX.) 7-5d35 (F.F.X7'-IO MIN.9'-4 MAX.) II. It 15-5d32 ,I-5d33 & I-5d34 (B.F.) >I e FORM LINER FORM LINERPi 3'-0 6 8 SPA.o I'-0 = 8'-0 5 I'-0 4'-0 I'-0 —5012 (E.F.) 4 (MIN.) I ► 1t 8-5d32 & I-5d34 (F.F.) ► —5a13 (E.F.) 3 SPA AT Y 3'-0 6 I'-0 = 3'-0 6 A . Sol (E.F.) =w Sag (E.F.) (MIN.)I ►I 4-5v1 — 4 r —5010 (E.F.) s I'-6; t T-4!, ► A A I 504,505,506,507 5o10 (E.F.) 43'-0 (SEE STAIRWELL TOP 4s2 0 `� r�7 _ t, "' 509 (E.F.) N VIEW FOR PLACEMENT) 4 4 5d34 (E.F.) (MIN.) 22-5s1 =+> D o r ' • % eIllitii_—' A i�l 5d33 (B.F.) —5o8 (E.FJ ~' WEIWill22 5s1 c o u+ _� r Y i` • R>�� A pi = . , . — II i� O i . r Y c a LL co 5vl �L rl I I tO r STD.90° HOOK d STD.90° HOOK as r_ (TYP.) a (TYP.) '� o =ve o – 40 . ,I I ill rIIN � Y 111N0411- pull , . , - III 0 o I.-0 �j li oal' in in 17 ,nire ,,, =1e A Yi STD.90° HOOK STD.90° HOOK 5c8 5b9 r I__ - o (TYP.) (TYP.) 5d38(B.F.) 5c 12III ilr Y . „ TIt; 5d39(F.F.) k DOWEL -c12 MEM Y Vf m • PART STAIRWELL SECTION , w w f cn amaaaaaanani =��o���rm-. ' a.; _ I0 0 ,�, (CUT AT TOE OF TREAD) r .. —A M /MAIM/ r 5c7— Sb9 ''' 5c I II 5d38(B.F.) 5cii S iv 5d39(F.F.) „ Y, ... DOWEL M -- A MM v AMIA 5c6— 5b9 A rn U 5d38(B.F.)5d39(F.F.) 5c 10 5c9 0 3 SPA.O VIEW D—D VIEW C—C DOWEL VIEW B-B I'-1 6 I'-0=3'-O 6 I'-I 4—> Iw 4 Sv3 rl , ► PART STAIRWELL WALL ELEVATION PART STAIRWELL WALL ELEVATION PART STAIRWELL WALL ELEVATION 2 SPA.O I'-0 I'-0=2'-0 I'-0 1,...) 3-5d37 i FYl ' E STD 90° HOOK---N 6 5 SPA.o 1'-0 = 5'-0 6 6 7 SPA.o I'-0 = 7'-0 6 6 9 SPA.0 I'-0 = 9'-0 —" 5 L (TYP) A * I' 4 ► I.1 lI 1 ► 4 -1r '4 6-5b9 (TOP) 1 8-5b9 (TOP) I IO-5b9 (TOP) p T --� ) i 5d37 A. ► > 0 6 10 SPA.0 6 = 5' 0 6 6 14 SPA.0 6 = 7' 0 6 6 18 SPA.0 6 = 9' 0 5-- A in enr > Ir 11-5b9 (BOTT.) 1 1 Mr ► li 15 5b9 (BOTT.) >I nr > IA I9-5b9 (BOTT.) > �`" • o A A 0 ..-in • A Sb9 (TOP) A < <A • • 41 i .4 .44 5b9 (TOP) A T A . I- '' A a it:. o Ig 5b9 (BOT T.) o f A 5b9 (BOTT.) o r A Sb9 (BOT ) in IT.) a a io oZo 0 0 V7 u m ' " m A ' „ m A A Mt O <6 O • t0 , t0 I e6 CD O <tl • I I A Y =.0 0ifl = 0 A • — D O A ° a 5d38 A. n - . — M co dDOWEL N d V A V A V) La 0 g.—5014 wj` A iD " A V VY r A Y A 1 r A • VIEW E—E "' 5c8 (TOP & BOTT.) rn —Sc? (TOP & BOTT.) M - ` 5c6 (TOP & BOTT.) END CLOSURE WALL PART STAIRWELL FOOTING PART STAIRWELL FOOTING PART STAIRWELL FOOTING (VIEW D-D) (VIEW C-C) (VIEW B-B) ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER V.59 11/18/2014Es 8:37:18 AM V81 1DOTBr(dge N:\2014_Pro,jects\114.0213.01\Cadd\52XXXX.brg 52XXXXSV.059 TI��,o Tr.p)tcfg *PENTBLLs *MODELNAME$ ASCALE$HORTs 6 15 SPA.0 I'-0 = 15'-0 5 "B" WALL SECT ION ® 16-5sl (EACH WALL) Itt— I'6 IO \ --r. 5018 (8.F.)— 5017 (F.F.) PREFORMED EXPANSION JOINT FILLER I'-0 —Y-17 i ,m O i) M STD 90° HOOK 5sl Niiill 2.0% ko Sv3 1.---•1 (TYP) —� 5sl r SIDEWALK W ri 4v4 \ 8ie 6-5014 ����� 1111511Y411111111..1�1��a1 6� 5 . N. + ` , rl LI- 4 11- O TOP STEP 5 p p 9 ° DETAIL -� �� TYPICAL STAIR iiiiiIiiiiiiiiiiiiiiiiiiiiiiilliiiniliMilloilliiiii ii 11= MENMININIIII Il 12'-0 n. 2 SPA.0 5 SPA.0 4 SPA.0 iv 6 I'-0=2'-0 I'-0 = 5'-0 I'-0 = 4'-0 6 -5d15(F.F. 4 5d40(F.F.) 5-5d15(F.F.) Sa l6 (B.F.) 5015 (F.F.)I 2 SPA.0 5 SPA.0 4 SPA.0 6 I'-0=2'-0 I'-0 = 5'-0 I'-0 = 4'-0 6 6 . II 5'-08 ►� 5'-0 i *< t 5' IOa )� [ ORNAMENTAL FENCE POST SPACING 7 9d16(B.F.) 4-9d41(B.F.) 5-9d16(B.F.) (TYPICAL EACH STAIRWELL WALL) 3'-10 2'-11i 4'-0 5'-01 6 ► ly 3'-0 3' 0 )I4 5'-0 ►I4 4'-5 rI [ l'-1 ALUMINUM HANDRAIL POST SPACING a EXPANSION JOINT .4 { (MIN.) (TYPICAL EACH SIDE OF STAIRWELL) —5017 (F.F.) (SEE SHEET U.II FOR DETAILS) „� 5015 (F.F.)— 5018 (B.F.) ,., STAIRWELL TOP VIEW 5016 (B.F.) (WALL "B” WALL SECTION C8') A r =ME 4 O m ' o m 17' 0 .1 - I. F.- (.0rc 14'-0 3'-0 " Ln ,1 " Q (14 EQ.TREADS AT l'-0 EACH) t LANDING - ° ' Sol (E.F.) �� 6'-0 9'-11 I'-1 • F I'-0 a , 5.0% )- a IL': 4'-O 5'-10� ann y : MI 0 : ti rn ELEV.706.27 v_ r �� - ) v' T 17-0 ELEV.705.81 A A m a, V- 4 "B" WALL SECTION OS • "' ,1�!�i �.fflimI .. SEE TOP • II (TOP OF WALL ELEV.704.00') A III �il,_�. STEP DETAIL n > ��__�i...-..M r, 63 11 1111.11111I11 a - >_5a14 6 • 5v4 Q , 111111111.1.11111ao in a c+ • Lu o_ .4 5d45 12 11•.1_ „ • m Lzz-5d38 DOWEL 5s 5v2 / ELEV.698.46WELL I■■IMIIMill o r I.5% �,.MM_._■I r III w 4 / n la I[ 8 1 Sot (E.F.) ► C N1 F., • -1 p SNI ;_ , • , ELEV.694.75' A— T f I „ 5c90 PART STAIRWELL WALL ELEVATION NOTE: AREA BETWEEN THE RETAINING WALLS i STAIRWALL WALL "B"BASELINE STA.4222+03.22 AND BELOW THE STAIR TO BE BACKFILLED SECT ION A-A = WALL "B"SIDEWALK WALL BASELINE STA.4122+05.74 WITH UNCOMPACTED GRANULAR BACKFILL. (WALL "B"WALL SECTION ®) (WALL "8" WALL SECTION S®) ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-37151636)--70-52 I SHEET NUMBER V.60 I1/18/2014ES 8:37:43 AMV81_IDOTBridge N:\2014_Projects\114.0213.01\Cadd\52XXXX.brg 52XXXXSV.060 ¶it11,oYo8r.pltcfg *PENTBLLf sMooELNAMEs SSCALESHOR'S 9'-II t .- 6 6 SPA.V 6'-0 6 6" = 3'-0 6 I I SPA.o 6 = 5'-6 5 t Y � 6 10 SPA.0 6 = 5'-0 6 7-5d43 (B.F.)I I< >I [ 12-5d42 (B.F.) ' I[ >I < (8'-2 MIN.8'-II MAX.) II-5d44 (B.F,X5'-8 MIN. MAX.) I I 3 SPA.0 6 5 SPA.0 I'-0 = 5'-0 6 6 1,-0 = 3'-0 I'0 5 SPA.0 I'-0=5'-0 5 FORM LINER FORM LINER Y r >I < . 1<4-5d43 (F.F.)H *1'46 Sd42 (F.F.) < I'-0 4' 0 I' 0 6-5d44 (f.F.)(5' 8 MIN,6'-10 MAX.) (8'-2 MIN.8'-I I MAX.) 3'-0 (MIN.) 3 SPA AT 5020 (E.F.I 6 I'-0 = 3'-0 6 �o 4 5v4 5013 (E.F.) 4'-0i 5'-I01 A _ 5o11 (E.F.) ,•-) < " r -5015,5016,5017,5018 A ' � w 4 4-11 < 3'-O (SEE STAIRWELL TOP 4s2 0 w �, l ! Il �I w '�'_ 509 (E.F.) I (MIN.) VIEW FOR PLACEMENT) 16 5slWill. 16 Ssl tO 1` i • 1 111 -5019 (E.F.) o , - 11110111111116- IIIIII. r STD.90° HOOK Io_ ISTD.90° HOOK ~ O wI ,� , r(TYP.) (TYP.) o_ • • tia a ino Nr ., 2 2 ' - M� •�^ o LL m Iv w 111111111 O A A .mm a_ STD.90° HOOK 0111111 STD.90° HOOK A A ScB 1. 5b9 / - I I I I I I r (TIP.) (TIP.) • "' cJi 5d38(B.F.) PART STAIRWELL SECTION n Sd3DOWEL ScI2 �� -9(F.F.) - 5c12 - ■�1�� - - cr -• r (CUT AT TOE OF TREAD) t A ME 1 1 �t V • 5c13 5b9 yr - A ~ u 5d38(B.F.) 5c9 0 5d39(F.F.) 5c10 - DOWEL tri. 3 SPA.° VIEW C-C VIEW B-B m:-.; -*i1,1 1 - I'-I 6 I'-0=3'-0 6 I'-I PART STAIRWELL WALL ELEVATION PART STAIRWELL WALL ELEVATION• 7 J 4-5v3 ;-4 1 2 SPA.O ^') I'-0 V-0=2'-0 1'-0 �I 3-5d45 —. e 5v3 ?�. 6'-0 10' II r. .. < ► t la. 6 5 SPA.0 I'-0 = 5'-0 6 6 10 SPA.c I'-0 = 10'-0 5 o • r A 6-5b9 (TOP) 1 t > k II-5b9 (TOP) xI [ STD 90 HOOK _ (TYP)� - A 0-A- 6 10 SPA.0 6 = 5'-0 6 6 20 SPA,0 6 = 10'-0 5 5d45 > > > > < < n, 0 < ► < v r II-5b9 (BOTT.) Y I 21-5b9 (BOIT.) • C': w A v u, A A 0 ' -F--�--< < [ ' 4 5b9 / < < ' t t < < < -< ' 5b9 A o ';' 'r' p A (TOP & BOTT.) p (TOP & BOTT.) 12 � F A 0- o o CD A m P r o as 0 .a A L . = 0_ d 0 5d38 T. Y.• >. >i ► o a -0 n a DOWEL ° a °0° A a - U7 Le, N 0 in -5014 g- `° '`° ti i r V . VIEW E-E A A "' END CLOSURE WALL -5c8 (TOP & BOTT.) "-) 5c13 (TOP & BOTT.) PART STAIRWELL FOOTING PART STAIRWELL FOOTING (VIEW C-C) (VIEW B-B) ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES 1 CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER V.61 I *USERS *DATES $FILEtR E$ SPENTBLL$ $MODELNAMEE $SCALESHORTS 11/18/2014 8:38:06 AMV8i_ DOTBriage N:\2014_Projects\114.0213.01\Gadd\52XXXX.brg 52XXXXSV.061 rf1L,DoYor.pltcrg 6 12 SPA.a I'-0 = 12'-05 B"WALL SECTION ' — ` I. ll 13-5s1 (EACH WALL) I'-0 10 Ir ►i• 5024 (B.F.)---___,.6. 4,,_______,----5o23 (F.F.) PREFORMED EXPANSION JOINT FILLER I'-0 r r R {� 0 2.0MI % ;- 5sl - �5v3� r r SIDEWALK J 4s1 T STD 90° HOOK 61I S 'i( 5v5 N r 8e 0�/' (TYP) \ 551 2 \_ 4 6 50,4 ' , , , C .. -. . . -.- r TOP STEP �o , � I'-D DETAIL A / / o TYPICAL STAIR a v 6•- / 12'-0 r v 3 SPA.e • ., : . : . • =II I•i�Emem 6s l'-0`1'-0 = 3'-0 l'-0 r 6 SPA.a I'-0 = 6'-0 } ' 6 14 > I A I-5d231 4-5d46 (F.F.) I I 7-5d23 (F.F.) 5022 (B.F.) . 7 Q (F.F.) 3 SPA.o 5021 (F.F.) : - - 6 . k'-0• r1' 0 = 3'-0' t'-t;� 6 SPA.a l'-0 = 6'-0 r 6 6 I 4'-8I, 4'-8: I 3'-6. 7 I-6d241 4-6d47 (B.F.) I I 7-6d24 (B.F.) 1. a > 1 P r a ORNAMENTAL FENCE POST SPACING (B.F.) (TYPICAL EACH STAIRWELL WALL) 6 I 4'-0 4'-0 4'-5 I'-I 3'-I 0 NO 4'-0 7'-0 3'-10 4 )a >4 rl 1 ALUMINUM HANDRAIL POST SPACING 4 ra P4 >r .a (TYPICAL EACH SIDE OF STAIRWELL) (MIN.) JJ�� (MIN.) STAIRWELL TOP VIEW (SEE SHEET U.I I FOR DETAILS) -5023 (F.F.) 5021 (F.F.)- 5o24 (B.F.) -5o2 (E.F.) in (WALL "B"WALL SECTION II ) V 5o22 (B.F.) —'II 1 co 1 I r Y oA m r r v 'cam 14'-0 a I. o :n / r -501 (E.F.) •1 V ♦ o+ .f 11'-0 3'-0 r- \ moin i' - r a (I I EQ.TREADS AT I'-0 EACH) 14 LANDING a 4 r • E 5�/ ^� r - v a _ • 6'-0 6'-11 I'-I •a tl Y r 1._ a ; a c •r i a vii N ` r :----- -----i r -L..) n • 0 m 3'-41 3'-6a m •ll 11 u� ELEV.707.59 ' Ir A in t -- 91.3 ELEV.707.15 A • A a `^ 4 'B"WALL SECTION II r r a 4• 1 (TOP OF WALL ELEV.705.50') A '^ iii v Lc) - >5014 I 5v5 O1 in d Sot (E.F.)- e c ,,i- 6 W a--5d51 12 _ ;,, 5v2 I i OF STAIRWELL r r ELEV.701.36' Sd38 DOWEL . . 5s i 2.0%� I� ( j A ' r-�--� _tr- '--"+r- _,. ___. YI. 4 • j T • • to ivr 8 14 _.. _Ar- ELEV.697.75' '- 5c 90 PART STAIRWELL WALL ELEVATION NOTE: AREA BETWEEN THE RETAINING WALLS i STAIRWALL WALL "B"BASELINE STA.4222+61.27 AND BELOW THE STAIR TO BE BACKFILLED SECTION A-A = WALL "B"SIDEWALK WALL BASELINE STA.4122+63.79 WITH UNCOMPACTED GRANULAR BACKFILL. (WALL "B" WALL SECTION II ) (WALL "B" WALL SECTION (LI)) ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.62 *USER* 'DATES *FILE* R Ls *PENTBLL$ SMODELNAME$ *SCALESHORTS 11/18/2014 8:38:28 AMV81_IDOTBridge N:\2014_Pro,jects\114.0213.01\Gadd\52XXXX.brg 52XXXX5v.U61 /frlaYor.pItctg 6'-II < IS 5 SPA.c 6 SPA.0 a 6' 0 ► 6 ► I i6" = 2'-6 161 6" = 3'-0 I 4 5 6 100 SPA.o 6 = 5'-0 6 6 5d49 (B.F.) 7 5d48 (B.F.)► ► 1.1 A 4 (6'-8M IN.7'-3MAX.) 1 I II-5d50(B.F.)(5'-0 MIN.6'-2 MAX.) 2 SPA.0 3 SPA.0 FORM LINER FORM LINER 6 ► b. 5 SPA,Q I' 0 = 5' 0 ^4 6 6 1,.. I<'-0=2'-OI 1'-OI< I'-0 = 3'-0}I i 5 4-5d49 (F.F.) 4-5d48 (F.F.) I'-0 4'-0 1'-0 6-5d50(F.F.X5'-0 MIN.6'-2 MAX.) (6'-9MIN.7'-3MAX.) 3 SPA AT l'-0 s. -4 E'-O (MIN.) 3.1 6 I'-O = 3'-0 60 -5026 (E.F.) 4-5v5 I -5013 (E.F.) 3'-4,76.4_____ ____„,.....,__ ,...3-66 r 5011 (E.F.) -So9 (E.F.) 3'-0 -5c21,5°22,So23,So24 4 q ► (SEE STAIRWELL TOP 452 0 �C':lvi — I A —�1 (MIN.) VIEW FOR PLACEMENT) _ aei_� rn 1_� -5o25 (E.F.) "' IIIr 13-5s1 ,M 13-5s1 ' ^^ �1: T �r r �r I `- II v O W - A 5v5 O o 0'8 �1��_ m �.'e l —'L_ r I o __ u, STD.90° HOOK a STD.90° HOOK ' , 11116. f`� , (TYP.) (TYP.) a 'n a - 2 1 Z 'i 2 Nr ��. _ o a Y r Q N �- - pA A v a 0 A A ■lIII STD.90 HOOK STD.90 HOOK . 5c8- 5b9(TYP.) (TYP.) A cJ, 5d38(B.F.) 5cll r - . mi., 5d39(F.F.) - r DOWEL 5cll • '� A PART STAIRWELL SECTION MM. ' MA (CUT AT TOE OF TREAD) (-"/r: Scl4- 5b9 �5c9 9 (..) 5d38(B.F.) • 5d39(F.F.) 5c10 - DOWEL I r.., 1 - -ri C7. 1 VIEW C-C VIEW B-B ....... _y�. PART STAIRWELL WALL ELEVATION PART STAIRWELL WALL ELEVATION ----‹ v 3 ...u1 3 SPA.e r, I'-I 6 I'-0=3'-O 6 I'-I -`('rt 14 ► 4 ► 4 ► -'-•- . 4-5v3 :7 . -'' 2 SPA.E 1'-0 I'-0=2'-0 I'-0 •"'' Cl r ►< g.4 >- 6'-0 7'-l I — 3-5d51 . ► < I 5v3---___....77, 6 5 SPA. I'-0 = 5' 0 6 6s 14 7 SPA.@ l'-0 = 7'-0 5 -1.--, 6-5b9 (TOP) I 8-5b9 (TOP) M STD 90° HOOK 6 IOSPA. 6 = 5'-0 6 6 14 SPA.06 = 7'-0 5 (TYP) �� [ ,. A " C 14 o ...I 4 r^, ) ( I5-5b9 (BUTT.) ) t A oA Y II-5b9 (BOTT.) r 5d51 - o. ► 7- , A A A -A— A A w o v 1 i •C < [ - <- 5b9 < < • <^ < < < < 5b9 °o °, p - A (TOP & BUTT.) p A (TOP & BOTT.) A a ,i', v i0 ~O Z.° O a „ m - „ m . . a A A A N O ot3 O O "A ZD O A i0 0 A A L Y co v a 5d38 ►_ ►. ►t a m A a A DOWEL - vl `r9 N '^ i0 . A t0 N A -5014 r A ; . r A • V I EW E-E M -5c8 (TOP & BOTT.) ') -5c14 (TOP & BUTT.) END CLOSURE WALL PART STAIRWELL FOOTING PART STAIRWELL FOOTING (VIEW C-C) (VIEW B-8) ENGLISH IOWA DOT DESIGN TEAM P-: SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.63 SUSERS SDATES fFiLEs R Lf sPENTBLL$ $MODELNAMES SSCALESHORTS 11/18/2014 8:38:57 AM VB)-1DOTBridge N:\2014_Projects\114.0213.01\Gadd\52XXXX.brg 52XXXXSV.063 (�ED8rOr.pItcfg NON COATED REINFORCING BAR L IST NON COATED BENT BAR DETAILS EPDXY COATED REINFORCING BAR L IST EPDXY COATED REINFORCING BAR L IST RETAINING WALL "B" ALL DIMENSIONS ARE OUT TO OUT D=PIN DIAMETER BAR_ LOCATION SHAPE NO. LENGTH WEIGHT BAR LOCATION SHAPE NO. LENGTH WEIGHT BAR LOCATION SHAPE NO. LENGTH WEIGHT 6b1 FOOTING LONGIT. 60 32'-8 2944 to 3•-7 ini:' 3'-p9dl RETAINING WALL VERTICAL 46 19' 10 3102 50l RETAINING WALL,HORIZONTAL 636 II' 8 7739 6b2 FOOTING LONGIT. 96 25'-8 3701 iO tO I'� I< u' '^ �� �4 5d2 RETAINING WALL VERTICAL — 24 19'-10 496 5o2 RETAINING WALL,HORIZONTAL — 514 7'-8 41105b3 FOOTING LONGIT. 106 25'-8 2838 5d3 RETAINING WALL VERTICAL DOWEL L 70 7'-0 511 5a3 RETAINING WALL,HORIZONTAL 14 8'-4 122 5b4 _ FOOTING LONGI T. — 24 8'-4 209 t?0 `O� 9d4 RETAINING WALL VERTICAL DOWEL L 115 I2'-6 4888 504 RETAINING WALL,HORIZONTAL,DOWEL L 11 6'-9 77 5b5 FOOTING LONGIT. 10 23'-2 242 �N D=4Z in D=3i 9d5 RETAINING WALL VERTICAL — 69 20'-4 4770 505 RETAINING WALL,HORIZONTAL,DOWEL L II 5'-9 66 6b6_ FOOTING LONGIT.STEP L. 96 9'-2 1322 5d6 RETAINING WALL VERTICAL — 36 20'-4 763 506 RETAINING WALL,HORIZONTAL,DOWEL L II 12'-0 138 6b7 FOOTING LONGIT.STEP Z 24 9'-8 348 .I 3'-7 I. .I 3'-0 I. 5d7 RETAINING WALL VERTICAL 24 18' 10 471 507 RETAINING WALL,HORIZONTAL,DOWEL L II 10'-10 124 5b8 FOOTING LONGIT.STEP Z. 106 8'-0 884 1.�7 { 9d8 RETAINING WALL VERTICAL 46 18'-10 2946 5o8 STAIR WALL,HORIZONTAL — 104 6'-0 651 _44 8'-7 394 5b7c9 FOOT1INGOOTING TRANSVERSESVERSE 158 6'-2 1016 6b6, 6b 1 5b8, 5C I I, 5C 12 5d9 RETAINING WALL VERTICAL DOWEL . L 96 6'-6 651 5(39 STAIR WALL,HORIZONTAL 9d10 RETAINING WALL VERTICAL DOWEL L 140 12'-0 5712 5o10 STAIR WALL,HORIZONTAL — 40 6'-B 278 6c2 FOOTING TRANSVERSE 217 II'-B 3803 �10sl 10 4-0-1 5d11 RETAINING WALL VERTICAL — 21 17'-4 380 5011 STAIR WALL,HORIZONTAL —\ 12 5'-9 72 9c3 FOOTING TRANSVERSE — 104 II'-8 4125 9d12 RETAINING WALL VERTICAL — 37 I7'-4 2181 5012 STAIR WALL,HORIZONTAL 4 4'-B 19 8c4 FOOTING TRANSVERSE — 61 II'-8 1900 o D.3; 5d13 RETAINING WALL VERTICAL — 24 15'-10 396 5013 STAIR WALL,HORIZONTAL — 68 5'-8 402 5c5 FOOTING TRANSVERSE — 100 4'-2 435 ' 1 9d14 RETAINING WALL VERTICAL 24 15'-10 1292 5014 STAIR WALL,HORIZONTAL I I 16 13'-10 231 5c6 STAIR FOOTING LONGIT. 14 9'-7 140 N 5dI5 RETAINING WALL VERTICAL — 20 I4'-4 299 5a15 RETAINING WALL,HORIZONTAL L 9 IO'-4 97 5c7 STAIR FOOTING LONGIT. 14 7'-8 1121•_8 9d16 RETAINING WALL VERTICAL — 20 14'-4 975 5016 RETAINING WALL,HORIZONTAL L 9 9'-4 88 5c8 _ STAIR FOOTING LONGIT. — 42 5'-8 248 I< o'{ 5d17 RETAINING WALL VERTICAL DOWEL L 105 6'-0 657 5oI7 RETAINING WALL,HORIZONTAL L 9 8'-4 78 5011 STAIR FOOTING LONGI T.STEP Z 28 8'-6 2488dI8 RETAINING WALL VERTICAL DOWEL L 48 9'-7 1228 5018 RETAINING WALL,HORIZONTAL L 9 7'-4 69 5c12 STAIR FOOTING LONGI T.STEP L. 5 28 9'-6 277 `� V 1 5d19 RETAINING WALL VERTICAL 24 12'-10 321 5a19 RETAINING WALL,HORIZONTAL — 36 9'-7 360 5c13 STAIR FOOTING LONGIT. 14 10'-7 155 8d20 RETAINING WALL VERTICAL 24 12'-10 822 5o20 RETAINING WALL,HORIZONTAL 4 2'-0 8 5c14 STAIR FOOTING LONGIT. 14 7'-7 III 5d21 RETAINING WALL VERTICAL — 24 II'-4 284 5o21 RETAINING WALL,HORIZONTAL L 7 8'-4 61 Sul FOOTING KEY if 62 9'-0 582 8d22 RETAINING WALL VERTICAL 24 II'-4 726 5022 RETAINING WALL,HORIZONTAL L 7 7'-4 54 REINFORCING STEEL - TOTAL (LBS.) 32,484 5d23 RETAINING WALL VERTICAL — 20 9'-10 205 5o23 RETAINING WALL,HORIZONTAL L 8 IO'-4 86 6d24 RETAINING WALL VERTICAL 20 9'-10 295 5024 RETAINING WALL,HORIZONTAL L 8 9'-4 78 6d25 RETAINING WALL VERTICAL DOWEL L 57 6'-9 578 5o25 RETAINING WALL,HORIZONTAL 32 6'-7 220 EPDXY COATED BENT BAR DETAILS 5d26 RETAINING WALL VERTICAL 24 7'-10 196 5a26 RETAINING WALL,HORIZONTAL — 4 3'-3 14 6d27 RETAINING WALL VERTICAL — 24 7'-IO 282 5o27 RETAINING WALL,HORIZONTAL I I 16 13'-IO 231 ALL DIMENSIONS ARE OUT TO OUT D=PIN DIAMETER 5d28 RETAINING WALL VERTICAL 9 5'-IO 55 5a28 RETAINING WALL,HORIZONTAL I I 16 14'-10 248 6d29 RETAINING WALL VERTICAL 9 5'-IO 79 5c9 STAIR FOOTING DOWEL L ren 6' 9 148 o f< 3' 6 1•_g 2'-8's 5d30 RETAINING WALL VERTICAL - 5 9'-10 51 5010 STAIR FOOTING DOWEL L :21 6'-3 137 D=3; D=3, c 9d31 RETAINING WALL VERTICAL 10 9'-10 334 5e1 WALL HORIZONTAL - �2�47 II' 8 E7593 D=3; A is D=3� 5d32 STAIR WALL VERTICAL - 46 9'-10 472 5e2 WALL HORIZONTAL . � �a9 7'-8 4030 7'-6 5028 I 5'-I0 M Nr 5d33 STAIR WALL VERTICAL — 2 10'-0 21 5e3 WALL HORIZONTAL . r`{ i57 8'-4 = 130 s < ► ., 5d34 STAIR WALL VERTICAL 4 IO'-2 42 5e4 WALL HORIZONTALIQ 11'-2 ''116 6'-6 5027 5 a 1 A 5v2 3-,0 _ 5d35 STAIR WALL VERTICAL — 40 VARIES 358 5f1 SIDEWALK WALL VERTICAL ��—7 1880 VARIES 1932 `17 5d36 STAIR WALL VERTICAL — 34 VARIES 235 5f2 SIDEWALK WALL VERTICAL ,L r 72 VARIES 151 5 0 2 7, 5a28 0 P 5g 5 Y 5d37 STAIR WALL VERTICAL 3 6'-9 21 5f3 SIDEWALK WALL VERTICAL :,--,7-47-� !VARIES _5922 v 5d38 STAIR WALL VERTICAL DOWEL L 199 4'-10 1003 5f4 SIDEWALK WALL VERTICAL 7r ARIES 032 T T °'y°'A :J 10 4'-91i 5d39 STAIR WALL VERTICAL DOWEL L 104 4'-4 470 5f5 SIDEWALK WALL VERTICAL -' 72-' ARIES 573 I• •I. ► 5d40 RETAINING WALL VERTICAL 4 8'-9 37 5f6 SIDEWALK WALL VERTICAL .. 72u1ARIES 513 '1' m v, = I'-O 9d41 RETAINING WALL VERTICAL 4 8'-9 119 5f7 SIDEWALK WALL VERTICAL — 72,._5/ARIES 451 ro o o f<��I D.34 5d42 STAIR WALL VERTICAL 36 8'-I 304 5f8 SIDEWALK WALL VERTICAL 72 VARIES 391 D=6 D=42 D=9i +¢ D=3' A N 5d43 STAIR WALL VERTICAL 22 VARIES 196 5f9 SIDEWALK WALL VERTICAL — 72 VARIES 332 ' r " \ ~ q.- _' 5d44 STAIR WALL VERTICAL 34 VARIES 222 5f10 SIDEWALK WALL VERTICAL 27 VARIES 92 5a I I �� 5d45 STAIR WALL VERTICAL 3 6'-4 20 5f11 SIDEWALK WALL VERTICAL 48 VARIES 204 I'-4I I I' OI I I'-7I< 7i r 5d46 RETAINING WALL VERTICAL 4 5'-8 24 Sf12 SIDEWALK WALL VERTICAL DOWEL L 180 7'-O 1314 �I t� ►I I� /ISI 6d47 RETAINING WALL VERTICAL 4 5'-8 34 5f13 SIDEWALK WALL VERTICAL DOWEL L 288 6'-6 1952 S h c 8 6d25 9 d 4, 9 d I 0 4h3 5d48 STAIR WALL VERTICAL — 22 6'-7 151 5f14 SIDEWALK WALL VERTICAL DOWEL L 315 6'-0 1971 t° 'n c "' n' n ,n Ai r- a. ,., 5d49 STAIR WALL VERTICAL 20 VARIES 145 5f15 SIDEWALK WALL VERTICAL DOWEL L 48 5'-10 292 w 4- 4- 4- 4- o v a vv v v 3'-3 to - O ,n CV sr N N N 3'-9 - t i.' I` N N o+ 'n in in in in '^ 'a 'a in in 'n in 5d50 STAIR WALL VERTICAL — 34 VARIES 198 5f16 SIDEWALK WALL VERTICAL DOWEL L 48 VARIES 298 l` sl D 0 0 0 0 0 0 L I. Al 0 0 0 o I o 0 0 oA A A A * • A A A A 5d51 STAIR WALL VERTICAL 3 5'-8 18 5 I SIDEWALK LONGIT. — 14 31'-3 456 u, u, u, u, u, u, u, of Ln LA In NAI u, In Ln 9 0=3; ' A A A A A A A A D.3, A A A AAA W;n 5d52 RETAINING WALL END CAP VERTICAL — 10 9'-2 96 5g2 SIDEWALK LONGIT. — 56 23'-8 1382 O N m N M In W O N m N .&o ' . 5d53 RETAINING WALL END CAP VERTICAL DOWEL L 10 6'-3 65 5g3 SIDEWALK LONGIT. 7 7'-10 57 in in in to v in in v in in to Lc '- - - - T o cv o .n '7 "7 '7 '7 o 3 5g4 SIDEWALK LONGIT. 49 8' 0 409 iv i- Zo v v ZD k 4 in Co to v c 41 rn cr v • r ♦ V .D 3' REINFORCING STEEL - TOTAL (LBS.) 40,197 5g5 SIDEWALK LONGIT. 7 24'-2 176 5g6 SIDEWALK LONGIT. 7 23'-2 169 r r r r q I 7 r r 1 5S 1, 5d3, sl 10 5g7 END WALL / SIDEWALK DOWEL L 20 7'-9 162 t� 5h1 SIDEWALK TRANSVERSE - 294 6'-II 2121 505, 5o7 5a I6, 5(3 18 504, 506, 5a 15, 5a 17 5d9, 5d 17, 5d38, 5d39, 5d53, 5h2 SIDEWALK TRANSVERSE SIDEWALK TRANSVERSE DHOWEL OP , 522294 3'-6 6878 5x22, 5a24, 5c 10, 5h2 5a2I, 5a23, 5c9 5-F 12, 5f 13, 5f 14, 5f 15, 5f 16 5h4 SIDEWALK TRANSVERSE DOWEL L 18 VARIES 135 PILE PLACEMENT QUANT IT I ES 5h5 SIDEWALK TRANSVERSE DOWEL L 17 VARIES 143 ESTIMATED QUANTITIES TOTAL 5h6 SIDEWALK TRANSVERSE DOWEL L 16 VARIES 123 LOCATION PILE TYPE NUMBER LENGTH LENGTH 551 STAIR SLAB TRANSVERSE DOWEL L 102 5'-I 541 ITEM UNIT QUANTITY SECTIONS I & 2 HPI2x84 24 20' 480' 4s2 STAIR SLAB TRANSVERSE DOWEL — 45 3'-B 110 STRUCTURAL CONCRETE (MISC) CU.YD. 814.8 SECTIONS 3 HPIOx57 12 25' 300' 5v1 STAIR SLAB LONGIT. 4 22'-8 95 REINFORCING STEEL LBS. 32,484 SECTIONS 4 & 5 HPIOx57 12 25' 300' 5v2 STAIR SLAB LONGIT. — 12 4'-9 59— EPDXY 9_EPDXY COATED REINFORCING STEEL LBS. 91,860 _ SECTIONS 6 HP10x57 10 30' 300' 5v3 STAIR SLAB LONGIT. 12 I'-10 23 GRANULAR BACKFILL TON 4176 _ CONCRETE PLACEMENT QUANTITIES SECTIONS 7 & 8 HPIOx57 10 30' 300' 5v4 STAIR SLAB LONGI T. — 4 15'-9 66 FOUNDATION TREATMENT MATERIAL TON 50 LOCATION QUANTITY SECTIONS 9 HP10x57 8 35' 280' 5v5 STAIR SLAB LONGIT. 4 I2'-5 52 CLASS 20 EXCAVATION CU.YD. 2793 WALL 329.9 SECTIONS 10 HPIOx57 8 35' 280' REINFORCING STEEL - TOTAL (LBS.) 51,663 PILE,STEEL,HPIOx57 - LF 2440 FOOTING 429.0 SECTIONS II & 12 HPIOx57 8 35' 280' PILE,STEEL,HPI2x84 LF 480 STAIR 55.9 SECTIONS 13 HPIOx57 8 40' 320' TOTAL (CU.YD.) 814.8 SECTIONS 14 HPIOx57 2 40' 80' ENGLISH IOWA DOT I DESIGN TEAM cJ SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.64 SUSERS SDATES *FILE* R LS SPENTBLLS SMODELNAMES SSCALESHORTS 11/18/2014 8:39:26 AMV81_1DOJBridge N:\2014_ProJects\114.0213.01\Cadd\52XXXX.brg 52XXXXSV.064 Ii�.DoYor.pItcrg BENCH MARK NO.BM#1/CP#15 FIRST AVENUE STA.26+15.67,26.64'RT e" REBAR W/CAP 9175,ELEV.918.678 N.606127.504 E.2186476.576 RETAINING WALL "C"- STA. C"- STA.4318+96.00 705 RETAINING WALL "C" - -RETAINING WALL "C" RETAINING WALL "C" - RETAINING WALL "C"- 70[ STA.4318+12.00 STA.4318+24.00 STA.4318+84.00 STA.4319+20.00J -RETAINING WALL "C" BEGIN RETAINING WALL "C"STA.4318+00.00- TOP OF WALL STA.4319+26.00 EXISTING GROUND 700 ELEV.693.00 RETAINING WALL "C" TOP OF WALL TOP OF WALL LINE 700 = FIRST AVENUE STA.18+00.00;36.50 RT TOP OF WALL. STA.4316+72.00 ELEV.694.50 ELEV.695.O& - TOP OF WALL 695 TOP OF WALL ELEV.694.00 -- - - LEV.694.00 - - - - 695 EXISTING GROUND ELEV.693.507,-. - - - - - - • LINE - - -- -`� r -v___-_- _'�' r • . .7\-___ - - - ------ �r - TOP OF WALL 690 ------ ------------------------ -�_ ... ELEV.69100 690 685 T - - __ - - ---------_-_____ END RETAINING WALL "C"STA.4319+31.37 685 � � - � I = FIRST AVENUE STA. 19+19.60;50.72 RT 680 PROPOSED GRADE TOP OF FTG. TOP OF FTG. 680 (NEAR SIDE) ELEV.689.00 ELEV.687.00 TOP OF FIG. PROPOSED GRADE 675 ELEV.685.00 (STREET SIDE) 675 EXPANSION JOINT WALL BEND RETAINING WALL "C" ELEVATION RETAIINI1NGIW3LL "C" = FIRST AVENUE STA. 19+06.30;36.50 RT 0 o LOCATION • • 0 0 RETAINING WALL "C" 0 0 EAST OF FIRST AVENUE + + T-79N R-6W r_3 CO CP SECTION 13 & 14 ` -- - - SCOTT TOWNSHIP - C' PART OF CITY OF IOWA CITY _, -11 w1 JOHNSON COUNTY f'1 ti I MALL DRIVE = P.G.L. 1UTILITIES LEGEND:• -<i-__ -z, ill I, FIBER OPTIC TELEPHONE C (D) - - -- - .,. FIBER OPTIC TELEPHONE FO (0) ---- FIRST AVENUE = P.G.L. MID AMERICAN ENERGY ELECTRIC E (0) - (I1 MID AMERICAN ENERGY GAS 3"G (DO RETAINING WALL "C" f IOWA CITY WATER DISTRIBUTION 8" W (DO STA.4319+11.37 IOWA CITY WASTEWATER 2" S (D) 0 = FIRST AVENUE STA. 194-06.30;36.50 RT IOWA CITY WASTEWATER 21" S (D) RETAINING WALL "C" IOWA CITY WASTEWATER 72" S (D) PI STA.4318+55.78 0• III MID AMERICAN HIGH VOLTAGE OE (D) 0 L = 7° 58' 17.82" (LT) 0 D = 7° 09'27.00" 0 RADIAL LINE T = 55.7772• + 3- 0 L = 111.3743 al TRAFFIC ESTIMATE R = 800.5000 r 0 E = 1.9409 1 r1 k ,' Q + � � PC STA.4318+00.00 flo 2012 AADT 13,700 V.P.D. I 4 PT STA.4319+11.37 / yam- 2030 AADT 17,500 V.P.D. BASE LINE J r "m TRUCKS 2 OO + l RETAINING WALL "C" o ------------------- - iir --- � - -- - 218+0 --- �� _ -_-� �" `� 0 - r PULL BOX \'., W W PERMANENT 1 EASEMENT (TYP.) BEGIN RETAINING WALL "C"STA.4318+00.00 \ Nyt = FIRST AVENUE STA. 18+00.00;36.50 RT 76" END RETAINING WALL "C" STA.4319+31.37 ' ir = FIRST AVENUE STA. 19+19.60;50.72 RT i SITUATION PLAN 0 ENGLISH 20 SCALE IN FEET ENGLISH IOWA DOT I DESIGN TEAM `J SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER V.65 EUSERE $DATE$ SFILEE SPLTORVLS SPENTBLLS SMODELNAMES ESCALESHORTS 0 O O 0 0 ' 0 K; O N ti 00' + N r`l + + + + 0n + T co co m m °i M rn rn Irl Q f'1 V .4 c> vr.i. VI U) V)I- N ~ N F- I- I- VI N 700 C.Jt C.Jt C.Ji- C.Jt C.Jt C.Jt E.Jt C.Jt C.Jt C.Jt F C.Jt�C.Jt 700 1 12'-0 u 12'-O [12'-0 1 12'-0 12'-0 11 12'-0 1 12'-0 I(12'-0 [12.-O f 12'-0 16'-o /5'- 4 T LEGEND 695 t 1f ►• " • ►•• " ►. " " IF ill 695 C.Jt = CONTRACTION JOINT 690I-0-1 0 0 0 0 0 O O O i. ® 0 690 E.Jt = EXPANSION JOINT 685 ' 685 680 I. \_WALL BEND 680 2'-IO7E,— STA.4319+11.37 62o5'-6 205'-6 2a5'-6 205'-6 205'-6 2o5'-6 205'-6 205'-6 205'-6 8'-1,965'-0 4'-4,'6 6 ORNAMENTAL FENCE-->-1i v. 4) ) 4 4 1 ► .4-141(-1� 4-1 � 4 > ►k s i----s 4 •I• POST SPACING 11'-0 II'-O II'-0 IV-O II'-0 II'-0 II'-0 II'-0 II'-0 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 • —>Nt— —14.4— —1414— L—►«— — — —►fit— ► 4 —144— 6 Z 1' I I'-0 GRADE 5 A VP. (5). FORM VARIES tO LINER RETAINING WALL "C" is 1 A NOTE: FOR WALL ELEVATIONS SEEX 11A1=1�MpX.I SITUATION PLAN SHEET V.24 *5 HORIZ.EA.FACE SEE SHEET V.__ FOR Z SPACING I I'-o i *5 AT 12"O.C.VERT ' t 07 AT 12" O.C. GRADE FORM VARIES tOVERT r-....5 LINER V .'_� ( • c_n (a q:1 lMpx 1 ♦ . . o 7 'l ancG iN tt5 HORIZ.EA.FACE I o �� i I' 0 Z SEE SHEET V.__ FOR �r GRADE SPACING III IIv� o �:r'-� FORM W• .az‘ w. LINER VARIES v *5 AT 12"O.C.VERT +e—o5 AT 12"0.C. a m ``r� 7 i Ir ♦ I• • VERT a • > w g7-0"X.l A I u7 DWLS AT a *5 HORIZ.EA.FACE I tM SEE SHEET V.__ FOR A 1 cG W o 12" O.C. > Ln I I. • — ti • • A SPACING I v • a �' a tt5 AT 12" 0.C.VERT- 00—*5 AT 12"O.C. *5 DWLS AT 12"O.C. -2 O CLS AT > tt5 OWLS AT 12" O.C. VERT o SIDEWALK • • ¢ SIDEWALK .p A SIDEWALK A • a ELEV.VARIES�111�11111I > 0 ELEV.VARIES I ELEV.VARIES "I N Z • • ¢ I . 111111111 • • N a T II -11111 N a T "' ? Ln Z J N Z J • • W > w I w N Z > NZ a cO 05 AT 12" O.C. i 05 AT 12" O.C. a t *5 AT 12"O.C. > - �> .o > .. �_ • • v _ >.- I• a - V r �— a • V V • • A A 2X8 BEVELED 2X8 BEVELED J 2X8 BEVELED M KEYWAY M KEYWAY o M KEYWAY 0 N N N • • ■ • `�' a • •• • a I� • • • a a • • a 1111 A V I STD 90° *5 AT 12"O.C. STD 90° tt5 AT 12"O.C. P `` STD 90° *7 AT 12"O.C. 0PI HOOK (TYP.) rn HOOK (TYP.) tt5 AT 12" O.C. HOOK (TYP.) *5 AT 12'O.C. *5 AT 12"O.C.J 114 I'-3 I'-O 2'-3 2'-3 I'-0 2'-3 7'-3 1'-0 2'-3 4'-6 5'-6 10'-6 SECTION A-A SECTION B-B SECTION C-C WALL "C' WALL "C` WALL "C" STA. 4318+00.00 TO STA.4318+24.00 STA.4318+24.00 TO STA.4318+72.00 STA.4318+72.00 TO STA.4319+31.37 ENGLISH I IOWA DOT I DESIGN TEAM (;:t SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 SHEET NUMBER V.66 *USERS •PATE• *FILE* TDRyLs $'i'41G.Ls SMODELNAMES $SCALESHORT* 11/18/2014 9:26:07 AMV81_IDOTBridge N:A2014_Projects\114.0213.01\OaccA)2XXXX.brg 52XXXXSv.066 ¶PIVI..o�cr.pitcfg STA.= 4318+00.00 STA.= 4318+24.00 12'-0 12'-0 I s'...r 6 6 6 II SPA.AT I'-0 = II'-0 > • 4 II SPA.AT I'-0 = 11'-0 6 > 14 12-5d1 (E.F.) s 12 5d2 (E.F.) 2_61 6 (DOWELS) 2•_6 (DOWELS) Is > > 4 k > I (MIN.) M n I (MIN.) -501 (E.F.) 5132 (E.F.)— r 501 (E.F.)— 502 (E.F.)— r r r A r w A A t0_ r r — - r r O ,i Ap 0 v • r 1 Q 4) r d .c o ain0. ii , c vai o V r r T r a.oul c in A O A .+1 ^ ,. N A - A 'l`� N :1 O 5c 5b — 5b1 — 5c1 N 5-5b6 (TOP & BOTT.) / I 5c2 N SEE STEP DETAIL -- SHEET V.72 I CT; a PART WALL ELEVATION - "C" 1 - ,-n (SECTIONSlO&Q2 ) w I - ( gl x --ri l ,,--1 I CM 37, 24 SPA.AT I'-0 = 24'-0 > 43 MEASURED ALONG 25-5c1 TOP AND BOTTOM (PLACED RADIALLY) BASE LINE Xi Xi m -4 o .0 O .D rn —5b1 (TOP & BOTT.) BASE LINE— m a W V . _ r .1 . r 1 T r 1 w NOTE: rI. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING L r A__ --I- A WALL BASE LINE,UNLESS NOTED OTHERWISE. n I 5c — 3'-0 o • (TOP & BOTT.) MIN.LAP 5b1 — z W i o xi o I (TOP & BOTT.) m o z o o O W J N ' I i ' x 1+ n O rn i 1IQ PART FOOTING PLAN - "C" I',7, (SECTIONSlO&02 ) (BARS FROM LOWER FOOTING NOT SHOWN ) LEGEND B.F.= BACK FACE F.F.= FRONT FACE E.F.= EACH FACE ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.67 I *USER* *DATE* *FILES LL RL3 *PENTBs *MODEL NAMES •SCALESHORT• 11/18/2014 8:40:39 AMV8t_IDOTBridge N:\2014_Projects\114.0213.01\Cadd\52XXXX.brg �zXXXXSv.Lb/ r..j,ILDYor.pItcfg STA.= 4318+24.00 STA.= 4318+72.00 I I I I4--EXPANSION JOINT IA 12'-0 12'-0 12'-0 12'-0 i 6 6 6 6 6 6 6 I I I SPA.AT I'-0 = I I'0 ►'II • -4 I I SPA.AT I'-0 = I I'-0 ► • i I I SPA.AT I'-0 = 11'-0 • : I I SPA.AT I'-0 = I1'-0 I 6 I 12-5d3 (E.F.) I j 12-5d3 (E.F.) ► I 12-5d3 (E.F.) I2-5d3 (E.F.) ► w 2'-6 v —501 (E.F.) k 2 6 ► —Sol (E.F.) i 2 6 . —Sal (E.F.) fr 2'-6 6 r —Sal (E.F.) "' (MIN.) I —5a2 (E.F.) I (MIN.) —5a2 (ES.) I (MIN.) —5a2 (E.F.) I (MIN.) —5a2 (E.F.) I r o Y r rr • r r r vv r • r r r 0 ''' LL.'3 - i ti 0 0 `n r r v • r r r a o6 _ a c r • v • • • o �A t , . . - I A i i ti • r ' [ V • 5-5b6 2'-0 I (TOP & BOTT.) 5c2 5b2— 5d12 (E.F.) 5b2— / 5c2 DOWEL SEE STEP DETAIL J I 6-5b6 I uJ SHEET V.72 L.L. i• (TOP & BOTT.) J x . I , UI CI a Q PART WALL ELEVATION - "C" (SECTIONS O3 ) C.,:-) Cr/ r ( ^ 441 rs 6 G7 ► • 49 SPA.AT I'-0 = 49'-0 ► 1-6 MEASURED ALONG ""�`9 50-5c2 TOP AND BOTTOM (PLACED RADIALLY) BASE LINE C")"'c. I $ �' ---E C.) �.O a Co -4 'r11 E 1 o Iorn `f�i —5b2 (TOP & BOTT.) BASE LINE— o ca —5b2 (TOP & BOTT.) `� 'T A r--- - -- r C./1 7 r r N a d v T , A4 N • r _y_____,L - -. A r in m 5c2- 3'-0 z 18 (TOP & BOTT.) • xi x oz I8 J N o MIN.LAP O – .' I U CO - U CO N O ' IQ Q Iin Q IQ Q I'N Ir N PART FOOTING PLAN - "C" LEGEND NOTE: (SECTIONS (3)) B.F.= BACK FACE I. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING F.F.= FRONT FACE WALL BASE LINE,UNLESS NOTED OTHERWISE. (BARS FROM LOWER FOOTING NOT SHOWN ) E.F.= EACH FACE ENGLISH IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.68 $'ENTBLL$ SMODELNAMEs ssca_EsHoRT$ slur%Rr8/2014 s 8:4 1:IS AMVBi�L]D018ridge N:\20 I4_Projects\114.0`213.01\Caad\52XXXX.brg 52XXXXSV.068 ,f'bIL°cYos.pItcfg STA.. 4318+72.00 STA.= 4318+96.00 STA.= 4318+96.00 STA.= 4319+20.00 ' ' 12'-0 SEE PART PLAN WALL C I 0 12'-0 I_ EXPANSION JOINT ►< 12'- v < >I , 6 FOR SPACING 6 6 I. 6 I I SPA.AT NO = I I'-O i 6 II SPA.AT I'-0 = I I'-0 ► *4 I I SPA.AT I'-0 = I V-0 6 ► WALL ► STA.4319+11.37 r» < s < A It L. 2._6 `I 12-7d8 (B.F.), 12-5d9 (F.F.) ►I BEND Ii 6 12 7d4 (B.F.), 12 5d5 (F.F.) 12-7d6 (B.F.), 12 5d7 (F.F.) 2' 6 I I" wI 2'-6 r----. (MIN.) 501 (E.F.)— (MIN.) —503 (F.F.) (MIN.) r Sot (E.F.) (MIN.) ' ,, —5a2 (E.F.) 502 (E.F.)— 504 (B.F.) 5o2 (E.F.)— 14(MIN.) —Sol (E.F.) 502 (E.FJ I Y I A 501 (E.F.)— r A A till- :- W� r -- T A �+ r r r r r _, r o o -- r -- _Y 4 � ? (CI r _� r b+ o+ r • r b m 4 �� a: -- — -- o �� L: r � r O w O O L Y r r O 'i' O 0 0 S to -- _ , a, - a p in ., — p Nv — r vai vai r r r r V) o m r — at - r r ' r r L_ OA �A - A i M Oi n OA MA I. A A• .^ . MA o N , 6-5b6 5c3— , 5d13 (B.F.)--/ 5b3 5c3— `)!) 5b3— 5b5— 5b4 C (TOP & BOTT.) I 7c4 5b3 I I 7c4J 7d13 (B.F.) i Shc2 (F.F.) u5d12 (F.F.) z I DOWEL ? I I DOWEL J i - ,;'. D SEE STEP DETAIL PART WALL ELEVATION - "C" _ PART WALL ELEVATION - "C" :�"—.i ` �"�' SHEET V.72 = I `) I I I n....` I aLI (SECTIONS 0&O) (SECTIONS & ) w -4 1fl [n - rte^^1 C) . >~ ,.w STA.. 4319+20.00 STA.= 4319+31.37 Iwt 6' 0 5' 4,r6 6 I 1 5 SP.AT I'-0 = 5'-0 0 ►I 1< '6-7d4 (B.F.),6-5d5 (F.F.) oN 2-6 6 ► 3 I , + (MI IN.) I505 FIE, r 5 EQ.SPA.= 4'-1076 9 y3 v (E.F.) (E.F.) 2'-6 r 6 7d10 (B.F.),6 5dl l (F.F.) i9,/ d A r _ (MIN.) I ' 3 - �� RADIAL LINE �^ to —502 (E.F.) r 8 71 r V _ . I - A < ►4 MEASURED ALONG BASELINE o 7 SPA.AT l'-0 = 7'-0 _ 6 r Y /—BASE LINE m A 8-7d8 (B.F.),8-5d9 (F.F.) fl Y r ti 0 0 A �� LL s�q pW 5d9 ,n Y Y o w o ,� Y 9 . \ o r = ,p oo ° 0. Y Y r A a m ° hQ �aai a) r r —iv— ,...: 4>e +36 7d8 5o3 (F.F.) \_5a4 (B.F.) 502 (E.F.)— I A ni —502 W W I a YS r A idlir '^I '^ BASE LINE I I Sc3 Yy/ 5b4 I I - b 5a2 (E.F.) 7c4 � — _ 5d12 (F.F.)V I d13 (B.F.) 5o6 (E.F.)— 71I PART WALL PLAN - "C" 5 = I DOWEL o (SECTIONS 07 ) '4I ? 1 PART WALL ELEVATION - "C" LEGEND (SECTIONS Of.09 ) B.F.= BACK FACE F.F.= FRONT FACE E.F.= EACH FACE ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.69 *USERS *DATE* *FILE* $ N-3L_$ SMODELNAME* $SCALESHORT• 11/18/2014 10:32:08 AW81_1DOTBridge N:\2014_Projects\114.0213.01\Gadd\52XXXX.brg 52XXXXSU.069 VhITIV.p ltcfg 4/ %/. H/ 4 SPA.AT / 3 ► 39 SPA.AT I'-0 = 39'-0 � I'-O = 4'-0 r----MEASURED ALONG 40-5c3 (TOP) BASE LINE 40-7c4 (BOTT.) / (PLACED RADIALLY) / / 5c7 (TOP) /- 7c8 (BOT T.) ,) 5b3 (TOP & BOTT.)— m i al 5c5 !TOP) / (VARIES 39' II TO 43'-6) BASE LINE— o W 7c6 (BOTT.) M ' (VARIES 2' O TO 9' 3) / /;oy ' A ► 9qp c A ■�■■■■ ■moi■ i► 5c9 (TOP) o . Mill (7vcAIROIE(SE1027.4) To 9,-G) Ifl _ Y 1.11 — V' O . II all i MERE °''-.'..1 --..r.-11- '1:- \\'':/..9 `A T -� ��r ��. A ■IIMIIMEI _■■ I 00r. '0BASE LINE 61 5c3 (TOP)—z(0 7c4 (BOTT.) z co Xj ♦ FI Fr2 co (' 5b5 (TOP & BOTT.) 1'42 o (MIN.LAP = 3'-0) r♦ ,♦♦♦♦♦♦♦♦♦♦rr ♦♦♦..♦♦♦♦♦♦,,♦ 3 IN MEASURED ALONG BASE LINE 5b4 (TOP & BOTT.) \��♦.♦..♦♦♦,,♦♦ (VARIES 18'-11 - 23'-0) � �♦♦.♦♦,,,♦♦♦♦♦. '') 5c3 (TOP) ��♦♦♦ 7c4 (BOT T.) ♦�♦♦..♦♦♦ ♦ \ o �o PART FOOTING PLAN - "C" 4,4,, (SECTIONS 00000©&O9 ) p , op�F "\• y (BARS FROM LOWER FOOTING NOT SHOWN ) (t. /0\ i NOTE• /.'\V" • I. ALL LONGITUDINAL DIMENSIONS ARE MEASURED ON RETAINING WALL BASE LINE,UNLESS NOTED OTHERWISE. LEGEND B.F.= BACK FACE F.F.= FRONT FACE E.F.= EACH FACE ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.70 *USERS !DATE* *FILE* DR LS SPENTBLL* $MOC: NAMES SSCALESHORT$ 11/18/2014 10:33:13 A148i-EDOTBr)dge N:\2014_Pro,jects\114.0213.01\Gadd\52XXXX.brg 52XXXXSV.070 &111oYor.pitcig BENT BAR DETAILS REINFORCING BAR LIST 2'-25 8'-4 RETAINING WALL "C" i){ 3'-0 7 ,,, 4\ 5 a 3 BAR LOCATION SHAPE NO. LENGTH WEIGHT 501 RETAINING WALL,HORIZONTAL — 73 II'-8 888 0 5a2 RETAINING WALL,HORIZONTAL 84 5'-0 438 iv 0=33 c�AD=3' 5a3 RETAINING WALL,HORIZONTAL /— II IV-5 131 • , �'• 5a4 RETAINING WALL,HORIZONTAL /— II 1V-I 127 A >I 3'-0 I< 5o5 RETAINING WALL,HORIZONTAL 10 5'-8 59 506 RETAINING WALL,HORIZONTAL 9 5'-0 47 5b6I2'-Ota 8'-2 5bI FOOTING LONGI T. 20 13'-8 285 �� 5a4 5b2 FOOTING LONGI T. 24 26'-6 663 ti5b3 FOOTING LONGIT. — 22 VARIES 957 15b4 FOOTING LONGIT. — 22 VARIES 481 'err f 5b5 FOOTING LONGI T. /— 22 6'-4 145 �, N _ II 5b6 FOOTING LONGIT.STEP Z_ 22 8'-0 184 InV � SdI, A A A 5dA 5cl FOOTING TRANSVERSE 50 4'-2 217 , 2 2i5 Y-2 5c2 FOOTING TRANSVERSE 100 5'-2 539 _ 7 'T5d12 0 7 d 13 '1.4 5c3 FOOTING TRANSVERSE — 59 10'-2 626 i;, Z o iil 61 3 ti 5 b 5 7c4 FOOTING TRANSVERSE 59 10'-2 1226 0.3. D.54 y 5c5 FOOTING TRANSVERSE 4 VARIES 23 w 1/ " " „mowV 3 7c6 FOOTING TRANSVERSE 4 VARIES 46 D=3. >I 10 I 5c7 FOOTING TRANSVERSE I 11'411 II l'-2 >I I� N 7c8 FOOTING TRANSVERSE - I II't1"_� 22 ALL DIMENSIONS ARE OUT TO OUT DrPIN DIAMETER 5c9 FOOTING TRANSVERSE -A VARIX 25, �, 7c10 FOOTING TRANSVERSE - . 4, VARI 48 ! , CONCRETE PLACEMENT QUANTITIES -L _ti 5d1 RETAINING WALL VERTICAL DOWEL 4 :6'-5i 161 LOCATION QUANTITY 5d2 RETAINING WALL VERTICAL DOWEL L 124„I'-ILO 173 - WALL 40.0 5d3 RETAINING WALL VERTICAL 'SO'....V-10 684 „ '; FOOTING 77.8 7d4 RETAINING WALL VERTICAL — 79- -r$'-10:"! 325 ' ' ' 5d5 RETAINING WALL VERTICAL 18 8'-10' 166 TOTAL (CU.YD.) 117.8 7d6 RETAINING WALL VERTICAL — 12 :: 9'-4 229 ESTIMATED QUANTITIES 5d7 RETAINING WALL VERTICAL 12 9-'4 ��117 7d8 RETAINING WALL VERTICAL — 24 9'-10 1482 ITEM UNIT QUANTITY 5d9 RETAINING WALL VERTICAL — 24 9'-IO 246 STRUCTURAL CONCRETE (MISC) CU.YD. 117.8 7d10 RETAINING WALL VERTICAL 6 7'-10 96 REINFORCING STEEL LBS. 11,445 5d11 RETAINING WALL VERTICAL 6 7'-10 49 GRANULAR BACKFILL TON 771 5d12 RETAINING WALL VERTICAL DOWEL L 156 4'-9 773 FOUNDATION TREATMENT MATERIAL TON 467 7dI3 RETAINING WALL VERTICAL DOWEL _L 60 6'-2 756 CLASS 20 EXCAVATION CU.YD. 894 REINFORCING STEEL - TOTAL (LBS.) 11,445 ENGLISH IOWA DOT DESIGN TEAM gl- SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY PROJECT NUMBER STP-U-3715(636)--70-52 I SHEET NUMBER V.71 sUSER* *DATE* *FILES R Li SPENTBLLS SMODELNAMES ESCALESHORTS 11/18/2014 8:43:04 AM V8i_IDOTBridge N:\2014_Projects\114.0213.01\Gadd\52XXXX.brg 52XXXXSV.071 xM�.DoIor.pItcfg SEE WALL ELEVATION FOR LOCATION OF STEP DOWN GALVANIZED R 14"x9" 9 i MIN.LAP (LENGTH AS NECESSARY a"EPDXY ANCHORS DIAMETER 3" CLR. AT EXPANSION JOINT) • A6CENTRSSPACED SPLICE TYP. z 0 ji jr 4111111111111111111111 IT �_ U jrI- > 0 W o CONST.JT. 3"CLR. "' o: (TYPICAL) "'III CLOSED CELL FOAM '>II< a LW' BACKER T00 WITH (TYP) N,0 TYP. CONSTRUCTION JOINT DETAILJOINT SEALER REINF.SAME SIZE "'V AND NUMBER AS MIN.LAP A TYPICAL EXPANSION JOINT DETAIL CONT.HORIZ.RE INF. _SPLICE TYP. NOTE:THE JOINT SEALER SHALL BE LIGHT GRAY NONSAG LATEX CAULKING SEALER MARKETED FOR OUTDOOR USE.NO TESTING OR CERTIFICATION IS REQUIRED. TYPICAL FOOTING STEP-DOWN ALL COSTS ASSOCIATED WITH THE INSTALLATION OF THE BACKER RODS,JOINT SEALER,GALVANIZED STEEL PLATE AND EPDXY ANCHORS AT EACH EXPANSION JOINT SHALL BE CONSIDERED INCIDENTAL TO THE BID ITEM "GRANULAR BACKFILL". 6", CORRUGATED METAL PIPE OUTLET,OR 4",OUTLET WITH AN APPROPRIATE COUPLER. IF METAL PIPE IS USED,THE PIPES SHOULD BE COUPLED IN ONE OF THE TWO FOLLOWING WAYS. I.USE AN INSIDE FIT REDUCER COUPLER (COUPLER MUST BE INSERTED A MINIMUM OF 1'-0 INTO CMP). 2. INSERT I'-O OF THE 4", SUBDRAIN INTO THE 6", METAL0 TOPSOIL 2' 0 COMPACTED OUTLET PIPE,THEN FULLY SEAL THE ENTIRE OPENING WITH GROUT. COHESIVE SOIL COVER MIN.(TYP.) REMOVABLE RODENT GUARD. z a A.\ (MAXI PROPOSED DITCH SEE MATERIALS I.M.443.01 v 4", PERFORATED Y ' SUBDRAIN (POLYETHYLENE CORRUGATED TUBING ). T-- X11111. 11111 „ dillIMIIIIMININIL -0 • ENGINEERING i Anut. .,",, FABRIC 6'-0 ~=� ����� NOTE:POROUS BACKFILL SHALL , o°°o °o 0,,,V0 '"`.:-•=�t�' BE PAID FOR AS "GRANULAR BACKFILL.” 0000 o 0 ° // `� 00o GRANULAR BACK FILL TYPICAL SECTION OF RIP RAP J ' ' °° (IA-DOT 4134) o 5' 0 x 5'-O p p 0 o PAY SL 2O' FOR SUBDRAIN OUTLET 00 WRAPPED IN FILTER FABRICOo° 0 0� x I'-6 LIMITS OF POROUS °o o (IA DOT 4196.01 B 2) o o °/ CLASS 20'EXCAVATION Z.2 MIN. BACKFILL (IA DOT 4131) �b°o 0 0 OpO, o' 000 •••/ 0 o Qg DRILLED HOLES •I Ia PIN • °000° ° ° &�°a°o°o °� b ii FOR ATTACHMENT °o°°0 00$ ° o o° / �. c:-...) �• /!�• NOTE: 0 00 0 \\\,11\ • f.�.�.,�.,� SUBDRAIN OUTLET IS AT STA.XX WITH AN 000 0C)" r ! ►��• ` � ELEVATION OF XX. SUBDRAIN LENGTH IS XX FT. °o0 00� o 00 • /2 m,IC) 2iD TOP VIEW FRONT VIEW . 0 0 000g0 000 04P0°off 0 •/I .._,'i" it....v, i g S o°�0 0 0 00 / NOTE:CO;•APACTION_Or GRANULAR REMOVABLE RODENT GUARD DETAILS zoo 0 0°. 8 0 ° 0 0 0 BACKFILL BY FLOODING IS NOT ALLOWE). OUTLET DETAILS A =1111=1111=1111=111 10 1 0 8-0 0 ° -. a� ° 00 p0 A•••0 0 0 00/ FILTER FABRIC LIMITS SUBDRAIN NOTES: 3'-0 r . 00 0 0 • 0 • 3'0 0 AFTER THE RETAINING WALL HAS BEEN CONSTRUCTED AND PRIOR TO PLACING OF GRANULAR BACKFILL THE EXCAVATION SHALL Lo z r r�°a o ~/ BE WRAPPED IN FILTER FABRIC IN ACCORDANCE WITH THE DETAILS SHOWN. THE FABRIC IS INTENDED TO BE INSTALLED AS ^, M • - . ••i 0°,0) ° 00° A z o SHOWN IN THE DETAIL AND EXTENDED VERTICALLY UP THE RETAINING WALL STEM TO A HEIGHT THAT WILL BE APPROXIMATELY ° I \ o I TO 2 FOOT HIGHER THAN THE TOP OF THE LIMITS OF POROUS BACKFILL. THE STRIPS OF THE FABRIC PLACED SHALL OVERLAP ", SUBDRAIN* 0 0 8 PAY LIMITS FOR �' a N APPROXIMATELY I FOOT AND SHALL BE PINNED IN PLACE. THE FABRIC SHALL BE ATTACHED TO THE RETAINING WALL STEM BY o o GRANULAR BACKFILL N >I ,) a- USING LATH FOLDED IN THE FABRIC AND SECURED TO THE CONCRETE WITH SHALLOW CONCRETE NAILS. o o °� X r • . _— O00 0 J c1 w w WHEN THE FABRIC IS IN PLACE,THE SUBDRAIN SHALL BE INSTALLED DIRECTLY ON THE NA 0 °00I z 1-_,./) FABRIC AT THE BACK OF THE RETAINING WALL STEM. ; VD VO 0 (� Q' Q_ o 1 0 z OO O a ,w- THE w- THE SUBDRAIN SHALL SLOPE DOWNWARD A MINIMUM OF 2% FROM THE HIGH END OF THE o o °o 0 00 0 0 a r -I RETAINING WALL. r - - - - - - - - - - - - - o it M 2/3 D 1 W 2/3 D "-.~ RETAINING WALL "A" SUBDRAIN SHALL OUTLET THROUGH A PIPE PENETRATION AND JOIN THE PVC DRAIN AT APPROXIMATELY r ••• V FIRST AVENUE STA. 19+20. PAY LIMITS FOR FOUNDATION FOUNDATION TREATMENT MATERIAL TREATMENT MATERIAL (IA DOT 4120.04 - CLASS A CRUSHED STONE) RETAINING WALL "B" SUBDRAIN SHALL OUTLET THROUGH A PIPE PENETRATION AND JOIN THE PVD DRAIN AT APPROXIMATELY FIRST AVENUE STA.20+75. NOTE: LL OSTS ASSOCIATED BE CONSIDERED yINC1IDENTALTHE FITOLTER FABRIC SHALL TYPICAL SECTION ALL COSTS ASSOCIATED WITH THE SUBDRAIN SHALL BE CONSIDERED INCIDENTAL TO THE THE BID ITEM "GRANULAR BACKFILL." SHOWING EXCAVATION AND BACKFILL LIMITS BID ITEM "STRUCTURAL CONCRETE (MISC.)" (FOUNDATION TREATMENT MATERIAL ONLY REQUIRED FOR RETAINING WALLS ON SPREAD FOOTINGS) ENGLISH IOWA DOT DESIGN TEAM -_' SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-37151636)--70-52 I SHEET NUMBER V.72 �u�/R8 2014E$ 8:2/:D/ AM'V8i�LIDOTBriage N:\2014_Projects\114.j213.01\0add\b2XXXX.brg 52XXXXSV.072 V�aoYor.pItcfg $PENTBLL3 $MODELNAME$ SSCALESHORTs 2'-0 (TYP.) SCUPPER DRAIN TRIM SIDEWALK REBAR MEW Ai 2"CLR.OF DRAIN ,-BOTTOM WALL "C" FOOTING ���m����� i .' ,■■�■�■�,,I RETAINING WALL e ll� A /IL ii1.Cil 11111Q 00 0 0 0 0 ,� �P1IMP.41P.10141P.W 0 00 CA o °0 0 O ADDITIONAL oO° 0 °O o rAte #5 BARS (TYP.) o° Cn D (EPDXY COATED) ° ° ° SIDEWALK DRAIN PENETRATION DETAIL Q CAOp NOTE: ALL COSTS ASSOCIATED WITH THE INSTALLATION OF SIDEWALK DRAIN •, PENETRATION REINFORCING STEEL SHALL BE CONSIDERED INCIDENTAL TO 17 o00 O 0 00 O / THE BID ITEM "REINFORCING STEEL (EPDXY COATED)." .n Ic0o O °o ° Ogo ' ° °°°000 °0000 cP °0 ° Op °0 ° i 0 go Q Q 36'RCP 1 --- 1 71 r3 t-"1 FOUNDATION TREATMENT MATERIAL (IA DOT 4120.04 - CLASS A CRUSHED STONE) PCC ENCASEMENT OF I 36" RCP PIPE BELOW WALL DETAIL 2=)(7) `0 a WALL „C„ 4.o rn -z! 1 STA.4319+18.61 ,-;;`-.d ^ (SEE IOWA DOT STANDARD ROAD PLAN SW-10S FOR DETAILS) - ' IMII ■ 1111 acn NOTE: ALL COSTS ASSOCIATED WITH THE PCC ENCASEMENT OF THE 36'RCP PIPE (MINIMUM ENCASEMENT LENGTH = 12'-0)SHALL BE CONSIDERED INCIDENTAL TO 8" PVC SUBDRAINMI #5 BARS 4'-0 LONG THE BID ITEM 'FOUNDATION TREATMENT MATERIAL") EACH FACE (EPDXY COATED) Ine N 8'PVC SUBDRAIN ERO" is 0 jmi 1 r 1 1111 1,. DRAIN PIPE PENETRATION DETAIL NOTE: ALL COSTS ASSOCIATED WITH THE INSTALLATION OF PIPE PENETRATION REINFORCING STEEL SHALL BE CONSIDERED INCIDENTAL TO THE BID ITEM "REINFORCING STEEL (EPDXY COATED)." ENGLISH I IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES I CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-37I5(636)--70-52 I SHEET NUMBER V.73 s11/R18/2014TES 8:44:26 AM V8i-lOOTBridge N:\2014Projects\114.0213.01\Gadd\52XXXX.brg 52XXXXSV.073 ribIIDRr`s pltcfg spENTBLLs SMODELNAME$ $SCALESHORTS o ar. LINE STYLE LEGEND OF CROSS SECTION SHEETS (ROAD) — —— — — — — Existing L1DAR Ground Line Existing Ground Line Proposed Template Proposed Topsoil Placement — — — Additional Topsoil Removal Subrade Treatment Granular Shoulder Pavement Existing Plpe\RCB Proposed Pipe\RCB Proposed Dike All Elements Associated with Proposed Entrances LINE STYLE LEGEND OF CROSS SECTION SHEETS (SOILS) Topsoil (Class 10) Topsoil (Type A Disposal) Topsoil (Type B Disposal) Topsoil (Type C Disposal) Class 10 Materials Select Loams And Clay-Loams Select Sand Unsuitable Type A Disposal Unsuitable Type B Disposal Unsuitable Type C Disposal Shale Waste Broken and Weathered Rock Solid Rock Boulders h.) Note: All layer lines and descriptions identify layers above the line. -r"v') -71 w g. s^T d I Note: Vertical or near vertical lines connecting soil layers at edges of - { cross sections are only for the purpose of calculating template quantities C)--1.: and do not depict soil stratification. 1 E° ---+r7 SYMBOL LEGEND OF CROSS SECTION SHEETS • Existing Right-of-Way Limit Proposed Temporary Easement I I I I Prapo..d P Proposed Right-of-Way Limit Proposed Permanent Easement I I I I Te.por.ry Temporary Right-of-Way Limit Existing House I I I I CROSS SECTION LEGEND AND SYMBOL INFORMATION SHEET (COVERS SHEET SERIES W,X,Y,Z) ENGLISH I IOWA DOT I DESIGN TEAM �- SNYDER &ASSOCIATES CITY OF IOWA CITY JOHNSON COUNTY I PROJECT NUMBER STP-U-37151636)--70-52 SHEET NUMBER W.I I HM° U/26/2014 ..\20"4 Pro-ects\114.0213\Cadd\CD_'1402+.3.WC'l.dg' Y\pint.drivers\Bleck Grey\VBiE3WHOIIWeich;•>],p,t c'q v'\pen\ac:e.tbl Snyder '.:200 14 1 0 100 80 60 40 20 0 20 40 60 80 100 120 140 700 700 690 -------- ----------------------------------- -----_---_----- __r ROWI PIE TE HOUSE 690 17+75.00 700 700 ROW _--_____ HOUSE 690 ----------------------- -----,--_ ------------ ---._.r------� TE 690 17+50.00 700 700 TE ROW ROW I I I ITE — 690 -- —__ - 690 17+25.00 700 ._.._ CF, 700. TIEROW ROW TE --..c--) r i - 1 690 -- — __ .V)-< ' # 690. —i�`� LO 1 17+00.00 - 680 - _ -0 6.8.0 cii 700 700 TIEROW ROW TE 690 - - - 69(1 16+90.00 680 680 700 700 ROW ROW TE ------------ ----1------ 690 690 16+75.00 FIRST AVENUE 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATESI COUNTY I PROJECT NUMBER I SHEET NUMBER W.2 1 HM- 11/26/2014 J\2014 aro;ecls\114.0213\Coed\CJ.'140213 WOO MI 1sl.cgn Y:\pri,t_drivers\Black_Gray\V8iBWHalfWeightPDF.pItcfg v,\pen\dote.161 1 Snyder 1.20 14 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 700 TE ROW I�-- ROW PE PE PE/--\ 700 - I I ---- I 690 690 I I I I 680 680 18+75.00 710 710 700 TE ROW I 1 — ROW 700 '-----;_--------_----_----- -----Th I PE 690 =-�, / -- ----- 690 / 1 1 I 1 680 18+50.00 680 . ^�1-i-1T —i<'7 t_.0 i 710 `n -7, iii 7]0. 700TE TE R_TW ••.1 700. IR_ —4 — —- I PE ROW us I ----------------TE I---------------- 690 � 1 / / 69a I 1 I 1 680 18+25.00 680 710 710 700 ROW ---- I ROW PE ROW ROW 700 TIE -- 690 \ r , -------- ------------------------ 690 I I FIRST AVENUE 680 140 120 100 80 60 40 20 18+ 0.00 20 40 60 80 100 120 140 680 ENGLISH IOWA DOT I DESIGN TEAM j SNYDER &ASSOCIATES COUNTY I PROJECT NUMBER I SHEET NUMBER W.3 HMP 11/26/2014 J-\2014.Projects\114.0213\Cccd\C7_?'<0213_W02 Ml 1st cgn Y\print_drivers\Block_Cray\VBiBWHallWeightPDF.pItcfg Y.\pen\date.tbi Snyder 110 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 700 SE HOUSE TE -- ROW —_-- ROW - TE 690 3 690700 680 680 1 1 19+50.00 670 670 710 • , . 1710 --� HOUSE HOUSE TE ROW ROW ROW ' 1 700 I I-----1— --- J— ---�_ —I I TE —7,c T-P ' 700 690 3'1 • 690 -t 680 680 1 670 19+25.00 670 710 710 700 ----TIE-- —ROW ---- —_--------_---_---�— ROW1ROE700 ------------I 1-------- 690 690 i / , / u 680 680 19+00.00 FIRST AVENUE 670 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 670 ENGLISH IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER W.4 HMP 11/26/20'4 J1\2014_Pro;ecls\114 0213\Cccd\CC_'40213_W02..VList.cgn Y:\print_drivers\Black_Groy\VBiBWHolfWeightPDF.pltcfg r\Pe,\dole,tbi Snyder '=20 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 ROW PE PE PI 700 --- --------_ ---I-----1 ------------------------------------------- ----I- --- ----1------ 700 690 • 3:\ 690 680 - 680 20+25.00 670 670 710 710 700 HOUSE ROW _ TE ROW PE: ---- --------------- J ---I---{- i"2►-g- 1 700 690 - - - •. 690 680 - 1 680 20+00.00 670 670 710 710 700 HOUSE ROW _ - TE 700 -- I 690 690 680 - _ 680 FIRST AVENUE 19+75.00 670 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 670 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER W.5 HMP 71/25/2014 J\7014_Projects\114.0213\°odd\CD_1140213_W02_ML1st.dgn Y:\print_drivers\Block_Groy\V8iBWHalfWeightPDF.pItcfg Y:\pen\dote.151 Snyder `20 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 TE ROW --ROW PIE- PIE 700 I ---- -------------- -------------- ,`--_-------------�-- 700 ----------------------- ROW----- - ----- - 690 690 680 680 670 21+00.00 670 710 r 710 ROW ROW PE PE I 700 ---------------- -----------,---------------- '1------------------------- --- ------------41--- 200 690 • _,7 ri 690 680 680 1 I 670 20+75.00 670 710 710 700 I ROW PE PE _ ROW ------------------------------------_ ----------------�--- -----J------ ----- F700 690 690 680 - - 680 20+50.00 FIRST AVENUE 670 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 670, ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES I COUNTY PROJECT NUMBER SHEET NUMBER W,6 I liMP 11/26/20'4 J-\20'a_pro ecis Vt4.0213\Coed\C040213.W07_ML tst.cgn Y:\print_drivers\Black_Gray\V8iBWHolfWeightPDF.pllcfg Y,\pen\dote.lbl Snyder 5.20 141 1 0 110 :• .. 40 0 0 20 40 60 I 1 190 120 110 1 I 720 . 1720 710 TE HOUSE �� HOUSE HOUSE HOUSE ____I___.--I __ ROW ROW 700 ___- -t----------- 70.0 690 6912 680 I I 680. 21+53.23 720 720. iGry HOUSE ROW 710 TE P i 710- HOUSE HOUSE HOUSE `- ROW 700 - --- --------- 707 s.:l700. 690 ` 6.9.0, rv. 680 I I 680 21+50.00 720 720 710 710 -_T ROW ROW PE ROW __---/- z------_-------_---r----L 700 700 690 690 680 680 FIRST AVENUE 21+25.00 670 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 670 ENGLISH I IOWA DOT I DESIGN TEAM E' SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER l SHEET NUMBER W.7 I IMP 11/26/20'4 J.\7cu. 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'..,:,20- C_l7 710 HOUSE TESROW ROW TE f,a - 710--- — ------------- -- 710. 700 23+91.90 700. 720 720 HOUSE TE E ROW ROW TE 710 710 I __-1__ FIRST AVENUE 700 140 120 100 80 60 40 20 23+b5.0O 20 40 60 80 100 120 140 700 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER W.1 1 I HM° 11/25/2014 J:\20'4_°r oec is V14.C213\Cecil\CC_'.'40213_WO2_M.I.1st.agn Yt\print_drivers\Black_Groy\V8t8WHalfWeightPDF.pltcfg Y:\pen\date.tbl Snyder 7,20 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 730 730 720ROW TE ROW I 720 I,f—ti I--�--- — ---�T i 710 25+43.36 710 730 730 720 TIE ROW RO41�OW TIE 720 ---..-tT� 710 25+25.00 710 730 730 720 720 TIE ROW ROW TIE 710 710 25+00.00 ' ? r 7 i .. --t ca f l-< I 1--rA — +7_ kr) i < --v I 730 ):,,; s- 730 cn i\.) 720 720 TIE ROW RL _ TIE 710 --,==\- OW — 710 24+75.00 720 720 HOUSE L,___ROW — R1W — TIE 710 . _/ 710 24+50.00 FIRST AVENUE 140 120- 100 — 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM ® SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER W.)2 ,V- 11/26/2014 J:\2014_Projects\114.0213\Codd\CD_1140213_W02_ML1st.dgn Y\print_drivers\Block_Gray\VINBWHouIWeigh IPS-.pitcfg Y:\pen\date.tbi 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 HOUSE 700 I 700 - - - -- - TIE RO4IW - ----- -------- - - ROW 690 r - -- 690 216+25.00 680 680 710 710 HOUSE 700 700 �E RQ� ___ ROW - 690 690 216+00.00 680 680 710 710 HOUSE 700 ITE 700. -- - ---- -RO ROW 690 �-=-? t ". - 690. 215+81.00 c)-C rn-in b k"`""" 680 -F-- 680_ m :1-z s- `y. PO 710710 HOUSE 700 700 ROW 1 :)W -- ----- ----,J I 690215+75.00 690 MALL DRIVE 140 80 60 40 20 - -0 20 40 60 80 100 120 ENGLISH I IOWA DOT DESIGN TEAM © SNYDER &ASSOCIATES COUNTY PRCJEC" NUMBER SFEE- NUMBER X.1 I HMP 11/26/2014 J:\2014_Pr ejects\114.0213\Codd\CD_1140213_XO1_Moll.dgn Y:\print_drivers\Block_Gray\V8iBWHolfWeightPDF.plicfg Y:\pen\dole.tbl Snyder 'zC 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 700 __-_ 700 ----� 690 .. ----_------ -...=.=--_,. ,------------- _L__-_-- 690 217+25.00 680 680 700 TE TE 700 ROWTE 690 IT , - - 690 I I 680 217+00.00 680 700 TE 700 ---------- W ROWTE 690 `- -�- - I 1 690 680 216+75.00 _..} 680 -1 Y r.:., � 700 HOUSE � "SE F - -a -� r... TE . g 700 -__L_ I I ROWTIE v 690 I I �7--s=- 690 216+50.00 680 680 710 710 700 HOOSE 700 TE ._____ R ROW 690 I I \ Q ��� 690 216+30.00 MALL DRIVE 680 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 680 ENGLISH I IOWA DOT DESIGN TEAM Q SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER X.2 I r+MP 11/26/2014 \2C14_Pr ojec!s\1'4.0213\Gadd\CD_1140273_XO1_Ma'.tlg^ Y:\print_drivers\Block_Groy\VB,BWHolIWeightPDF.pitcfg Y:\pen\dnte.th Snyder 1:20 140 120 100 80 60 40 20 0 20 40 60 80 100 14;) I 110 720 -720, 710 ------------------ { _ __ PE ROW 71(1 - Z --T1-----� 700 - 7QQ 323+75.00 690 169.0, 720 720, TE 710 ------ -------- --- PE 710, PE W ---------------------- 700 700 690 323+50.00 690 Iv 7 :1;') 1 -11 ...--it-J ...... in s 720 -4.(7) ‘-S3 1.--°720, __r S-' -r} i i 1 . `I-rl -i1 710 ---------------- -------- { PSE ROW ... 710 PE 700 - _—_-_-----moi_ -- 700. 690 690, 323+25.00 720 720 710 710 700 700 323+00.00 SOUTHEAST JUNIOR HIGH ENTRANCE 140 110 1Q0 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT DESIGN TEAM t-TT SNYDER &ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER X.3 -OW 1'/26/20''• \2C14 =ojects\1"c;)21.\C;:^r.\;::' "4C7'.3 XO.S c<•,,.,, `1nr Y�\print-Orivera\Block_Gray\VBiBWHallWeightPDP.pitcfq Y�\pen\Qo;e.tC� Sr+yae• i.. 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 720 720 710 TE PE PE 710 IPE 700 5-___ 700 324+75.00 690 690 720 720 710 TE PE PIE 710 - P E FAN ----------------------------!-------II------- 700 - -- 700 324+50.00 690 690 720 72Q ,.w, 710 TE PE PE _,: ;-1 r4 -1121Q ROW - -------- -� 700 -- -.sa_-f 7D0. Fri -7 324+25.00 t°.' — i 690 cs 69.0. ry 720 720 710 TIE PE PE ROW ROW 710 -- - ------ 700 700 324+00.00 SOUTHEAST JUNIOR HIGH ENTRANCE 690 140 12{0 100 80 60 40 20 0 20 40 60 80 100 120 140 690 ENGLISH IOWA DOT DESIGN TEAM SNYDER &ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER X.4 HM? 1'/26/2014 \2014 Projec:s\1",•0213\Cock.\CJ 11402'3_.X03 Scncoll.dgn Y:\print_dr hers\Black_Grcy\VHAWHclfWeightPDF.pItcfg Y:\pen\date.lb Snyder 1:23 1 0 1 0 100 80 60 40 f 20 20 40 611 8,' 10 0 1 .•0 1 .0 • • • • • • • • • • • • na 720 c, 720 G, -L_,..< t 10 PE PE lip' 710 TE llz________________________________ r______________ l=100 700 690 325+25.00 690 720 720 710 T E PIPE E 710 I 700 ______ _ _ _ _____--r--- ------------I_- ------- F 700 SOUTHEAST JUNIOR HIGH ENTRANCE 325+00.00 690 140 12 100 8.0 60 40 20 0 20 40 60 80 100 120 140 690 ENGLISH I IOWA DOT DESIGN TEAM , SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER X.5 HMP 11/26/20'4 .i:\2Ct4_?rojecis\114.0213\Codd\CJ.11407'5 X0.5 Scnr.oll dgn Y\ en\da:e tbl Snyder ":70 Y:Aprint_driversVBleck_Grny\VBIBWH.,1We'y,tPOF_Pitc[g P Y• 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 720 720 710 PE PIE TE 710 - --------- 700 351+50.00 700 720 720 710 —___OW—__ PE PE „= 710 700 351+25.00 700 720 720 710 ROW PE P710 IE IL 1....)— --- — 700351+00.00 — r� =� 700 rTt 7: 1 —13 Ill 720 , - - 1 '~ 720 (\J 710 ROW 710 PE PIE TIE 700 350+75.00 700 720 720 710 ROW PE PE TE 710 700 350+50.00 700 SOUTHEAST JUNIOR HIGH EXIT 140 12 100 80 60 40 —210 0 20 40 60- - 80 100 120 140 ENGLISH I IOWA DOT DESIGN TEAM �j SNYDER &ASSOCIATES COUNTY I PROJECT NUMBER SHEET NUMBET X.6 11/26/2014 J:\2014_Projects\114.0213\Cadd\CD_1140213_XO6_School2.dgn Y:\print_drivers\Block_Croy\V8i8WHollWeightPDF.pltcfg Y:\pen\date.t c Snyder 1:20 140 1 0 1r0 • .r r 41 r r r ie : r 11 1 I sr 700 I70Q ROW i 690 ROW 16(40_ 12396+00.00 1 680 680. 700 700 ROW ROW 690 I r --_ -L�- £ 690 12395+00.00 680 68Q 700 100 690 - ROW f �� --- ROW t•-2690. C:.j * u 680 12394+00.00 �M c-)-< I {c-) to j., ni -73 c>:"? - ....73 700 (111 70D. 690 ---ROW ROW 690 680 12393+00.00 680 700 700 690 690 - - ROW ROW 680 680 12392+00.00 IA INTERSTATE RAILROAD 140 120 100 80 60 40 21- Q 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES I COUNTY PROJECT NUMBER I SHEET NUMBER X.7 I "411' 1"/26/20"4 J.\2014_Pr ojeets\114.0213\Codd\CD_1140213_%07_14LRR.dgn Y:\print_drivers\Block_Groy\V8i0WHolfWeightPDF.pItcfq r:\per,\co:e.lo e, 2:) 140 120 100 80 60 40 ! 210 0 20 4{0 ! 60 80 100 120 1 140 710 7_10 700 ROW PIE TIE 70.0 ROW I 690 ---------------------- - - - - 690. 680 680. 670 670 12400+00.00 710 710 N C:-) 700 ROW PE w 700 ROW . T n- 1 .s. 690 =�e-, u, 690 12399+00.00 til -moo• t~g v1 ry 710 710 700 ROW 700 PIE TE ROW 690 -------_- �_ 690 12398+00.00 700 700 ROW TE ROW 690 _ __I --------------� !''—'LTJ--------- I 690 12397+00.00 IA INTERSTATE RAILROAD 680 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 680 ENGLISH I IOWA DOT I DESIGN TEAM Q SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER X.8 I -MP 11/26/2014 „:\20'4_Projects\114.0213\Codd\CD_11402'3_X07_MLRR.dgnY\ ee\ce'.e.tbl Snyder 1:20 .A YPrint_drivers V©lack_Cr cyV V8i9WHGt We'.g rt')I D'idg (' 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 ROW PE TE _.._.._I I -.._.._.._.._.._.._..I_.._. Row ------ 700 700 ------------ _____-__- --- T 690 - 690 680 680 670 670 12403+00.00 710 710 ROW PE TE 700 �.._..-..-.•-------.- -' --._ ._. -----' - 700 ROW -- --.z-- , -� �'� N 690 - _ -------------- -- cn F—i �a. 680 ��� I -i `� 19_.680 '7 _17 i +y1 670 �" fi70 12402+00.00 - .. " c_ri [V 710 710. 700 ROW PE TSE 700 ROW =� 690 -- 690 680 680 670 ` 670 12401+00.00 IA INTERSTATE RAILROAD 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH IOWA DOT DESIGN TEAM �j SNYDER &ASSOCIATES I COUNTY L PROJECT NUMBER SHEET NUMBER X.9 -MIS !'/76/70'4 \7C'<. oec:s\1'4.0?1,4\add\C -1f<C?'3_x07_Mt RP.cfyri - ,. Y\F:ei\cu'e.Ib :der Y\,''''t dr yersV9cc.—,,reYVV89WI1e'We‘1',")'' - D 05 140 120 1.0 80 •0 4. 20 • 20 .1• ;TO :moi 11 • 1 • 1 • 710 710 ROW PE TE 700 TE PE ROW _ _.._-._..- - - ._.._.._..- -.._.. - - — - - - - — - - - - — - 70.0 690 12407+00.00 690 710 710. ROW PE ITE .. .I- -- - -- - --•--- ..-..--------- -' - ___ -----' ____.-- .____ 700 TIE PE ROW I J 700. 690 690 12406+00.00 720 �, 720 710 - 1 y g. 710 ROW PE TE >-; ca --- PE ROW I - - - - I - - - -.. .._.._.._.._.._.._.._.._.._.. c �._.. 7IIII, PE --- 700 I ------ - - ----- --- - --- — _ '— — =-i� -n -ri -.- ———— �^P :174:-, -3 690 12405+00.00 C- 69a • 710 710 ROW PE TE 700 PIE ,---- - - - - 700 - ROW 690 690 680 12404+00.00 680 IA INTERSTATE RAILROAD 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM PD SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER SHEET NUMBER X.10 i-MN 1'./26/20'.4 \201..;rejects\1'4.0213\Ocdc\CJ..'14021.5 X0/ MLRR.dgn Y:\arinl_drivers\acck_Grcy\VBA 3WIIcifWeg'-t.Cf,31:clg Y.\pen\ccte.lb Snyder '-20 1 I I :"I :i 40 0 I 20 40 :11 :o 1i . 710 710 RO1(>ROW ROW PE PE I----- 700 ----------- — -- — ------- — — — - ------------- — --- 1 700 690 690 12412+00.00 710 710 700 — — — — ----- --- -------- TE PIE ROW_ ___---- --- __,---- — — ----- 700 690 ------ 690 12411+00.00 710 710 TE 700 ROW ____�---------�-- — _.._ .!. v�_- 700. TE PIE _-- — — — — — — /— _.._.._.._..__._ 690 690 12410+00.00 N C:) CII 7 -11 710 L:--): i =10 W E —4.-t— ' '.1-11. t7 -ETI 700 PE ROW _ -----------__------------ S _ — — — _ _.._. — — :i1..` — - 00. TE i — _ - - — — J ul 690 Imo; 12409+00.00 690 710 710 TE I 700 TE PE R9W ROW PE1700 — — — — `-- IA INTERSTATE RAILROAD 690 140 120 1O 80 60 40 20 124080+00.00 20 40 6`0 80 100 120 140 690 ENGLISH I IOWA DOT DESIGN TEAM Q SNYDER &ASSOCIATES I COUNTY PROJECT NUMBER I SHEET NUMBER X. MI' ,76/20'4 J,\2014_Projects\114.0213\Codd\CD_1140213_X07_Mi kH.c`I" Y:\print_drivers\Block_Gray\VBiBWHCIIWeigntPDF.p•;cfT YI\pen\dote.tbI rde� 20 140 1 0 100 80 60 40 1 1 20 40 60 80 1i i 1 1 I . 710 - .710_ " " 700 . `_ � ROW ----- ROW ..„....-f!"-_-_-_-_-_-_-_-_-_-_-_-_-_, _ 6 90 12417+00.00 69-a 710 710-. 0 OW ---------`------------- ROW 700 _ _ 690 12416+00.00 690 710 710 - � ROW 700 HORSEW -- ------------ -- ---- -- 700 690 12415+00.00 690 720d e, 720 en " 4`a'T: - �l 'y+--1 co ° 710H OUSE TE TE --1(7:Jkol i'.:1 710 ift OL HOUSE _--------- -I y=r -, ROW fl LJ -- -- - 1 700 HOU�W _ _._e_----------------------------------------------- _ _--- ---- =)::::'s.j 700 12414+00.00 cn 690 690 710 710 r� " r —� " " ROW E ROW - - - -- I--I--- ----- -- 700 TIE ROW ----- 700 --- ------------------------ IA INTERSTATE RAILROAD 12413+00.00 690 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 690 ENGLISH I IOWA DOT I DESIGN TEAM Pmj SNYDER &ASSOCIATES r COUNTY I PROJECT NUMBER I SHEET NUMBER X.12 'HMP 1'/26/2014 \2014_Fr cjec;s\114.0213\Ccdc\C;D-1402'.:-60/.Mf RR dg, Y.\o mt drivers\H cr.k :;rcy\V&.3 WHCItWe ch;P:T-.p'Lk; Y:\pen\cate.lb Snyder '20 140 1 0 1.0 :0 60 40 I I 20 :'i :`i 16 1 1. 0 I 710 .710. 700 � _ - ` 700 ROW � =___- ------ _ ROW__ _____________------- 690 ___________ I__ _____-- ----------!- ---- -- _ - --- 690. 12422+00.00 710 710. 700l • 70Il ROWROW - 690 -- -- 690, 12421+00.00 710 710 700 � 700 ROW -------------------------- ROW 690 ------------" � 690 12420+00.00 MJ ca Lr9 710 . - 710 I 700 ROWf - ROW 7----1 C7.; `� 700 690 12419+00.00 rrt 690 710 710 700ROW -�--------- ----`----- ---------ROW - 700 690 12418+00.00 690 IA INTERSTATE RAILROAD 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM J SNYDER &ASSOCIATES I COUNTY PROJECT NUMBER SHEET NUMBER X.13 I 11MP 11/26/2014 ,,.\2014.,Projects\i'4.0213\Co9d\CD_1140213_XD7_ML RR.tlgn Y:\print drivers\Hlock Grcy\V6HWHaIIWe gh11'.)f.otrig Y:\pen\da.e.t61 Snyder 1.20 140 1 0 110 80 •0 40 20 I 21 -tri I I e 111 1 . , 1' 6 700 __ 700 � . _� ROW ROW --- �` ---- 690 _I 690 12426+00.00 680 680 710 `-_' 710 ter; 7007 HOUSE 1 = =700 l ROW ROW r 690 ! ---1-------- 1. � j , ---- ---- - - ----- 690 12425+00.00 - t.. 680 `" 680 710 710 700700 ROW � -�-_�n - � ROW 690 I - �� '� - -- -I- - ------ - 690 12424+00.00 680 680 710 710 700 700 ��--------__----�-- ROW HOUSEI HOUSE 690 ----------------RUW- ----- -- _ 690 12423+00.00 IA INTERSTATE RAILROAD 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER [ SHEET NUMBER X.14 11MP 1'/26/X14 J:\2C14_F.c le- V1e.0213\Gude\C";_'i20213 X07_MLRR.dgn 7.\print.drivers\Blo::k_Gr oy\VB�BWHuIWeich!P�=y;clG Y�\pen\do!e.lbl Snyder 20 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 700 700 ROW _ - - - ---- --- --------------= - —'''--- ROW 690 ', --------------------- 690 680 12431+00.00 680 700 700 ROW %� �__ _ 690 ROW 1 690. 680 12430+00.00 680 N G1 r+; 71 --; Cr3'�T s=~;umw 700 _.---, X700 ROW = ---::- .-----=—' ill f HOUSE 690 _ _ /-' ROW .. : ... 1,..��69D. 680 12429+00.00 680 700 700 �� `1 ROW \ ROW 690 - , ---------------- 690 12428+00.00 680 680 700 700 ROW - ---- _ ROW 690 I_ - _-- - 690 IA INTERSTATE RAILROAD 12427+00.00 680 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 680 ENGLISH IOWA DOT DESIGN TEAM 6J SNYDER &ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER X.15 -!MP 11/76/274 J:\7014 Rr ejects\114.2213\Gadd\CD_'1402'3_X07_MLRRcgn Y:\arinl.drivers\Y cck.Gray\VB:E?WHa fWei0 i o ptcfg Y:\pen\d.le.lbl Sny de, 1:2C 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 700 70.0. ROW -- 690 I 69g. ROW I 680 12436+00.00 680 700 700 ROW ______________-----,,,,_ 690 I Row 690 I 680 12435+00.00 680 700 700. ROW -.— _- --, 690 -..-- _..-..- . . - - . _ - - _.._. .-..-- -..----- ------- !..-.-- ------.f= -------- �� ROW - _ ' 90. r :73:171-4 7.'1 680 12434+00.00F 8D. 700 700. ROW _:-.:F.,_________ r--�. 690 - -- -----------------=s-`- RQW 690 680 12433+00.00 680 700 700 ROW -�" ,, ._e.,,690 ,_ '- - - 690 R 680 12432+00.00 680 IA INTERSTATE RAILROAD 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM 1 SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER X.16 I -IMP 11/26/2014 J.A2014_P'ojecisV1'4.3213VCcdCVCD.'1402"3.x07.MI RR.agn Y.Acrinl_drivers\fleck 0rcyVV8i3WHc'IWeghtPD .pCcig Y:Apen\dote.tb: Snyder 20 140 120 100 WI i 610 ! 40 20 0 T 4 60 00 IGO 120 140 710 710 ROW 700 -----^I ROW 1 700 _ -- PC �E 1 s- - - --- 1 ---- -- -------------- 690 --------------------- 690 r rI r.3 680 118+00.00 • , 680 . `:_3 f'p'1-r 71 -f r-,7 --1(") E -<i Fri n 7. i 710 L.-..), ."', 710 vi HOUSE ROW 700. 700 _I___I_______L------- --- -------------- ---- – RO -- TE 690 ---------- --------------- I-------- 690, 117+75.00 710 710 700 TE ROW ----.— ------f-- --------------------L— ROW 700 r---�--- 1 PE TE H0� 690 - ---------- ---- 690 117+50.00 710 710 700 TE R W 700 I ---- —�-- —_ ROW PIE TIE HOUSE 690 I 690 117+25.00 FIRST AVENUE DETOUR 140 120 160--- — 80 60 _ 40 20- 0 20 40 60 80 100 120 140 ENGLISH IOWA DOT DESIGN TEAM ® SNYDER &ASSOCIATES COUNTY 1 PROJECT NUMBER I SHEET NUMBER Y.I 11/26/2014 J:\2014_Pr ojects\114,0213\Codd\CD_1140213_Y01_Detour.dg� \print_driy; Yvers\Btock_Groy\V6iBWHOI1WeighlP� o:ctg \pec\dote.lbi 140 120 100 80 60 40 20 0 20 40 60 8j0 100 1�0 140 700 _- 11 �E 700 690 690 680 680 119+00.00 710 710 r-.3 700TE__ - TE � --- ; • 70.0. 690 -�c Lo 690 680 1184-75.00 `. .17- P 680 cn r_,a 710 710 700 -- r- _ TE f( --__ tt9 - 700 35.E -- ----------- --------- 690 690 680 118+50.00 680 710 710 ::: - I RW ROW 3.1 -----��-_ — 690 680 118+25.00 680 FIRST AVENUE DETOUR 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH IOWA DOT DESIGN TEAM � i SNYDER &ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER Y,2 F.MP 11/26/7014 \20`4_Pr c jecs\114.0213\Gadd\C: '.14C71.i YCt Delocr.dq-, y,Y_ -\print dr,ers\Hicck Grcy\V8a WHcif Wegn;PD ,pdcly \pen\dcte.lh Snyder 1:20 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 700 — ----- ---__ I -----a ___,------- PL----------- _ --- 700 21 690 690 680 I 680 119+75.00 670r-.3 670 _.T el" c)-< I „.•mom-+ I ;i-8 `f i i ,.^ `� 710 -'. cii 710 700 ----- TE -•__ -- FE • 700 1 10 690 690 680 1 680 119+50.00 670 670 710 710 700 --------------------------------- �E 2 -- TSE R0W 700 690 690 680 680 119+25.00 FIRST AVENUE DETOUR 670 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 670 ENGLISH IOWA DOT I DESIGN TEAM ',i SNYDER &ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER Y.3 I IMP 1120/2C'. J:\2014_Pro,ects\114.0213\CcdC\CJ.11407' YC1 I)eio 'dg- Y\print drivers\H:cck_Groy\V8i 3WHcfWeigi.IPO,.pecfq Y\pen\co,e.tta Snyder 1,2C 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 71Q DW ROW PE PE PIE PE TE _-I - I I ------- ,/, - 7001 ---------- --------- - 700 690 3.5..1 690. 680 120+75.00 680 710 710 ROW ROW PE PE PIE PIE TIE 700 ------- ------------J-----!- ----------- -----I--- *-:It ZOII " 3 690 51 '`� r-•-690 680 120+50.00 --.! ,, 8FT1 .80. C 710 710, ROW ROW PE PE PE IP --- --------- 700 -- -� --------- - ---------------1--- - - 700 4:1 690 690 680 680 120+25.00 710 710 ROW PE TE ROW - - I PE -- PE_------ -------------------- ---- ___I - -r ------- 700 690 690 680 680 120+00.00 FIRST AVENUE DETOUR 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH IOWA DOT DESIGN TEAM W-1 SNYDER &ASSOCIATES COUNTY PROJECT NUMBER I SHEET NUMBER Y.4 ••,1i" 1-/'5/2C" ,.A26'4"•cjectsV1'4 3215VCr.1dVC: '1402%3_YO'_ne'u,• :1c• V•r,,: 1 ?Nlv IWe c,• •-.a c '•ner vco'e.:t Srryder i.. 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 720 720 710 PE TE S TE ROW ROW PE 710 -------------------- _r--------------- - ________-________ ___ ___________ _ 700 ^� 704 36.1 690 690. 121+75.00 720 720 r-_, 710 710 ROW ROW PE PE --- TE -� 1 `11 ~— ————————————————_,------I————————————— 1 ——-�————————————— —— —— —————— MW�� 700 X00 3 5.1 7.-<71, -0 [ 1. 690 �'. 3. X90 121+50.00 ..-,' cn 680 680 710 710 ROW ROW PIE PIE T E 700 ----- — --- ------------ 700 30 690 690 121+25.00 680 680 710 710 ROW ROW PE PE PIE TE 700L L � 700 30 690 690 FIRST AVENUE DETOUR 680 140 120 100 80 60 40 20 121+000.00 20 40 60 80 100 120 140 680 ENGLISH IOWA DOT DESIGN TEAM i SNYDER &ASSOCIATES COUNTY PROJECT NUMBER 1 SHEET NUMBER v,5 Y\ en\CO'e.tb. i„ 1'/76/2v'4 ..\7C"�_ �jec:s\1'4.;;71'\(.c;1c\i,, "lr. 2'3_YO'_I;e'c,'.dc,- Y\;:-Irti O'ive<<\�'aCk_Crc7'. ,.-?WIIO IW q••. _,.;rfy I- ir�y;f=_r 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 720 720 710 HOUSE TEIROW ROWW PE PE TE 710. 700 q:1 700 122+75.00 690 690 720 720 710 HOUSE TE ROW ROW PE PE TE r , 710 I -------- -------------- -------- ---------- !r --74 ,1 700 4':1 : ' ...J n W .""7.00 `;c—, rr 690 122+50.00 i ri � f ' _.690 cn 720 720 710E TE ROW ROW PE PE TE 710 700 3.5:1 700 690 122+25.00 690 720 720 710 TIE ` ROW ROW I PE TE 710 --------�------------------- --J-------------------`PE------ — ------------------- 700 3.GJ•,1 700 r 690 122+00.00 690 FIRST AVENUE DETOUR 140 120 100 80 60 _ 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM j�`',' SNYDER R.ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER Y.6 -.V 1'!26/20'4 ✓\2c1: :j,•; s'.I'4.0213\c dd\::7 '14C.2'.3.r2' :1,,,, d:- .. J _.s\'•,.. . •,;?�'K'Hc'Jre, r.'.pe,•..,•c'e.tC 'p0 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 720 720 ROW TIE 710 HOOSE TE ROW J1---- —_ 710.. 124+00.00 700 700 720 720 ROW ----- TIE TE ROW ---- 710 710 I ------------ 11--I-- --------- 123+75.00 700 70.0 720 r.a 720 G. 710 TE ROW ROW TEI ._ P ` HOUSE I --------------r— ,3:1 _ ------ a 710 700 123+50.00 a`;-i; 7h 1 700 CM Z.- 720 -720 720 TE 710 HO SE TEROW ROW I ----- 1 ----_------ ---------------- ---- ___-------------- ------------------- 710. r �J 700 123+25.00 700 720 720 710 TE ROW ROW PE TE I----- __________________- 710 y- 700 y 700 FIRST AVENUE DETOUR 140 120 100 80 60 40 20 123190 00 20 40 60 80 100 120 140 ENGLISH I IOWA DOT DESIGN TEAM 0 SNYDER &ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER Y,7 HMP 1i/26/20"4 J:\2014_P-ojects\114.0213\Ccdd\CC_1140213_Y01_Je:or.r.dgr Y:\p.irl_driver s\3'cck .ray\VHHWHa fWre''..r'r:.o,;fq Y:\per]\au'.e.t1,. Snyder 12C 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 690 690 ROW ��' 680 I ROW 680 488+00.00 670 670 690 690 680 ROW Row 680 670 487+00.00 670 690 ^— -- - ,:, c-. 690 90: -T, ` °1� rn :, iT 4x7 680 ROW ROW (-)-< 1 '-----680 670 486+00.00 0670, (In 690 690. W 680 R OROW 680 6 70 485+66.25 670 690 690 __ --- 680 680 `` -- IA INTERSTATE RAILROAD SHOOFLY 670 140 120 100 80 60 40 20 485+80.00 20 40 60 80 100 120 140 670 ENGLISH IOWA DOT 1 DESIGN TEAM SNYDER &ASSOCIATES COUNTY PROJECT NUMBER SHEET NUMBER Y.8 ,..v70'4 caecaA 1'.4.0715V Codd AC:; '1402.3 YLd ,„fly dqr t ,nI 1,,, ,Icck_Srcy`•Vti 'Wllc l'Jn `G n\ca'e-tb Snyder •2C; 140 1 I les : II 60 40 4 4 § 40 .0 80 110 1 . ' 1' S 700 700, U.A.C. 690 ROW ROW 690. 680 - 680 493+00.00 700 U.A.C. 700 690 - ---- �, 690. ROW /,, .-- ROW 680 492+00.00 680 C) "' -n rn 700 �-r, -T7 690 _ Fri .. - ROW -/ �/ ROW � 0. I -- I c.J7 680 680 491+00.00 690 690 ROW --��- f _ ROW 680 I -- 680 490+00.00 690 690 / �-.. - - . -�� ROW - � ROW 680- 680 489+00.00 IA INTERSTATE RAILROAD SHOOFLY 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES f COUNTY I PROJECT NUMBER I SHEET NUMBER Y.9 I 1./26/7C'.4 „\,..7., -,e;.,\l'4 0713\Gadd\CD_11402'3_Y08_RYS"oofly dqr y.'.,, 0. 1,Vers\3io:k Gr cy`.'Jd aWIIr.I he, -o•.;:fg Y\.,,Aca'e tC •� d=r ':7C 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 U.A.C. 700ROW 700 ROW ------ -------I------RAE- TIE 690 ------ -_____-- 690------ 498+00.00 700 U.A.C. 700 ROW ____ TE 690 ROW `-__ _ ------ -- ----- I 690 497+00.00 680 680 No c_a v+ U.A.C. 1�"; ' 700 `)-`' 1 x"-.'700 ROW ,7<r -r, rn 690 ROW J _ - � -- ;; ='. X690. 496+00.00 ut 680 680. U.A.C. 700 700 690 ROW --__ _ ROI W 690 495+00.00 680 680 700 U.A.C. 700 690 - ROW-__ ROW 690 IA INTERSTATE RAILROAD SHOOFLY 680 494+00.00 680 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH IOWA DOT I DESIGN TEAM 0 SNYDER &ASSOCIATES COUNTY I PROJECT NUMBER SHEET NUMBER Y.10 I —VP 1'/?ti!J%'4 -\2;'t e ti.l'4.Z7'.S\Ccdc\: 'VC,'i POP ft',S"cic,Ily dVr "\{:c',C1'.e.t^ <.. 140 1 0 100 80 .0 4' 20 • 2• 4$ 60 :0 11 I . s 1' $ 710 71Q. 700 ROW W PE TE 700 ROW ------c..„ --- --------'-- ....- 69069 _-- 69069_ 0. 680 ,-- 680 670 501+00.00 6Z0' 0 710 C.11 ....P 710 700 U.A.C. ROW PE TE w . . 700 ROW I I I I �-- =`'� t_�1 �7 1 1 690 ----_____--- ,R690 cri - 680 — 680 _- 6 70 670 500+00.00 710 710 U.A.C. 700 ROW ROW PE TE 700 I 690 690 499+00.00 IA INTERSTATE RAILROAD SHOOFLY 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER Y.1 1 "MP 11./26/2014 .,.\7014 P'ojects\114.0713\Ccdd\CD_11402'3_Y08_RRSrootly.dgn Y:\orint_drivers\B.cck..Grey\V80WHoIfWeg6;,)r.p.;cfg Y:\pen\d cl te.tbI Snyder '.70 140 1 • 110 :0 60 4e 1 ® Ie 41 !I 1�; 1 1 710 ...1_7_10_ R 0 W PIE TSE 700 PE PEI ROaN _ _ ---- 700 690 ._ 690 680 680. 504+00.00 670 670 710 �., 710 ROW PE TE • f., r ___1 cal ops9111 700 ROW ____ c''� 1 : 700 -- __� >> , 'I1i 690 ^T .. 90 Ui a:- 68 0 "680 68.0 6 70 .670 503+00.00 710 710 R O W PIE TIE 700 700 R0W _—— — 690 — __—.''1— 690 680 --- 680 670 502+00.00 670 IA INTERSTATE RAILROAD SHOOFLY 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA OOT I DESIGN TEAM Q'' SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER Y.12 I .'MP 11/26/2014 J:\2014_Projects\114.0213\Codd\CD_'140213_Y08_RRSerrdny.dgr' Y:\drint.drivers\3 cck..Ci r. \V8ii3WHe fWei 1PD Y\ en\ca.e.tb' Snyder 1:20 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 700 _ "<� ROW TE PIE R 0 W ---_�� _ 700 690 509+00.00 690 710 710 700 TE PE —_ Fi I W------_� --- _ ROW PE 700 I 690 508+00.00 690 710 710 700 TEPROW —_---- ROIW PIE TI E IE - _ 700 690 507+00.00 690 710 --tom tz 4 _.-r x710 T E r,,? -h PE ROW ROW PIE I _ -: 700 TE --------------------_---- n 700 c.n --------------------- ��`�y�:�� .L-- 690 690 506+00.00 720 720 710 710 PE ROW ROW PE TIE 700 PIE ----------I-- --- ---- 700 TE ���_� ,,,�-- 690 505+00.00 690 IA INTERSTATE RAILROAD SHOOFLY 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH I IOWA DOT I DESIGN TEAM ��' SNYDER &ASSOCIATES I COUNTY PROJECT NUMBER I SHEET NUMBER Y.13 •141P +'/26i 2014 �:\70'4_a•o;ects\7'4.07 L5\Gadd\CC2.'1�G2'J_YG5 R95^ao Ny.dgr Y�\print drivers\Block_Gro \VH HWHaIIWecn;u Y.\,er\co!e.tb y J altcfg F' Snyder '00 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 710 710 TE ROW —ROW 700 1 I --- !------------------ 700 690 690 680 513+00.00 680 710 710 ------- ROV�ROW P 700 --- — — - ---------� ROW _-- �-P �------ 700 N 690 77. 1 690 'r.—, "T1 ,T.- 'i 680c7 : I T"-- 680 Lo i 512+00.00 rr r*i -0 rn 670 E-7)::2,2), IL' """i 670 cn .L--- 710 710 710 ROW 700 ROW � - . I -- 700 TEPE __-- -----------------,�---------------- I I 690 690 511+00.00 710 710 ROW 700 TE PE ROW / " -------- — 1 700 —1_ 690 510+00.00 690 IA INTERSTATE RAILROAD SHOOFLY 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 ENGLISH IOWA DOT DESIGN TEAM � SNYDER &ASSOCIATES I COUNTY PROJECT NUMBER I SHEET NUMBER Y.14 HMP 11/26/2014 J:\2014_Projects\114.0213\Cada\CO_1140213_Y0B_RRShoofly.dgn Y:\print_drivers\Black_Groy\VBiBWHalfWeightPDF.pltcfg Y.\pen\date.tbl Snyder 140 120 100 80 60 40 20 0 20 40 60 80 100 12(5--1417- 710 2(5140710 710 700ROW �.s — -- ROW700 690 518+00.00 690 710 710 700ROW ROW 700 —____— 690 517+00.00 690 NO :.) -CA 710 " i7.10 I rzsaciall lD i 700 ROW _ ROIW :j 111700 I 690 516+00.00 -' c i 690 710 710. ROW 700 HOUSE ROW --- -------------------I-------- 700 515+00.00 690 690 720 720 710HOUSE HOUSE TE 710 700 HOUSfDW __-------- ROW — — — 700 IA INTERSTATE RAILROAD SHOOFLY 514+00.00 690140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 690 ENGLISH I IOWA DOT I DESIGN TEAM P-9 SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER Y.15 I MP 11/26/2014 J:\2014_Projects\114.0213\Codd\CD_1140213_YOB_RRS,onfly.dgn Y.\print_drivers\Black_Gray\VBiBWHaIFWeightPDF.pitcfg Y:\pen\dale.tb1 Snyder 70 14 4 1 0 11 0 80 60 40 20 4 20 40 60 80 100 12' 140 710 710 700 HOUSE 700 HOUSE ROW /rte—��l-- W _ I 690 ----------- -- —�� --- 690 523+00.00 710 71Q 700 7Q0 ROW ROW ��r�— ��— _ I ------------- 690 -------!— ---- — 69Il 522+00.00 710 ; 710. v1 700 :y-=" c 4an00 ROW tel— ROW ;-.) i I / J --------- -i r7 up i, "� 690 �� — ---- $90 521+00.00 -'r; i--.1 cn 710 710 700 700 ROW --- -- —. 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I r-.....0_--!--------- =ic'ry `� 690. -�r• Fri r 680 531+00.007:::.;~=' ”"-680 cn .r.- 700 -700 700 ROW --- -- 690 � ROW '� \` --1-------------- 690 680 530+00.00 680 700 700 ROW ---- ROW HOUSE 690 ---- I - I 690 — IA INTERSTATE RAILROAD SHOOFLY 529+00.00 680 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 680 ENGLISH I IOWA DOT I DESIGN TEAM l SNYDER &ASSOCIATES I COUNTY I PROJECT NUMBER I SHEET NUMBER Y.18 HMP 11/26/20/4 \201,_''4:,ccs\114.021,5\Ccdc\CT_11402'3_YCA_RRSnoofly.dgn Y.\print_drivers\Black_Groy\V8i8WHaltWeightPDF.pItcfg YApen\dote.tbl Snyder 120 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 700 700 ROW 690 I -- ROW 690 I 680 538+00.00 • 680 700 700 ROW -------- 690 I ROW 690 I 680 537+00.00 680 ,ti, ,µ` —n 700 700 p 1 ROW --.1� 90. 690 I -t —;TI .s r ROW , I 3: ,q 680 536+00.00 cut 680. 700 700 ROW —� G 690 I ROW 690 I 680 535+00.00 680 700 700 ROW — 690 I ROW 690 I IA INTERSTATE RAILROAD SHOOFLY 534+00.00 680 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 680 ENGLISH I IOWA DOT I DESIGN TEAM Q SNYDER &ASSOCIATES I COUNTY , PROJECT NUMBER I SHEET NUMBER Y.19 I HMP 11/26/2014 J\2014_Pro jects\114.0213\Codd\CD_11402'3_YCd_PRShcofly.dgn Y:\print_drivers\Block_Groy\VBiB WHalfWeightPDF.pitcfg Y:\pen\aote.tbl Snyder 1.20 140 120 100 80 60 40 20 0 20 40 60 80 100 120 140 p c, rn .. 3 D.>—I co 700 --' 700 C'r 690 ROW ---- ,:)�`� �.. 690 cm 540+00.00 680 680 700 700 690 ROW 690 ROW I 680 539+50.00 680 700 700 690 ROW /----- /---. _ —�—� R 0 W 690 I IA INTERSTATE RAILROAD SHOOFLY 680 140 120 100 80 60 40 20 539+00.00 20 40 60 80 100 120 140 680 ENGLISH IOWA DOT I DESIGN TEAM PI) SNYDER &ASSOCIATES 0 COUNTY I PROJECT NUMBER SHEET NUMBER Y.20 HMP 11/26/2014 J:\2014_Projects\114.0213\Codd\CD_11402'/_Y08_RRShoofly.dgnY�\print_drivers\Block_Groy\VBi8WHalf WeightPDF.pltcfg Y:\pen\co:e.tb Snyder 129