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HomeMy WebLinkAboutBURLINGTON & MADISON INTERSECTION IMPROVEMENTS PROJECT (NHSX-001-5(120)-3H-52)Burlington & Madison Intersection Improvements Project (N H SX-001-5(120)-3 H-52) 14-Oct-2019 Plans, Specs, estimate of cost 15-Oct-2019 Res No. 19-257: Setting a public hearing 22-Oct-2019 Notice of public hearing 04-Nov-2019 Res No. 19-268: Approving project manual and estimate of cost 20-Nov-2019 Notice to bidders 07-Jan-2020 Res No. 20-2: Awarding contract (Vieth Construction Corporation) 04-Aug-2020 Res No. 20-181: Change order #1 08-Sep-2020 Change Order #1 20-Apr-2021 Res No. 21-104: Authorizing contract reimbursing CRANDIC 18-May-2021 Res No. 21-129: Correcting final contract amount reimbursing CRANDIC 12-Jan-2025 Engineer's report 21-Jan-2025 Res No. 25-20: Accepting the work W N �I': Z_ — r 0) w E U N 0 Y N t fr} Z C? z op N U r �i Z Li�i O 11 c) U) oz X= w O Z � z Q 0 REVISIONS — MODIFIED DESIGN DATA BURLINGTON ST 2015 AADT 26,100 V.P.D. 2035 AADT 2035 DHV SPEED 30 M.P.H. TRUCKS 4% Total Design ESALs _ — MODIFIED DESIGN DATA S MADISON ST 2010 AADT 5.100 V.P.D. 2035 AADT 2035 DHV SPEED 30 M.P.H. TRUCKS 1% Total Design ESALs — 44 Iowa Department of Transportation HIGHWAY DIVISION NHSX-001-5(120)--3H-52 R.O.W. PROJECT NUMBER PLANS OF PROPOSED IMPROVEMENT ON THE PRIMARY ROAD SYSTEM PROJECT IDENTIFICATION NUMBER CITY OF I O WA CITY, I O WA SHEET TOTAL 142 J O H N S O N COUNTY INDEX OF SHEETS SHEET NO. DESCRIPTION I.D.O.T. Project Number NHSX-001-5(120)--3H-52 B.1-A.4 8.1-B.6 TITLESHCROSSEET GENERAL INFORMATION TYPICAL CROSS SECTIONS Number TABULATIONS City Account 33834 D.1-1315 .1-D.3 BURLINGTON ST PLAN AND PROFILE FA-F.2 REMOVALS PCC Pavement with HMA Resurfacing, Miscellaneous G.1-G.2 H.1-H.2 ALIGNMENT INFORMATION/SURVEY CONTROL RIGHTICCONTROLAN J.1-J.31 PHASING TRAFFIC CONTROL AND PHASING K.1-K.24 GEOMETRIC LAYOUT AND JOINTING DETAILS LA -LA DRIVEWAY & PARKING LOT DETAILS In the City of Iowa City, Highway 1: from Capitol Street to Riverside Drive M.1-M.3 M.4 STORM SEWER PLAN AND PROFILE SANITARY SEWER PLAN AND PROFILE N N.1-.12 TRAFFIC SIGNALS 0.1 WATER MAIN PLAN AND PROFILE PA-P.5 PAVEMENT MARKINGS S.1-S.7 SIDEWALK PLAN AND PROFILE S.8-S.13 SIDEWALK RAMP & SIDEWALK CONNECTION DETAILS T.1-T.3 LANDSCAPING AND GRADING PLAN U.1-U.4 SPECIAL DETAILS PROJECT NPDES PERMIT: THIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT NO. 2 AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS PART OF THESE CONTRACT DOCUMENTS. Refer to the Proposal Form for a list of applicable specifications. Value Engineering Saves. Refer to Article 1105.14 of the Specifications. PLANS PREPARED FOR: � lthll®itp� � City of ��� 0100* CITY COUNCIL: MAYOR: JIM THROGMORTON AT LARGE: BRUCE TEAGUE DISTRICT A: PAULINE TAYLOR AT LARGE: ROCKNE COLE DISTRICT B: SUSAN MIMS AT LARGE: MAZAHIR SALIH DISTRICT C: JOHN THOMAS PLANS PREPARED BY: ANDERSONOBOGERT STA: LOCATION MAP NOT TO SCALE SEC. 9 &SEC. 10, T79N, R06W 1{ -. . °'�- Z vi �. C 1 YJ:t.i :.1 �y,/ F � �.' O �- Y .rcAA fTl 1 * Z 1r"�4 fi N ,I `', 4�4�; zit ^t m PROJECT,'v- k; r`:0 LOCATION';? 1 t IBURLINGTON ST ],._,,,_''�f} 77 END STA 65+08.16 BEGINNING 50+00 00 1 �j t T. RR CROSSING • ry ` 1 COURT ST ram+ #840190Y � ag,v,,a'tr k g � �&-,p:'. � i 1 r f + t • A �+ ! A'' a :� I � _u no' 10WA= ONE CALL f CALL BEFORE YOU DIGI `a 1-800-292-8989 IOWA DOT STANDARD ROAD PLANS The following Standard Road Plans apply to constnElion work on Irisprolect. Number Date Title ; AS OUTLINED IN STANDARD TABULATION 105-4; SHEET A.2 ." CITY OF IOWA CITY THIS ENGINEERING DOCUMENT IS RECOMMENDED FOR FILING WITH THE CITY CLERK CI ENGINEER DATE 1 hereby certify that this Engineering document was prepared by �O�ESS (O� me or under my direct personal supervision and that I am a duly 0 ` `(��Z UcEpm d Engineer under the laws of the State of Iowa. r BRYAN J. I JANSSEN Im BryarT. Janssewrowa Reg No.21975 21975 i .am My License renewal date Is Decerpber�, 2019 L Pages covered by this seal: U 0 IROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 I JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)--3H-52 1 SHEET NUMBER A,1 I LEGEND Existing Proposed - - ACC / PCC / Curb -- Gravel / Drive / Sidewalk Building - - -- Centerline CAN — - - -c- - - - c- - - - c- - Electric (Underground) ----e----a----e- --- Electric (Overhead) ----oNE----a1E----a+e- y_,F _ _ _,, _.--. Fiber Optic Cable - - - - F - - - - F — — — — F — — — — F- ----- --._ s------_ -- v^, ---- - Force Main FM FM Gas ----a----a---- -- a - Sanitary Sewer (Size Unknown) 6" Sanitary Sewer 6" SS - 8" Sanitary Sewer 6" SS 5 Storm Sewer (Size Unknown) ---sr---sr---sr— " 6" Storm Sewer 6" ST 12" ,T`------- - 12" Storm Sewer 12" ST --------;' sr)- 15" Storm Sewer 15" ST CIL 18" Storm Sewer 18" ST - --'z," s ; --- .-- 24" Storm Sewer 24" ST - (50" s )- ------ --- 30" Storm Sewer 30" ST -- •' s��d,,,� --- - 4" Subdrain 4" SubdroM o' S.,odrah 6" Subdrain 6" Subdrain Steam ----s----s----s----s- (T)- — -(; Telephone ----T -- - -T - - - -T — ---;w>/-------------;w;---------- Water (Size Unknown) w W — ;a" ,------- w 8" Water ea.. W -- --- ---" 01, All -- - 10" Water 10" W 8" Water Abandoned - - - -- 12" Water Abandoned -_ - Fence —■—x—■—■— Wall - - - zcw ------ Right of Way ROW ----- ---- -- Utility Easement Temporary Construction Easement --------------- Boundary Line — — — Adjoining Lot Line — — Section Line ....................... Proposed Property Lot Line Building Setback Grading Limits Light Pole w/o Mast Fire Hydrant Utility Pole --, Guy Anchor Telephone Pedestal OO Handhole Utility/Control Cabinet Drainage/Sanitary/Utility Manhole ORS Grate Intake ® OR® 7,r'' RA-3 or RA-5 Intake g RA-6 Intake ---=- - RA-8 Intake Valve, Water or Gas pQ Valve Manhole Cleanout, Storm or Sanitary y Water Blowoff Flared End Section ___C3 Benchmark Vuu Soil Boring V - <- Light Pole w/ Most o -^ Traffic Signal a— Mailbox 0 Bollard O CAN Pedestal 10 Sign n,_ Well O Deciduous Tree Coniferous Tree Bush 0 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 I FISCAL YEAR 2019 IOWA DOT STANDARD ROAD PLANS 105 4 10-18-11 The following Standard Road Plans apply to construction work on this project. Number Date Title DR-303 10-17-17 SUBDRAINS LONGITUDINAL EC-201 10-15-19 SILT FENCE EC-204 04-18-17 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICES EW-403 04-18-17 TEMPORARY EROSION CONTROL MEASURES MI210 10-20-15 PCC DRIVEWAYS AND ALLEYS MI220 10-20-15 DETECTABLE WARNINGS AND PEDESTRIAN RAMP PM-110 10-16-18 LINE TYPES PM-111 04-21-15 SYMBOLS AND LEGENDS PM-650 10-15-19 MULTI -LANE ROADWAY W ITH TWO-WAY LEFT TURN LANE PV-101 04-16-19 JOINTS PV-102 10-18-16 PCC CURB DETAILS PV-103 04-19-11 MANHOLE BOXOUTS IN PCC PAVEMENTS PV-201 10-15-19 MANHOLE BOXOUTS IN HMA PAVEMENT AND HMA OVERLAYS PV-204 10-17-17 HMA RAILROAD APPROACH SECTION S1101 04-19-16 LOCATIONS -TYPE 'A' SIGNS rya SV131 10-18-16 INSTALLATION -TYPE W SIGNS SI-881 4-16-19 SPECIAL SIGNS FOR WORKZONES SW-101 04-17-18 TRENCH BEDDING AND BACKFILL ZONES '= SW-102 04-16-19 RIGID GRAVITY PIPE TRENCH BEDDING SW-104 04-17-18 PRESSURE PIPE TRENCH BEDDING t^- SW-301 04-17-18 CIRCULAR SANITARY SEWER MANHOLE Im SW-509 04-17-18 DOUBLE OPEN -THROAT CURB INTAKE, SMALL BOX SW-541 04-17-18 OPEN -THROAT CURB INTAKE UNDER PAVEMENT J - SW-542 04-17-18 EXTENSION UNIT FOR OPEN -THROAT CURB INTAKE UNDER PAVEMENT •• SW-601 04-21-15 CASTINGS FOR SANITARY SEWER MANHOLES TC-1 10-15-19 WORK NOT AFFECTING TRAFFIC TWO-LANE OR MULTILANE TC-202 04-21-15 WORK WITHIN 15 FT OF TRAVELED WAY TC-233 10-17-17 PAVEMENT MARKING OPERATIONS TWO-LANE TC-251 10-15-19 TEMPORARY ROAD CLOSURE TC-252 04-19-16 ROUTES CLOSED TO TRAFFIC TC-283 10-15-19 SURVEYING OPERATIONS TC-402 04-21-15 WORK WITHIN 15 FT OF TRAVELED WAY TC-419 10-16-18 LANE CLOSURE ON UNDIVIDED HIGHWAY TC-433 10-17-17 PAVEMENT MARKING OPERATIONS TC-482 10-15-19 UNEVEN LANES TC-601 10-15-19 PEDESTRIAN DETOUR JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 I SHEET NUMBER A.2 a N 0 N 0 ., 1 TABLE OF QUALITY LEVEL OF UTILITY INVESTICATION IN ACCORDANCE WITH Cl/ASCE 38-02 UTILITY OWNER QUALITY LEVEL COMMUNICATION DUCTS (UNDERGROUND) CENTURY LINK, IOWA COMMUNICATION NETWORK, MEDIACOM B STREET LIGHT POLES CITY OF IOWA CITY B UNDERGROUND POWER ALLIANT ENERGY B OVERHEAD POWER ITC B SANITARY AND STORM SEWER CITY OF IOWA CITY/UNIVERSITY OF IOWA C WATER MAIN CITY OF IOWA CITY/UNIVERSITY OF IOWA B/C GAS MAIN MIDAMERICAN B TRAFFIC SIGNAL FIXTURES CITY OF IOWA CITY B TRAFFIC SIGNAL CONDUITS CITY OF IOWA CITY B UNDERGROUND STEAM TUNNELS UNIVERSITY OF IOWA C UNDERGROUND FIBER DUCT UNIVERSITY OF IOWA B UNDERGROUND UTILITY DATA THESE DESIGN DRAWINGS HAVE INCORPORATED UNDERGROUND UTILITY INFORMATION BASED UPON SUBSURFACE UTILITY ENGINEERING PRACTICES AND STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA (Cl/ASCE 38-02). A BRIEF DESCRIPTION OF THE FOUR QUALITY LEVELS OF SUBSURFACE UTILITY ENGINEERING DATA IS PROVIDED BELOW. REFER TO Cl/ASCE 38-02 FOR DETAILED INFORMATION ON THE TASKS INVOLVED IN EACH QUALITY LEVEL. QUALITY LEVEL A. QUALITY LEVEL A PROVIDES THE HIGHEST LEVEL OF ACCURACY. QUALITY LEVEL A INVOLVES POTHOLING UTILITIES AS WELL AS ACTIVITIES IN QUALITY LEVELS B, C, AND D. THE LOCATED UTILITY IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND PROFILE INFORMATION. QUALITY LEVEL B. QUALITY LEVEL B INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND COLLECTING INFORMATION THROUGH A SURVEY METHOD. QUALITY LEVEL B INCLUDES QUALITY LEVEL C AND D TASKS. QUALITY LEVEL C. QUALITY LEVEL C INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HAND -HOLES, UTILITY VALVES AND METERS, FIRE HYDRANTS, PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO CREATE COMPOSITE DRAWINGS. QUALITY LEVEL C INCLUDES QUALITY LEVEL D TASKS. QUALITY LEVEL D. QUALITY LEVEL D PROVIDES THE MOST BASIC LEVEL OF INFORMATION. QUALITY LEVEL D INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICE MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, AND CONSTRUCTION PLANS. ..................................... NOTE TO CONTRACTOR ..................................... NO UNDERGROUND ELECTRICAL SUBSURFACE UTILITY INFORMATION WAS PROVIDED TO THE ENGINEER AND AS A RESULT THESE PLANS DO NOT PROVIDE SUBSURFACE ELECTRICAL UTILITY INFORMATION. ..................................... NOTE TO CONTRACTOR .................................... UTILITY COORDINATION SHALL BE IN ACCORDANCE WITH ARTICLE 1107.15 UTILITY AND EMERGENCY PHONE NUMBERS JOHNSON COUNTY SECONDARY ROADS ENGINEERING DIVISION (319) 356-6046 SHERIFF DEPARTMENT BUSINESS (319) 356-6020 EMERGENCY 911 IOWA CITY POLICE DEPARTMENT BUSINESS (319) 356 - 5275 EMERGENCY 911 IOWA CITY FIRE DEPARTMENT BUSINESS (319) 356 - 5060 EMERGENCY 911 ONE CALL (UTILITIES) (800) 292 - 8989 IOWA DEPARTMENT OF TRANSPORTATION DISTRICT ENGINEER (319) 364 - 0235 MAINTENANCE GARAGES (319) 365 - 3558 MEDIACOM (319) 395 - 9699 SOUTH SLOPE (319) 626 - 2211 MID AMERICAN ENERGY (563) 333 - 8186 CENTURY LINK (319) 399 - 7407 ALLIANT ENERGY 319 286 - 1314 Utility Company Contact Phone M Notes Terratech Tim Carone 947-812-2247 Centurylink Jonathan Soenksen Mediacom Tim Eagan Cell 319-350-3679 Mid -American Gas Joseph J Retek Jr 319-341-4461 Windstream David Ackerman 319-790-1464 One -Call Contact City of Iowa City Water Chris Parizek 319-356-5056 Mid -American Electric Jason Warren office:319-341-4425 cell: 319-330-7301 U of I Fiber Chris Hatland 319-335-1357 U of I Utilities (Water, Steam, Electric) Doug Moore 319-335-1296 31S 631-9354locate contact Unite Fiber Verizon John Bachelder One -Call Contact JoCo Bill Horning 314356-6080 One -Call Listed IMON Lennie Marner 319-261-4640 One -Call Listed ICN Shannon Marlow 626-836-5503 One -Call listed 111-01 04-17-12 COORDINATED OPERATIONS Other work in progress during the same period of time will include the construction of the projects listed. Coordinate operations With those of other contractors working within the same area. Project Type of Work Construct New Facility, underground utilities, University of Iowa - Stanley Museum of Art sidewalk, streetscaping University of Iowa - Old Capitol Tunnel Project Underground utilities, sidewalk, streetscaping ' ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 I JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 I SHEET NUMBER A.3 I O POLLUTION PREVENTION PLAN System (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System (NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution Prevention Plan (PPP). This Base PPP includes information on Roles and Responsibilities, Project Site Description, 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. Is signature authority on the Base PPP. B. Contractor: 1. Signs a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP. All 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. Designates a Water Pollution Control Manager (WPCM), who has the duties and responsibilities as defined in Section 2602 of the Standard Specifications. 3. Submits an Erosion Control Implementation Plan (ECIP) and ECIP updates according to Section 2602 of the Standard Specifications. 4. Installs and maintains appropriate controls. This work may be subcontracted. 5. Supervises and implements good housekeeping practices. 6. Conducts joint required inspections of the site with inspection staff. When Contractor is not mobilized on site, Contractor may delegate this responsibility to a trained or certified subcontractor. Contracting Authority also may waive joint inspection requirement during winter shutdown. In both circumstances, WPCM (or trained or certified delegate from the Contractor) is still responsible to review and sign inspection reports. 7. Complies with training and certification requirements of Section 2602 of the Standard Specifications. C. Subcontractors: 1. Sign a co-permittee certification statement adhering to the requirements of the NPDES permit and this PPP if responsible for sediment or erosion controls or involved in land disturbing activities. All 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. Implement good housekeeping practices. D. RCE/Project Engineer: 1. Is Project Storm Water Manager. 2. On projects where DOT is the Contracting Authority, is current with erosion control training or certification. 3. Takes actions necessary to ensure compliance with storm water requirements including, where appropriate, issuing stop work orders, and directing additional inspections at construction project sites that are experiencing problems with achieving permit compliance. 4. Orders the taking of measures to cease, correct, prevent, or minimize the consequences of non-compliance with the storm water requirements of the Applicable Permit. 5. Supervises all work necessary to meet storm water requirements at the Project, including work performed by contractors and subcontractors. 6. Requires employees, contractors, and subcontractors to take appropriate responsive action to comply with storm water requirements, including requiring any such person to cease or correct a violation of storm water requirements, and to order or recommend such other actions as necessary to meet storm water requirements. 7. Is familiar with the Project PPP and storm water site map. S. On projects where DOT is Contracting Authority, is responsible for monitoring inspection reports on a monthly basis, to determine whether deficiencies identified in inspection reports were adequately and timely addressed, and if not, has the authority and responsibility to direct immediate actions to correct the deficiencies. 9. Is the point of contact for the Project for regulatory officials, Inspector, contractors, and subcontractors regarding storm water requirements. le. Is signature authority on Notice of Discontinuation. E. Inspector: 1. Updates 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. Maintains an up-to-date record that identifies contractors and subcontractors as co-permittees. 3. Makes these plans available to the DNR upon their request. 4. Conducts joint required inspections of the site with the contractor/subcontractor. S. Completes an inspection report after each inspection. 6. Is signature authority on storm water inspection reports. II. PROJECT SITE DESCRIPTION A. This Pollution Prevention Plan (PPP) is for the construction of PCC paving, widening, sidewalks and driways, HmA paving, and overlay, curbs, storm and sanitary sewer and water main for Burington St, NHSX-001-5(120)--3H-52 for approximately 0.29 mile between US HWY.6/5 Riverside Dr. and S Clinton St. in Iowa City, Johnson County, Iowa. B. This PPP covers approximately 1.8 acres with an estimated 1.0 acre being disturbed. The portion of the PPP covered by this contract has 1.0 acre disturbed. C. The PPP is located in an area of 2 soil association (Bertrand silt loam and Fayette silt loam). The estimated weighted average runoff coefficient number for this PPP after completion will be 8.82. 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 in C sheets. S. Locations of Non-structural Controls - Tabulations in C sheets. 6. Locations of Stabilization Practices - Generally within construction limits shown on Plan and Profile sheets. 7. Surface Waters (including wetlands) - Project Location Map and Plan and Profile sheets. 8. Locations where Storm Water is Discharged - Plan and Profile sheets. E. The base storm water site map is amended by contract modifications and progress payments (fieldbook entries) of completed erosion control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be documented by fieldbook entries. F. Runoff from this work will flow into the Iowa River. III. CONTROLS A. The Contractor's ECIP specified in Article 2602,03 of the Standard Specifications 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. Sections 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. Actual quantities used and installed locations 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 1189.03 paragraph B of the Standard Specifications. 1. ER05ION AND SEDIMENT CONTROLS a. Stabilization Practices 1) Site plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. 2) Initialize stabilization of disturbed areas immediately after clearing, grading, excavating, or other earth disturbing activities have: a) Permanently ceased on any portion of the site, or b) Temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. 3) Staged permanent and/or temporary stabilizing seeding and mulching shall be completed as the disturbed areas are completed. Incomplete areas shall be stabilized according to paragraph III, C, 1, a, 2, b above. 4) Permanent and Temporary Stabilization practices to be used for this project are located in the Estimated Project Quantities (100-OA, 100-SA, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets. Typical drawings detailing construction of the practices to be used on this project are referenced In the Standard Road Plans Tabulation (105-4) in the C sheets. 5) Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (100-BA, 100-IA, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets. Additional information may be found in Tabulations in the C or T sheets or is referenced in Section 2105 of the Standard Specifications. 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. Additionally, structural practices may include: silt basins that provide 36e0 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw water from surface when discharging basins, and controls to direct storm water to vegetated areas. 2) Structural practices to be used for this project are located in the Estimated Project Quantities (100-0A, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located in the C sheets, as well as all other item specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found in the B sheets or are referenced in the Standard Road Plans Tabulation (105-4) located in the C sheets. c. Storm Water Management 1) Pleasures shall be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed. This may include velocity dissipation devices at discharge locations and along lengths of outfall channel as necessary to provide a non -erosion velocity flow from structure to water course. If included with this project, these items are located in the Estimated Project Quantities (100-OA, 100-IA, or 100-1C) and Estimate Reference Information (leO-4A) located in the C sheets, as well as all other item specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road Plans Tabulation (105-4) in the C sheets. The installation of these devices may be subject to Section 404 of the Clean Water Act. OTHER CONTROLS a. Contractor disposal of unused construction materials and construction material wastes shall comply with all 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 and 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. S) Spill Prevention and Control - Implement chemical spill and leak prevention and response 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 - Waste shall not be discharged to a surface water and is not allowed to adversely affect a water of the state. Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide directions to truck drivers where designated washout facilities are located. Designated washout areas should be located at least SB feet away from storm drains, streams or other water bodies. Care should be taken to ensure these facilities do not overflow during storm events. 7) Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on foreslopes or removed from the project. B) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all environment laws such as proper storage of on site fuels and proper disposal of used engine oil or other fluids on site. Employ washing practices that prevent contamination of surface and ground water from wash water. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge. 9) Litter f•,anagxrt - Ensure employees properly dispose of litter. Minimize exposure of trash if exposure to precipitation or storm water would result in a discharge of pollutants. le) Dewatering - Properly treat water to remove suspended sediment before It re-enters a waterbody or discharges off -site. Measures are also to be taken to prevent scour erosion at dewatering discharge point. 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. 5. Review of 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. Identification of 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 within 3 calendar days of the inspection and complete within 7 calendar days following the inspection. If it is determined that making the' corrections less than 72 hours after the inspection Is impracticable, it should be documented why it is impracticable and indic"3 y an estimated date by which the corrections will be made. L VI. NON-STOR14 WATER DISCHARGES '( This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge fr." i these features may be controlled by the use of headwalls or blocks, Class A stone, erosion stone or other appropriate materials.` This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III PPP. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (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, storm water monitoring inspection reports, and fieldbook entries made by the inspector. C. IOR - Inspector's Daily Report - this contains the inspector's daily diary and bid item postings. 0. 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. Also called Best Management Practices (BMPs). E. Signature Authority - Representative authorized to sign various storm water documents. --------------------------------------------------------------------------------------------------------------------------------- CERTIFICATION STATEMENT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing vW ations. n Signature Br an 3. nsx .E. Pr or Typed N m Signature Jason4 chart. P.E. Printed or Typed Name N Ln Q N 0 0 1 X V) Z FAI 0 a 0 LLJ 0 LLI 0 u) ti w i 0 V) 4-C IZ 0 I� m I ROAD DESIGN • CADD • PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER A.4 I EXISTING ROW 80' co BIKE LANE 1.5' BUFFER LANE VARIES VARIES 5.7' 0 14.0' 6" IMPORTED — — — V RIE BASELINE SAWCUT WEST OF TOPSOIL AND SOD �--- RAILROAD FOR WIDENING --r30 BT-3 JOINT 9" PCC PAVEMENT WIDENING WITH EXISTING CURB (TYP.) 6" STANDARD CURB 6" SPECIAL BACKFILL (TYP.) 3 0 Of PROPOSED VARIES EXISTING VARIES 11.0' 11.0' 11.0' t t I PROFILE GRADE TYPICAL CROSS SECTION Burlington Street Sta. 55+52.67 to Sta. 56+58.35 (Not to Scale) VARIESPER PLAN CROWN VARIES VARIES® BIKE LANE VARIES - 5.9' • EXISTING CURB (TYP.) p VARIES FROM -2% TO STA 55+52.67 TO STA 56+10.40. TRANSITION FROM -2% AT STA 56+10.40 TO 0.66% AT STA 56+31.12. SEE K SHEETS FOR FRONT STREET INTERSECTION EXISTING ROW 96.0' EXISTING 61' B-B PROPOSED _ VARIES BIKE LANE 11.0' 11.0' VARIES p 5.2'" 0 o t t - VARIES I VARIES n 9" PCC PAVEMENT (FRONT STREET)_/ 6" SPECIAL BACKFILL---/ PROFILE 18" BEAM CURB SEE K SHEETS GRADE 12" HMA© SEE STANDARD ROAD PLAN PV-102 PI TYPICAL CROSS SECTION Burlington Street Sta. 56+58.35 to Sta. 57+01.30 (Not to Scale) ry C= w C? t'7 !y (DMATCH EXISTING PAVEMENT. VARIES FROM 1.8% NOM. AT STA 56+58.35 TO 1.2% NOM. AT STA 57+00.30 SEE K SHEETS O MATCH EXISTING PAVEMENT. VARIES FROM -1.5% NOM. AT STA 56+58.35 TO -1.2% NOM. AT STA 57+01.30 SEE K SHEETS m HMA DEPTH IS 16" FROM STA 56+95.70 TO STA 57+01.30 PER STANDARD ROAD PLAN PV-204 CV Ln I I I O CV Ln I O O 1 x Cn S z LL CE 0 U7) 1 ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 I SHEET NUMBER 13.1 1 d N rn i 0 i ro 3 m� 0 0 i N .0 N / 0 0 n N 0 U Q 0 to g U m WIDTH VARIES FROM 10.6' AT STA 57+ 10.16 TO 8.3' AT STA 57+31 .33 ® HMA DEPTH IS 16" FROM STA 57+1 1.23 TO STA 57+16.75 PER STANDARD ROAD PLAN PV-204 OVARIES FROM -1.2% AT STA 57+11.23 TO 2% AT STA 57+66.09 p VARIES FROM -1.2% AT STA 57+1 1.23 TO 1.5% AT STA 57+66.09 $ VARIES SEE K SHEETS 6" IMPORTED TOPSOIL AND SOD. WHERE MULCH IS PRESENT, RESTORE WITH 6" OF MULCH WOOD CHIPS. DO NOT DISTURB PLANTS. VARIES SEE T SHEETS VARIES -- r- 3.0' 9" PCC PAVEMENT WIDENING WITH 9" STANDARD CURB (TYP.) SEE CURB DETAIL ON SHEET B.6 BIKE LANE VARIES O' j� 1.5' BUFFER LANE __ - 11.0' 11.0' CROWN - EXISTING ROW 80, PROPOSED VARIES 68.5' - 70.5' EXISTING 61' B-B BIKE LANE Wlf\TL \IA L91C[ 11.0' 11.0, 11.0, 1 t t VARIES 12" HMA® 1 PAVEMENT (2" SURFACE, 10" BASE) ..,7 _ VARIES© -EXISTING CURB (TYP.) HMA OVERLAY (1" INTERLAYER & 2" SURFACE) GRADE 6" SPECIAL BACKFILL TYPICAL CROSS SECTION Burlington Street Thru Front St Intersection Sta. 57+11.23 to Sta. 57+66.09 (Not to Scale) EXISTING ROW 80' PROPOSED VARIES 9" PCC PAVEMENT FRONT STREET SEE K SHEET -6" SPECIAL BACKFILL OR KT-2 JOINT PROVIDE 1.0' WIDE MINIMUM THICKENED EDGE WHERE 9" PCC PAVEMENT MATCHES THICKER HMA PAVEMENT (INCIDENTAL TO PCC PAVEMENT BID ITEM.) 70.5' - 69' B-B � EXISTING %wo 59' B-B z S"1 C:) ' 1.5' BUFFER LANE 1.5' BUFFER LANE 5.5 5.5' BIKE 11.0, 11.0, 11' 11.0, - 11.0, BIKE LANE LANE 3 0 zz ` Co 4.0' PAVER EDGE ALIGNMENT AND PROFILff_D NOM VARIES t t 4.0' SEE T SHEETS VARIES 26.25' 28.75' NOM 1 3" HMA OVERLAY EXISTING LANDSCAPE AREA VARIES CROWN (1" INTERLAYER & EXISTING VARIES �DO NOT DISTURB 6" IMPORTED TOPSOIL AND SOD. - _ 2% VARIES VARIE® 2" SURFACE) CURB (TYP.) 2% WHERE MULCH IS PRESENT, RESTORE WITH 6" OF MULCH WOOD CHIPS. DO NOT DISTURB PLANTS. 18" PAVER EDGE ,�;� x�.�n * = � ��"- � - � � ' �� SEE DETAIL ON SHEET U.2 BT-3 JOINT PROFILE BT-3 JOINT GRADE DECORATIVE BRICK PAVERS 6" SPECIAL BACKFILL (TYP.) 6" SPECIAL BACKFILL (TYP.) SEE DETAIL SHEET B.6 9" PCC PAVEMENT WIDENING WITH 9" CURB AND GUTTER (TYP.) 9" STANDARD CURB (TYP.) BEGINS STA. 57+35.68 SEE CURB DETAIL SHEET U.2 9" PCC PAVEMENT WIDENING SEE K SHEETS FOR STATIONING TYPICAL CROSS SECTION SEE CURB DETAIL SHEET B.6 O WIDTH VARIES FROM 8.5' AT AND ELEVATIONS SEE K SHEETS FOR STATIONING STA 57+66.09 TO 7' AT STA 58+26.32 Burlington Street AND ELEVATIONS Sta. 57+66.09 to Sta. 60+73.92 ®MATCH EXISTING CROSS SLOPE (Not to Scale) OVARIES PER PAVER EDGE ALIGNMENT AND PROFILE ROAD DESIGN CADD PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER 6,2 80.0' EXISTING ROW EXISTING EXISTING BUILDING FACE 0 VARIES 5.0' EXISTING LANDSCAPE AREA INTALL APPROXIMATELY 3" OF WOOD 1 .5% MULCH CHIPS FROM SIDEWALK TO I BUILDING FACE PROFILE GRADE FRONT OF WALK_ PROPOSED 4" PCC SIDEWALK THICKENED SIDEWALK EDGE (TYP.) SEE DETAIL SHEET B.6 6" SPECIAL BACKFILL (TYP.) 3 0 5.0' MATCH EXISTING DRIVEWAY- ---___,__", �2 14.0' 1 VARIES PER FROry i OF WALK ALIGNMENT 3" HMA OVERLAY (1" INTERLAYER �& 2" SURFACE) EXISTING CURB (TYP.) DECORATIVE BRICK PAVERS (TYP.) SLOPE VARIESO SEE DETAIL SHEET B.6 14.0' 1 VARIES PER OF WALK ALIGNMENT 3" HMA OVERLAY (1" INTERLAYER & 2" SURFACE) 61.0' B-B PROPOSED 61.0' B-B 11.0, 11.0, 11.0' 14.0' - t t 20.65' 10.0' I CROWN BT-3 JOINT PROFILE FULL DEPTH SAW CUT GRADE ALONG EXISTING JOINT 6" SPECIAL BACKFILL (TYP.) PROPOSED WATER MAIN (TYP.) SEE STANDARD ROAD PLAN SW-104, CLASS P-1 PIPE - BEDDING. BACKFILL WITH GRANULAR BACKFILL. TYPICAL CROSS SECTION Burlington Street Sta. 61 +90.89 to Sta. 62+92.18 80.0' EXISTING ROW EXISTING 61.0' B-B PROPOSED 61.0' B-B 1 1.0' - 11.0' 11.0' t 20.65' I CROWN 2% 14.0' t 10.0' 2%_ 0 1.5' CURB AND GUTTER WITH 4" CURB r SEE DETAIL SHEET U.2 HMA PARKING LOT �.•"`" 8" HMA PAVEMENT (6" BASE, 2" SURFACE) 6" SPECIAL BACKFILL (TYP.) 1 THICKNESS VARIES UNDER SIDEWALK AND BRICK PAVERS PROPOSED 4" PCC SIDEWALK PROFILE GRADE FRONT OF WALK 9" CURB AND GUTTER (TYP.) 4.5" DROP CURB AND GUTTER AT DRIVEWAYS (SEE L SHEETS) 9" PCC PAVEMENT WIDENING SEE CURB DETAIL ON SHEET U.2 SEE K SHEETS FOR STATIONING AND ELEVATIONS © VARIES PER SIDEWALK PROFILE O MATCH EXISTING CROSS SLOPE ry o _ n i + i 0 1.5' CURB AND GUTTER WITH 4" CURB' ` C-9 SEE DETAIL SHEET U.2 y Ca I t� E•��3C���lC� � _�� G HMA PARKING LOT 8" HMA PAVEMENT (6" BASE, 2" SURFACE) PROFILE GRADE FRONT OF WALK PROPOSED 9" CURB AND GUTTER (TYP.) PROFILE BT-3 JOINT " 4r4 N 6" SPECIAL BACKFILL (TYP.) 4" PCC SIDEWALK 4.5" DROP CURB AND GUTTER GRADE FULL DEPTH SAW CUT 1' THICKNESS VARIES UNDER SIDEWALK AND BRICK PAVERS AT DRIVEWAYS (SEE L SHEETS) ALONG EXISTING JOINT PROPOSED 4" PCC SIDEWALK THICKENED SIDEWALK EDGE (TYP .) SEE DETAIL SHEET B.6 DECORATIVE BRICK PAVERS (TYP.) SLOPE VARIES 6" SPECIAL BACKFILL (TYP.) PROFILE GRADE FRONT OF WALK SEE DETAIL SHEET B.6 9" CURB AND GUTTER (TYP.) 6" SPECIAL BACKFILL (TYP.) PROPOSED WATER MAIN (TYP.) 4.5" DROP CURB AND GUTTER AT DRIVEWAYS (SEE L SHEETS) THICKNESS VARIES UNDER 9" PCC PAVEMENT WIDENING BRICK PAVERS TYPICAL CROSS SECTION SEE K SHEETS FOR STATIONING AND ELEVATIONS Burlington Street O VARIES PER SIDEWALK PROFILE Sta. 62+92.18 to Sta. 63+27.04 ®MATCH EXISTING CROSS SLOPE ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER B.3 MATCH EXISTING DRIVEWAY PROFILE GRADE FRONT PROPOSED 4" PCC SIDE' THICKENED SIDEWALK EDC SEE DETAIL ON SI• DECORATIVE BRICK P SEE DETF 80.0' EXISTING ROW PROPOSED 61.0' B-B EXISTING 61.0' B-B TYPICAL CROSS SECTION Burlington Street Sta. 63+27.04 to Sta. 64+49.63 (Not to Scale) 80.0' EXISTING ROW PROPOSED 61.0' B-B EXISTING 61.0' B-B GRADE TO EXISTING RIGHT-OF-WAY 4:1 MAX USED 4" PCC SIDEWALK E FRONT OF WALK 'ITH 9" CURB AND GUTTER (TYP.) J DRIVEWAYS (SEE L SHEETS) Amn FI P\inTIntic OVARIES PER SIDEWALK ALIGNMENT & PROFILE ®SIDEWALK WIDTH REDUCES TO 5.0' AT STA. 63+56.87 ®MATCH EXISTING CROSS SLOPE 14.0' 11.0, 11.0, 11.0' 14.0' N ca LAO- 3:: 1 1 t t VARIESp 0 0 2.0' 10.0' 5.0' 5.0' 4.0' Cm'i`} 12" HMA PAVEMENT CROWN MATCH EXISTING DRIVEWAY (2" SURFACE, I 3" HMA OVERLAY W 1.5% TYP. 10" BASE) (1" INTERLAYER & 2" SURFACE) p 1.5% TYP. �` W 2.07MAX.VAR E V ® ® VARIES 2.0 MMAX. O VARIES VARIE 2% GRADE TO EXISTING RIGHT OF WAY PROFILE GRADE FRONT OF WALK 4:1 MAX PROPOSED 4" PCC SIDEWALK �' n,. z. r7 - ... t�� �� �"r s� n �r�� � PROPOSED 4" PCC SIDEWALK THICKENED SIDEWALK EDGE (TYP.) 3 PROFILE GRADE 3' PROFILE GRADE FRONT OF WALK SEE DETAIL ON SHEET B.6 6" SPECIAL BACKFILL (TYP.) 9" PCC PAVEMENT WIDENING WITH 9" CURB AND GUTTER (TYP.) 6" CURB AND GUTTER (TYP.): DECORATIVE BRICK PAVERS (TYP.) PROPOSED WATER MAIN (TYP.) 4.5" DROP CURB AND GUTTER AT DRIVEWAYS (SEE L SHEETS) SEE DETAIL SHEET B.6 SEE K SHEETS FOR STATIONING AND ELEVATIONS SPECIAL BACKFILL (TYP.) TYPICAL CROSS SECTION Burlington Street Sta. 64+49.63 to Sta. 64+96.83 OVARIES PER SIDEWALK ALIGNMENT & PROFILE (Not to Scale) ®SEE K SHEETS ROAD DESIGN ' CADD " PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY TPROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER 13.4 0 Ch EXISTING CURB (TYP.)� 80.0' EXISTING ROW PROPOSED 61' B-B EXISTING 61' B-B 14.0' —11.0' 11.0' t I CROWN 14.0' 9" PCC WIDENING WITH 6" STANDARD CURB (TYP.) VARIES BT-3EMT FULL DEPTH SAW CUT ALONG EXISTING JOINT REFER TO K SHEETS FOR LOCATION 6" SPECIAL BACKFILL (TYP.) PROPOSED WATER MAIN (TYP TYPICAL CROSS SECTION Burlington Street Sta. 64+96.83 to Sta. 65+35.73 (Not to Scale) ARIESO ® 2.0' 5.0' 1.5% TYP. VARIESO 2.0% GRADE TO EXISTING �— MAX. RIGHT-OF-WAY 4:1 MAX 3' �I PROPOSED 4" SIDEWALK PROFILE GRADE FRONT OF WALK 6" IMPORTED TOPSOIL AND SOD OVARIES PER SIDEWALK ALIGNMENT & PROFILE OSIDEWALK WIDTH REDUCES TO 4.0' AT STA. 65+35.63 O w �_- 3j � ' --iC m O y W A W t ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER 6.5 ' a EXISTING PCC -PAVEMENT 'BT-T JOINT IF EXISTING PCC PAVEMENT IS PRESENT TO DOWEL INTO 6" SPECIAL BACKFILL i TYPICAL BURLINGTON ST 9" PCC CURB DETAIL (6" EXPOSED) LOCATIONS WHERE ADJACENT, EXISTING PAVEMENT DOES PERMIT 'BT-3' JOINT (Not to Scale) FORM GF ELEVA �R 9" STANDARD CURB VARIES 6' PER PLAN 1" DIA. WEEP HOLE THROUGH PCC BASE. SPACED AT 50' INTERVALS. PLACE AT LOW POINTS. PLACE 2'X2' SQUARE OF GEOTEXTILE FABRIC OVER HOLE PRIOR TO PLACING SAND SETTING BED. 2.75" BRICK PAVERS WITH HAND 0.5' SWEPT JOINTS 1' 4" PCC EXPANSION JOINT (TYP.) SIDEWALK 9" STANDARD PCC CURB* 2.0% PROPOSED PAVEMENT 3' 6" SPECIAL BACKFILL -' L-6" PCC BASE COMPACTED SUBGRADE 1" SAND SETTING BED EXPANSION JOINT (TYP.) 14" SPECIAL BACKFILL INSTALL 6" WHERE EXISTING CURB IS PRESENT DECORATIVE BRICK PAVERS ADJACENT TO SIDEWALK EXISTING CURB 61 fg.89 TO 64+96.99, LEFT 0 D- W O Cn l ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 I FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER BA I Y 1 r� _o CD i"? .� � ) rn -^ W ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER CA ESTIMATED PROJECT QUANTITIES DIVISION 1 =PARTICIPATING ROADWAY ITEMS (STBG,CITY) DIVISION 2 =ROADWAY REHABILITATION ITEMS (3R) DIVISION 3 =NON -PARTICIPATING ROADWAY AND WATER MAIN ITEMS (100%CITY FUNDING) ITEM NO. ITEM CODE ITEM UNIT QUANTITIES ESTIMATED AS BUILT DIVISION 1 DIVISION 2 DIVISION 3 TOTAL DIVISION 1 DIVISION 2 DIVISION 3 TOTAL 1 2102-0425071 SPECIAL BACKFILL CY 562.7 135.3 76.9 774.9 2 2102-2710090 EXCAVATION, CLASS 10, WASTE CY 704.1 135.3 76.9 916.3 3 2105-8425005 TOPSOIL, FURNISH AND SPREAD CY 168.2 168.2 4 2113-0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID SY 643.0 162.3 92.2 897.5 5 2201-0505060 BASE, P.C. CONCRETE, 6 IN. SY 355.8 355.8 6 2210-0475290 MACADAM STONE BASE TON 376.2 95.0 54.0 525.2 7 2214-5145150 PAVEMENT SCARIFICATION SY 38.7 38.7 8 2301-1033090 STD/S-F PCC PAV'T, CL C, CL 3 DURABILITY, 9 IN. SY 899.1 384.0 1283.1 9 2301-1033090 STD/S-F PCC PAV'T, CL C, CL 3 DURABILITY, 9 IN., REINFORCED SY 546.5 546.5 10 2301-6911722 PCC PAVEMENT SAMPLE LS 0.8 0.2 1.0 11 2303-0002380 HOT MIX ASPHALT MIXTURE INTERLAYER BASE COURSE, 3/8 IN. MIX TON 266.8 266.8 12 2303-1041750 HOT MIX ASPHALT HIGH TRAFFIC, BASE COURSE, 3/4 IN. MIX TON 88.6 441.4 530.0 13 2303-1043500 HOT MIX ASPHALT HIGH TRAFFIC, SURFACE COURSE, 1/2 IN. MIX, NO SPECIAL FRICTION REQUIREMENT TON 17.0 621.8 638.8 14 2303-1258284 ASPHALT BINDER PG 58-28H HIGH TRAFFIC TON 2.2 63.9 66.1 15 2303-1258346 ASPHALT BINDER PG 58-34E TON 21.4 21.4 16 2304-0100000 DETOUR PAVEMENT SY 63.4 63.4 17 2401-6745354 REMOVAL OF CONCRETE FOOTINGS AS PER PLAN EACH 5.0 5.0 18 2401-6750001 REMOVALS, AS PER PLAN LS 0.5 0.5 1.0 19 2402-0425031 GRANULAR BACKFILL TON 58.5 688.9 747.4 20 2435-0130148 MANHOLE, SANITARY SEWER, SW-301, 48 IN. EACH 3.0 3.0 21 2435-0254100 INTAKE, SW-541 EACH 2.0 2.0 22 2435-0254104 INTAKE, SW-541, TOP ONLY EACH 1.0 1.0 23 2435-0254200 INTAKE EXTENSION UNIT, SW-542 EACH 2.0 2.0 24 2435-0600010 MANHOLE ADJUSTMENT, MINOR EACH 9.0 3.0 12.0 25 2435-0700010 CONNECTION TO EXISTING MANHOLE EACH 2.0 2.0 26 2502-2308100 TRENCH DRAIN LF 16.0 16.0 27 2503-0114215 STORM SEWER GRAVITY MAIN,TRENCHED, RCP 2000D, CLASS III, 15 IN, LF 45.6 45.6 28 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. LF 44.0 44.0 29 2510-6745850 REMOVAL OF PAVEMENT SY 1176.2 895.1 379.E 2450.9 30 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES EACH 5.0 3.0 8.0 ac © n� � p C,? 0 N ROAD DESIGN " CADD " PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER C,2 ESTIMATED PROJECT QUANTITIES DIVISION 1 =PARTICIPATING ROADWAY ITEMS (STBG,CITY) DIVISION 2 =ROADWAY REHABILITATION ITEMS (3R) DIVISION 3 =NON -PARTICIPATING ROADWAY AND WATER MAIN ITEMS (100% CITY FUNDING) ITEM NO. ITEM CODE ITEM UNIT QUANTITIES ESTIMATED AS BUILT DIVISION 1 DIVISION 2 DIVISION 3 TOTAL DIVISION 1 DIVISION 2 DIVISION 3 TOTAL 40 2519-4200190 REMOVAL OF FENCE, DECORATIVE LF 38.8 38.8 41 2523-0000200 ELECTRICAL CIRCUITS LF 1308.0 1308.0 42 2523-0000310 HANDHOLES AND JUNCTION BOXES EACH 6.0 6.0 43 2523-6765009 REMOVE AND REINSTALL LIGHT POLE AND LUMINAIRE EACH 4.0 4.0 44 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EACH 2.0 2.0 45 2524-9276010 PERFORATED SQUARE STEEL TUBE POSTS LF 111.5 111.5 46 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION EACH 5.0 5.0 47 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM SF 57.0 57.0 48 2525-0000100 TRAFFIC SIGNALIZATION LS 1.0 1.0 49 2525-0000120 REMOVAL OF TRAFFIC SIGNALIZATION LS 1.0 1.0 50 2526-8285000 CONSTRUCTION SURVEY LS 0.7 0.2 0.1 1.0 51 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED STA 98.71 54.63 153.34 52 2527-9263131 WET RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA 7.67 41.63 49.30 53 2527-9263137 PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT -BASED EACH 26.0 15.0 41.0 54 2527-9263152 PRE-CUT SYMBOLS AND LEGENDS, REGULAR MARKING TAPE EACH 6.0 6.0 55 2527-9263180 PAVEMENT MARKINGS REMOVED STA 43.75 39.52 83.27 56 2527-9263190 SYMBOLS AND LEGENDS REMOVED EACH 11.0 6.0 17.0 57 2528-8400157 TEMPORARY FLOODLIGHTING LUMINAIRE EACH 1.0 1.0 58 2528-8400256 TEMPORARY TRAFFIC SIGNALS EACH 8.0 8.0 59 2528-8445110 TRAFFIC CONTROL LS 0.7 0.2 0.1 1.0 60 2528-8445113 FLAGGERS EACH SEE PROPOSAL 61 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN PDMS CDAY 14.0 14.0 14.0 42.0 62 2529-2242304 CD JOINT ASSEMBLY EACH 2.0 2.0 63 2529-2242320 CT JOINT ASSEMBLY EACH 2.0 2.0 64 2529-5070110 PATCHES, FULL -DEPTH FINISH, BY AREA SY 38.1 41.0 79.1 65 2529-5070111 PATCHES, FULL -DEPTH FINISH, BY AREA 50 FEET OR GREATER IN LENGTH SY 69.8 69.8 66 2529-5070120 PATCHES, FULL -DEPTH FINISH, BY COUNT EACH 3.0 2.0 5.0 67 2529-8174010 SUBBASE PATCHES SY 107.8 41.0 148.8 68 2533-4980005 MOBILIZATION LS 0.7 0.2 0.1 1.0 69 2552-0000300 TRENCH COMPACTION TESTING LS 0.1 0.9 1.0 70 2554-0112006 WATER MAIN, TRENCHED, CLASS 52 DUCTILE IRON PIPE (DIP), 6 IN. LF 12.0 12.0 71 2554-0112008 WATER MAIN, TRENCHED, CLASS 52 DUCTILE IRON PIPE (DIP), 8 IN. LF 33.0 33.0 72 2554-0112012 WATER MAIN, TRENCHED, CLASS 52 DUCTILE IRON PIPE (DIP), 12 IN. LF 335.0 335.0 73 2554-0132008 WATER MAIN WITH CASING PIPE, TRENCHED, DUCTILE IRON PIPE (DIP), 8 IN. LF 20.0 20.0 74 2554-0203000 FITTINGS BY WEIGHT, DUCTILE IRON, CLASS 52 LB 460.0 460.0 75 2554-0207006 VALVE, GATE, DIP CLASS 52,6 IN. EACH 1.0 1.0 76 2554-0208012 TAPPING VALVE ASSEMBLY, 12 IN. EACH 1.0 1.0 77 2554-0211000 FLUSHING DEVICE BLOWOFF EACH 1.0 1.0 78 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS LS 1.0 1.0 79 2595-0005115 RAILROAD PROTECTIVE LIABILITY INSURANCE FOR CEDAR RAPIDS AND IOWA CITY RAILWAY INC. LS 0.8 0.2 1.0 80 2599 9999009 CONCRETE BAND LF 309.1 309.1 81 2599-9999018 DECORATIVE CONCRETE PAVERS, SUPPLY AND INSTALL SY 201.9 201.9 82 2599-9999018 DECORATIVE CONCRETE PAVERS, REMOVE AND REINSTALL SY 154.0 154.0 83 2601-2634150 MULCHING, WOOD CELLULOSE FIBER ACRE 0.3 0.3 84 2601-2639010 SODDING SQ 90.8 90.8 85 2601-2642120 STABILIZING CROP -SEEDING AND FERTILIZING URBAN ACRE 0.3 0.3 86 2601-2643110 WATERING FOR SOD, SPECIAL DITCH CONTROL, OR SLOPE PROTECTION MGAL 90.8 90.8 87 2601-2643300 MOBILIZATION FOR WATERING EACH 6.0 6.0 88 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. LF 2000.0 2000.0 89 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF 2000.0 2000.0 90 2602-0010010 MOBILIZATIONS, EROSION CONTROL EACH 5.0 5.0 91 2610-0000214 MULCH, WOOD CHIPS CY 63.2 63.2 IN 1.1 9 ESTIMATE REFERENCE INFORMATION Data listed below is for informational purpose only and shall not constitute a basis for any eMra work orders. ITEM NO. REM CODE REM DESCRIPTION 1 2102-0425071 SPECIAL BACKFILL A. Special Backfill shall be installed under all pavements to the thickness specified in the B Sheets. It shall be installed 6" thick under all driveways and parking lots. If the contractor deems extra width is needed for paver tracks, this extra volume shall be considered incidental to this bid item. 2 2102-2710090 EXCAVATION, CLASS 10, WASTE A. Total volume of cut material to be removed from the project. Payment will be made for the quanfity shown in the plans. B. See Tab on Sheet C.6. 3 2105-8425005 TOPSOIL, FURNISH AND SPREAD A. Topsoil estimated to cover sodding areas to a depth of 6 inches. 4 2113-0001100 SUBGRADE STABILIZATION MATERIAL, POLYMER GRID A. Quantity is based on 20 % of the AREA to receive Special Backfill. Item includes the supply and installation of subgrade stabilization material . Macadam Stone Base shall be used as a backfill material and paid under bid item "Macadam Stone Base". This item is conditional and based upon the discovery of unsuitable soils. Item to be used at the discretion of the Engineer. 5 2201-0505060 BASE, P.C. CONCRETE, 6 IN. A. See Detail on B Sheets and Tabulation on Sheet C.7. Certified plant inspection is required and is incidental to this bid item. To be placed under decorative brick pavers. See Detail on Sheet U.2. 6 2210-0475290 MACADAM STONE BASE A. Quantity is based on 20% of the AREA to receive Special Backfill. Macadam Stone shall be installed at 1 foot thick with a compacted density equal to 130 pcf. Item includes the supply and installation of Macadam Stone Base material. Excavation for coreouts is considered incidental to this bid item. This item is conditional and based upon the discovery of unsuitable soils. Item to be used at the discretion of the Engineer. 7 2214-5145150 PAVEMENT SCARIFICATION A. See Tab on Sheet C.7. Bid item is for milling the temporary HMA wedge along the RR tracks constructed in Phase 1. This shall be milled prior to the final HMA overlay surface in Phase 4 and 5. 8 2301-1033090 STD/S-F PCC PAV'T, CL C, CL 3 DURABILITY, 9 IN. A. See D and K Sheets. Certified plant inspection is required and is incidental to this bid item. See PCC Pavement Tab, Sheet C.6. 9 2301-1033090 STD/S-F PCC PAV'T, CL C, CL 3 DURABILITY, 9 IN., REINFORCED A. See D and K Sheets. Certified plant inspection is required and is incidental to this bid item. See PCC Pavement Tab, Sheet C.6. B. Bid Item is for PCC Pavement to be installed over the existing steam tunneltutility tunnel due to the minimum cover over the tunnel. Installing a 20 mil PVC waterproof membrane over the tunnel prior to installing special backfill and paving, is incidental to this bid item. See Detail on Sheet U.3. 10 2301-6911722 PCC PAVEMENT SAMPLE A. Per Specifications 11 2303-0002380 HOT MIX ASPHALT MIXTURE INTERLAYER BASE COURSE, 3/8 IN. MIX A. See B and D Sheets and Tab on Sheet C.7. Certified plant inspection is required and is incidental to this bid item. See Supplemental Specification SS-15010. 12 2303-1041750 HOT MIX ASPHALT HIGH TRAFFIC, BASE COURSE, 3/4 IN. MIX A. See B, D, K, and L sheets and Tab on Sheet C.7. Certified plant inspection is required and is incidental to this bid item. 13 2303-1043500 HOT MIX ASPHALT HIGH TRAFFIC, SURFACE COURSE, 1/2 IN. MIX, NO SPECIAL FRICTION REQUIREMENT A. See B, D, K. and L sheets and Tab on Sheet C.7. Certified plant inspection is required and is incidental to this bid item. p ...� 14 2303-1258284 ASPHALT BINDER, PG 58-28H, HIGH TRAFFIC A. See B, D, and L Sheets, and Tab on Sheet C.7. Certified plant inspection is required and is incidental to this bid item. Quantity calculated using an asphalt binder content of 6% per weight of HMA peigOT Stan Spec`"` ' j, Table 2303.02-2 ! :, C 15 2303-1258346 ASPHALT BINDER, PG 58-34E A. Binder is for the HMA Interla er. See Tab on Sheet C.7. Certified plant inspection is required and is incidental to this bid item. See Supplemental Specification SS-15010. 16 2304-0100000 DETOUR PAVEMENT A. Contractor has the option of installing HMA or PCC per Specifications. ' B. See J and K Sheets and Tab on Sheet C.6. 17 2401-6745354 REMOVAL OF CONCRETE FOOTINGS, AS PER PLAN A. Bid item applies to the removal of the existing traffic signal footings. ^"O B. See F and N Sheets and Tab on Sheet C.7. C. Method of Measurement: By count.' W D. Basis of Payment: Each. Payment is full compensation for removing and disposing of concrete footings. All footings shall be removed to a minimum of 3 feet below finished grade. 18 2401-6750001 REMOVALS, AS PER PLAN A. Includes the removal and disposal of miscellaneous items such as abandoned public or private utilities encountered during construction. This includes the street lighting conduit and handholes between Madison St. a apito] St. See F sheets for expected removals. Backfill material excavated from the removal trench may not be suitable for reuse as backfill. Any imported backfill WO be considered incidental to the "REMOVALS AS PER PLAN" bid item. 19 2402-0425031 GRANULAR BACKFILL A. To be used as backfill in storm sewer trenches and water main trenches when located under pavement. See Storm Sewer Tab on Sheet C.8 and Water Main Tab on Sheet C.14. 20 2435-0130148 MANHOLE, SANITARY SEW ER, SW-301, 48 IN. A. See M Sheets and Tab on Sheet C.6. 21 2435-0254100 INTAKE, SW-541 A. See M Sheets and Tab on Sheet C.B. 22 2435-0254104 INTAKE, SW-541, TOP ONLY A. See M Sheets and Tab on Sheet C.B. 23 2435-0254200 INTAKE EXTENSION UNIT, SW-542 A. See M Sheets and Tab on Sheet C.B. 24 2435-0600010 MANHOLE ADJUSTMENT, MINOR A. See Tab Sheet C.B. PCC Manhole boxouts are considered incidental to this bid item. 25 2435-0700010 CONNECTION TO EXISTING MANHOLE A. See M Sheets and Tab on Sheet C.7. 26 2502-2308100 TRENCH DRAIN A. See M Sheets and Tab on Sheet C.B. 27 2503-0114215 STORM SEWER GRAVITY MAIN,TRENCHED, RCP 2000D, CLASS III, 15 IN. A. See M Sheets and Tab on Sheet C.B. Use Bedding Class R-2 as shown on Standard Road Plan SW-102. 28 2503-0200036 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. A. See F Sheets and Tabulation of Storm Sewer Removal, Sheet C.6. 29 2510-6745850 REMOVAL OF PAVEMENT A. See F Sheets and Tab 110-1, Sheet C.B. Includes removal of all pavement and curb and gutter. Does not include driveway or sidewalk removals. Those items paid under separate bid items. B. Existing pavement thickness is unknown. 30 2510-6750600 REMOVAL OF INTAKES AND UTILITY ACCESSES A. See F Sheets and Tab 110-15, Sheet C.9. 31 2511-6745900 REMOVAL OF SIDEWALK A. See F Sheets and Tab, Sheet C.B. 32 2511-7526004 SIDEWALK, PCC, 4 IN. A. See S Sheets and Tab 113-1, Sheet C.9. Certified plant inspection is required, incidental to the bid item. B. Additional thickness of sidewalk adjacent to Decorative Brick Pavers is incidental to this bid item. 33 2511-7526008 SIDEWALK, PCC, 8 IN. A. See S Sheets and Tab 113-1, Sheet C.9. Certified plant inspection is required, incidental to the bid item. B. See Special Ramp Detail in the U Sheets. C. Additional thickness of sidewalk adjacent to Decorative Brick Pavers is incidental to this bid item. 34 2511-7528101 DETECTABLE WARNING A. See Tab 113-1, Sheet C.9. See Standard Road Plan MI-220. Color shall be red. Panels shall be cast iron and shall be equivalent in color to the Neenah Foundry R4984 (Red Bay) color. Panels approved by the City or [DOT or equivalent color shall be considered equivalent. 35 2512-1725156 CURB AND GUTTER, PCC, 1.5 FT. A. See D, E, and L Sheets. Certified plant inspection is required, incidental to this bid item. B. See 1.5' Curb and Gutter Tabulation on Sheet C.9. 36 2512-1859000 CURB, SPECIAL, AS PER PLAN A. See K Sheets. Certified plant inspection is required, incidental to this bid item. B. See Beam Curb Tabulation on Sheet C.9. In Z O 1--- U Z J m IROAD DESIGN ' CADD ' PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER Ci.3 I ESTIMATE REFERENCE INFORMATION Data listed below is for informational purpose ortly and shall not constitute a basis for any extra work orders. ' REM NO. REM CODE ITEM DESCRIPTION 37 2515-2475008 DRIVEWAY, PCC, 8 IN. A. See D and L Sheets. The sidewalk crossings at driveways shall A be paid under the "SIDEWALK, PCC, 8 IN." Bid Item. Certified plant inspection is required, incidental to the bid item. B. See Tab Sheet C.10. 38 2515-6745600 REMOVAL OF PAVED DRIVEWAY A.See F Sheets. See Tab 110-1, Sheet C.10. B. Driveway pavement thicknesses are unknown. 39 2519-4200090 REMOVAL AND REINSTALLATION OF FENCE, DECORATIVE A.See T Sheets and Tab on Sheet C.10. Remove fence to the nearest post. Fence shall be stored in a safe location until it is ready to be reinstalled. Contractor shad exercise extreme caution while removing, storing, and reinstalling so as not to damage the fence. 40 2519-4200190 REMOVAL OF FENCE, DECORATIVE A See F Sheets and Tab on Sheet C.10. Remove fence to the nearest post. Sections are bolted together. 41 2523-0000200 ELECTRICAL CIRCUITS A See N Sheets. Bid item includes the supply and installation of conduit and wire as well as any labor, materials, or equipment necessary to rewire and activate the relocated decorative street lights. Bid item is also for installingconduit and street light wiring between the Madison St. and Capitol St. intersections as shown on the N Sheets. Existing lights shall be rewired into this system. 42 2523-0000310 HANDHOLES AND JUNCTION BOXES A See N Sheets. Bid item is for replacing the existing street fight junction boxes on Burlington St. between Madison St. and Capitol St. 43 2523-6765009 REMOVE AND REINSTALL LIGHT POLE AND LUMINAIRE A. See N Sheets. B. Method of Measurement: BY count. C. Basis of Payment: Each. Payment is full compensation for removing existing light pole and reinstalling on new concrete footing. Item includes all labor, materials, and equipment necessary. Also includes removing and disposing of concrete footings. The entire footing shah be removed and disposed of. Existing footing appears to be 18 inches in diameter. Conduit and wiring shall be paid for separately. 44 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN A See P Sheets and Tab on Sheet C.10. B. Method of Measurment: B count. C. Basis of Payment: Each. Payment is full compensation for removing existing sign and reinstalling. Item includes all labor, materials, and equipment necessary. 45 25249276010 PERFORATED SQUARE STEEL TUBE POSTS A.See P Sheets and Tab on Sheet C.10. See detail on Sheet P.5 for signs installed within brick pavers. Installation within brick pavers is incidental to this bid item. 46 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION A, See P Sheets and Tab on Sheet C.10. 47 2524-9325001 TYPE A SIGNS, SHEET ALUMINUM A. See P Sheets, Tab on Sheet C.10 and detail on Sheet P.S. 48 2525-0000100 TRAFFIC SIGNALIZATION A. See N Sheets. 49 2525-0000120 REMOVAL OF TRAFFIC SIGNALIZATION A Contractor shall carefully salvage all items listed under the "DELIVER AND STOCKPILE SALVAGED MATERIALS" bid item estimate reference notes. Equipment not wanted by the City shall be disposed of by the Contractor at no extra cost. Contact the City Streets and Traffic Engineering Division. 50 2526-8285000 CONSTRUCTION SURVEY A. Adequate staking shah be provided for the construction of all improvements shown in the plans. This includes staking pedestrian ramps and sidewalks so they are built according to the plans and folbw ADA guidelines. B. Field adjustment of traffic signal locations to avoid utilities is often necessary. Therefore staking edges of sidewalk, curbs and other key elements in conjunction with the staking of traffic signal equipment may be necessa>gnto ensure traffic signal equipment does not conflict with other proposed improvements. w 51 2527-9263109 PAINTED PAVEMENT MARKING, WATERBORNE OR SOLVENT -BASED A.See P Sheets and Tab on Sheet C.11. To be used on all PCC pavement and HMA pavement. O A.Bid item to be used during construction phasing. Contractor may use waterborne or solvent based paint where temporary pavement markings are to be installed on pavement that is to be resurfaced. If this ff i. C� N ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER C,§ ESTIMATE REFERENCE INFORMATION Data listed below is for informational purpose only and shall not constitute a basis for any eMra work orders. ITEM NO. ITEM CODE ITEM DESCRIPTION 62 2529-2242304 CD JOINT ASSEMBLY A. See K Sheets and Tab on Sheet C.14. 63 2529-2242320 CT JOINT ASSEMBLY A. See K Sheets and Tab on Sheet C.14. 64 2529-5070110 PATCHES, FULL -DEPTH FINISH, BY AREA A. See K Sheets and Tab on Sheet C.14. 65 2529-5070111 PATCHES, FULL -DEPTH FINISH, BY AREA (50 FEET OR GREATER IN LENGTH) A. See K Sheets and Tab on Sheet C.14. 66 2529-5070120 PATCHES, FULL -DEPTH FINISH, BY COUNT A. See K Sheets and Tab on Sheet C.14. 67 2529-8174010 SUBBASE (PATCHES) A. See K Sheets and Tab on Sheet C.14. 68 2533-4980005 MOBILIZATION A. Includes the mobilization of all necessary equipment, materials, and labor to perform the work in the contract. B. The CRANDIC Railroad crossing is planned to be replaced during construction. Contractor shall coordinate the work with this project. The HMA Pavement approach will need to be constructed immediately after the crossing is completed. The HMA contractor may need to mobilize multiple times throughout the project depending on the timing and phasing of the necessary HMA work. This shall be considered incidental to this bid item. 69 2552-0000300 TRENCH COMPACTION TESTING A. To be used on all trenches including water main and storm sewer. 70 2554-0112006 WATER MAIN, TRENCHED, CLASS 52 DUCTILE IRON PIPE (DIP), 6 IN. A. See O Sheets and Tab on Sheet C.14. B. See Special Provisions. C. Nitrile gaskets shall be used. 71 2554-0112008 WATER MAIN, TRENCHED, CLASS 52 DUCTILE IRON PIPE (DIP), 8 IN. A. See O Sheets and Tab on Sheet C.14. B. See Special Provisions. C. Nitrile gaskets shall be used. 72 2554-0112012 WATER MAIN, TRENCHED, CLASS 52 DUCTILE IRON PIPE (DIP), 12 IN. A. See O Sheets and Tab on Sheet C.14. B. See Special Provisions. C. Nitrile gaskets shall be used. 73 2554-0132008 WATER MAIN WITH CASING PIPE, TRENCHED, DUCTILE IRON PIPE (DIP), 8 IN. A. See O Sheets and Tab on Sheet C.14. B. See Special Provisions. C. Nitrile gaskets shall be used. 74 2554-0203000 FITTINGS BY WEIGHT, DUCTILE IRON, CLASS 52 A. See O Sheets and Tab on Sheet C.14. c—a B. See Special Provisions. --�' C. Nitrile gaskets shall be used. ..- 75 2554-0207006 VALVE, GATE, DIP CLASS 52,6 IN. A. See O Sheets and Tab on Sheet C.14. ,,. B. See Special Provisions. C. Nitrile gaskets shall be used. 76 2554-0208012 TAPPING VALVE ASSEMBLY, 12 IN. A. See O Sheets and Tab on Sheet C.14. B. See Special Provisions. (" C. Nitrile gaskets shall be used. 77 2554-0211000 FLUSHING DEVICE (BLOWOFF) A. See O Sheets and Tab on Sheet C.14. B. See Special Provisions. C. Nitrile gaskets shall be used. 'rr! 78 2555-0000010 DELIVER AND STOCKPILE SALVAGED MATERIALS A. Delivery and Stockpile of Salvaged Traffic Signal Equipment and Signs. See Tab on Sheet C.7 A.1. Contractor shall carefully salvage controller, cabinet and internals, traffic signal heads, pedestal poles, pushbuttons, signs, video detection, and signal handhole steel ring and covers. Contractor shall deliver and stockpile all salvaged materials to the City Streets and Traffic Engineering Division Shop. Contact Brock Holub at 319-356-5482. Video detection shall be kept on site for the temporary and permanent signal use. 79 2595-0005115 RAILROAD PROTECTIVE LIABILITY INSURANCE FOR CEDAR RAPIDS AND IOWA CITY RAILWAY INC. A. See Special Provisions. 80 2599-9999009 CONCRETE BAND A. See K Sheets for location and tab on Sheet C.14. See detail on Sheet U.2. B. Materials: Materials shall comply with Section 2301 of the Standard Specifications. Certified plant inspection is required and incidental to this bid item. C. Construction: Construction shall comply with Section 2301 of the Standard Specifications. D. Method of Measurement: Measurement shall be made on a lineal foot basis for the length of the concrete band installed. E. Basis of Payment: Contractor shall be paid for the total lineal feet of concrete band installed. Basis of payment shall include supplying, installing, finishing PCC, and all other equipment, materials, and labor necessary. 81 2599-9999018 DECORATIVE CONCRETE PAVERS, SUPPLY AND INSTALL A. Refer to Special Provisions for materials, construction, method of measurement, and basis of payment. Paver pattern shall mimic existing pattern on Burlington St. between Front St. and the Iowa River Bridge. B. See Tab 112-5, Sheet C.14. 82 2599-9999018 DECORATIVE CONCRETE PAVERS, REMOVE AND REINSTALL A. Refer to Special Provisions for materials, construction, method of measurement, and basis of payment. Paver pattern shall mimic existing pattern on Burlington St. between Front St. and the Iowa River Bridge. B. See Tab 112-5, Sheet C.14. 83 2601-2634150 MULCHING, WOOD CELLULOSE FIBER A. For use as directed by the Engineer when temporary seeding. Contractor is strongly encouraged to finish grade and sod areas within the available sodding season and minimize use of temporary stabilizing crop. 84 2601-2639010 SODDING A. All disturbed areas that are not to be paved or receive mulch wood chips shall be sodded. This includes areas damaged by the Contractor. See T Sheets and Tab on Sheet C.15. B. All Sod shall be supplied and installed as per Section 2601.03 with the following modification: Equipment that may leave black fire marks should not be driven on sidewalks or special paver areas, or marks must be removed without damage to walks or paved areas prior to acceptance. This item includes all labor, equipment, and materials to furnish and install Sodding, complete. 85 2601-2642120 STABILIZING CROP -SEEDING AND FERTILIZING (URBAN) A. For use as directed by the Engineer. Contractor is strongly encouraged to finish grade and sod areas within the available sodding season and minimize use of temporary stabilizing crop. 86 2601-2643110 WATERING FOR SOD, SPECIAL DITCH CONTROL, OR SLOPE PROTECTION A. Refer to Standard Specifications. See Tab on Sheet C.15. To minimize disruption to traffic, watering shall not be done from 7 a.m. to 8:30 a.m. and 4 p.m. to 6 p.m. 87 2601-2643300 MOBILIZATION FOR WATERING A. Refer to Standard Specifications. See Tab on Sheet C.15. To minimize disruption to traffic, watering shall not be done from 7 a.m. to 8:30 a.m. and 4 p.m. to 6 p.m. 88 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. A. Contractor shall develop their own erosion control plan and use where erosion is likely to leave the site. This is includes placing perimeter and slope sediment control devices around storm sewer intakes, along the top of curb or back of sidewalk after grading has taken place, etc. There is sufficient quantity to place perimeter and slope sediment control devices along both sides of the project. Contractor is encouraged to use extreme caution when placing devices in front of or around storm sewer intakes so as not to create flooding during rain events. 89 2602-0000350 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE 90 2602-0010010 MOBILIZATIONS, EROSION CONTROL 91 2610-0000214 MULCH, WOOD CHIPS A. Wood chips shall be installed in existing lancer areas where disturbed where shown on the T Sheets. See Tab on Sheet C.15. B. Wood chips shall match the color and size of the existing, adjacent wood chips 1.3 N C O C-) +� --i C ? �- t m -v rn Z � CW N ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER C,s Item Code 2102-0425071 "EXCAVATION, CLASS 10 ROADWAY AND BORROW" AND "EXCAVATION, CLASS 10 WASTE" Location Unadjuste d Cut (CY) Pavement Removal Adjustment (-CUT)(CY) Total Adjusted Cut (CY) Unadjuste d Fill (CY) Pavement Removal Adjustment (+FILL)(CY) Total lusted Fill (CY) Total Adjusted Fill w/ 1.3 Shrink Factor (CY) Total Adjusted Cut Minus Adjusted Fill w/ Factor (CY) DIVISION 1 Special Backfill Cut 535.9 535.9 0.0 0.0 535.9 Topsoil Cut 168.2 168.2 0.0 0.0 168.2 TOTAL 704.1 0.0 704.1 0.0 0.0 0.0 0.0 704.1 DIVISION 1 EXCAVATION, CLASS 10 WASTE 704.1 DIVISION 2 Special Backfill Cut 135.3 135.3 0.0 0.0 135.3 TOTAL 135.3 0.0 135.3 0.0 0.0 0.0 0.0 135.3 DIVISION 2 EXCAVATION, CLASS 10 WASTE 135.3 DIVISION 3 Special Backfill Cut 76.9 76.9 0.0 0.0 76.9 TOTAL 76.9 0.0 76.9 0.0 0.0 0.0 0.0 76.9 DIVISION 3 EXCAVATION, CLASS 10 WASTE 76.9 Item Code 2503-0200036 STORM SEWER REMOVAL No. LOCATION LENGTH (FT) SIZE STA. TO STA. DIVISION 1 1 60+91.43, 31.93' R to 60+93.12, 31.73' R 2.0 12 2 61+77.54, 28.07' R to 61+84.34, 3.90' R 25.1 15 3 61 +61.13, 26.48' L to 61 +76.57, 32.45' L 16.6 12 DIVISION 1 TOTAL 536 IN. 43.7 Item Code 2301-1033090,2301-1033090 PCC PAVEMENT LOCATION/STREET STATION TO STATION SIDE THICKNESS AREA REMARKS (Inches) Sy DIVISION 1 BURLINGTON ST. 57+66.34 TO 60+74.37 R 9 239.7 Integral 9" Curb and Gutter, Resurfaced with 3" HMA 61+55.26 TO 61+90.10 R 9 34.6 Resurfaced with 3" HMA S. FRONT ST. INTERSECTION 57+12.04 TO 57+66.34 R 9 92.1 Integral 6" Curb and Gutter N. MADISON ST. INTERSECTION 60+74.60 TO 61+79.77 L 9 266.3 Integral 6" Curb and Gutter S. MADISON ST. INTERSECTION 60+74.37 TO 61+79.77 R 9 266.3 Integral 6" Curb and Gutter Division 1 Total, 9" PCC 899.1 BURLINGTON ST. 57+16.15 TO 60+74.60 L 9 295.5 Integral 9" Curb and Gutter, Resurfaced with 3" HMA N. FROM ST. INTERSECTION 55+37.23 TO 56+94.42 L 9 251.0 Integral 6" Curb and Gutter Division 1 Total, 9" PCC, Reinforced 546.5 DIVISION 3 BURLINGTON ST. 61+90.10 TO 64+96.83 R 9 340.8 Integral 9" Curb and Gutter, Resurfaced with 3" HMA 64+96.83 TO 65+35.73 R 9 43.2 Integral 6" Curb and Gutter Division 1 Total 9" PCC 384.0 Item Code 2435-0130148 SANITARY SEWER MANHOLES NO. LOCATION STATION AND OFFSET TYPE OR STANDARD ROAD PLAN REMARKS DIVISION 3 SSMH-1 56+85.09, 20.45' L SW-301, 48 IN. SSMH-2 57+22.32, 30.49' R SW-301, 48 IN. SSMH-3 61+18.99, 7.50' L SW-301, 48 IN. 3 TOTAL NOTES: 1. Contractor to orientate manhole frame and cover as shown on drawings. Item Code 2304-0100000 DETOUR PAVEMENT PHASE LOCATION STATION TO STATION THICKNESS AREA REMARKS (INCHES) (SY) DIVISION 1 1 N. FRONT ST. INTERSECTION 56+04.60 TO 56+61.53 8 63.3 Temporary detour pavement lane. DIVISION 1 TOTAL 63.4 HMA r 1�''�'"� i•' d W �% w N ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER C.7 Item Code 2201-0505060 PCC PAVERS BASE STATION TO STATION SIDE AREA REMARKS SY DIVISION 1 56+59.78 56+87.02 R 6.3 57+13.01 57+30.31 R 12.8 57+56.57 60+62.22 R 134.9 60+62.22 60+80.36 R 60+91.84 60+96.92 R 1.8 60+91.84 60+98.36 L 3.2 61 +56.71 61 +67.58 L 7.3 61 +55.88 61 +63.22 R 9.7 61 +73.60 61 +94.92 R 14.2 61+74.10 61+92.66 R 25.1 61 +73.58 63+00.17 L 51.1 62+31.32 62+73.03 R 19.8 63+09.61 63+26.34 R 7.0 63+29.64 63+54.45 L 14.9 63+94.36 64+97.10 L 47.8 DIVISION 1 TOTAL 355.8 Item Code 2435-0700010 CONNECTION TO EXISTING MANHOLES NUMBER LOCATION STATION REMARKS DIVISION 1 1 61 +61.13, 26.48' L 1 61 +84.34, 3.90' R 2 DIVISION 1 TOTAL Item Code 2303-0002380,2303-1041750,2303-1043500,2303-1258284,2303-1258346 HMA PAVEMENT LOCATION/STREET STATION TO STATION AREA INTERLAYER H3 BANE' HT SURFACE, 1/21N. BINDER PG 58- 28H BINDER PG 58- 34E REMARKS (SY) TONS TONS TONS TONS TONS DIVISION 1 FULL DEPTH HMA THICKNESS (INCHES) AND BINDER % 14.0 2.0 6°k 8°k BURLINGTON ST. 56+95.79 TO 57+01.30 47.7 36.3 5.2 0.2 57+11.26 TO 57+16.75 38.7 29.4 4.2 0.1 3 IN. THICKNESS IS LISTED TO ACCOUNT FOR TEMPORARY WEDGE BETWEEN PHASE 1 AND 4 THICKNESS (INCHES) AND BINDER % 6.0 2.0 6°k 8% KUM & GO PARKING LOT 61+79.11 TO 63+27.04 69.8 22.8 7.6 1.8 DIVISION 1 PAVEMENT SCARIFICATION TOTAL 38.7 DIVISION 1 HMA TOTAL 195.0 0.0 88.6 17.0 2.2 0.0 DIVISION 2 HMA OVERLAY THICKNESS (INCHES) AND BINDER °k 1.0 2.0 6% 8% BURLINGTON ST. 57+66.09 TO 64+49.63 4905.3 266.7 533.5 32.0 21.3 DIVISION 2 HMA OVERLAY TOTAL 4905.3 266.8 0.0 533.5 32.1 21.4 FULL DEPTH HMA THICKNESS (INCHES) AND BINDER °k 10.0 2.0 6% 8% 56+58.36 TO 56+95.79 252.1 137.1 27.4 9.9 BURLINGTON ST. 57+16.75 TO 57+66.09 294.9 160.3 32.1 11.5 64+49.63 TO 64+96.83 264.7 143.9 28.8 10.4 DIVISION 2 FULL DEPTH HMA TOTAL 811.7 0.0 441.4 88.3 31.8 0.0 DIVISION 2 HMA TOTAL 5717.0 266.8 441.4 621.8 63.9 21.4 Item Code 2401-6750001 REMOVAL OF CONCRETE FOOTINGS No. ROADWAY LOCATION DESCRIPTION STA. DIVISION 1 1 BURLINGTON ST. AND FRONT ST. 56+93.89, 47.78' R UNKNOWN CONCRETE FOOTING, 5.8' L X 2.3' W, REMOVE MIN. 3' BELOW SURFACE 1 BURLINGTON ST. AND MADISON ST. 60+84.63, 37.56' L TRAFFIC SIGNAL FOOTING 1 60+93.89, 47.23' R TRAFFIC SIGNAL FOOTING 1 61+67.76, 38.23' L TRAFFIC SIGNAL FOOTING 1 61+75.87, 33.54' R TRAFFIC SIGNAL FOOTING 5 DIVISION 1 TOTAL ITEM CODE 2511-6745900 REMOVAL OF SIDEWALK STATION TO STATION Pavement Type AREA SY REMARKS 56+62.72 56+49.16 L PCC 14.8 56+89.15 56+98.65 L PCC 11.7 56+91.68 57+03.00 R PCC 17.3 57+09.34 57+22.57 L PCC 15.9 Burlington Street 57+12.04 57+28.99 R PCC 16.7 57+41.76 61+04.33 R PCC 361.3 60+69.89 61+04.62 L PCC 119.8 61+49.82 64+97.04 L PCC 315.0 61 +56.42 65+35.63 R PCC 210.2 64+96.83 65+07.10 L PCC 24.4 DIVISION 1 TOTAL 1107.0 DELIVERY AND STOCKPILING This Data Entry Sheet fills Tab 110-13 effective 04-20-10 Item Description Quantity Units Delivery Location Contact Name &Number Remarks Traffic Signal E ui tment and Sin 1 LS City Streets and Traffic Engineering Division Shopi Brock Holub 319356-5482 F na C8 M C7 -1 C'3 �` t- '17rrl rn � tV ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER (',$ 148 to 2435-0700020, 2503-0114215 to 2503-0714272 'Bid Hem STORM SEWER 104-5g MOD. STRUCTURES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. 'Bid Length is measured along CL of pipe from center of structure to center of structure. � Loca Intake/Structure No. Pipe Diameter Bid* Len th Design Le th Flow Lines Granular Backfill Pipe Item Code 2435-0600010 ADJUSTMENT OF MANHOLES NUMBER ROADWAY LOCATION STATION TYPE EXISTING ELEVATION PROPOSED ELEVATION ADJUSTMENT (FT) MINOR ADJUSTMENT EXISTING ADJUSTMENT RING HEIGHTS (IN.) CASTING. HEIGHT (IN) MAJOR ADJUSTMENT COMMENTS DIVISION 1 1 BURLINGTON ST. 57+64.15, 19.70' L STORM INTAKE GRATE 649.96 650.21 0.25 YES SEE M SHEETS AND TRENCH DRAIN DETAIL FOR NECESSARY ADJUSTMENT 1 BURLINGTON ST. 59+26.58, 34.74' L STORM MANHOLE 650.84 650.56 -0.28 YES 4.35, 4.35, 5.4 7.00 ROTATE LID INTO STREET 1 BURLINGTON ST. 60+87.99, 6.88' R STORM MANHOLE 651.89 652.14 0.25 YES 1 MADISON ST. 60+88.42, 32.91' R STORM MANHOLE 651.50 651.43 -0.07 YES 2, 1.5, 6 8.00 1 BURLINGTON ST. 60+88.55, 50.12' L STORM MANHOLE 651.91 652.15 0.24 YES 1 MADISON ST. 61+30.55, 34.63' R STORM MANHOLE 651.55 651.77 0.22 YES 1 BURLINGTON ST. 61+61.13, 26.48' L STORM MANHOLE 651.98 652.23 0.25 YES 1 BURLINGTON ST. 61+61.51, 3.20' R STORM MANHOLE 652.34 652.59 0.25 YES 1 BURLINGTON ST. 61+84.34, 3.90' R STORM MANHOLE 652.80 653.05 0.25 YES 9 DIVISION 1 TOTAL DIVISION 3 1 MADISON ST. 61+33.83, 55.91' L SANITARY MANHOLE 651.97 652.02 0.05 YES 1 MADISON ST. 61+59.97, 55.13' L SANITARY MANHOLE 652.57 652.41 -0.16 YES UNKNOWN UNKNOWN 1 BURLINGTON ST. 64+22.03, 6.01' L SANITARY MANHOLE 664.30 664.55 0.25 YES 3 DIVISION 3 TOTAL ITEM CODE 2527-9263180 REMOVAL OF PAVEMENT LOCATION/STREET STATION TO STATION PAVEMENT TYPE ASYA REMARKS DIVISION 1 Burlington Street Sta. 55+37.23 to Sta. 57+01.25 PCC 214.5 Full depth PCC Front Street Sta. 56+04.60 to 56+61.53 PCC or HMA 62.8 Detour Pavement Burlington Street Sta. 57+15.53 to Sta. 61+90.86 PCC 418.2 Front St to Madison St north Burlington Street Sta. 57+12.04 to Sta. 61+93.60 PCC 425.4 Front St to Madison St south Burlington Street Sta. 61+73.76 to Sta. 61+88.76 PCC 34.4 Storm Sewer Patch Burlington Street Sta. 62+29.65 to Sta. 62+73.02 PCC 9.3 Parking Lot Burlington Street Sta. 63+10.48 to Sta. 63+27.04 PCC 3.6 Parking Lot Burlington Street Sta. 64+02.42 to Sta. 64+49.63 PCC 7.9 DIVISION 1 TOTAL 1176.2 DIVISION 2 Burlington Street Sta. 56+58.38 to Sta. 57+01.25 HMA/PCC 290.5 Full depth HMA Burlington Street Sta. 57+11.23 to Sta. 57+66.09 PCC 339.7 Full depth HMA Burlington Street Sta. 64+49.63 to Sta. 64+96.83 PCC 264.8 Full depth HMA DIVISION 2 TOTAL 895.1 DIVISION 3 Burlington Street Sta. 61+93.60 to Sta. 65+35.63 PCC 379.5 Water main ... p © Gar? N ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER C.9 Item Code 2511-7526004,2511-7526008,2511-7528101 SIDEWALKS Beck of Curb Face of S,deaalk A B 4" PCC 8" PCC Detectable Road Station to Station Side O s s Sidewalk Sidewalk Warnin s Remarks Identification FT FT % SY SY SF DIVISION 1 56+49.16, 55.06' L 56+61.11, 56.15' L L 14.3 20.0 NW Sidewalk Ramp and Landing Area at Burlington St. and Front St. 56+90.11, 57.93' L 56+98.66, 58.26' L L 12.5 24.0 NE Sidewalk Ramp at Burlington St. and Front St. 57+09.01, 70.56' L 57+22.57, 60.10' L L 15.8 22.4 56+91.68, 40.31' R 57+03.00, 49.78" R R 17.3 19.7 57+12.28, 39.41' R 57+28.53, 38.20' R R 16.2 20.0 SW Sidewalk Ramp at Burlington St. and Front St. 57+44.39, 45.30' R 57+71.31, 45.71' R R 14.2 18.9 20.7 SE Sidewalk Ramp and Landing Area at Burlington St. and Front St. 60+55.06, 65.63' L 60+98.96, 45.75' L L 62.5 40.0 NW Sidewalk Ramps and Landing Area at Burlington St. and Madison St. 60+72.24, 46.74' R 60+81.01, 46.74' R R 9.7 60+81.01, 46.74' R 60+97.57, 46.74' R R 33.0 40.0 SW Sidewalk Ramps and Landing Area at Burlington St. and Madison St. 61+50.03, 56.72' R 61+73.60, 40.72' R R 41.2 32.0 SE Sidewalk Ramps and Landing Area at Burlington St. and Madison 5t. 61+69.61, 93.76' R 61+69.60, 56.72' R R 16.5 North -South Sidewalk on Madison St. BURLINGTO 61+73.58, 36.14' L 63+00.17, 34.57' L L 71.9 N STREET 61+73.60, 40.72' R 61+94.92, 35.62' R R 14.7 61+94.92, 35.62' R 62+31.32, 35.55' R R 23.8 62+31.32, 35.55' R 62+73.03, 35.48' R R 29.2 62+73.03, 35.48' R 63+09.61, 35.41' R R 23.6 63+00.17, 34.57' L 63+29.64, 34.63' L L 15.0 63+09.61, 35.41' R 63+26.34, 35.38' R R 11.6 63+26.34, 35.38' R 63+52.62, 35.33' R R 15.8 63+29.64, 34.63' L 63+54.45, 34.67' L L 22.5 63+52.62, 35.33' R 64+97.22, 35.07' R R 81.6 63+54.45, 34.67' L 63+94.36, 34.74' L L 20.8 63+94.36, 34.74' L 64+96.99, 34.93' L L 153.3 64+97.22, 34.07' R 65+07.22, 34.06' R R 9.7 20.0 SW Sidewalk Ramp and Landing Area at Burlington St. and Capitol St. 65+07.22, 34.06' R 66+35.63, 35.47' R R 15.4 64+96.92, 30.24' L 65+07.10. 32.97' L L 2.7 20.4 W radius of Capitol St -install detecable warnings on the North -South crossing DIVISION 1 TOTAL 473.7 310.1 279.3 Item Code 2512-1859000 BEAM CURB w PCC Curb and STREET STATION TO STATION o Gutter REMARKS � LF DIVISION 1 BURLINGTON STREET 56+59.78, 34.16' R TO 57+02.42, 31.65' R R 44.1 DIVISION 1 TOTAL 44.1 Item Code 110-15 2510-6750600 04-16-13 REMOVAL OF EXISTING INTAKES &UTILITY ACCESSES NO. LOCATION TYPE REMARKS DIVISION 1 1 56+76.72, 32.93' R SW-541 TOP ONLY 2 57+64, 21' L REMOVE GRATES AND ADJUSTMENT RI 3 60+93.12, 31.37' R Grate Intake 4 61+76.57, 32.45' L RA-8 5 61+77.54, 28.07' R SW-541/SW-542 5 DIVISION 1 TOTAL DIVISION 3 1 56+85.09, 20.45' L BRICK SANITARY SEWER MANHOLE 2 57+22.32, 30.49' R BRICK SANITARY SEWER MANHOLE 3 61+18.99, 7.50' L BRICK SANITARY SEWER MANHOLE 3 DIVISION 3 TOTAL Item Code 2512-1725156 1.5' CURB AND GUTTER w PCC Curb and STREET STATION TO STATION g Gutter REMARKS � LF DIVISION 1 1 +73.61, 92.87' R to 61 +93.23, 41.62' R 59.6 BURLINGTON STREET 2+29.92, 41.55' R to 62+74.48, 41.47' R 44.6 3+09.48, 41.41' R to 63+27.04, 41.38' R 17.6 64+02.42, 30.61' L to 64+96.83, 30.42' L 94.4 DIVISION 1 TOTAL 216.2 Item Code 2512-1859000 BEAM CURB w PCC Curb and STREET STATION TO STATION o Gutter REMARKS � LF DIVISION 1 BURLINGTON STREET 56+59.78, 34.16' R TO 57+02.42, 31.65' R R 44.1 DIVISION 1 TOTAL 44.1 Item Code 110-15 2510-6750600 04-16-13 REMOVAL OF EXISTING INTAKES &UTILITY ACCESSES NO. LOCATION TYPE REMARKS DIVISION 1 1 56+76.72, 32.93' R SW-541 TOP ONLY 2 57+64, 21' L REMOVE GRATES AND ADJUSTMENT RI 3 60+93.12, 31.37' R Grate Intake 4 61+76.57, 32.45' L RA-8 5 61+77.54, 28.07' R SW-541/SW-542 5 DIVISION 1 TOTAL DIVISION 3 1 56+85.09, 20.45' L BRICK SANITARY SEWER MANHOLE 2 57+22.32, 30.49' R BRICK SANITARY SEWER MANHOLE 3 61+18.99, 7.50' L BRICK SANITARY SEWER MANHOLE 3 DIVISION 3 TOTAL Item Code 2512-1725156 1.5' CURB AND GUTTER w PCC Curb and STREET STATION TO STATION g Gutter REMARKS � LF DIVISION 1 1 +73.61, 92.87' R to 61 +93.23, 41.62' R 59.6 BURLINGTON STREET 2+29.92, 41.55' R to 62+74.48, 41.47' R 44.6 3+09.48, 41.41' R to 63+27.04, 41.38' R 17.6 64+02.42, 30.61' L to 64+96.83, 30.42' L 94.4 DIVISION 1 TOTAL 216.2 Item Code 110-15 2510-6750600 04-16-13 REMOVAL OF EXISTING INTAKES &UTILITY ACCESSES NO. LOCATION TYPE REMARKS DIVISION 1 1 56+76.72, 32.93' R SW-541 TOP ONLY 2 57+64, 21' L REMOVE GRATES AND ADJUSTMENT RI 3 60+93.12, 31.37' R Grate Intake 4 61+76.57, 32.45' L RA-8 5 61+77.54, 28.07' R SW-541/SW-542 5 DIVISION 1 TOTAL DIVISION 3 1 56+85.09, 20.45' L BRICK SANITARY SEWER MANHOLE 2 57+22.32, 30.49' R BRICK SANITARY SEWER MANHOLE 3 61+18.99, 7.50' L BRICK SANITARY SEWER MANHOLE 3 DIVISION 3 TOTAL Item Code 2512-1725156 1.5' CURB AND GUTTER w PCC Curb and STREET STATION TO STATION g Gutter REMARKS � LF DIVISION 1 1 +73.61, 92.87' R to 61 +93.23, 41.62' R 59.6 BURLINGTON STREET 2+29.92, 41.55' R to 62+74.48, 41.47' R 44.6 3+09.48, 41.41' R to 63+27.04, 41.38' R 17.6 64+02.42, 30.61' L to 64+96.83, 30.42' L 94.4 DIVISION 1 TOTAL 216.2 Item Code 2512-1725156 1.5' CURB AND GUTTER w PCC Curb and STREET STATION TO STATION g Gutter REMARKS � LF DIVISION 1 1 +73.61, 92.87' R to 61 +93.23, 41.62' R 59.6 BURLINGTON STREET 2+29.92, 41.55' R to 62+74.48, 41.47' R 44.6 3+09.48, 41.41' R to 63+27.04, 41.38' R 17.6 64+02.42, 30.61' L to 64+96.83, 30.42' L 94.4 DIVISION 1 TOTAL 216.2 Notes: 1. Existing driveway pavement thicknesses are unknown. ,.► � CR U' N ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(120)--3H-52 SHEET NUMBER C.�Q Item Code 2515-2475008 DRIVEWAYS Location Thickness Curb Opening Driveway Surface Area Driveway Surfacing Material Remarks Street Business /Building Station Side Inches SUDAS CASE 4��z" Dropped Curb HMA PCC A or B LF Sy SY TON DIVISION 1 Kum & Go 62+14.93 R 8 B 50.0 21.9 Final exposed drop curb height is only 1.5" after 3" HMA Overlay Kum & Go 62+89.99 R 8 B 51.0 21.6 BURLINGTON STREET Alley 63+41.28 R 8 B 44.5 16.6 Lindquist Center 63+14.85 L 8 B 45.4 51.2 Lindquist Center 63+74.42 L 8 B 56.0 89.2 DIVISION 1 TOTAL 200.5 Item Code 2515-6745600 REMOVAL OF DRIVEWAY STREET STATION SIDE Pavement AREA REMARKS Type S 63+19.13 L PCC 41.9 Lindquist Center driveway and parking lot 63+73.90 L PCC 68.3 Lindquist Center driveway and parking lot Burlington Street 62+51.59 R PCC 152.3 Kum & Go driveway and parking lot 63+38.34 R PCC 75.2 DIVISION 1 TOTAL 337.8 Item Code 2519-4200190 REMOVAL OF FENCE ROADWAY LOCATION DESCRIPTION LENGTH FT (STA. TO STA. DIVISION 1 FRONT ST. 57+21.09, 36.24' L TO 57+20.50, 52.00' L POST AND CHAIN 8.0 MADISON ST. 60+92.62, 43.56' R to 60.92.53, 74.36' R DECORATIVE 30.8 DIVISION 1 TOTAL 38.8 Item Code 2519-4200090 REMOVE AND REINSTALL DECORATIVE FENCE ROADWAY LOCATION DESCRIPTION LENGTH FT STA. TO STA. DIVISION 1 BURLINGTON ST. 58+88.68, 52.42' L TO 60+32.44, 52.63' L DECORATIVE 143.8 DIVISION 1 TOTAL 143.8 PROPOSED SIGNS POST NO. STATION OFFSET CLASSIFICATION AREA (SF) POST LENGTH (FT) POST ANCHOR TYPE REMARKS DIVISION 1 Burlington Street 1 51+77.03 64.04 R R3-17 5.0 11.0 LIGHT POLE Attach to Existing Light Pole 2 54+52.37 58.74 L R4-4 7.5 10.5 SOIL 3 56+05.25 37.50 L R3-17 5.0 11.0 SOIL 4 57+39.64 57.57 R R3-2 4.0 11.0 SIGN POLE A SIGN RELOCATION Existing Proposed Number Station Offset Classification Station Offset Remarks DIVISION 1 1 57+39.64 57.57' R RI -1 & R5-1 57+39.64 57.57' R Installing proposed R3-2 sign on this pole 2 59+69.96 41.21' L W10-1 59+69.96 41.21' L 2 DIVISION 1 TOTAL C� .. . �d7 ..�• 9 E g a C ..-` w w iv ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER Ci,�� PAVEMENT MARKING LINE TYPES See PM-110 "BCY4 - Place on the same side of the roadway to match existing markings near the project. **NPV4 - For estimatingur os es onlyNo PassingZone Lines will be located in the field. BCY4: Broken Centerline (yellow) @ 0.25 DCVO: Double Centerline (yellow) @ 2.00 NPV4: No Passing Zone Line (yellow) @ 1.25 BLW4: Broken Lane Line (White) @ 0.25 ELW4: Edge Line Right (White) @ 1.00 ELW6: Edge Line Right (White) @ 1.50 SLW2: Stop Line (White) @ 6.00 SLW4: solid Lane Line (White) @ 1.00 5CW6: school Crosswalk Line (White) @ 1.5 CHUB: Channelizing Line (Yellow) @ 2.00 DLW6: Dotted Line White 0.5 ELW6: Edge Line Right White 1.50 Groove Cuts 6.0 Factor CW36: Crosswalk Line White 9 Groove Cuts 1.0 Factor Location Length b Line Type Unfactored Road ID Station to Station Dir. of Travel Marking Type Side BCY4" DCY4 NPV4*" BLW4 ELW4 ELW6 SLW2 SLW4 5CW6 CHWB CHVB DLW4 DLW6 CBW6 Groove Cuts 6.0 Factor Groove Cuts 2.0 Factor Groove Cuts 1.0 Factor Remarks L C R Length Length Length Length Length Length Len th Len h Length Length Length Length Length Length] Length Length Length DIVISION 1 50+43.94 53+40.94 WB Painted Pavement Markin Waterborne or Solevent Based x 297.e 50+43.93 93 WB Painted Pavement Markin Waterborne or Solevent Based x 297.e 50+43.91 90 WB Painted Pavement Markin Waterborne or Solevent Based x 297.e 50+43.90 89 WB Painted Pavement Markin Waterborne or Solevent Based x 297.0 50+43.84 58 l55+80.94 WB Painted Pavement Markin Waterborne or Solevent Based x 658.1 50+43. 77 06 WB Painted Pavement Marking, Waterborne or Solevent Based X 335.3 50+42.71 01 WB Painted Pavement Markin Waterborne or Solevent Based x sl.l 50+53. 70 W8 Painted Pavement Markin Waterborne or Solevent Based x 625.8 55+78.58 56+79.01 EB Painted Pavement Markin Waterborne or Solevent Based x 19e.1 50+60.57 56+80.25 EB Painted Pavement Markin Waterborne or Solevent Based % 618.9 50+60. 51 56+80.83 EB Painted Pavement Markin Waterborne or Solevent Based x 619.3 BURLINGTON ST 50+60.50 56+32.09 EB Painted Pavement Marking, Waterborne or Solevent Based x 496.2 BRIDGE AND BIKE 53+40.94 54+45.36 WB Painted Pavement Markin Waterborne or Solevent Based X 106.1 LANES 53+40.93 54+45.43 WB Painted Pavement Markin Waterborne or Solevent Based x 106.1 53+48.90 54+45.60 WB Painted Pavement Marking, Waterborne or Solevent Based x 106.1 53+40.89 54+45.64 WB Painted Pavement Markin Waterborne or Solevent Based x 1e6.1 55+31. 37 66+42.86 WB Painted Pavement Markin Waterborne or Solevent Based x 1e6.6 55+31. 35 56+42.93 WB Painted Pavement Markin Waterborne or Solevent Based x 1e8.9 56+80.03 56+82.07 WB Painted Pavement Markin Waterborne or Solevent Based X 30.1 56+31.08 56+79.65 E8 Painted Pavement Markin Waterborne or Solevent Based x 49.e 57+19.71 57+75.87 EB Painted Pavement Markin Waterborne or Solevent Based x 56.7 57+75.87 60+75.01 EB Painted Pavement Markin Waterborne or Solevent Based x 299.7 57+75.87 60+75.01 EB Painted Pavement Markin Waterborne or Solevent Based x 299.1 57+33.21 60+64.31 WB Painted Pavement Markin Waterborne or Solevent Based x 332.9 57+31.20 60+64.31 WB Painted Pavement Markin Waterborne or Solevent Based x 332.9 Length Subtotals (LF 0.0 0.0 0.0 1276.9 0.0 1954.2 89.2 2215.2 0.0 0.0 625.9 268.9 212.2 0.0 0.0 0.0 0.0 Length Subtotals STA 0.00 0.00 0.00 12.77 0.00 19.54 0.89 22.15 0.00 0.00 6.26 2.69 2.12 0.00 0.00 0.00 0.00 Quantity Factors) 0.25 2.00 1.25 0.25 1.00 1.50 6.00 1.00 1.60 2.00 2.00 0.33 0.50 15.00 :::]Length Total (St.. )= PAINTED PAVEMENT MARKING, WATERBORNE OR SOLEVENT BASED 0.00 0.00 0.00 3.19 e.00 29.31 5.35 22.15 0.00 8.00 12.52 8.90 1.86 0.80 74.49 DIVISION 1 61+05.37 61+10.55 SB Painted Pavement Marking, Waterborne or Solevent Based x 79.8 61+10.54 61+10.60 SB Painted Pavement Markin Waterborne or Solevent Based x 40.8 61+15.67 61+21.60 SB Painted Pavement Markin Waterborne or Solevent Based x 140.3 61+27.65 61+33.10 BOTH Painted Pavement Markin Waterborne or Solevent Based X 140.0 61+43.53 61+43.60 NB Painted Pavement Markin Waterborne or Solevent Based x 5e.1 61+04. 51 61+33.10 SB Painted Pavement Markin Waterborne or Solevent Based x 28.6 BURLINGTON ST PCC 61+03.03 61+49.03 BOTH Painted Pavement Markin Waterborne or Solevent Based x x x 46.e INTERSECTIONS 61+10.50 61+10.50 58 Painted Pavement Markin Waterborne or Solevent Based x as.s 61+21.00 61+26.61 BOTH Painted Pavement Markin Waterborne or Solevent Based x ize.a 61+32.50 61+38.73 NB Painted Pavement Marking, Waterborne or Solevent Based x 121.9 61+43.60 61+46.93 NB Painted Pavement Marking, Waterborne or Solevent Based x 78.7 61+43. 50 61+43.50 NB Painted Pavement Markin Waterborne or Solevent Based x 32.3 61+21.50 61+49.76 NB Painted Pavement Marking, Waterborne or Solevent Based X 28.3 56+64.72 66+87.92 BOTH Painted Pavement Markin Waterborne or Solevent Based x x X 22.0 Length Subtotals (LF 0.0 260.4 0.0 0.0 0.0 0.0 56.8 516.2 0.0 0.0 0.0 73.0 0.0 68.0 0.0 0.0 0.0 Length Subtotals STA 0.00 2.60 0.00 0.00 0.00 0.00 0.57 6.16 0.00 0.00 0.00 0.73 8.00 0.68 0.00 0.00 0.00 uantit Factors 0.25 2.00 1.25 0.25 1.00 1.5e 6.9e I.ee 1.50 2.00 z.e0 0.33 e.se Is.ee Length Total sta. PAINTED PAVEMENT MARKING WATERBORNE OR SOLEVENT BASED e.ee 5.21 0.00 e.00 e.00 0.00 3.41 5.16 e.00 9.e8 0.00 e.2a 9.00 ie.i6 0.00 9.00 e.BO 24.22 DIVISION 2 57+19.94 58+25.92 both Painted Pavement Markin Waterborne or Solevent Based x 57+19.78 60+75.01 EB Painted Pavement Markin Waterborne or Solevent Based 355.6 67+31.32 60+80.01 WB Painted Pavement Markin Waterborne or Solevent Based 34e.6 57+30.41 57+30.11 WB Painted Pavement Markin Waterborne or Solevent Based x 29.e 58+14.65 60+75.01 BOTH Painted Pavement Markin Waterborne or Solevent Based x 260.4 58+65.92 60+75.01 EB Painted Pavement Markin Waterborne or Solevent Based x 2e9.1 60+76.01 60+76.01 EB Painted Pavement Marking, Waterborne or Solevent Based ae.s 60+80.01 60+80.01 BOTH Painted Pavement Markin Waterborne or Solevent Based x x 66.e BURLINGTON ST HMA 61+74.60 61+74.58 BOTH Painted Pavement Markin Waterborne or Solevent Based x 58.e 61+79.89 61+79.08 WB Painted Pavement Markin Waterborne or Solevent Based 36.9 MAINLINE 61+80.09 64+96.13 WB Painted Pavement Marking, Waterborne or Solevent Based x 316.e 61+80.09 62+96.14 WB Painted Pavement Marking, Waterborne or Solevent Based 136.0 61+80.09 63+93.20 EB Painted Pavement Markin Waterborne or Solevent Based x 213.1 61+75.59 64+92.19 EB Painted Pavement Marking, Waterborne or Solevent Based 316.6 63+46.14 64+43.20 BOTH Painted Pavement Markin Waterborne or Solevent Based 97.1 64+43.20 64+92.15 BOTH Painted Pavement Marking, Waterborne or Solevent Based x 49.e 64+43.20 64+92.17 EB Painted Pavement Marking, Waterborne or Solevent Based x 49.0 64+93. 15 64+93.22 EB Painted Pavement Markin Waterborne or Solevent Based 36.7 65+08.11 65+08.21 BOTH Painted Pavement Markin Waterborne or Solevent Based x 58.e Length Subtotals LF 0.0 522.4 97.1 1336.8 0.0 0.0 143.1 374.1 0.0 0.0 0.0 0.0 0.0 182.0 0.0 0.0 0.0 Length Subtotals STA 0.00 5.22 0.97 13.37 0.00 0.00 1.43 3.74 0.00 0.00 0.00 0.00 0.00 1.82 0.00 0.00 0.00 Quantity Factors 0.25 2.80 3.25 0.25 1.00 1.50 6.00 1.00 1.50 2.00 2.00 0.33 0.50 16.00 Length Total Sta. _ PAINTED PAVEMENT MARKING WATERBORNE OR SOLEVENT BASED 0.00 10.45 1.21 3.34 e.00 e.00 8.59 3.74 0.00 0.00 e.00 0.80 0.00 27.30 0.00 0.00 0.00 54.63 SYMBOLSPAVEMENT MARKING �,�� o Refer to PM-1 11 Road Idenblication Station taken from top of helmet Station taken from top of helmet �c CA) N ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER C.12 �o����������■������■������s��� �o��lo������■�I�����■���������� :. o00000000a©0000000©000 TEMPORARY PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM-111 TEMPORARY PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM-111 Phase Road Identification t � I /\ 0t4 /0 wcsw `� WPSB SCHOOL X ING S i 0 P JUE01 ONLY BIKE l a N E EXIT Remarks Stationanon She STAW RTAW LTAW CSRW CSLW CSTW CRLW FERW LIRW RLRW RRCW BISW SCLW XNGW STPW AHIXJ ONLW BIKW LANW XITW DIVISON 1 Painted Pavement Markings, Waterborne or Solevent Based 62+11.02 L 1 62+56.95 L 1 62+13.96 L 1 K22 BURLINGTON ST. 62+58.43 L 1 66+16.94 L 1 66+91.94 L 1 DIVISION 1 SUBTOTAL 0 4 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DIVISION 1 TOTAL 8 N Ln S I I 0 N Ln I 0 0 I x cn S z I U Q 0 I Ln • ry G ..-r a7,, v -- ={ m -° w..•r, s Z7 W N ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 PAVEMENT MARKING LINE TYPES -REMOVALS See PM-110 DCVO: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: Broken Lane Une (While) @ 0.25 SLW6: Solid Lane Line (White) @ 1.00 SLW2: Stop Line (White) @ 6.00 CLW6: Crosswalk Line (White) @ 3.00 Location Lene by Une Type Unfactored ROAD ID STATION TO STATION DIR. OF SIDE DCY4 NPY4" BLW4 SLW6 SLW2 CLW6 �` X REMARKS TRAVEL k C R STA STA STA STA STA STA EA EA EA EA DIVISION 1 50+41.39 wB X 0.30 50+42.10 51+72.51 w6 X 1.30 50+42.57 51+73.59 wB X 1.31 50+55.20 56+62.95 w6 X 6.10 50+51.60 56+77.79 X 6.25 50+68.24 X 2.00 1.00 1.00 BURLINGTON 50+82.87 56+67.84 X 5.84 ST 51 +68.85 X 2.00 1.00 1.00 51+96.04 54+06.04 X 2.10 51+97.12 54+46.61 X 2.50 54+37.13 55+79.72 X X 2.86 54+40.37 X 0.38 54+73.46 X 3.00 55+01.94 X 0.35 55+79.72 56+58.18 X 0.79 FRONT ST 56+62.02 56+86.78 Borth X 0.30 61 +02.67 61 +51.35 BOTH X 0.54 61+27.48 61+50.24 NB X 0.23 61+14.55 SB X 3.70 61+26.04 BOTH X 3.77 MADISON ST 61+38.04 NB X 3.70 61+03.81 61+52.48 BOTH X 0.54 61+04.34 61+27.10 sB X 0.23 61 +15.52 s6 X 2.10 61 +26.96 BOTH X 2.31 61+38.53 NB X 2.10 DIVISION 1 LENGTH SUBTOTALS 9.73 0.00 34.39 2.61 1.49 1.38 4.00 2.00 2.00 3.00 DIVISION 2 +rn 56+58.18 60+80.01 X 4.22 56+88.33 X 0.32 57+24.07 X 57+14.68 59+58.53 X 2.44 57+14.79 60+75.37 X 3.61 57+33.26 60+63.33 X 3.30 59+05.68 X 0.24 59+26.78 X 2.00 59+63.98 X 0.24 59+81.10 60+79.24 X 0.99 60+80.33 X X 0.37 60+87.99 X X 0.60 BURLINGTON 61+70.31 X X 0.60 ST 61+78.30 X X 0.37 61 +78.30 63+98.91 X 2.20 61 +79.18 62+57.92 X 0.80 61 +91.70 64+81.70 X 2.90 61+95.19 64+85.27 X 2.90 62+07.80 x x 1.00 62+53.97 X X 1.00 62+80.10 63+92.65 X 1.13 63+92.65 64+97.15 X 1.05 64+24.34 X X 1.00 64+29.92 64+97.17 X 0.67 64+63.22 X X 1.00 64+98.61 X X 0.36 65+11.59 X X 0.66 DIVISION 2 LENGTH SUBTOTALS 7.47 1.13 15.15 2.46 1.89 1.86 0.00 0.00 4.00 2.00 QUANTITY FACTORS 2.00 1.25 0.25 1.00 6.00 3.00 1.00 1.00 1.00 1.00 LENGTH TOTAL STA SYMBOL TOTAL EA DIVISION 1 PAVEMENT MARKING TOTALS 19.46 0.00 8.60 2.61 8.94 4.14 4.00 2.00 2.00 3.00 43.75 11.00 DIVISION 2 PAVEMENT MARKING TOTALS 14.93 1.41 3.79 2.46 11.35 5.58 0.00 0.00 4.00 2.00 39.52 6.00 TOTAL 83.27 17.00 SHEET NUMBER C.13 • J ®i ..,.�' Y hY 9 ., N ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER C.14 ITEM CODE 2554-01 12006, 2554-0112008, 2554-0112012, 2554-01320 WATER MAIN LOCATION 8-IN GRANULAR FROM TO 6-IN 8-IN w/CASING PIPE 12-IN BACKFILL NOTES (TRENCHED) (TRENCHED) (TRENCHED) (TRENCHED) (TONS) DIVISION 3 BURLINGTON ST 61+68.36, 78.89' R 61+70.77, 78.91' R 2.0 3.4 61+70.77, 78.91' R 61+70.74, 81.33' R 2.0 3.4 61+70.77, 78.91' R 61+75.69, 78.97' R 4.1 7.0 61 +75.69, 78.97' R 61 +75.69, 76.19' R 2.0 3.4 61+75.69, 76.19' R 61+75.69, 73.76' R 2.0 3.4 61 +75.69, 73.60' R 61 +75.69, 58.18' R 15.0 25.7 61+75.69, 58.18' R 61+94.18, 39.68' R 5.4 20.0 43.7 61+94.18, 39.68' R 6194.18. 25.65' R 13.0 22.3 61+94.18, 25.65' R 65+30.07 25.65' R 335.3 576.4 DIVISION 3 TOTAL 12.1 33.4 20.0 335.4 688.9 Notes: 1. Polyethylene wrap and other piping materials required for installation are incidental. 2. GrGranularbackfill shall be used on all street crossings or on an as needed basis. Ln Ln Item Code 2554-0203000 WATER MAIN FITTINGS STREET STATION OFFSET SIZE/TYPE POUNDS REMARKS DIVISION 3 61+68.36 78.89' R 6" SLEEVE 33 61+70.74 81.33' R 6" SLEEVE 33 61+70.77 78.91' R 6" x 6" TEE 56 61+75.69 78.97' R 6" X 90°BEND 39 Burlington St. 61+75.69 73.76' R 8" X 6" REDUCER 36 61+75.69 58.18' R 8" X 45° BEND 46 61+94.18 39.68' R 8" X 451BEND 46 61+94.18 25.65' R 12" X 8" TEE 125 61+94.18 25.65' R 12" PLUG 46 DIVISION 3 TOTAL 460 Notes: 1. Pol et lene wrap and other pipin materials required for installation are incidental. ( Item Code 2599-9999009 CONCRETE PAVER BAND STATION TO STATION LENGTH REMARKS LF DIVISION 1 57+71.31, 39.75' R 60+80.36, 39.75' R 309.1 DIVISION 1 TOTAL 309.1 Item Code 2554-0207004 to 2554-0207012 WATER MAIN LINE VALVES STREET OFFSET VALVE VALVE gLOWOFF RELEASE BOX REMARKS Notes: STATION 6" GATE 12" TAPPING 1"AIR VALVE DIVISION 3 BURLINGTON 61+75.69 76.19' R 1 STREET 65+30.78 25.65' R 1 1 DIVISION 3 TOTAL 1 1 1 0 0 I I I Item Code 2554-0203000 WATER MAIN FITTINGS STREET STATION OFFSET SIZE/TYPE POUNDS REMARKS DIVISION 3 61+68.36 78.89' R 6" SLEEVE 33 61+70.74 81.33' R 6" SLEEVE 33 61+70.77 78.91' R 6" x 6" TEE 56 61+75.69 78.97' R 6" X 90°BEND 39 Burlington St. 61+75.69 73.76' R 8" X 6" REDUCER 36 61+75.69 58.18' R 8" X 45° BEND 46 61+94.18 39.68' R 8" X 451BEND 46 61+94.18 25.65' R 12" X 8" TEE 125 61+94.18 25.65' R 12" PLUG 46 DIVISION 3 TOTAL 460 Notes: 1. Pol et lene wrap and other pipin materials required for installation are incidental. ( Item Code 2599-9999009 CONCRETE PAVER BAND STATION TO STATION LENGTH REMARKS LF DIVISION 1 57+71.31, 39.75' R 60+80.36, 39.75' R 309.1 DIVISION 1 TOTAL 309.1 Item Code 2554-0207004 to 2554-0207012 WATER MAIN LINE VALVES STREET OFFSET VALVE VALVE gLOWOFF RELEASE BOX REMARKS Notes: STATION 6" GATE 12" TAPPING 1"AIR VALVE DIVISION 3 BURLINGTON 61+75.69 76.19' R 1 STREET 65+30.78 25.65' R 1 1 DIVISION 3 TOTAL 1 1 1 0 0 I I I Item Code 2599-9999009 CONCRETE PAVER BAND STATION TO STATION LENGTH REMARKS LF DIVISION 1 57+71.31, 39.75' R 60+80.36, 39.75' R 309.1 DIVISION 1 TOTAL 309.1 Item Code 2554-0207004 to 2554-0207012 WATER MAIN LINE VALVES STREET OFFSET VALVE VALVE gLOWOFF RELEASE BOX REMARKS Notes: STATION 6" GATE 12" TAPPING 1"AIR VALVE DIVISION 3 BURLINGTON 61+75.69 76.19' R 1 STREET 65+30.78 25.65' R 1 1 DIVISION 3 TOTAL 1 1 1 0 0 I I I Item Code 2554-0207004 to 2554-0207012 WATER MAIN LINE VALVES STREET OFFSET VALVE VALVE gLOWOFF RELEASE BOX REMARKS Notes: STATION 6" GATE 12" TAPPING 1"AIR VALVE DIVISION 3 BURLINGTON 61+75.69 76.19' R 1 STREET 65+30.78 25.65' R 1 1 DIVISION 3 TOTAL 1 1 1 0 0 I I I REMOVE AND ITEM CODE 2529-2242304, 2529-5070110, 2529-5070111, 2529-5070120, 2529-8174010 FULL -DEPTH PATCHES Location Dimension Patches With Subbase EF' Patch Dowels Patches CD' CT' Joints lane _Length Width Thickness PR-103 PR-140 Joints Joints PR-101 Count Station L, R, or B FT FT IN SY SY No. No. No. Remarks DIVISION 2 1 58+05.22, 18.26' R to 58+65.41, 18.21' R R 60.2 10.5 9.0 69.7 69.7 2.0 2 59+02.94, 17.96' R to 59+25.24, 17.99' R L 22.3 20.3 9.0 38.0 38.0 3 DIVISION 2 TOTAL >50 FEET IN LENGTH 69.8 <50 FEET IN LENGTH 38.1 107.8 2.0 0.0 DIVISION 3 2 61 +09.06 to 61 +27.47 L 18.4 20.0 9.0 41.0 41.0 2.0 2 DIVISION 3 TOTAL >50 FEET IN LENGTH <50 FEET IN LENGTH 41.0 41.0 0.0 2.0 t^+J O iID i� �' ...+� � ..w.w "( G` .� 3 CA) ROAD DESIGN • CADD • PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER C.15 Item Code 2105-8425005, 2105-8425020, 2601-2634150, 2601-2639010, 2601-2642120, 2601-2643110 IMPORTED TOPSOIL, TEMPORARY SEEDING, MULCHING, AND SODDING TEMP TEMPORARY TOPSOIL VOLUME (MGAL) TOTAL WATER WOOD CHIP AREA ROAD STA STA SIDE DESCRIPTION SODDING AREA (SO) SEEDING MULCH AREA VOLUME (CY) PER WATERING' (MGAL) X 6 (CY) 6" NOTES AREA (ACRE) (ACRE) 6" WATERINGS DIVISION 1 55+37.23 56+61.59 LT NW OF FRONT STREET 9.0 0.02 0.02 16.7 0.9 9.0 56+88.22 61+04.60 LT NORTH SIDE OF BURLINGTON ST. 58.2 0.18 0.18 107.8 5.8 58.2 37.1 BETWEEN FRONT ST. AND MADISON ST. 57+71.31 61+03.26 FIT SOUTH SIDE OF BURLINGTON ST. 0.0 0.02 0.02 0.0 0.0 0.0 17.4 BETWEEN FRONT ST. AND MADISON ST. BURLINGTON ST 61 +78.40 64+97.11 LT NORTH SIDE OF BURLINGTON ST. 9.1 0.03 0.03 16.8 0.9 9.1 8.7 BETWEEN MADISON ST. AND CAPITOL ST. 61+49.61 65+35.63 FIT SOUTH SIDE OF BURLINGTON ST. 14.5 0.03 0.03 26.9 1.5 14.5 BETWEEN MADISON ST. AND CAPITOL ST. DIVISION 1 TOTAL 90.8 0.3 0.3 168.2 9.1 90.8 63.2 'Waterin calculations based on 100 gallons per square 100 SF PAVEMENT MARKING LINE TYPES -TEMPORARY PAVEMENT MARKINGS ,Ot1-22 MODIFIED See PM-110 SLW2: Stop Line (White) @ 6.00 DCV4: Double Centerline (Yellow) @ 2.00 CFiWB: Channelizing Line (White) @ 2.00 DLWB: Dotted Line (White) @ 0.75 BLW4: Broken Lane Line (White) @ 0.25 Location Len h Line T Unfactored REMARKS PHASE ROAD ID STATION TO STATION DIR.OF TRAVEL MARKING TYPE SIDE SLW2 DCY4 by CHWB DLWB BLW4 L C R STA STA DIVISION 1 2 MADISON ST 61+27.02 61+38.51 SB Waterbane/Solvent Paint X 0.11 2 MADISON ST 61+16.29 61+27.02 SB Waterborne/Solvent Paint X 0.11 2 BURLINGTON ST 65+93.74 67+4379 WB Waterborne/Solvent Paint X 1.50 2 BURLINGTON ST 67+43.79 69+23.79 WB WaterborneSoNent Paint X 1.80 3 MADISON ST 61+04.57 61+15.57 SB Waterborne/Solvent Paint X 0.11 3 MADISON ST 67+16.36 61+27.36 NB Waterborne/Solvent Paint X 0.11 3 MADISON ST 61+38.87 61+49.91 NB Waterborne/SoNent Paint X 111 0.11 DIVISION t LENGTH SUBTOTALS 0.55 0.00 1.50 1.80 0.00 DIVISION 2 4 BURLINGTON ST 56+55.33 60+64.28 BOTH Waterborne/Solvent Paint X 4.09 4 BURLINGTON ST 60+80.01 EB Waterborne/Solvent Paint X 0.11 4 MADISON ST 61+04.48 61+15.85 SB Waterborne/SoNent Paint X 0.11 4 BURLINGTON ST 61+81.13 64+97.93 BOTH Waterborne/Solvent Paint X 3.17 4 BURLINGTON ST 64+97.15 EB WaterbomelSolvent Paint X 0.22 4 BURLINGTON ST 65+97.18 66+62.95 BOTH W aterbomelSolvent Paint X 0.66 4 BURLINGTON ST 61+81.13 67+24.36 BOTH Waterborne/Solvent Paint X 4.20 5 BURLINGTON ST 56+25.76 60+84.27 BOTH Waterborne/Solvent Paint X 4.59 5 BURLINGTON ST 60+74.77 EB Waterborne/Solvent Paint X 0.11 5 MADISON ST 61+27.83 61+50.24 NB Waterborne/Solvent Paint X 0.22 5 BURLINGTON ST 61+75.59 WB Waterborne/Solvent Paint X 0.11 5 BURLINGTON ST 61+75.59 65+05.34 BOTH Waterborne/Solvent Paint X 3.30 5 BURLINGTON ST 64+93.21 EB Waterborne/Solvent Paint X 0.11 5 BURLINGTON ST 65+85.95 66+65.37 BOTH Waterborne/Solvent Paint X 0.79 5 BURLINGTON ST 65+93.58 WB Waterborne/Solvent Paint X 0.11 5 BURLINGTON ST 68+14.87 69+14.87 WB Waterborne/Solvent Paint X 1.00 DNISION 2 LENGTH SUBTOTALS 1.11 16.59 0.00 1.00 4.20 QUANTITY FACTORS 6.00 2.00 2.00 0.75 0.25 0.00 LENGTH TOTAL ST SYMBOL TOTAL E DIVISION 1 PAVEMENT MARKING TOTALS 3.32 0.00 3.00 1.35 0.00 0.00 7.67 0.00 DIVISION 2 PAVEMENT MARKING TOTALS 6.66 33.18 0.00 0.75 1.05 0.00 41.63 0.00 TOTAL 49.30 0.00 EXISTING N SEE K SHEETS N� RIGHT-OF-WAY FOR INTERSECTION GIBSON SQUARE EASEMENT (TYP.) \, DETAILS (TYP.) N U L� 1-- _ ,hr Z Q �/ .. ' ------_ o�a -----Q - nei, "' Ss o ©— \ `. J v / I ^^ Q 0 \ �=. PROPOSED DEPTH RECONSTRUCTION PCC FULL FULL DEPTH HMA PAVEMENT RECONSTRUCTION � STA. 57+11.23 TO STA. 57+66.09 '% �T�c \ �� — - - � T_ogY _g} i -- g� - - -- ©� cT 8> - l "r _ I ____ j STA. 57+66.09 END HMA PAVEMENT r 23 4- ^ _a+36.48 TO STA - �_", - i - RECONSTRUCTION BEGIN 3" HMA OVERLAY -__ _ -TEMPORARY _ - ----- CONSTRUCTION t- 3 61 +56.13 �� �----- _ ----- -- -- ---� NTI 'EASEMENT rn DOUBLE REINFORCED � EXISTING RIGHT OF WAY (TYP.) 00 _ PAVEMENT + dlm +d- SEt, TAIL-(EET-�3__ _ - ' ------- _ (RG, —BRJOW)---ow - � t1 � s- �--6 BIKE LANE E �' f� E r INTAKE AND EXTEND TRENCH DRAIN 100 REPLACE SANITAF3- �- - SEWER MANH w SEE M SHEETS it y f �V r. o to -` O 0 o m o --► — - T �� CRANDIC IEDGEREPLACING SIDEWALKTTO BACK FROM EDGEOF r FULL DEPTH REPAIR z SEE SHEET -k.20 � ' SIDEWALK wSTA. 70'- LT TO 50' RT COORDINATE I - -- - — REPLACEMENT WITH CRANpIC DURING CONSTRUCTION. LANE (ROW (ROW) '— -- _ r �— T_ LEGEND - �' HMA Overlay r Full Depth HMA ° o� _ _�._-- _ r p 2' TEMPORARY PROPOSED DECORATIVE QINSTALL PCC PCC Pavement/Driveway 1-- - Sidewalk FULLIDEPTH HMA PAVEMENT I ° BRICK PAVERS TYP. CONSTRUCTION ( ) - AVER BAND EE DETAIL U.2 PCC ✓��'���' Brick Pavers 0 4 UNIVERSITY OF IOWA POWER RECONSTRUCTION PLANT STA. 56+58.35 TO STA. 57+01.42 I REPLACE EASEMENT �n SANITARY CAMPUS REC, C� W�ESSjJTERi SEWER MANHOLE n J r L7 m m _.. 680 •' 680 tR W tU 670 670 M N cp N 00 to PO+ cD m + cD r-0 to II I Il m III II Il p QLo � Q� Q H 660 N Y II II II U) YQQ II a II Q II PROPOSED rL PROFILE 660 QYQ J �J XLJ _l a] mJ W W O W Q W Q 0.14% Of c Uf 0.54% U 1 Of 53% Of 0.73� 0 53% 650 650 EXIS1 ING PROFILE 0.04% J UU J 0 9 0 10, a0 X W 2 O a_ 53+00 54+00 55+00 56+00 57+00 58+00 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(120)--3H-52 SHEET NUMBER M1, U >Q O 1 w LJ 0 cn Of w O J O Q U Z O I- 0 Z J Of D m jT STA 55+36.48 TO STA 61 +56.13 DOUBLE REINFORCED PAVEMENT LINDQUIST CENTER SEE DETAIL SHEET U.3 GIBSON SQUARE - ADJUST p ADJC1„ SANITARY r-------- DI {, I �I WATER cn - MANHOLE TEMPORARY CONSTRUCTION ADJUST POWER _a I VALVE ❑ _ EASEMENT WIDTH VARIES, MANHOLE -J x. o PROPOSED DECORATIVE FOLLOWS LINDQUIST (BY OTHERS) ___, I • �"'-10• - _ _. - ; . ' �c I _ 'I BRICK PAVERS (TYP.) CENTER BUILDING FACE 10' TEMPORARY TEMPORARY ______L ,� c_� -_ - ----------� - .. v , _ ADJUST POWER PROPOSED PCC 16 CONSTRUCTION CONSTRUCTION 7, �� >v�� MANHOLE OTHERS) SIDEWALK (TYP.) I L----y-�------- --- EASEMENT gL - BY -- --- -- ---- -� r /'----- EXISTING RIGHT OF WAY (TYP.) ow RO (ROW) 5' BURLINGTON ST FULL DEPTH REPAIR REPLACE REPLACE STORM INTAKE PROPOSED PCC DRIVEWAY ADJUST UTILITY SEE SHEET K.18 3 (BY ADJUST STORM MANHOLE SANITARY MANHOLE o BURLINGTON ST BASELINE ADJUST STORM MANHOLE O o ADJUST SANITARY / MANH�E —� J / O JANHOLES o p O O a v_ O � - . - - --I - - ---- - -- - --- - --- +m- ADJU51NADJUST — Oo�; COMMUNICATION 0 cD COMMUNICATION PROPOSED STORM SEWER SEE M SHEETS (TYP.) r ' 10' MANHOLES BY OTHERS f,' : z -' ADJUST STORM MANHOLE ( ) qx, % ( l_, _ g a { `/ r: Z d _ (B ) PROPOSED PCC DRIVEWA MOTHERS O SAW CUT Row (ov, i — - - . - ; 5' --- —---------- -'=— --� —------ ---- ----- — ❑ �_ � _ _ ---------------� --- -- -- ----- I �— � _ CONSTRUCTION EASEMENT `. JUST INTAKE ___ -- - - -- ILI ATE LID 180' - 7PROPOSED o STORM I L I ENTACREST GARDEN APARTMENTSI i D LOWER LID • w 10' TEMPORARY L o I PROPOSED 8 H o, LEGEND _ INSTALL PADJUSTI BAND ���• ACK OF CURB(TYP.)l GAS VALVES (BY OTHERS) -CONSTRUCTION-' i e1A Overlay SEE DETAILU.2 SEE DETAIL SHEET U.2 INTEGRAL � I --- - - EASEMENT 4' I KUM dt GO 9' CURB & SIDEWALK I - 11 De P1� ° HMA SEE DETAIL SHEET U.2 I PROPOSED 1.5' CURB Pave nt�Driveway CAMPUS REC AND POWER CAFE �I I INSTALL PCC PAVER BAND &GUTTER (TYP.) w -"' PC.L Sid eraT WELLNESS CENTER SEE DETAIL U.2 0 40 - � --- I I I Brick Paver? 680 LOW POINT ELEV = 652.32 680 LOW POINT STA = 61 +25.36 PVI STA = 62+62.86 PVI ELEV = 653.06 K = 41.07 VC r7o N 7r� �275,00' cO 670 N + + 670 + �W �U + rn O cD �m U ��� III II 04 II m W —' Q � L N 660 Y w L PROPOSED PROFILE - 660 W' m J J m .ujW Q ifOf 2 0.47% 0.28% 0.54% 53% 650 650 EXISTING PROFILE cq*O JJ UU b X W d O d 59+00 60+00 61+00 62+00 63+00 64+00 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER D.2 LJ lY Lw o' w tr u� UCENTERT � CAPITOL STREET GARAGE III EXISTING RIGHT -- - a OF WAY (TYP.) •PROPOSED I DECORATIVE I BRICK PAVERS-- , -------J' V ;v 7 1 I _ ,--------------� (ROW)- 0 5' 47' FULL DEPTH HMA I RECONSTRUCTION o / O0 '�' STA. 64+49.63 TO o0,,-EP: 67+00.00 O ' ' - 0 z - -- - - X BURLINGT o STA. 64+96.8g � - -�— - -f - to - � —r— - N 10, -----:G-or----(G-)---- G-or------cG Ba--- 12" w 12" ---- �2" W 1Z' w ---+i --- — --- -- - _-- — -- -� Las _r ROWS `-(T-s0 40 (ROW RQ --Y(E B� ,LEGEN _J--®- (T e)- -(T-s)-� (T- ZADJUST STA. 64+49.63 END 3"QHMA OVERLAY BEGIN HMA HMA Overlay PAVEMENT RECONSTRUCTION POWER Full Depth HMA �a MANHOLE PROPOSED 4" PCC i PCC Pavement/Driveway -- SIDEWALK (TYP.) i I PCC Sidewalk © y 1 C.•;»'"? PENTACREST GARDEN I ; ; ® Brick Pavers APARTMENTS I I rn ao C14 W + O� ro + N 690 0 II + II Q n 690Ln Q II Lo 0 co + II Q Y II Q LoII ~ Q m 11 y II Co w a 680 la- Y I m w Q 680 Y II m p < 5 60q° w a PROPOSE PROFILE o 670 o 6•T5% `O 670 3� � / • EXISTING PROFILE—/ 660 U CJ X w d O L 64+00 65+00 66+00 67+00 ROAD DESIGN * CADD PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER D.3 U Q O 1 LLJ 0 L,J m (l ) m LLJ m O I— E— tn J O Q U (n Z O f— C� Z _I m III I it l I I II O I,! III — ' O II r' IIII �II It. III X -- _ L; z REMOVE APPROX. 143.8 LF OF DECORATIVE FENCE I'3 � REMOVE TO NEAREST POST E (w) REINSTALL AT SAME LOCATION WHEN GRADING AND SODDING IS COMPLETE REMOVE 5.8 a u 'x2.3' PCC FOOTING :-r REMOVE TO 3' MIN. BELOW SURFACE (w) - C� f I � REMOVE 8 LF OF POST AND - - -� (, r-- q- (I _ HAIN FENCE ONE SECTION) -�r - f �� I g J (f_--Cw� �- SS (Wi'-- \� Ir�I I m II Jr IST.— 7 S -�} rt--C- t o ST - — - -- - -- - I�-Ew?--(w)—--f'r+J----(w5— C�y� i �_- I�04 04 04 0— — h ---_7-----------T - — _ — REMOVE SANITARY SEWER --L--------- MANHOLE I -,I L_ -� e--- (E e OVE T _ -o� _ =.v; - -_ - = URLING - --- - ----- TRAFFIC SIGNAL --- - - __- 2 B TON ST REI"I REIdOVE -INTAKE GRATES AND-_ - - -_ _ -- - -- - - -- _ _ -- - - ^ADJUSTMENT -RINGS - -- - -- - - - - - - - - - o ifO - �- o _ - - - II � ''.� - + _ _ L0 REMOVE STORM INTAKE nl `REMOVE DECORATIVE LIGHTING p REMOVE DECORATIVE LIGHTING 4I I Isl L�--z- m ® ---- --- REMOVE INTAKE TOP---� ---� - -- ---- --- �>' -J I 1 --- -- - - REMOVE SEE N SHEETS FOR TRAFFIC SEE--N-SHEETS SIGNAL TRAFFIC SIGNAL REMOVALS REMOVE SANITARY SEWER I N _ _ _ _ _ _ �- _ ____—__- ------ - ------ - -- MANHOLE 4 - ® ® �r rr -- REMOVE ELECTRIC CONDUIT IF IN it ;0 �� �. CONFLICT WITH PROPOSED IMPROVEMENTS. REMOVE 30.8 LF OF DECORATIVE OTHERWISE ABANDON IN PLACE.�I I N LEGEND z I I j O Street Removal Drive/Parking Removal r-, Sidewalk Removal D Brick Removal Pavement MillingI � .,a �� Lu I I N i� NI rr III �I U. l III E � I � 0 40 � N I I ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER F.1 �IJI O fi� ST-c� ti Z soli) II � ® A . II j z_ V \ II z \ \ ABANDON EXISTING LIGHTING CONDUIT IN PLACE o �) I , �REMOVE TRAFFICSIGNAL V Cvly -- — tB) REMOVE TRAFFIC SIGNAL ---- T • a j REMOVE TRAFFIC SIGNAL REMOVE STORM INTAKE REMOVE SANITARY SEWER REMOVE STORM SEWER MANHOLE S\ o - - o WEST BURLINGToON ST o _ _ 0 0 0 _ _ I + +-- — — - - — — '! tC14D r REMOVE REMOVE HANDHOLE o___ __ __ , STORM INTAKE r a d .. al __ -- ED- RLMOVE STORM INTAKE m O REMOVE,TRAFFIC SIGNAL: REMOVE TRAFFIC EXISTING LIGHTING CONDUIT �- SIGNAL I ABANDON IN PLACE, REMOVE DO NOT DISTURB BOULDERS I AS REQUIRED IF IN CONFLICT I II I I a I ! REMOVE 90' BEND IN WATER MAIN AND APPROXIMATELY 6.5 LF OF WATER MAIN. O to L— C: SEE N SHEETS FOR TRAFFIC SIGNAL REMOVALS 0 0 0 O j LEGEND z 1, N Street Removal N Drive/Parking Removal Sidewalk Removal Brick Removal Pavement Milling 0 40 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER F.2 0 0 0 0 -I*---�- - --H- 0 0 I --�- (V L17 ALIGNMENT DATA ALIGNMENT POINT STATION NORTHING EASTING BURLINGTON ST. BASELINE BP 50+00.00 610121.366 2175468.694 PC 54+23.98 610112.866 2175892.593 PCC 55+17.48 610102.288 2175985.355 PT 57+37.57 610081.015 2176203.963 E P 67+00.00 610093.563 2177166.314 SAW CUT WEST OF RAILROAD FOR WIDENING BP 0+00.00 610129.533 2176009.871 PC 0+15.00 610124.970 2176024.161 PT 1 +06.03 610110.492 2176113.688 EP 1 +32.36 1 61011 U.187 2176140.017 PAVER BAND BP 10+00.00 1 610040,208 2176238.239 EP 13+09.24 1 610044.240 12176547.449 0 Delta=17*02'37" Length=91.03 CONTROL POINT (TYP.) Radius=306.00 Chord=90.69 BASELINE Chord Brg=S80'48'49"E SAW CUT WEST Tangent=45.85 OF RAILROAD T FOR WIDENING p Z BP: 0+00.0 0 0 Oo 0 PRC: 55+17.48 0 -I o M ---f-- -I 4 __ _ LO LO ¢ - PC: 54+23.98 to Delta=10'42'51 Length=93.5 Radius=500.0 Chord=93.3 Chord Brg=S83'29'39"E Tangent=46.89 Delta=12*36'36" Length=220.08 Radius=1000.00 Chord=219.64 Chord Brg=S84'26'31 "E Tangent=1 10.49 dam► �1 I9RLIIMFON kT WELINE _ + M P: 1+32.36`=ice T: 1 +06.03 T: 57+37.57 _ try 0 0 +00 `n u') BURLKGTOW& "' SURVEY CONTROL DATA POINT # NORTHING EASTING ELEVATION DESCRIPTION STATION OFFSET CP-1 610128.392 2176095.132 650.93 1/2" RBR 56+24.82 42.71 L CP-2 610140.432 2176567.837 652.02 X IN PCC 61+02.69 54.66 L CP-3 609825.610 2176569.876 651.37 X IN PCC 61 +00.62 260.16 R CP-4 610048.864 2176874.298 663.19 1/2" RBR 64+07.93 40.89 R CP-5 610167.923 2176985.536 673.58 1/2" RBR 65+20.71 76.70 L CP-6 1610270.17912176189.923 652.01 LAND SPIKE 57+23.91 189.25 L 0 0 BP: 10+00.00-r BASELINE -PAVER BAND �J IROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER G.1 ' n 0 U) K BASELINE -FRONT OF SIDEWALK MADISON TO CAPITOL (NORTH) cn CONTROL POINT (TYP.) 0 z P: 100+00.00 95 2 I fA EP: 103+71.38 1 00 0 P��5 00 00 0 - - t - F - -+-- (PI: 100+31.22 0 0 0 0 0 0 0 Lo rn co BURLINGTON ST BASELINE 0 0 0 0 BASELINE -PAVER BAND ►I D O r cn PI: 100+43.07 0 0 0 0 0 0 0 � o � - --+--- ±---4----+- --F--- - -- --- --+---- - - co rD co to C: 200+09.24 o PI: 201 +86.1 1 0 00 PI: 203+63.42� 0P: 213+0924 0 0 o -o- --I-- - N+ --� -- - M N N 84 N NT: 200+25.76 '04 RC: 200+15.60 I: 203+69.42 1 P: 200+00.00 BASELINE -FRONT OF SIDEWALK MADISON TO CAPITOL (SOUTH) SURVEY CONTROL DATA POINT # NORTHING EASTING ELEVATION DESCRIPTION STATION OFFSET CP-1 610128.392 2176095.132 650.93 1/2" RBR 56+24.82 42.71 L CP-2 610140.432 2176567.837 652.02 X IN PCC 61+02.69 54.66 L CP-3 609825.610 2176569.876 651.37 X IN PCC 61+00.62 260.16 R CP-4 610048.864 2176874.298 663.19 1/2" RBR 64+07.93 40.89 R CP-5 610167.923 2176985.536 673.58 1/2" RBR 65+20.71 1 76.70 L CP-6 610270.179 2176189.923 652.01 LAND SPIKE 57+23.91 1189.25 L CURVE TABLE CURVE RADIUS LENGTH CHORD DIRECTION DELTA ANGLE ITANGENTI CHORD Cl 16.00 10.16 N70057' 48.51 "E 36°22'24 5.26 9.99 C2 10.00 6.36 N71 ° 00' 26.36"E 36027'39 3,29 6.26 0 o BURLINGTON ST P: 67+00.00 r.� c c.� .:a ALIGNMENT DATA --C­) $" ALIGNMENT POINT STATION NORTHING-: ANING BURLINGTON ST. BASELINE BP 50+00.00 610121.36CM5g8.69TI PC 54+23.98 6101- 175 2.593 PCC 55+17.48 610102.288 2175U5.355 PT 57+37.57 610081.015 2176203.963 EP 67+00.00 610093.563 2177166.314 PAVER BAND BP 10+00.00 610039.708 2176238.245 EP 13+09.24 610043.740 2176547.456 FRONT OF SIDEWALK MADISON TO CAPITOL (NORTH) BP 100+00.00 610152.324 2176621.937 PI 100+20.75 610132.385 2176626.205 PI 100+31.22 610124.819 2176633.440 PI 100+43.07 610121.120 2176644.702 EP 103+71.38 610125.990 2176972.972 FRONT OF SIDEWALK MADISON TO CAPITOL (SOUTH) BP 200+00.00 610045.909 2176634.490 PC 200+09.24 610046.032 2176643.726 PRC 200+15.60 610048.068 2176649.643 PT 200+25.76 610051.325 2176659.084 PI 201+86.11 610053.705 2176819.415 PI 201+90.48 610054.767 2176823.659 PI 203+63.42 610057.332 2176996.580 PI 203+69.42 610055.958 2177002.421 EP 204+00.00 610056.531 2177032.994 ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER G.2 a 0 N 0 m i ro NHSX-001-5 120--3H-52 Parcel # GPN # Owner Iowa City R.O.W. (Sq. ft. Construction Easement (Sq. ft. Utility Easement (Sq. ft. 1 1010353001 State of Iowa F/B/O the State University of Iowa 14,301 1010352002 6 1010355002 4,583 O STATE OF IOWA F/B/O THE STATE UNIVERSITY OF IOWA 1010353001 & 1010352002 EXISTING RIGHT OF WAY EASEMENT 2 o Z o ------------------ ----- TEMPORARY p N �_ 200'------- CONSTRUCTION --- --------------------------- I EASEMENT (TYP.) 27.0' F--40' 17.0' PC: 54+23.9 '----__ I-- — — — _ _ _ (ROW) (ROW (ROW) --(ROW (ROW (ROW; O (� Q - --I- - F - - -- — -- --- -- --- — 57+37.57 0 PRC: 55+17.48 cow- - -__I _ _ 0 0 0 0 Ln + - - + —F-- - + - --H— - o+ 0)LO � L0 0 BURLINGTON ST (ROW (ROW (ROW --Q -_ - - - - --•-- +-----i804L ---------- 25' 2' 42' 29' 0 6 0 — -- gg' ---- STATE OF IOWA F/B/O THE STATE UNIVERSITY OF LEGEND PARCEL NUMBER IS PROPOSED RIGHT-OF-WAY AL EXISTING AND PROPOSED RIGHT-OF-WAY EASEMENT AND EXISTING RIGHT-OF-WAY CONSTRUCTION EASEMENT O (TEMPORARY) PERMANENT EASEMENT IDOT RIGHT-OF-WAY IIOWA CITY RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY ROW TEMPORARY CONSTRUCTION -------------- EASEMENT UTILITY EASEMENT — — — N .�0 0 Z 1 "UNIVERSITY OF IOWA WATER PLANT" & "GIBSON SQUARE IOWA 1010355002 "CAMPUS RECREATION AND WELLNESS CENTER" 13' 0 ..j 19' 20' 3 0 (W1.51 4 I I I I 3 I I I I U Q O 1 LLJ w LiJ O Un J O Q U Z O F-- c z J m I ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 I SHEET NUMBER H.1 I No 0 1 O I O OF IOWA STATE OF IOWA F/B/O THE 1�10103779 021TM STATE UNIVERSITY OF IOWA 0 Z 1010351003 o o "CAPITOL STREET GARAGE"' "LINDQUIST CENTER" o r 16' --� 20' ' ' ' r— Q--- --- O---I 10—------� ROW 6 2 2 6' }Y, I -- ---� (ROW} -0 (ROW (ROW) (ROW (ROW}—�— P: 67+00.00 BURLINGTON ST 0 0 0 0 0 00 0 0 0 0 0 cD 20' 10' TEMPORARY CONSTRUCTION EASEMENT (TYP.) (ROW (ROW (ROW) ' (ROW i (ROW) (ROW (ROW) —O 1 I 20' -------- --- t---.A 7' 5' Y PROPOSED RIGHT -OF -WA . n ... 10' I HIPPEE OIL COMPANY i 100-500 LLC 1010356002 — _ — — — — --- - — 1010356001 - — — - "KUM & GO" I I � I I 1 I I 0 PARCEL NUMBER PROPOSED RIGHT-OF-WAY EXISTING AND PROPOSED RIGHT-OF-WAY EASEMENT AND EXISTING RIGHT-OF-WAY CONSTRUCTION EASEMENT (TEMPORARY) PERMANENTEASEMENT IDOT RIGHT-OF-WAY IIOWA CITY RIGHT-OF-WAY EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY ROW TEMPORARY CONSTRUCTION -------------- EASEMENT UTILITY EASEMENT — — — — — — — EXISTING '_ I UTILITY EASEMENT , I I I I I I I I I � I I NHSX-001-5(120)-3H-52 Parcel # GPN # Owner Iowa City Construction Utility Easement R.O.W. (Sq. ft. Easement (Sq. ft. (Sq. ft. 2 1010351003 State of Iowa F/B/O the State 3,136 University of Iowa 4 1010356001 100-500 LLC 140 J5 1010356002 1 Hippee Oil Company 00 2,142 ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 I FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —50 20)--3H-52 I SHEET NUMBER H.2 I Advance Signing — PHASE 1 PORTABLE DYNAMIC MESSAGE DEVICE - MESSAGE WORDING TO BE PROVIDED DURIN ONSTRUCTION LEGEND X DRUMS 42 INCH CHANNELIZERS TYPE 3 BARRICADE -�-Q 052 ARROW PANEL DIRECTION OF TRAVEL 0 TEMPORARY SIGN ® PHASE 1 WORK AREA MELROSE AVE ROAD WORK AHEAD W20-1 nlIA'D" W20-3 ROAD CLOSED R11-2 WORK '11AHEAD W20-1 PORTABLE DYNAMIC MESSAGE DEVICE MESSAGE WORDING TO BE PROVIDED DURING CONSTRUCTION W BENTON ST W IOWA AVE ROAD CLOSED R11-2 W WASHINGTON ST I-'°q_"V W20-3 PROJECT LOCATION -q IBURYNGTON ST y ROAD C WORK Z� AHEAD O in W20-1 N C m O m 4 C-) ..•�' i i NOTES: PHASE 1 • CLOSE BURLINGTON ST FROM S RIVERSIDE DR TO S MADISON ST. ALLOW ACCESS TO UNIVERSITY OF IOWA LOT 3 VIA BURLINGTON ST AND FRONT ST. REFER TO J.26 AND J.27 FOR DETAILS. FOLLOW IDOT STANDARD ROAD PLAN TC-252 MODIFIED TO ALLOW LOT 3 ACCESS. CLOSE FRONT ST SOUTH OF BURLINGTON ST. FRONT ST NORTH OF BURLINGTON ST TO OPERATE AS SELF-REGULATING SINGLE LANE, MAINTAIN ONE LANE (1 1- MIN.) THROUGHOUT PHASE 1. SEE PHASE 1 A, 1 B, AND 1 C DETAILS ON SHEETS J.28 AND J.29. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTEDCOMPLETE RAILROAD, HMA RESURFACING, AND PATCHING WORK AS SHOWN IN THE CONTRACT DOCUMENTS • MINIMIZE DRIVEWAY CLOSURE TIME • MAINTAIN ACCESS TO ALL BUSINESSES • REFER TO SHEET J.2 FOR PHASE 1 DETOUR PLAN ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER J.1 0 PHASE 1 DETOUR LEGEND X DRUMS 42 INCH CHANNELIZERS Q11 TYPE 3 BARRICADE Fl 2 ARROW PANEL =—)110- DIRECTION OF TRAVEL TEMPORARY SIGN ® PHASE 1 WORK AREA - �-- PHASE 1 VEHICLE DETOUR -f-►- PHASE 1 PEDESTRIAN DETOUR PHASE 1 ALTERNATE PEDESTRIAN DETOUR SURLMTON ST/HWY I CLOSED AT S RIYERSDE DR LOT 3 ACCESS ON_-\ LY SP-1 w L , AHEAD JROSE AVE L • SP-4 MYRTLE AVE W IOMA ME W WASHINGTON ST E� IDUOUR FRONT ST BURLINGTON ST �— PROJECT LOCATION N 4 W COURT ST Nxg � d M SP-3 it W BENTON ST BURLINGTON ST 9DETOUR HWY 1 W 0 1000 BURLNOTON ST/HWY I CLOSED AT S RIVERSDE DR LOT 3 ACCESS ONLY SP-4 1 E PRENTISS ST URLINGTON S DETOUR --- 1 BURLINGTON ST DETOUR 1 1 1 URLINGTON ST URLINGTO BURLNGTON ST DETOUR DETOUR DETOUF IN \ END DETOUR 7- N N N `dx ST BURLINGTON ST DETOUR t I i KIRKWOOD AVE "wI' e BURLINGTON ST DETOUR NOTES: • PLA1 OSEBU RLINGTON URLINGTON ST FROM S RIVERSIDE DR TO S MADISON ST. ALLOW ACCESS TO UNIVERSITY OF IOWA LOT 3 VIA BURLINGTON ST AND FRONT ST. REFER TO J.26 AND J.27 FOR DETAILS. FOLLOW IDOT STANDARD ROAD PLAN TC-252 MODIFIED TO ALLOW LOT 3 ACCESS. CLOSE FRONT ST SOUTH OF BURLINGTON ST. FRONT ST NORTH OF BURLINGTON ST TO OPERATE AS SELF-REGULATING SINGLE LANE, MAINTAIN ONE LANE (11' MIN.) THROUGHOUT PHASE 1. SEE PHASE 1A, 18, AND 1 C DETAILS ON SHEETS J.28 AND J.29. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED. • VEHICLE TRAFFIC DETOUR TO UTILIZE HWY 6 AND S GILBERT ST AS SHOWN ABOVE. ADDITIONAL SIGNAGE DIRECTING DRIVERS TO LOT 3 SHALL BE INSTALLED AS SHOWN ABOVE. • MAINTAIN AT LEAST 1 PEDESTRIAN ROUTE AS SHOWN IN INSERT 1. ADJUST CLOSURE AND SIGNAGE AS REQUIRED. SIDENALK CLOSED AHEAD R9-11 N - SIDEWALK CLOSED AHEAD �- CROSS HERE R9-11 NJ MAINTAIN AT LEAST 1 PEDESTRIAN ROUTE s6k FRONT ST 31 SIDEWALK CLOSED AHEAD CROSS HERE ._ R9-11 jMIS BURUNGTON ST r.. r. r�1 SIDENALK CLDSED - . %HEAD � CRO55 MERE I INSERT 1 SCALE: 1 "=200' r- I ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY IPROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER J.2 I ;T D 0 O Z S� s "" + ® PHASE 1 WORK AREA —i SIDEWALK CLOSED IN 2020 REFER TO SHEETS J.28 & J.29 BY UNIVERSITY OF IOWA g, GIBSON SQUARE OLD CAPITOL TUNNEL PROJECT x CLOSE OUTSIDE THRU LANE PER TRAFFIC I :, CONTROL PLAN SHOWN IN PHASE 2. ---r-- TEMPORARY RIGHT 1 LINDQUtST r; / I TURN LANE SYMBOL '. �.� '�- CENTER � IL' PHASES 1A, 16, 8 1C I 0 _ 7e _ - �� � -- -- x _ ~�/ — - BURLINGTON ST - _ — • — • • x- Lo — _ - _ -- _ PHASE 1— / x e w — q r r.- ? s' /KUM & GO NE ' M - - UNIVERSITY OF - CAMPUS RECREATION AND IOWA POWERWELLNESS CENTER PLANT f O F , a.� _4 _Y S �� ' .REFER TO SHEET J.4 . _ � . _ i � � '• NOTES: PHASE 1 (,SEE PROPOSAL FOR PHASE 1 CONTRACT CONDITIONS) • CLOSE BURLINGTON ST FROM S RIVERSIDE DR TO S MADISON ST. ALLOW ACCESS TO UNIVERSITY OF IOWA LOT 3 VIA BURLINGTON ST AND FRONT ST. REFER TO J.26 AND J.27 FOR DETAILS. FOLLOW IDOT STANDARD ROAD PLAN TC-252 MODIFIED TO ALLOW LOT 3 ACCESS. CLOSE FRONT ST SOUTH OF BURLINGTON ST. FRONT ST NORTH OF BURLINGTON ST TO OPERATE AS SELF—REGULATING SINGLE LANE ROAD, MAINTAIN ONE LANE (11' MIN.) THROUGHOUT PHASE 1. SEE PHASE 1A, 1 B, AND 1 C DETAILS ON SHEETS J.28 AND J.29 FOLLOW IDOT STANDARD ROAD PLAN TC-252. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED ' NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED. • REMOVE FRONT ST PAVEMENT/CURBS NEEDED TO CONSTRUCT TEMPORARY PAVEMENT. PAVE TEMPORARY PAVEMENT. • COMPLETE SANITARY SEWER MANHOLE REPLACEMENTS. • COMPLETE RAILROAD AND FULL DEPTH HMA APPROACH SECTION AS SHOWN ON SHEET J.4. • COMPLETE PCC PAVEMENT AND PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS. CONSTRUCT FRONT ST NORTH OF BURLINGTON ST ONE HALF AT A TIME. SEE PHASE 1 A, 1 B, AND 1 C DETAILS ON SHEETS J.28 AND J.29 REFER TO SHEET J.2 FOR PHASE 1 DETOUR PLAN • CONTRACTOR IS ENCOURAGED TO TAKE ADVANTAGE OF THE FULL ROAD CLOSURE AND COMPLETE AS MANY IMPROVEMENTS IN THIS AREA AS POSSIBLE.` WORK SHOWN IN OTHER PHASES SUCH AS PATCHING BETWEEN FRONT ST. AND MADISON ST. SHOWN TO BE COMPLETED IN THE PHASE 4 AND 5 MAY BE COMPLETED IN PHASE 1. WORK IN PHASE 2 MAY ALSO BE COMPLETED DURING PHASE 1. COORDINATE WORK AND SCHEDULE WITH THE -_ UNIVERSITY OF IOWA OLD CAPITAL TUNNEL PROJECT CONTRACTOR. I _ ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 sHEEr NUMBER J.3 PHASE 1 LEGEND X DRUMS 42 INCH CHANNELIZERS Q 0 TYPE 3 BARRICADE ' ARROW PANEL DIRECTION OF TRAVEL O Z IT, r n— TEMPORARY SIGN PHASE 1 LEGEND X DRUMS % p 42 INCH CHANNELIZERS 0n TYPE 3 BARRICADE �� , �—` -� U) i 755 ARROW PANEL —.)lo- DIRECTION OF TRAVEL REPLACE SANITARY SEWER MANHOLE. /4. �— TEMPORARY SIGN ® PHASE 1 WORK AREA'=--- REPLACE CURB AND INTAKE TOP IN PHASE 1 PHASE 1 NOTES: PHASE 1 (SEE PROPOSAL FOR PHASE 1 CONTRACT CONDITIONS) -- • CLOSE BURLINGTON ST FROM S RIVERSIDE DR TO S MADISON ST. ALLOW ACCESS TO UNIVERSITY OF IOWA LOT 3 VIA BURLINGTON ST AND FRONT ST. REFER TO J.26 AND J.27 FOR DETAILS. — — — I FOLLOW IDOT STANDARD ROAD PLAN TC-252 MODIFIED TO ALLOW LOT 3 ACCESS. CLOSE FRONT «> ST SOUTH OF BURLINGTON ST. FRONT ST NORTH OF BURLINGTON ST TO OPERATE AS SELF—REGULATING SINGLE LANE ROAD, MAINTAIN ONE LANE (11' MIN.) THROUGHOUT PHASE 1. SEE PHASE 1A, 1 B, AND 1 C DETAILS ON SHEETS J.28 AND J.29. FOLLOW IDOT STANDARD ROAD PLAN TC-252. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS FULL DEPTH PCC PAVEMENT SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE AND SIDEWALK TO BE STANDARD ROAD PLAN LISTED. CONSTRUCTED IN • REMOVE FRONT ST PAVEMENT/CURBS NEEDED TO CONSTRUCT TEMPORARY PAVEMENT. PAVE PHASE 1 OR PHASE 3 TEMPORARY PAVEMENT. • COMPLETE SANITARY SEWER MANHOLE REPLACEMENTS. • COMPLETE RAILROAD AND FULL DEPTH HMA APPROACH SECTION AS SHOWN ON SHEET J.4. • COMPLETE PCC PAVEMENT AND PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS. CONSTRUCT FRONT ST NORTH OF BURLINGTON ST ONE HALF AT A TIME. SEE PHASE 1A, 1B, AND 1C DETAILS ON SHEETS J.26 AND J.27. • REFER TO SHEET J.2 FOR PHASE 1 DETOUR PLAN • CONTRACTOR IS ENCOURAGED TO TAKE ADVANTAGE OF THE FULL ROAD CLOSURE AND COMPLETE AS MANY IMPROVEMENTS IN THIS AREA AS POSSIBLE. WORK SHOWN IN OTHER PHASES SUCH AS PATCHING BETWEEN FRONT ST. AND MADISON ST. SHOWN TO BE COMPLETED IN THE PHASE 4 AND 5 MAY BE COMPLETED IN PHASE 1. WORK IN PHASE 2 MAY ALSO BE COMPLETED DURING PHASE 1. COORDINATE WORK AND SCHEDULE WITH THE UNIVERSITY OF IOWA OLD CAPITAL TUNNEL PROJECT CONTRACTOR. STA: 56+58.60 OFFSET: 7.98' R EXISTING PCC PAVEMENT 6" SPECIA BACKFILL CRANDIC RAILROAD IS REPLACING TRACKS THROUGH THE ROADWAY CROSSING AND SIDEWALK —CROSSING. CITY'S CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE FULL DEPTH HMA PAVEMENT APPROACH SECTION AS SHOWN ON THIS SHEET. - ❑ INSTALL 9" PCC PAVEMENT WIDENING WITH 9" STANDARD CURB HMA INTERLAYER PAVED IN PHASE 5. PROVIDE HMA WEDGE TO ATTAIN SMOOTH DRIVING SURFACE 0 30 DURING CONSTRUCTION. MILL THIS WEDGE PRIOR TO PHASE 5 RESURFACING. PLACE fit, FINAL 2" SURFACE LIFT WITH NO TRANSVERSE JOINTS. _ INSTALL TRENCH DRAIN BURLINGTON ST 00 — u'� INSTALL FULL DEPTH HMA REPLACE SANITARY SEWER MANHOLE. THIS MANHOLE WILL NEED TO BE REPLACED PRIOR TO RAILROAD CROSSING PANEL REPLACEMENT SO AS NOT TO UNDERMINE THE CROSSING PANELS. CONTRACTOR IS ENCOURAGED TO PAVE FULL DEPTH PCC PAVEMENT INTERSECTION IN PHASE 1„ IF POSSIBLE. IF PAVING IS COMPLETED IN PHASE 3, THE BOXOUT AROUND THE SANITARY o SEWER MANHOLE SHALL BE PATCHED WITH TEMPORARY HMA (2" SURFACE, 4" BASE). c� O w O ,1 _M rn CD F--5.5' RAILROAD CROSSING 5.5'�+ 12" HMA / r16" HMA r-16" HMA 6" SPECIAL BACKFILL 6" SPECIAL BACKFILL AFTER RAILROAD CROSSING PANELS; ARE INSTALLED, PAVE FULL DEPTH HMA UP TO EDGE OF PCC PRECAST RAILROAD CROSSING PANELS. FINAL 2" HMA SURFACE LIFT SHALL BE INSTALLED WITH HMA OVERLAY. INSTALL 5.5' HMA WEDGE TO SURFACE OF PANELS TO PROVIDE SMOOTH DRIVING SURFACE DURING CONSTRUCTION. MILL THIS EDGE PRIOR TO PHASE 4 AND 5 RESURFACING. PLACE FINAL 2" SURFACE LIFT WITH NO TRANSVERSE JOINTS. . 2" HMA SURFACE LIFT 12" HMA (PLACE 10" IN PHASE 1) _6" SPECIAL\,.,.--STA: 57+66.09 BACKFILL OFFSET: 4.84' R EXISTING PCC PAVEMENT BALLAST AND RAILROAD CROSSING TO BE INSTALLED BY CRANDIC SECTION A -A NOT TO SCALE ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 T FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER .1.4 Advance Signing — PHASE 2 N W IOWA AVE PROJECT c LOCATION •0 500 r — W WASHINGTON ST ROAD ROAD WORK w WORK I AHEAD C� ! ii AHEAD ROAD C -r AHOEAD I I W20-1 WORK ! W20-1 I AHEAD -- W20-1� v I = W20-1 RKI LANE ENDS 1W' 100' MERGE LEFT �1RLINGTON v W9-2 01ta W SNMKµj RIGHT LANE il�lltlt C1AJ10 � I I ANW t� MUST I TURN RIGHT �Q SID�AY\ MELROSE AVE R9-11a \ C.�.S� � I � I W COURT ST 11 j R3-7R ROAD \ ROAD WORK AOA� i I AHEAD ROAD WORK W20-1 I I W20— 1 � \ AHEAD TRAFFIC CONTROL BY ggg 0 OTHERS PER UNIVERSITY i W20-1 OF IOWA CAPITOL TUNNEL ;> PROJECT :. J 1 x w � w MyM ME -- LEGEND w X DRUMS 42 INCH CHANNELIZERS QQ TYPE 3 BARRICADE I ARROW PANEL DIRECTION OF TRAVEL 0 TEMPORARY SIGN W BEIMN ST ® PHASE 2 WORK AREA LANE CLOSED BY OTHERS - PER UNIVERSITY OF IOWA CAPITOL TUNNEL PROJECT NOTES: PHASE 2 • CLOSE THE WESTBOUND OUTSIDE LANE OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED. • COMPLETE STORM, SIGNAL, PCC PAVEMENT, PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS • MAINTAIN ACCESS TO ALL BUSINESSES • MAINTAIN ONE NORTH -SOUTH SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. I ROAD DESIGN ' CADD ' PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER J.5 1 BOTH EXISTING NORTHBOUND LANES OF MADISON ST WILL BE CLOSED FOR THE ENTIRE PHASE 2 CONSTRUCTION SEASON FROM BURLINGTON TO JUST SOUTH OF WASHINGTON ST. BOTH EXISTING SOUTHBEOUND LANES OF MADISON ST FROM BURLINGTON TO WASHINGTON WILL REMAIN OPEN TO ALLOW ONE LANE OF TRAFFIC IN EITHER DIRECTION (NORTH AND SOUTH), EXCEPT DURING THE PERIOD FROM APPROXIMATELY MAY 18 — JUNE 29 WHEN THE �r EXISTING TWO SOUTHBOUND LANES WILL BE CLOSED ENTIRELY BETWEEN BURLINGTON AND 0 FRONT STREET, BUT WILL REMAIN OPEN (LOCAL TRAFFIC ONLY / NO THROUGH TRAFFIC) NORTH OF FRONT STREET UP TO WASHINGTON ST. (ONE LANE IN EITHER DIRECTION) DURING . THE MAY 18—JUNE 29 PERIOD TO ALLOW FOR LOCAL TRAFFIC: MAINTENANCE VEHCLES, I" CONSTRUCTION VEHICLES, DELIVERIES, GARBAGE TRUCKS, ETC. SIGNS WILL BE POSTED TO THE NORTH AT WASHINGTON ST/MADISON ST INTERSECTION INDICATING "NO THROUGH TRAFFIC" "LOCAL TRAFFIC ONLY" DURING THE MAY 18—JUNE 29 PERIOD cn r � F _ ri stop � o I Z STOP GIBSON SQUARE Z —I I N _. SIDEWALK CLOSED IN 2020 I 1 R1-1 & R3-2 —1 BY UNIVERSITY OF IOWA • (EXISTING) OLD CAPITOL TUNNEL PROJECT I I LINDQUIST R1-1 & R3-2 CENTER LEAVE IN PLACE v FROM PHASE 1 X. X PHASE 2 tt7----------------- --- —� cr X to —� _ BURLINGTON ST t �.. SEE SHEET J.20 FOR TEMPORARY TRAFFIC SIGNAL PLAN „(IM & GO o � _ ` CAMPUS RECREATION AND < UNIVERSITY OF WELLNESS CENTER IOWWERVIC PLAN to F , O o ,.* w st e t Cr3 w 'a. _. TYPICAL URBAN LANE CLOSURE TRAFFIC CONTROL CONTINUE LANE CLOSURE FOLLOW IDOT STANDARD ROAD PLAN TC-419 NOTES: PHASE 1J1. • CLOSE THE WESTBOUND OUTSIDE LANE OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. DUE TO LIMITEDy j" I SPACE TO SAFELY MERGE TRAFFIC, OUTSIDE WESTBOUND LANE BETWEEN CLINTON ST AND CAPITOL ST SHALL BE RIGHT TURN ONLY TRAFFIC. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR v INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED �I %QX , COMPLETE STORM, SIGNAL, PCC PAVEMENT, PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS — • MAINTAIN ACCESS TO ALL BUSINESSES I' • MAINTAIN ONE NORTH —SOUTH AND EAST —WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. • ADJUST SIGNAL HEADS ON S MADISON ST (SOUTH OF BURLINGTON ST) TO ALIGN WITH THE OPEN HALF OF MADISON ST (NORTH OF BURLINGTON ST) AS NECESSARY. OPERATE TRAFFIC WITH THE TEMPORARY SIGNALS INSTALLED IN PHASE 2. SEE SHEET J.20 — ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER "J6 0 60 � � 6, -, � 0- 1 Tur I x x x X X ••• x x X X ••• X • d X • TYPICAL DRIVEWAY TYPICAL DRIVEWAY CONSTRUCTION - PHASE 2C CONSTRUCTION - PHASE 2D x n DRIVEWAY CAN BE CONSTRUCTED ATa !_ (n ONE TIME. CURRENTLY NOT IN USE. t } LINDQUIST r A s CENTER ` MAINTAIN ONE-HALF OF DRIVEWAY:: CAPITOL ST -� I SEE DETAIL ABOVE GARAGE RIGHT LANE ' TEMPORARY RIGHT ` TURN RiGHr LANERENDS TURN/THRU LANE3-7 LEFT SYMBOL fF 7 25 75' - ARROW PANEL ¢�` - �. PHASE 2 _ j _ +94 - C +q4 _ 24 x _ w x x x •• xxxx 4-, - - - - - - - - • ��-�—� • x — — • • — • - - o BURLINGTON ST _ - - - +-- - - - ---+- - - + c o `° `O 'fl rn r` TEMPORARY RIGHT ' PHASE. _ TURN LANE SYMBOL - �� � T 1 D • o • �- u ro xx - s� - " _. -. < � x . , GEC .. ;,. _, .• � 3:, -- ti• « Ul KU X DRL r -. 14 INCH CH NN LIZERS �. C E if i. ��, � ��.(;. -�-� TYPE 3 BARRICADE I- �, ARROW PANEL r a. . A DIRECTION OF TRAVEL 3 TEMPORARY SIGN _ PHA SE 2 WORK AREA TYPICAL URBAN LANE CLOSURE TRAFFIC CONTROL CONTINUE LANE CLOSURE LANE CLOSED BY OTHERS 49110 i.., �' it X PER UNIVERSITY OF IOWA FOLLOW IDOT STANDARD ROAD PLAN TC-419 - CAPITOL TUNNEL PROJECT w , NOTES: PHASE 2 s.0 CLOSE THE WESTBOUND OUTSIDE LANE OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN ` «w TC-419, MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. s� ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED COMPLETE STORM, SIGNAL, PCC PAVEMENT, PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS ­7;7 R MAINTAIN ACCESS TO ALL BUSINESSES • MAINTAIN ONE NORTH -SOUTH AND EAST -WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER J.7 'rl i z ON D O r __q N Ln I I I 0 N Ln I 0 0 1 x cn z I H- U >Q O 1 LLJ LLJ U) m W O 1 I— cn J O m Q U U) z O I— 0 _z J (i m Advance Signing — PHASE 31 LA RDAD I wnRu W20-1 ANMC� MELROSE AVE aie~iloa R9-11 N RDAD W2D-5 WORK W4-2 uinn 4 4 W IOWA AVE ROAD CLOSED R11-2 fi4 ROAD CLOSED HEAD '. W20-3 0 500 W WASHINGTON ST z N C ROAD WORK AHEAD I � 4 PROJECT LOCATION I BURLINGTON ST N I g END I i I ROA I I G20-2A "' w COURT ST SIDEWALK �' s Mmx C0� CLOSED � I R9-9 R9-11a I I � .J H TRAFFIC CONTROL BY OTHERS FOR PHASE 3A PER UNIVERSITY OF IOWA CAPROL TUNNEL PROJECT SEE INSERT 1 TO RIGHT FOR S MADISON ST ADVANCE SIGNING FOR PHASE 38 W BENTON ST NOTES: PHASE 3 • CLOSE THE EASTBOUND OUTSIDE LANE OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED. •' ADVANCE WARNING SIGNS ARE LOCATED ON THE BRIDGE. WARNING SIGNS MAY BE INSTALLED WITHIN THE SIDEWALK AREA OF BRIDGE SINCE SIDEWALK IS CLOSED. SIGNS SHALL BE INSTALLED HIGH ENOUGH SO THAT CONCRETE BARRIER DOES NOT BLOCK THE VIEW OF THE SIGNS. • COMPLETE WATER MAIN, STORM, SIGNAL, PCC PAVEMENT, PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS • MAINTAIN ACCESS TO ALL BUSINESSES • MAINTAIN ONE NORTH —SOUTH AND EAST —WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. ROAD DESIGN * CADD * PRODUCED STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 LEGEND X DRUMS 42 INCH CHANNELIZERS 0 () TYPE 3 BARRICADE F5 5 ARROW PANEL DIRECTION OF TRAVEL —� TEMPORARY SIGN ® PHASE 3 WORK AREA X LANE CLOSED BY OTHERS PER UNIVERSITY OF IOWA CAPITOL TUNNEL PROJECT JOHNSON w WASHINGTON ST Rono WCRK AHEAD W20-1 RIGHT LANE cLosED AHEAD W20-5 W4-2 FRONT ST SND ROAD WORK G20-2A BURLINGTON ST A SIDEWALK CLOSED R9-9 W COURT ST ri W4-2L cLoseD LEFT LANE AHEAD W20-5L Rono WORK AHEAD W20-1 w HARRISON ST INSERT 1 — PHASE 3B SCALE: 1 "=100' COUNTY I PROJECT NUMBER NHSX-001-5(I20)--3H-52 SHEET NUMBER C= C Y � � rn ~� W J.8 PHASE 3 :v GEND F 60 UMS INCH CHANNELIZERS on TYPE 3 BARRICADE F55 ARROW PANEL DIRECTION OF TRAVEL —Q— TEMPORARY SIGN ® PHASE 3 WORK AREA X LANE CLOSED BY OTHERS PER UNIVERSITY OF IOWA CAPITOL TUNNEL PROJECT to M ... , �n WEN UNIVERSITY OF IOWA POWER PLANT R1-1 & R3-2 (EXISTING) BOTH EXISTING NORTHBOUND LANES OF MADISON ST WILL BE CLOSED FOR THE ENTIRE �. CONSTRUCTION SEASON FROM BURLINGTON TO JUST SOUTH OF WASHINGTON ST. r —I BOTH EXISTING SOUTHBEOUND LANES OF MADISON ST FROM BURLINGTON TO WASHINGTON l• WILL REMAIN OPEN TO ALLOW ONE LANE OF TRAFFIC IN EITHER DIRECTION (NORTH AND SOUTH), EXCEPT DURING THE PERIOD FROM APPROXIMATELY MAY 18 — JUNE 29 WHEN THE (n EXISTING TWO SOUTHBOUND LANES WILL BE CLOSED ENTIRELY BETWEEN BURLINGTON AND FRONT STREET, BUT WILL REMAIN OPEN (LOCAL TRAFFIC ONLY / NO THROUGH TRAFFIC) I I NORTH OF FRONT STREET UP TO WASHINGTON ST. (ONE LANE IN EITHER DIRECTION) DURING D> THE MAY 18—JUNE 29 PERIOD TO ALLOW FOR LOCAL TRAFFIC: MAINTENANCE VEHCLES, ( q CONSTRUCTION VEHICLES, DELIVERIES, GARBAGE TRUCKS, ETC. SIGNS WILL BE POSTED TO THE NORTH AT WASHINGTON ST/MADISON ST INTERSECTION INDICATING "NO THROUGH I Z TRAFFIC" "LOCAL TRAFFIC ONLY" DURING THE MAY 18—JUNE 29 PERIOD n, I STOP 1- , Z GIBSON SQUARE '. SIDEWALK CLOSED IN 2020 )m U) BY UNIVERSITY OF IOWA I i — OLD CAPITOL TUNNEL PROJECT R1-1 & R3-2 _ f T' �� ` LINDQUIST LEAVE IN PLACE = CENTER �r FROM PHASE 1 „XX I I d IMP BURLINGTON ST L � ` 4-- — r'—c+na — — �0_ PHASE 3 } SEE SHEET J.21 FOR TEMPORARY TRAFFIC SIGNAL PLAN CAMPUS RECREATION AND • - WELLNESS CENTER O BUILD INTERSECTION ' P -�c HALF AT A TIME—, f, __4 MAINTAIN ACCESS, SEE DETAIL ON SHEET J.10 TYPICAL URBAN LANE CLOSURE TRAFFIC CONTROL CONTINUE LANE CLOSURE X ro FOLLOW IDOT STANDARD ROAD PLAN TC-419 Q NOTES _.. ; . V+ PHASE 3 • CLOSE THE EASTBOUND OUTSIDE LANE OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL 7- BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED • COMPLETE WATER MAIN, STORM, SIGNAL, PCC PAVEMENT, PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS " I I • MAINTAIN ACCESS TO ALL BUSINESSES • MAINTAIN ONE NORTH —SOUTH AND EAST —WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. • ADJUST TRAFFIC CONTROL AND SIGNAL HEADS ON S MADISON ST (SOUTH OF BURLINGTON ST) TO ALIGN WITH THE OPEN HALF OF MADISON - - ST (NORTH OF BURLINGTON ST) AS NECESSARY. SEE SHEET J.10 FOR PHASE 3A & 3B DETAILS. OPERATE TRAFFIC WITH THE TEMPORARY SIGNALS INSTALLED IN PHASE 3. SEE SHEET J.21. ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER J.9 MADISON STREET - PHASE 3A MADISON STREET - PHASE 3Boi x < N U) 0 60 60 D D O O � ir r Y SIDEWALK CLOSED IN 2020 BY UNIVERSITY OF IOWA OLD CAPITOL TUNNEL PROJECT GIBSON SQUARE GIBSON SQUARE „ LINDQUIST LINDQUIST v CENTER .: __ }; � CENTER X ^x r BURLINGTON ST MADISON STREET - PHASE 36 _ - INSTALL 11 LF OF 24" TEMPORARY STOP BAR ,� • • • x I PHASE 3 (CONT'D) LEGEND X DRUMS 42 INCH CHANNELIZERS =a �- TYPE 3 BARRICADE F�� ARROW PANEL �ON,- DIRECTION OF TRAVEL - TEMPORARY SIGN ® PHASE 3 WORK AREA LANE CLOSED BY OTHERS X PER UNIVERSITY OF IOWA CAPITOL TUNNEL PROJECT ca .rs � r rn W t.� NOTES: PHASE 3 • CLOSE THE EASTBOUND OUTSIDE LANE OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED • COMPLETE WATER MAIN, STORM, SIGNAL, PCC PAVEMENT, PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS • MAINTAIN ACCESS TO ALL BUSINESSES • MAINTAIN ONE NORTH -SOUTH AND EAST -WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. • PHASE 3A, MADISON ST TRAFFIC CONTROL BY OTHERS PER UNIVERSITY OF IOWA CAPITOL TUNNEL PROJECT. COMPLETE IMPROVEMENTS TO THE EAST j OF S MADISON ST (SOUTH OF BURLINGTON ST) AS SHOWN IN THE CONTRACT DOCUMENTS. • PHASE 3B, ADJUST TRAFFIC CONTROL AND SIGNAL HEADS ON MADISON ST (SOUTH OF BURLINGTON ST) TO ALIGN WITH THE OPEN HALF OF MADISON ST (NORTH OF BURLINGTON ST). SEE SHEET J.21. COMPLETE IMPROVEMENTS TO THE WEST k OF S MADISON ST (SOUTH OF BURLINGTON ST) AS SHOWN IN THE CONTRACT DOCUMENTS. OPERATE TRAFFIC WITH THE TEMPORARY SIGNALS INSTALLED IN PHASE 3. SEE SHEET J.21. ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER J.10 C�....600, o _ 0o - - —KUM & GO DRIVEWAY - PHASE 3C -�— - —KUM & GO DRIVEWAY -PHASE 3D -+— o _ CN - '� —KUM & GO DRIVEWAY - PHASE 3E -r- --cco INSTALL WATER MAIN ' • x • 12.. • x 12" 1 w iz wRA- 131 / •'2' ----- �- r .0 Q INSTALL WATER MAIN �'� TEMPORARY GRAVEL DRIVEWAY �� TEMPORARY GRAVEL DRIVEWAY - KUM & GO 1 KUM & GO i KUM & GO �* MW LINDOUIST Z - - - - —' KUM & GO DRIVEWAY - PHASE 3F -ri-- - fit CENTER C) CAPITOL ST x • • • • GARAGE __. x �.. 12"w 12•y2'w� 1z' w.��i2"w 12' z. r +94 +44 1 _ ^ I o _ o BURLINGTON ST = — O o -tom -+-- --+ - -�-- - -+-- - +-- - -q--- -rn co .� —------- cD - KUM & GO w --- rrrr —____+ — _� --- • • • II 3 _ _ _ PHASE 3 ---- — --- — �---� - � ,. 7 _ e ' ` n I � , �.,•,, -�� � PHASE 3 (CON ) KUM & GOf[5 LEGEND _ L r . g i t' A gi 42 INCH CHANNE I ER .- L Z S , - _ �Q TYPE 3 BARRICADE (i. r, TYPICAL URBAN LANE CLOSURE TRAFFIC CONTROL CONTINUE LANE CLOSURE =r - 1 I;a. ��� ARROW PANEL FOLLOW IDOT STANDARD ROAD PLAN TC-419 `• -'- ­� DIRECTION OF TRAVEL p yw j Y TEMPORAR SIGN .. t p :' i' PHASE 3 WORK AREA _ y� � LANE CLOSED BY OTHERS ,. •� x , , I PER UNIVERSITY OF IOWA _ CAPITOL TUNNEL PROJECT ty _1 NOTES: r ;4 a'. PHASE 3 CLOSE THE EASTBOUND OUTSIDE LANE OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE -' MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED COMPLETE WATER MAIN, STORM, SIGNAL, PCC PAVEMENT, PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS MAINTAIN ACCESS TO ALL BUSINESSES MAINTAIN ONE NORTH -SOUTH AND EAST -WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JQ� {(\f SQj�f COUNTY PROJECT NUMBER j�fHSX-QQ1 -rj(20)--3H-52 SHEET NUMBER J.11 Advance Signing — PHASE 4 LEGEND X DRUMS 42 INCH CHANNELIZERS -00 TYPE 3 BARRICADE >7> ARROW PANEL —0- DIRECTION OF TRAVEL 0 TEMPORARY SIGN ® PHASE 4 WORK AREA MELROSE AVE II N W IOWA AVE 0 500 oI RDAD W WASHINGTON ST AHEAD = <9> RIGHT LANE MUST �MEecE 5 WORK AHEAD �.' W2D-1 i ' TURN RIGHT LEFT AHEAD W�� - — W20-1 R3-7R W9-2 I W20-1 W BENTON ST / a RoaO WORK AHEAD QQ W20-1 A MMU Ave T sxD 'ROAD WORK 440' TAPER 12W 126' 123' G20-2A 11 d -16 ',ROAD WORK ROAD G20-2A CLOSED PROJECT LOCATION R11-2 RDAD ROAD � WORK CLOSED AHEAD HEAD W20-1 W20-3------------.. In g BURLINGTON ST b_ Q gin � ,<r rrl m --- �+ 3 C.) D W NOTES: PHASE 4 • CLOSE THE EASTBOUND LANES OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED • COMPLETE HMA RESURFACING AND PATCHING WORK AS SHOWN IN THE CONTRACT DOCUMENTS • MINIMIZE DRIVEWAY CLOSURE TIME • MINIMIZE CLOSURE TIME TO ALL BUSINESSES. MUST NOTIFIY ALL BUSINESSES TWO (2) WEEKS PRIOR TO CLOSURE • AFTER HMA WORK IS COMPLETE, CLOSE LANES FOLLOWING IDOT STANDARD ROAD PLAN TC-419 FOR COMPLETION OF PAVEMENT MARKINGS EASTBOUND ACROSS THE BRIDGE. FLAGGERS MAY BE USED AS NECESSARY. • MAINTAIN ONE NORTH —SOUTH AND EAST —WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER J.12 m G M m 0 rn 1 N I rn 3 V 1 0 w N L U) II- 7 0 N 0 0 U Q H 0 0 M 9- _,I4-L�.,i'­I ,I -I- ,`..,��I ',��,_,-,,—�- _--I, r7- ., � i, , I,�I_, ,-I - if-' : - .. ; 4 5 mac^ PHASE 4 - Y �`. . 11 I - . , I 6�� .�- I. - I ,1.: ��z,_,O, �, r.:g _J �ti''3�d�. It r �' -_ - 4J " . .. _ i. l -. I } •'�i3, Y �, i i �> NOTES: - - a s ` A PHASE 4 , ` • CLOSE INSIDE EASTBOUND LANE OF GRAND AVE. ; • CLOSE INSIDE LEFT TURN LANE ON SOUTHBOUND RIVERSIDE DRIVE. - � rt6 .; • REDUCE EASTBOUND BURLINGTON TO ONE LANE. ,'; • COMPLETE HMA RESURFACING AND PATCHING WORK AS SHOWN IN THE CONTRACT DOCUMENTS sS_ • MINIMIZE DRIVEWAY CLOSURE TIME - ' MINIMIZE CLOSURE TIME TO ALL BUSINESSES. MUST NOTIFIY ALL BUSINESSES TWO (2) WEEKS PRIOR TO CLOSURE .. 1 k; • AFTER HMA WORK IS COMPLETE, CLOSE LANES FOLLOWING IDOT STANDARD ROAD PLAN TC-419 FOR COMPLETION OF PAVEMENT MARKINGS EASTBOUND ACROSS THE BRIDGE. FLAGGERS MAY BE USED AS NECESSARY. "'°""" ,- _< c i, • ADJUST TRAFFIC CONTROL AND SIGNAL HEADS ON S MADISON ST (SOUTH OF BURLINGTON ST) TO ALIGN WITH THE OPEN HALF OF - MADISON ST (NORTH OF BURLINGTON ST) AS NECESSARY. CLOSE THE OUTSIDE SOUTHBOUND LANES NORTH OF BURLINGTON ST. OPERATE TRAFFIC WITH THE TEMPORARY SIGNALS INSTALLED IN PHASE 4. SEE SHEET J.23. • MAINTAIN ONE NORTH —SOUTH AND EAST —WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. 1 {I • k 4, _ '' +�` { .:<_- , �y z;_ �l -;� 1 if r • ' t• _ ! -- , —: M �,,�� Ani, I _ a 1.• f '_ w s I ' w g _ :I si?,-,� . 1-:,,... -- .fir i-'; - t., f r •, �. 7 ": ` �i ,y° r_' �++�. S--- ... .'-19 , i - �- . - !` > _ s �. _- P -.v- ''i. - 'I{ a 1. l`- r. %' , I i + 4 1 !- ,y r o:. t? t j i J ) p X 11 r,,.... , ... _ '. _,_�, ,..-,7 t - .:,� -41 g 'rF , F r ­_ _. , -, L .. V, - `'' . t' - Y e i S N :-r� - T _} - S F -'} 1;. h _ "f -`;i5 a ' d:' E 1. r, � , "7 F i x " .n Y /.. a ( t- , V.. - 'y :lF .5 0�. ai ,A, 1 }1f x r: t" Y' =i - --+—. - r ...- :. . - _ - 11 .. -- _ _ - - -'1 . - " - - I 'l - e �p I i ' i i � f. .. i , . V; rc ' i. GRAN p AVE ,; —7 T :ei 1 y �' 4 N`. A +T_ R i t, 5, t '~ -k C :i:. . _±.., - "'_- .•4' 'irk F - d .i�^ 7 �y 11 r M1W i i. h+. —/ _ 2 iw� 6 w 0 �, i y i - -; ; f O. {� - I 7 1 f. J• i g C C -1c`t t:- Av, , ,. - ..,,._ _._' }. :• — ,'' f r S-t- , b .r s ,Y? i', a Fr _ -4z _ a, Y. :. x u' i r"-z� {, :z- . 9" A • - t3`•. y_ 4' 8. .� ,1� 7k - -J ,Y' f 1 4. pj F` E i- Y' 'rTy T_ 3 ! ,f i4v .F ,: a r r}� _ h yf r K a�. rN i j 4-.1. �', _ � - 1. - *_*_11c - �& : � iP�l . all',, I ROAD DESIGN • CADD ■ PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL Y - .: J ( I'' _ i l 'ems is > i '� -i; , d x �: IIK. 2• f G ' ,- a F= e X d _ `j r. '' i -}S �f5,f Si -.,,i�R JI 5. ,l li y- ? I 1 - • i T a' 1 1 + # r.; _'', - y , C mi 1 �'+ i r y., �' �' Y �.1 of 5 s n , $ , p 1i �' _ Y_ �l t1 ; . ," — Q d _ - - - - "e 0l . , i L, , k U I� ; -. I A � - - - j ." � W - , '_ ' , 4 -1 - 1t , V A--I- ,, LEGEND X DRUMS 42 INCH CHANNELIZERS _jt. QQ TYPE 3 BARRICADE ",�- :'r >>> ARROW PANEL ' , .�: —N) DIRECTION OF TRAVEL � `� "' TEMPORARY SIGN 9` ,w 1 ',: z. f. ® PHASE 1A/B WORK AREA -, f:? ..� w+'L . a : :..�..-� _- a - T �_ .. - - _ .. i .- - - re .. ,: "'_ =: , , .. - ......-..-^_ai. -, - m `. -^� '-T n t Y Lr - / '1 2 -'.tx .1.,� 1. 'I _ ;_ I c -. f i Y ' Y �• , r Yf;^ -.r a tt -'. - - 5 y} , : rc t • S.- k��Ii .�.. .�--� - "� F..-,-I , . - I'v� , - 4 : � -.-.�_� ,,1- �-q." . , -�i- 1,�I.=.- -..j .1_".�, I..��.-- ,5-, ,,..� T .-."-I�._- nI _.:-. _4,c .. ,-- ".-.'­,.�".�' I��..,I3, -�'- . --,_ �.: . �y.-L ., _ ,If T 0n ":� n 5 - -. ,, . ,r . .= o rf - -. 't L t t._ : , I. ,. -f - - ___ _ _ _ _ __ _ __ - i l . •. �.. - - ;_Y ,� —_ _ • �_ - .(.. - - - - *,;fie .. 4. ,. , e .. � -- , • _ : ` d i -'Y a- t t 1 -.' t 0 ST c.li-t. -•. I • - may' �e :ate y - , j" ,; 3:.' , 3 s , r - -X . tii , „",: JF�`- - '�},,. - X 40 _ fig' '' d s - X _ d TYP:' • . X, M • — . —. ^ a� ' �, , i • n . �,° • r _ _ at xrr krt, j h f, SFr N.- r r Y : , i -. .. - " _ _.—ate'—_=. y, _N "% �- , . . Y• '11 --1 -;_1-. _. 1' , 1 -" _1-:�_� . I1 � L_ 0 . - --:,_,- '.",_. � �T. .- -_,41_� _I­rI 7I�L �I l­I., — 1�, __1_�0"1—I- -11­ -� _., -1--1I' _1 .�-1I-1 -"_.1 - . 1.,,t! -' _���..- ..l1 � � -1.,,, .- Y n 4 X: 1• 1 l ^ �f Y q '" - .} .. , ,. ---. .. .. .v t :. K+ j`j y "h: Y' [ .i 1 - . H {{ .i` " t- Pf 4 h ' :. 1R 9 i1,it .t) i - ,R' oi. �. EAR 2019 JOHNSON COUNTY 1PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER .J.13 i PHASE 4 o 0 60 LEGEND 1-- o Z • � � � � ;: ".1 � X DRUMS �.,.�., 42 INCH CHANNELIZERS .' TYPE 3 BARRICADE ARROW PANEL DIRECTION OF TRAVEL LANE CLOSED BY OTHERS MM PER UNIVERSITY OF IOWA JIOP —� TEMPORARY SIGN CAPITOL TUNNEL PROJECT TRIP WRF O STOP ® PHASE 4 WORK AREA SIDEWALK CLOSED IN Z 2020 BY UNIVERSITY OF IOWA GIBSON SQUARE OLD CAPITOL TUNNEL R1-1 & R3-2 _v i (EXISTING) INSTALL 11 LF OF TEMPORARY LI R1-1 & R3-2 24" WHITE STOP BAR , CENTER T LEAVE IN PLACE FROM PHASE 1 INSTALL 11 LF OF TEMPORARY _ xx 24" WHITE — — — ❑ REMOVE CONFLICTING PAVEMENT R3-2 STOP BAR MARKINGS AND INSTALL TEMPORARY . _�' _ �f • • • •\ \ lI DOUBLE YELLOW CENTERLINE (DCY4) + - ta F _ +— �— ��PHASE4�m BURLINGTON ST y _ 7771,77 SEE SHEET J.22 FOR TEMPORARY TRAFFIC SIGNAL PLAN 70 v UNIVERSITY OF CAMPUS RECREATION AND IOWA POWER r WELLNESS CENTER x PLANT i O caJ Z AF l c a TYPICAL URBAN LANE CLOSURE TRAFFIC CONT ROL CONTINUE LANE CLOSURE FOLLOW IDOT STANDARD ROAD PLAN TC-419 I NOTES:It CLOSE NSIDE EASTBOUND LANE OF GRAND AVE. • CLOSE INSIDE LEFT TURN LANE ON SOUTHBOUND RIVERSIDE DRIVE. a "- • REDUCE EASTBOUND BURLINGTON TO ONE LANE. • COMPLETE HMA RESURFACING AND PATCHING WORK AS SHOWN IN THE CONTRACT DOCUMENTS° MINIMIZE DRIVEWAY CLOSURE TIME S • MINIMIZE CLOSURE TIME TO ALL BUSINESSES. MUST NOTIFIY ALL BUSINESSES TWO (2) WEEKS PRIOR TO CLOSURE r • r t AFTER HMA WORK IS COMPLETE, CLOSE LANES FOLLOWING IDOT STANDARD ROAD PLAN TC-419 FOR COMPLETION OF PAVEMENT MARKINGS EASTBOUND ACROSS THE BRIDGE. - FLAGGERS MAY BE USED AS NECESSARY. `. • ADJUST TRAFFIC CONTROL AND SIGNAL HEADS ON S MADISON ST (SOUTH OF BURLINGTON ST) TO ALIGN WITH THE OPEN HALF OF MADISON ST (NORTH OF BURLINGTON ST) AS NECESSARY. CLOSE THE OUTSIDE SOUTHBOUND LANES NORTH OF BURLINGTON ST. OPERATE TRAFFIC WITH THE TEMPORARY SIGNALS INSTALLED IN PHASE 4. SEE SHEET J.23. • MAINTAIN ONE NORTH -SOUTH AND EAST -WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. ROAD DESIGN ' CADD ' PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER J.14 I o r —I .�Aw v LINDQUIST ' _ e CENTER a _;= CAPITOL ST "IMINSTALL TEMPORARY DOUBLE GARAGE YELLOW CENTERLINE (DCY4) > � i 421 SEE SHEET J.23 FOR TEMPORARY TRAFFIC SIGNAL PLAN . 4 +94 +44 ,� +24 _ _ Alp cv` o BURLINGTON ST cc)— — _.__ y. • �_ - - + - - - + ---� -- + -. - - i-- - o < co �. • /� co 0 s t` PHASE 4 ON ,z�� W ,2�� W 12*1 w ,z w ,2.. w .,�.. 12.. W T' D _ s PHASE 4 ) KUM & GO , '. III ;., t1 m Ll �l INSTALL TEMPORARY DOUBLE X D I a - 'I' YELLOW CENTERLINE (DCY4) ` "- -- REMOVE CONFLICTING PAVEMENT MARKINGS T ; y r 4479MCH CHl�1NNELI S AND INSTALL WHITE BROKEN LANE LINE (BLW4) R 00 " . " INSTALL WHITE BROKEN LANE LINE (BLW4) " iry "ft TYPE 3 BARRICADE ' - •- � - � .�, ARROW PANEL r L •�°� ;. �� DIRECTION OF TRAVEL; TEMPORARY SIGN TYPICAL URBAN LANE CLOSURE TRAFFIC CONTROL CONTINUE LANE CLOSURE + - ® PHASE 4 WORK AREA FOLLOW IDOT STANDARD ROAD PLAN TC - 419 Er• ✓ o �` �, NOTES:li 1 1 PHASE 4 • CLOSE THE EASTBOUND LANES OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS i• SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED a • COMPLETE HMA RESURFACING AND PATCHING WORK AS SHOWN IN THE CONTRACT DOCUMENTS µ '� • MINIMIZE DRIVEWAY CLOSURE TIME • MINIMIZE CLOSURE TIME TO ALL BUSINESSES. MUST NOTIFIY ALL BUSINESSES TWO (2) WEEKS PRIOR TO CLOSURE 10 ! 4 • AFTER HMA WORK IS COMPLETE, CLOSE LANES FOLLOWING IDOT STANDARD ROAD PLAN TC-419 OR TC-233 FOR COMPLETION OF PAVEMENT MARKINGS EASTBOUND ACROSS THE BRIDGE. FLAGGERS MAY BE USED AS NECESSARY., • ADJUST TRAFFIC CONTROL AND SIGNAL HEADS AT THE INTERSECTION OF N CAPITOL ST AND BURLINGTON ST AS NECESSARY. OPERATE TRAFFIC WITH THE TEMPORARY SIGNALS '. * ` INSTALLED IN PHASE 4. SEE SHEET J.23. # i • MAINTAIN ONE NORTH -SOUTH AND EAST -WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. , ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER J.15 Advance Signing — PHASE 5 LEGEND X DRUMS 42 INCH CHANNELIZERS 0Q TYPE 3 BARRICADE F>> ARROW PANEL nm)lo- DIRECTION OF TRAVEL 0 TEMPORARY SIGN ® PHASE 5 WORK AREA MWOSE AVE ROAD DESIGN * CADD * PRODUCED N W ICWA AVE 0 500 <9> W WASFNOM ST = <9> ROAD<9> <g> -CLOSED i W20— 1 HEAD 7 W20-1 W20-3 W20-1 4 W20-1 T ROAD PROJECT 4 i ` T CLOSED LOCATION _- -- _ 1-4wtol- / 100' 175, R11-2 G20-2A w EEFi LANE / / L CLDSED AHEAD ROAD W20-5L<#> WORK AHEAD W4-21- W20-1 MYRTLE AVE W BERM ST v v(A UNE ENDS MERGE STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 $ AicHT M� TURN $ R3-7R N /Ei� ROAD WORK R3-7R AHEAD lE T LANE W20-1 MUST 1n TURN LEFT R3-7L gp(D LEFT ROAD WORK G20-2A W9-2 \ ROAD WORK AHEAD W20-1 i i II t C:) NOTES: PHASE 5 • CLOSE THE WESTBOUND LANES AND SHARED TURN LANE OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED • COMPLETE HMA RESURFACING AND PATCHING WORK AS SHOWN IN THE CONTRACT DOCUMENTS • MINIMIZE DRIVEWAY CLOSURE TIME • MINIMIZE CLOSURE TIME TO ALL BUSINESSES. MUST NOTIFIY ALL BUSINESSES TWO (2) WEEKS PRIOR TO CLOSURE AFTER HMA WORK IS COMPLETE, CLOSE LANES FOLLOWING IDOT STANDARD ROAD PLAN TC-419 FOR COMPLETION OF PAVEMENT MARKINGS WESTBOUND ACROSS THE BRIDGE. FLAGGERS MAY BE USED AS NECESSARY. • MAINTAIN ONE NORTH -SOUTH AND EAST -WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER J.16 19 PHASE 5 C a — LEGEND X DRUMS 42 INCH CHANNELIZERS —00 TYPE 3 BARRICADE ��>1 ARROW PANEL ==)I,- DIRECTION OF TRAVEL —n TEMPORARY SIGN STOP ® ( — --- PHASE 5 WORK AREA - GIBSON SQUARE OLD CAPITOL TUNNEL PROJECT 1 & R3-2s'" LINDQUIST �E IN PLACE CENTER IM PHASE 1 _ —_ CONSTRUCT REMAINING rar % PAVEMENT PATCHES SP-3 — i 1 d&rA& w4 BURLINGTON /ST� PHASE 5 0 SEE SHEET J.24 FOR TEMPORARY TRAFFIC SIGNAL PLAN CAMPUS RECREATION AND WELLNESS CENTER e INSTALL TEMPORARY DOUBLE YELLOW CENTERLINE (DCY4) — i _ TYPICAL URBAN LANE CLOSURE TRAFFIC CONTROL CONTINUE LANE CLOSURE FOLLOW IDOT STANDARD ROAD PLAN TC-419 NOTES: PHASE 5 • CLOSE THE WESTBOUND LANES AND SHARED TURN LANES OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED E _ F x 0--- • • • • ,t. SP-2 UNIVERSITY OF IOWA POWER PLANT s • COMPLETE HMA RESURFACING AND PATCHING WORK AS SHOWN IN THE CONTRACT DOCUMENTS • MINIMIZE DRIVEWAY CLOSURE TIME MINIMIZE CLOSURE TIME TO ALL BUSINESSES. MUST NOTIFIY ALL BUSINESSES TWO (2) WEEKS PRIOR TO CLOSURE • AFTER HMA WORK IS COMPLETE, CLOSE LANES FOLLOWING IDOT STANDARD ROAD PLAN TC-419 OR TC-233 FOR COMPLETION OF PAVEMENT MARKINGS WESTBOUND ACROSS THE BRIDGE. FLAGGERS MAY BE USED AS NECESSARY. ' • ADJUST TRAFFIC CONTROL AND SIGNAL HEADS ON S MADISON ST (NORTH OF BURLINGTON ST) TO ALIGN WITH THE OPEN HALF OF MADISON ST (SOUTH OF BURLINGTON ST) AS NECESSARY. CLOSE THE OUTSIDE NORTHBOUND LANES NORTH OF BURLINGTON ST. OPERATE TRAFFIC WITH THE TEMPORARY SIGNALS INSTALLED IN PHASE 5. SEE I SHEET J.24.` • MAINTAIN ONE NORTH —SOUTH AND EAST —WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. - ROAD DESIGN * CADD " PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER J.17 m n txs��ez+-n.�E�s�.,v:aaTs�r..xsv sxxs. _ 12" W _12" W 12" W 12" W 12" KUM & GO T 4 CAPITOL ST , GARAGE RN Kea r 100- R3-7R /W9-2 f IF, ° +44- E.- +24-� Z (7 RJ -- -•� , o . .) . o max- - - _ - - o - + �-- - •Ilk - �- - �- • - i --�� x °° o F— — x PHASE �CCNT'D) a LEGS, SEE SHEET J.25 FOR TEMPORARY TRAFFIC SIGNAL PLAN —' i` - X DRUM -le r- —O 4 LI JC } 2 IH�NN�E Z TYPE � B INSTALL TEMPORARY DOUBLE YELLOW CENTERLINE (DCY4) "� E, -" RR,1,�jAD It ARROW PANEL } �i rr r --)0- DIRECTION OF TRAVEL TEMPORARY SIGN TYPICAL URBAN LANE CLOSURE TRAFFIC CONTROL CONTINUE LANE CLOSUREt*A;� 4{ PHASE 5 WORK AREA F TAD D I k A .. V, OLLOW IDOT S N AR ROAD PLAN TC-419 - ; _ w NOTES: ` PHASE 5 . CLOSE THE WESTBOUND LANES AND SHARED TURN LANES OF BURLINGTON ST FROM CAPITOL ST TO FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-419. DUE TO Y = LIMITED SPACE TO SAFELY MERGE TRAFFIC, OUTSIDE WESTBOUND LANE BETWEEN CLINTON ST AND CAPITOL ST SHALL BE RIGHT TURN ONLY TRAFFIC. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN 5 f OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED ter` ; COMPLETE HMA RESURFACING AND PATCHING WORK AS SHOWN IN THE CONTRACT DOCUMENTS • MINIMIZE DRIVEWAY CLOSURE TIME ' 4 MINIMIZE CLOSURE TIME TO ALL BUSINESSES. MUST NOTIFIY ALL BUSINESSES TWO (2) WEEKS PRIOR TO CLOSURE AFTER HMA WORK IS COMPLETE, CLOSE LANES FOLLOWING IDOT STANDARD ROAD PLAN TC-419 OR TC-233 FOR COMPLETION OF PAVEMENT MARKINGS WESTBOUND ACROSS THE BRIDGE. FLAGGERS MAY BE USED AS NECESSARY. • ADJUST TRAFFIC CONTROL AND SIGNAL HEADS AT THE INTERSECTION OF N CAPITOL ST AND BURLINGTON ST AS NECESSARY. OPERATE TRAFFIC WITH THE TEMPORARY �... SIGNALS INSTALLED IN PHASE 5. SEE SHEET J.25. n,# MAINTAIN ONE NORTH —SOUTH AND EAST —WEST SIDEWALK CROSSING AT MADISON ST AT ALL TIMES. ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —rj(l 20)--3H 32 SHEET NUMBER J.18 5/8" THIMBLE EYE NUT (2.5" GALV. CURVED WASHER REQUIRED) • SAG SHALL NOT BE LESS THAN 3% OR MORE THAN 7% OF SPAN LENGTH DOUBLE GALVANIZED STEEL MESSENGER WIRE T STRAND PREFORMED DEAD END (UTILITY GRADE) OR STANDVISE DEAD CABLE HANGERS END (TYP) /— ON 12" CENTERS SAG* 2.5" GALV. GUY INSULATOR 3/8" SPAN WIRE CONNECTOR END FITTING DEAD END � BOTTOM TETHER BREAKAWAY "S" HOOK DOUBLE GALVANIZED STEEL MESSENGER WIRE T STRAND EYE BOLT WITH NUT & (UTILITY GRADE) CURVED WASHERS 2.5" GALV. POST PLATE 1-5/8" MACHINE BOLT 8'-0" GUY GUARD LAG SCREWS" GALV. ^I� 2.5" GALV. STEEL PIPE 8" 3-WAY EXPANDING ANCHOR (135 SQ. IN. EXPANDED AREA) (TYP) NOTES: 1. HARDWARE, INSULATORS & ANCHORS ARE TYPICAL FOR BOTH GUYS 2. BREAKAWAY CONNECTIONS ON TETHER WIRE TO BE APPROVED BY ENGINEER PRIOR TO INSTALLATION 3. WOOD POLES SHALL BE CLASS 4. CROWN ELEVATION GROUND WIRE 6' WOOD POLE (TYP) 5/8" THIMBLE EYE ANGLE BOLT (2.5" GALV. CURVED WASHER REQUIRED) SEE STRAIN CLAMP DETAIL FOR STEEL POLE ATTACHMENT (TYP) PREFORMED DEAD END - OR STRANDVISE DEAD END (TYP) CONDUIT ENTRY CAP POLE OR PAD MOUNTED CONTROLLER CABINET 0 8'-0* GUY GUARD 3'-5' — GROUND ROD 5/8" THIMBLE EYE ANCHOR ROD (TYP) fI DIG OR BORE A HOLE AS SMALL A DIAMETER AS PRACTICABLE. AFTER ANCHOR IS IN PLACE BACKFILL SHALL BE PLACED IN LAYERS NOT TO EXCEED 10" IN DEPTH & THOROUGHLY COMPACTED SPAN WIRE DETAIL DOUBLE GALVANIZED STEEL MESSENGER WIRE T STRAND (UTILITY GRADE) PREFORMED DEAD END OR STRANDVISE DEAD END (TYP) r- 1 Ea Q .i� d rn ! "16" DIA. EYE TO BE INSTALLED AT BURLINGTON ST/MADISON ST STRAIN CLAMP AND AT BURLINGTON ST/CAPITOL ST DETAIL ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNS 0 N COUNTY PROJECT NUMBER N H SX — 001 — 5 (1 20) — — 3 H — 52 SHEET NUMBER J.19 PHASE 2 TYPICAL TEMPORARY SIGNAL LAYOUT - BURLINGTON ST AND S MADISON ST TEMPORARY POLE MOUNTED CONTROLLER i POLE 4 POLE 1 2 i STA: 61 +80.56 STA: 61 +01.68 i P2.2 Offset: 41.19 L Offset: 61.90 L &1 N &2 i 0 20 INSTALL VIDEO DETECTION ON EXISTING STOP BAR TEMPORARY WOOD POLES (TYP.) � TO REMAIN IN PLACE • • '---- • R3-51— BURLINGTON ST 5-1 CO R3-5L 2-1 INSTALL 11 LF OF TEMPORARY N _ 24" STOP BAR (SLW2) O E 2 2 ZE o R10-15R L 2 STA: 60+9 .9 _ MADISON ST — PHASE 2B: fT1 s Offset: 73.50 TEMPORARY WOOD POLE O� LOCATIONS TO REMAIN THE SAME FOR EACH PHASE CONTRACTOR SHALL ALIGN t' In SIGNAL HEADS WITH TRAFFIC z CONTROL LANES OPEN TO o TRAFFIC 4 2 41 0 • INSTALL A MINIMUM OF 2 m SIGNAL HEADS PER MAJOR / MOVEMENT. SIGNAL HEADS O ae-2 SHALL BE SPACED A MINIMUM OF 12 FEET APART. P&'PnIF I SEE SHEET N.6 FOR SIGNAL STA: 61 +56.48 TIMINGS Offset: 73.78 R P&2 ROAD DESIGN * CADD * PRODUCED SIGNAL /ND/CA iIONS* SIGNAL PHASING TURNlNd! OA// Signo/ /Options Sha/l be LEO - �= R � NOTE: PROTECTED/PERMISSfVE LEFT TURN SIGNAL HEADS (1-1, 5-1) TO OY ® t2 ONLY SHALL BE A FLASHING 0 YELLOWUR ARROW. ION HEADS WITH ARROW. r ® 141, P21 Pfl, P47 � ��V RIO- 15R Acc ® P61, P61 STATE OF IOWA I FHWA REGION 7 m m ffis mm", O INERS P61, P61 -PEDESTRIAN PHASES TO COME UP EVERY CYCLE — NO PUSH SUMNS -- 1-1, 5-1 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 og -- o PEDESTRIAN PHASE ♦- PROTECTED PHASE o-- PERMISSIVE PHASE 4 PROTECTED/PERMISSIVE PHASE SHEET NUMBER R10-15R R3-5L BURLINGTON ST PHASE 3 TYPICAL TEMPORARY SIGNAL LAYOUT - BURLINGTON ST AND S MADISON ST Pz, TEMPORARY POLE MOUNTED CONTROLLER INSTALL 11 2 OF TEMPORARY 24" I �/ � STOP BAR (SLW2) 8-1 6-2 6-1 8-2 INSTALL 11 LF OF TEMPORARY 24" STOP BAR (SLW2) - —1 - 15-1 INSTALL 11 LF OF TEMPORARY 24" STOP BAR (SLW2) 2-2 I t .f 4-2) (4-1 P6-2 ( y / Tn PF1 �_ .IOWA- • r�CAPITOLPROJECTIj N 20 LANE CLOSED BY OTHERS PER UNIVERSITY OF IOWA CAPITOL TUNNEL PROJECT P2-2 INSTALL VIDEO DETECTION ON J TEMPORARY WOOD POLES \ INSTALL 11 LF OF \ TEMPORARY 24" STOP 8AR (SLW2) \ _ R3-5L 61 \ INSTALL TEMPORARY BURLINGTON ST \ WHITE DOTTED LINE (DLW4) 5-1 R3-51- C') R3-5tn • INSTALL 11 LF 4 TEMPORARY 1 -p 1 • 1 • — • 24" STOP\1 AR (SLW2) _ 2-2 MADISON ST - PHASE 3A: • _ • TEMPORARY WOOD POLE LOCATIONS TO REMAIN THE SAME FOR EACH PHASE z • CONTRACTOR SHALL ALIGN 0 f SIGNAL HEADS WITH TRAFFIC CONTROL LANES OPEN TO TRAFFIC • INSTALL A MINIMUM OF 2 N 2 4 1 SIGNAL HEADS PER MAJOR MOVEMENT. SIGNAL HEADS O mP<2 SHALL BE SPACED A P42 J \ MINIMUM OF 12 FEET APART. P& • SEE SHEET N.6 FOR SIGNAL TIMINGS P6-2 SIGNAL INDICA TION,5* TURNI OAii Signal InOdications Shall be LED NOTE: PROTECTED/PERMISSIVE LEFT VMICLn `` R TURN SIGNAL HEADS (1-1, 5-1) It,TO ONLY SHALL BE FOUR SECTION HEADS WITH A FLASHING YELLOW ARROW. © ® P211 P22 P41, P42 —7LJ TdAPOR/�RY SIGNAL HEAD R10- 15R ALL . P61, P62 ' v 07HERS P61, P62 'PEDESTRIAN PHASES TO COME UP EVERY CYCLE - NO PUSH BUTTONS 1-1, 5-1 ROAD DESIGN * CADD ' PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 SIGNAL PHASING 1 7 MADISON ST - PHASE 3B: • TEMPORARY WOOD POLE LOCATIONS TO REMAIN THE SAME FOR EACH PHASE • CONTRACTOR SHALL ALIGN SIGNAL HEADS WITH TRAFFIC CONTROL LANES OPEN TO TRAFFIC a-1� PEDESTRIAN PHASE INSTALL A MINIMUM OF 2 SIGNAL HEADS PER MAJOR �- PROTECTED PHASE MOVEMENT. SIGNAL HEADS SHALL BE SPACED A MINIMUM Q— PERMISSIVE PHASE OF 12 FEET APART. OQ-- PROTECTED/PERMISSIVE PHASE • SEE SHEET N.6 FOR SIGNAL TIMINGS JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER J.21 'HASE 4 TYPICAL TEMPORARY SIGNAL LAYOUT - BURLINGTON ST AND S MADISON S- TEMPORARY POLE MOUNTED CONTROLLER INSTALL 11 LF OF TEMPORARY 24" STOP BAR (SLW2) BURLINGTON ST mw 0 0 0 MADISON ST - PHASE 4: • TEMPORARY WOOD POLE LOCATIONS TO REMAIN THE SAME FOR EACH PHASE CONTRACTOR SHALL ALIGN SIGNAL HEADS WITH TRAFFIC CONTROL LANES OPEN TO TRAFFIC • INSTALL A MINIMUM OF 2 SIGNAL HEADS PER MAJOR MOVEMENT. SIGNAL HEADS SHALL BE SPACED A MINIMUM OF 12 FEET APART. • SEE SHEET N.6 FOR SIGNAL TIMINGS ROAD DESIGN * CADD * PRODUCED ml LANE CLOSED BY OTHERS PER UNIVERSITY OF IOWA CAPITOL TUNNEL PROJECT TEMPORARY STOP ` - BAR FROM PHASE 3 TO REMAIN IN PLACE. 6-2 6-1 M, INSTALL VIDEO DETECTION ON TEMPORARY WOOD POLES _)p_ 4 0 N 4-2 4-1 P4-2 SIGNAL INDICA TIONS* TURNING *All Signal Indications ShoII be LED SIGNAL PHASING VEHICLES PF2 P6,1 0 TO M2 o� Z O . -1, P21 0 P41, P41 N R10-151? ALL ® P61, P62 Q OTHERS Pet, P82 1 2 3 4 4 , I to 4-10 PEDESTRIAN PHASE NOTE: PROTECTED/PERMISSIVE LEFT PROTECTED PHASE TURN SIGNAL HEADS (1-1, 5- 1) Q- PERMISSIVE PHASE ONLY SHALL BE FOUR SECTION HEADS WITH a_ PROTECTED/PERMISSIVE PHASE A FLASHING YELLOW ARROW. TEMPORARY SIGNAL HEAD I -PEDESTRIAN PHASES TO COME UP EVERY CYCLE - NO PUSH BUTTONS STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER J.22 BURLINGTON ST 0 0 IO II PHASE 4 TYPICAL TEMPORARY SIGNAL LAYOUT - BURLINGTON ST AND N CAPITOL ST i EXISTING SIGNAL POLE AND MAST ARM ATTACH TEMPORARY SPAN WIRE TO END OF EXISTING TRAFFIC SIGNAL MAST ARM MADISON ST - PHASE 4: • TEMPORARY WOOD POLE LOCATIONS TO REMAIN THE SAME FOR EACH PHASE CONTRACTOR SHALL ALIGN SIGNAL HEADS WITH TRAFFIC CONTROL LANES OPEN TO TRAFFIC • INSTALL A MINIMUM OF 2 SIGNAL HEADS PER MAJOR MOVEMENT. SIGNAL HEADS SHALL BE SPACED A MINIMUM OF 12 FEET APART. • SEE SHEET N.6 FOR SIGNAL TIMINGS ROAD DESIGN * CADD * PRODUCED T P6.z 6-2 H N 0 0 INSTALL VIDEO DETECTION ON TEMPORARY WOOD POLES ' a 0 PZ.2 z STA: 65+95.78 ____, Offset: 41.09 L ATTACH TEMPORARY SPAN WIRE TO END OF EXISTING TRAFFIC SIGNAL MAST ARM I7 EXISTING SIGNAL POLE AND MAST ARM ED- mw 4-2 4-1 -- - - z m _ w EXISTING SIGNAL POLE AND MAST ARM EXISTING SIGNAL CONTROLLER SIGNAL INDICATIONS* TURNING *All Signal Indications Shall be LED SIGNAL PHASING VEHICLES O z © i P21, P22 P41, P42 R10-151? ALL ® P87, P62 0T ERS Pet Pee 1-1 5-1 20 1 (0 NOTE: PROTECTED/PERMISSIVE LEFT �1� PEDESTRIAN PHASE TURN SIGNAL HEADS (1-1, 5-1) �— PROTECTED PHASE SHALL BE FOUR SECTION HEADS WITH a— PERMISSIVE PHASE ONLY 19— PROTECTED/PERMISSIVE PHASE A FLASHING YELLOW ARROW. —♦O TEMPORARY SIGNAL HEAD -PEDESTRIAN PHASES TO COME UP EVERY CYCLE - NO PUSH BUTTONS STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER J.23 (0 NOTE: PROTECTED/PERMISSIVE LEFT �1� PEDESTRIAN PHASE TURN SIGNAL HEADS (1-1, 5-1) �— PROTECTED PHASE SHALL BE FOUR SECTION HEADS WITH a— PERMISSIVE PHASE ONLY 19— PROTECTED/PERMISSIVE PHASE A FLASHING YELLOW ARROW. —♦O TEMPORARY SIGNAL HEAD -PEDESTRIAN PHASES TO COME UP EVERY CYCLE - NO PUSH BUTTONS STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER J.23 'RASE 5 TYPICAL TEMPORARY SIGNAL LAYOUT - BURLINGTON ST AND S MADISON S' TEMPORARY POLE MOUNTED CONTROLLER MADISON ST - PHASE 5: • TEMPORARY WOOD POLE LOCATIONS TO REMAIN THE SAME FOR EACH PHASE CONTRACTOR SHALL ALIGN SIGNAL HEADS WITH TRAFFIC CONTROL LANES OPEN TO TRAFFIC • INSTALL A MINIMUM OF 2 SIGNAL HEADS PER MAJOR MOVEMENT. SIGNAL HEADS SHALL BE SPACED A MINIMUM OF 12 FEET APART. • SEE SHEET N.6 FOR SIGNAL TIMINGS ROAD DESIGN ' CADD ' PRODUCED I A \ 8-1 v is FM INSTALL VIDEO DETECTION ON TEMPORARY WOOD POLES 0 INSTALL 22 LF OFTEMPORARYN p' TO � O • UK utt lt�l Z 24" STOP BAR (SLW2) © ® P2b P22 O P47, P42 V) R10-15R ALL ® P81, P82 Q 07HERS P81, P82 N 0 20 1 J N — a—� PEDESTRIAN PHASE NOTE: PROTECTED/PERMISSIVE LEFT ♦— PROTECTED PHASE TURN SIGNAL HEADS (1-1, 5 1) o-- PERMISSIVE PHASE ONLY SHALL BE FOUR SECTION HEADS WITH �- PROTECTED/PERMISSIVE PHASE A FLASHING YELLOW ARROW. —� TEMPORARY SIGNAL HEAD I -PEDESTRIAN PHASES TO COME UP EVERY CYCLE — NO PUSH BUTTONS STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER J.24 !i PHASE 5 TYPICAL TEMPORARY SIGNAL LAYOUT - BURLINGTON ST AND N CAPITOL ST EXISTING SIGNAL POLE AND MAST ARM ATTACH TEMPORARY SPAN WIRE TO END / OF EXISTING TRAFFIC SIGNAL MAST ARM BURLINGTON ST MADISON ST — PHASE 5: • TEMPORARY WOOD POLE LOCATIONS TO REMAIN THE SAME FOR EACH PHASE CONTRACTOR SHALL ALIGN SIGNAL HEADS WITH TRAFFIC CONTROL LANES OPEN TO TRAFFIC • INSTALL A MINIMUM OF 2 SIGNAL HEADS PER MAJOR MOVEMENT. SIGNAL HEADS SHALL BE SPACED A MINIMUM OF 12 FEET APART. • SEE SHEET N.6 FOR SIGNAL TIMINGS ROAD DESIGN * CADD * PRODUCED P&2 X X o Z P2,2 P4-1 +gq • INSTALL VIDEO DETECTION ON TEMPORARY WOOD POLES • r� L 0 • ATTACH TEMPORARY SPAN WIRE TO END OF EXISTING TRAFFIC SIGNAL MAST ARM 00 —I — —F 62 - -�--- - - _ - - - - - - - 61 INSTALL 11 LF OF TEMPORARY 24" STOP BAR (SLW2) 4-2) (4-1 EXISTING SIGNAL POLE AND MAST ARM 5-1 2-1 EXISTING SIGNAL POLE AND MAST ARM 2-2 MIN O �n 4 .... INSTALL TEMPO Y DOUBLE YELLOW CENT E (KY4) CD C�J � W T' s SIGNAL INDICATIONS* *All Siynol Indications Shall be LED SIGNAL PHASING O • 0 TO 8 P2f, P22 P47, P42 R10-15R ALL ® P81, P82 OTHERS P81, P82 1 1 5 1 1 PHASE NOTE: PROTECTED PERMISSIVE LEFT PEDESTRIAN TURN SIGNAL HEADS (1-1, 5-1) ♦— PRROTTECTEDECTED PHASE a-- PERMISSNE PHASE ONLY SHALL BE FOUR SECTION HEADS WITH PROTECTED/PERMISSNE PHASE A FLASHING YELLOW ARROW. — TEMPORARY SIGNAL HEAD -PEDESTRIAN PHASES TO COME UP EVERY CYCLE - NO PUSH BUTTONS STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 HEET NUMBER J.25 PHASE NOTE: PROTECTED PERMISSIVE LEFT PEDESTRIAN TURN SIGNAL HEADS (1-1, 5-1) ♦— PRROTTECTEDECTED PHASE a-- PERMISSNE PHASE ONLY SHALL BE FOUR SECTION HEADS WITH PROTECTED/PERMISSNE PHASE A FLASHING YELLOW ARROW. — TEMPORARY SIGNAL HEAD -PEDESTRIAN PHASES TO COME UP EVERY CYCLE - NO PUSH BUTTONS STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 HEET NUMBER J.25 we PHASE 1 r NOTES: PHASE 1 (SEE PROPOSAL FOR PHASE 1 CONTRACT CONDITIONS) • CLOSE BURLINGTON ST FROM S RIVERSIDE DR TO S MADISON ST. ALLOW ACCESS TO UNIVERSITY OF IOWA LOT 3 VIA BURLINGTON ST AND FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-252 MODIFIED TO ALLOW LOT 3 ACCESS. CLOSE FRONT ST SOUTH OF BURLINGTON ST. FRONT ST NORTH OF BURLINGTON ST TO OPERATE AS SELF-REGULATING SINGLE LANE ROAD, MAINTAIN ONE LANE (11' MIN.) THROUGHOUT PHASE 1. SEE PHASE 1A, 1B, AND 1C DETAILS ON SHEETS J.28 AND J.29 FOLLOW IDOT STANDARD ROAD PLAN TC-252. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED. • CLOSE INSIDE EASTBOUND LANE OF GRAND AVE. • CLOSE INSIDE LEFT TURN LANE ON SOUTHBOUND RIVERSIDE DRIVE. • REDUCE EASTBOUND BURLINGTON TO ONE LANE FOR LOT 3 ACCESS. • REMOVE FRONT ST PAVEMENT/CURBS NEEDED TO CONSTRUCT TEMPORARY PAVEMENT. PAVE TEMPORARY PAVEMENT. • COMPLETE SANITARY SEWER MANHOLE REPLACEMENTS. • COMPLETE RAILROAD AND FULL DEPTH HMA APPROACH SECTION AS SHOWN ON SHEET J.4. • COMPLETE PCC PAVEMENT AND PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS. CONSTRUCT FRONT ST NORTH OF BURLINGTON ST ONE HALF AT A TIME. SEE PHASE 1 A, 18, AND 1 C DETAILS ON SHEETS J.28 AND J.29 REFER TO SHEET J.2 FOR PHASE 1 DETOUR PLAN • CONTRACTOR IS ENCOURAGED TO TAKE ADVANTAGE OF THE FULL ROAD CLOSURE AND COMPLETE AS MANY IMPROVEMENTS IN THIS AREA AS POSSIBLE. WORK SHOWN IN OTHER PHASES SUCH AS PATCHING BETWEEN FRONT ST. AND MADISON ST. SHOWN TO BE COMPLETED IN THE PHASE 4 AND 5 MAY BE COMPLETED IN PHASE 1. WORK IN PHASE 2 MAY ALSO BE COMPLETED DURING PHASE 1. COORDINATE WORK AND SCHEDULE WITH THE UNIVERSITY OF IOWA OLD CAPITAL TUNNEL PROJECT CONTRACTOR. co z 0 Z "-�u F V GRAND AVF • • • 0 50 LEGEND X DRUMS 42 INCH CHANNELIZERS ()-Q TYPE 3 BARRICADE 552 ARROW PANEL ­00- DIRECTION OF TRAVEL -Q- TEMPORARY SIGN ® PHASE 1A/B WORK AREA ICD m -- t. 7 i -�► It - 'Lift • • 0- ...n, >>II. • .r BURLINGTON ST ROAD DESIGN * CADD * PRODUCED STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER J.26 PHASE 1 NOTES: PHASE 1 (SEE PROPOSAL FOR PHASE 1 CONTRACT CONDITIONS) • CLOSE BURLINGTON ST FROM S RIVERSIDE DR TO S MADISON ST. ALLOW ACCESS TO UNIVERSITY OF IOWA LOT 3 VIA BURLINGTON ST AND FRONT ST. FOLLOW IDOT STANDARD ROAD PLAN TC-252 MODIFIED TO ALLOW LOT 3 ACCESS. CLOSE FRONT ST SOUTH OF BURLINGTON ST. FRONT ST NORTH OF BURLINGTON ST TO OPERATE AS SELF-REGULATING SINGLE LANE ROAD, MAINTAIN ONE LANE (11' MIN.) THROUGHOUT PHASE 1. SEE PHASE 1A, 1B, AND 1C DETAILS ON SHEETS J.28 AND J.29 FOLLOW IDOT STANDARD ROAD PLAN TC-252. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE STANDARD ROAD PLAN LISTED. • CLOSE INSIDE EASTBOUND LANE OF GRAND AVE. • CLOSE INSIDE LEFT TURN LANE ON SOUTHBOUND RIVERSIDE DRIVE. • REDUCE EASTBOUND BURLINGTON TO ONE LANE FOR LOT 3 ACCESS. • REMOVE FRONT ST PAVEMENT/CURBS NEEDED TO CONSTRUCT TEMPORARY PAVEMENT. PAVE TEMPORARY PAVEMENT. • COMPLETE SANITARY SEWER MANHOLE REPLACEMENTS. • COMPLETE RAILROAD AND FULL DEPTH HMA APPROACH SECTION AS SHOWN ON SHEET J.4. • COMPLETE PCC PAVEMENT AND PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS. CONSTRUCT FRONT ST NORTH OF BURLINGTON ST ONE HALF AT A TIME. SEE PHASE 1A, 1 B, AND 1 C DETAILS ON SHEETS J.28 AND J.29 REFER TO SHEET J.2 FOR PHASE 1 DETOUR PLAN • CONTRACTOR IS ENCOURAGED TO TAKE ADVANTAGE OF THE FULL ROAD CLOSURE AND COMPLETE AS MANY IMPROVEMENTS IN THIS AREA AS POSSIBLE. WORK SHOWN IN OTHER PHASES SUCH AS PATCHING BETWEEN FRONT ST. AND MADISON ST. SHOWN TO BE COMPLETED IN THE PHASE 4 AND 5 MAY BE COMPLETED IN PHASE 1. WORK IN PHASE 2 MAY ALSO BE COMPLETED DURING PHASE 1 COORDINATE WORK AND SCHEDULE WITH THE UNIVERSITY OF IOWA OLD CAPITAL TUNNEL PROJECT CONTRACTOR. EXISTING WOOD UTILITY POLE. INSTALL TEMPORARAY FLOOD LIGHTING TO ILLUMINATE WORK ZONE INTERSECTION. CONTACT UTILITY COMPANY FC'M MCD\IICCl^k. T^ I\I1-1 ---- I— IT" i L — Z�x , g.+$�t a�e"3 `,'re eyt' { �,� nv r. ),k 7'3 �..SMr L`��r '•ti�'�N �y °'t`�,".sC� Y,4&: ., ..,_ ate. <8X W20-4 LEGEND X DRUMS 42 INCH CHANNELIZERS 0 TYPE 3 BARRICADE F> > > ARROW PANEL ��► DIRECTION OF TRAVEL TEMPORARY SIGN ® PHASE 1A/B WORK AREA , r, . Al I { gi i 1. 4 3 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER J,27 PHASE 1 A R1-1 & R3-2 \ (EXISTING) REMOVE AND REINSTALL AS NECESSARY . o -- ;u O Z 0 N E f BAG STOP SIGNS THROUGHOUT PHASE 1 R1-1 & R3-2 BURLINGTON ST LEGEND X DRUMS 42 INCH CHANNELIZERS CQ TYPE 3 BARRICADE > >- ARROW PANEL =RON- DIRECTION OF TRAVEL 0 TEMPORARY SIGN ® PHASE 1A/B WORK AREA PHASE 1B BAG STOP SIGNS THROUGHOUT PHASE 1 STOP R1-1 & R3-2 \ (EXISTING) REMOVE AND REINSTALL AS NECESSARY z O tV � A 17, a gym; R1-1 & R3-2 BU RLlNCTCE, ST 1 w ROAD CLOSED ROAD CLOSED R11-2 R11-2 NOTES: NOTES: PHASE 1B PHASE 1A CLOSE EAST j OF FRONT ST NORTH OF BURLINGTON ST, OPERATE WEST j OF FRONT • CLOSE WEST 4 OF FRONT ST NORTH OF BURLINGTON ST, OPERATE EAST j OF FRONT ST NORTH OF BURLINGTON ST, WITH TEMPORARY LANE, AS SELF-REGULATING SINGLE ST NORTH OF BURLINGTON ST AS SELF-REGULATING SINGLE LANE ROAD. FOLLOW LANE ROAD. FOLLOW IDOT STANDARD ROAD PLAN TC-252. MODIFY ADVANCE SIGNING IDOT STANDARD ROAD PLAN TC-252. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE THE STANDARD ROAD APPLICABLE THE STANDARD ROAD PLAN LISTED. MODIFIED TO ALLOW LOT 3 ACCESS. PLAN LISTED. MODIFIED TO ALLOW LOT 3 ACCESS. BAG STOP SIGNS THROUGHOUT PHASEI. • BAG STOP SIGNS THROUGHOUT PHASE 1. COMPLETE PCC PAVEMENT AND PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT • CONSTRUCT TEMPORARY 8" DETOUR PAVEMENT LANE. SEE SHEET J.30 FOR DETAILS. DOCUMENTS. 77 ROAD DESIGN D • PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER J.28 LEGEND X DRUMS 42 INCH CHANNELIZERS 0 () TYPE 3 BARRICADE F > 5 ARROW PANEL --)0- DIRECTION OF TRAVEL n TEMPORARY SIGN ® PHASE 1C WORK AREA W, NOTES: PHASE 1C • CLOSE WEST j OF FRONT ST NORTH OF BURLINGTON ST, OPERATE EAST j OF FRONT ST NORTH OF BURLINGTON ST AS SELF-REGULATING SINGLE LANE ROAD. FOLLOW IDOT STANDARD ROAD PLAN TC-252. MODIFY ADVANCE SIGNING SPACINGS AS SHOWN TO ACCOMMODATE THE EXISTING CONDITIONS AND URBAN LOCATION. ADVANCE SIGNING SHALL BE PLACED NEAR INTERSECTIONS AS SHOWN OR THEY SHALL MEET THE MINIMUM ADVANCE SIGNING SPACING LISTED IN THE APPLICABLE THE STANDARD ROAD PLAN LISTED. MODIFIED TO ALLOW LOT 3 ACCESS. • BAG STOP SIGNS THROUGHOUT PHASE 1. • COMPLETE PCC PAVEMENT AND PCC SIDEWALK WORK AS SHOWN IN THE CONTRACT DOCUMENTS. BAG STOP SIGNS THROUGHOUT PHASE 1 PHASE1C R1-1 & R3-2 \ (EXISTING) REMOVE AND REINSTALL AS NECESSARY ROAD CLOSED R11-2 TI ;u O Z -i R1-1 & R3-2 Alk BURLINGTON ST ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER J.29 I m CENTER 48' R STA: 56+08.15 Offset: 77.63 L PHASE 1A FOR -_' STA: 56+60.21 REMOVE PCC SIDEWALK PER Offset: 79.43 L CONTRACT DOCUMENTS Top of Slab: 650.07 1 /4 PT. STA: 56+55.89 Offset: 59.53 L FG: 650.14 8" DETOUR PAVEMENT MID STA: 56+43.51 Offset: 42.98 L Top of Slab: 650.20 1 /4 PT. STA: 56+25.44 Offset: 32.49 L ,:' ;;• ' ' ;;, FG: 650.25 :.a i. R • •.y � A.' STA: 56+61.53 Offset: 79.52 L Match Existing (t650.08) REMOVE EXISTING CURB ' PAVE 8" DETOUR PAVEM MATCH EXISTING PCC Pf BURLINGTON ST DETOUR PAVEMENT DETAIL lag n O rn rn � 3 �� ca V) Z O I— C� Z J ch D m I ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER J.30 3 -- - --2.5" M I ).0" I LOT 3 ACCESS 12.1" 5.0" 5.0" 2.4" 9.0" ; 18.0" r 9.0" - 8.3" 1 1.0" 5.0" I-- 8.3" 5.3" 25.4" 36.0" LOT 3 ACCESS LEFT; 1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON ORANGE; STANDARD ARROW CUSTOM 18.0" X 12.1" 180°; "LOT 3" D 75% SPACING; "ACCESS" D 1.5" 3 1.5" 2.5" f ).0,. I LOT 3 ACCESS 12.1" : 5.0» 5.0" 2.5" 9.0" f 18.0" 3.4" +� 8.3"---t--1 1.0" 5.0" Imo- 8.3" 5.3" I 25.4" 36.0" LOT 3 ACCESS RIGHT; 1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON ORANGE; SP-2 STANDARD ARROW CUSTOM 18.0" X 12.1" 0°; "LOT 3" D 75% SPACING; "ACCESS" D BURLINGTON ST/HWY 1 CLOSED AT S RIVERSIDE DR LOT 3 ACCESS ONLY 2.2" - 35.5" I 4" -i - 22.4" (4» 2.7" I� 18.4" ; 34.7" ; 34.7" I - 6.4" --4-- 7.2" -- - 4" 3.1 4" -T 29.2" I 4" -�-- 7.2" - -- 6.9" --- " 4"-1 10.4"--1 4" 13.23.21 4" 1 22.8" =1 4" T 15.1 4.5"- 72" 3.8" 3.7" 2.5" 4" I4" 36" 1.5" 1.5" SP_3 36.0" T LOT ACCE 11.9" - - i 12.2' 1 1.9" 8.3" 1 1.0" 5.0" �--4" t-8.3" 5.3" I 25.4" I 5.3" 36.0" N LOT 3 ACCESS STRAIGHT; 1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON ORANGE; 0 -F I STANDARD ARROW CUSTOM 18.0" X 12.1" 90°; "LOT 3" D 75% SPACING; "ACCESS" D C-: f BURLINGTON ST/HWY 1 CLOSED: 1.5" RADIUS, 0.6" BORDER, 0.4" INDENT, BLACK ON ORANGE; "BURLINGTON ST/HWY 1", E 75% SPACING; "CLOSED", E: Sp-1 "AT S RIVERSIDE DR", E 75% SPACING; "LOT 3 ACCESS ONLY", E 75% SPACING ROAD DESIGN * CAD,-, * PRODUCED STATE OF IOWA FFHWA REGION 7 T FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120; -3H-52 SHEET NUMBER J.31 Ln N rn STA: 55+52.81 _ TRANSITION CROSS SLOPE - STA: 55+37.23 J;� % fA: +52. L-'----- Offset: 37.48 L 14PER Off 651.6. STA: 55+81.65 ------ FG: Match Existing (t652.00) FG:F-Offset: 33.62 L STA: 55+36.48 I FG: 650.64 Offset: 31.53 L FG: Match Existing (t652.14) STA: 55+51.82 Offset: 29.60 L FG: Match Existing (t651.62) STA: 56+ 10.56 Offset: 32.48 L FG: 650.12 FG: Match CENTER 30' RADIUS STA: 56+30.00- Offset: 62.76 L 1 /4 PT. STA: 56+43.52 Offset: 35.66 L FG: 649.88 FOR STA: 56+31.23 Offset: 32.79 L FG: 649.97 STA: 56+75.21 Offset: 70.47 L FG: Match Existing (t650.15) STA: 56+61.59 Offset: 69.50 L Existing (t650.07) 2.5' FOR STA: 56+61.92 Offset: 65.56 L 0 15 NOTES: FG = FORM GRADE TS = TOP OF SLAB FG = TS WHEN NOT LOCATED AT BACK OF CURB STA: 56+88.52 Offset: 71.25 L FG: Match Existing (t650.13) FOR STA: 56+88.93 Offset: 64.50 L SEE SHEET S.1 FOR PEDESTRIAN FG: 650.19,�RAMP DETAILS (TYP.) FG: 650.11 O ---- 1 /4 PT. 1 � STA: 56+60.27 1 Offset: 53.44 L FG: 650.03 I MID PT. Q - +-------- STA: 56+53.75 1 5' CURB Offset: 42.92 L� RUNOUT FG: 649.96 PROPOSED I 1 IBACK OF 6" I I I - ----__ STANDARD 1 ----____'CURB (TYP.) I I _------�--- __--PPRQOSED_EACE--�� OF URB(TYP.) iED61f OF --PRECAST f I ST 1 56+77.12 i CONCRETE P NELS _ Ai I I I FOR RAILROAD Offset: 2811 L Co STA: 56+10.50 FG-I Match Existin I t649.98 j CROSSING 9�(_ ) Offset: 25.48 L - ----- -- -- -�- + FG: Match Existing (t650.25) STA: 56+31.50 A: 56+94.42 Offset: 25.79 L Offset: 28.57 L FG: Match Existing (t649.94) FG: Match Existing (t6 2) a - PROPOSED 9" PCC PAVEMENT CENTER 30' RADIUS STA: 57+21.00 Offset: 65.70 L Rg0 MID PT. __STA: 56+92.04 Offset: 53.11 L FG: 650.30 FOR STA: 56+99.44 Offset: 43.68 L FG: 650.41 FOR STA: 57+21.08 Offset: 35.70 L FG: 650.62 FOR STA: 57+15.90 1 5' CURB Offset: 36.09 L FG: 650.59 1 RUNOYT I I STA: 57+ 16.15 Offset: 26.03 L SEE SHEET K.6 FOR JOINTING DETAIL (TYP.) - -f� AND SHEET K.13 FOR ADDITIONAL POINT - ELEVATIONS ELEVATION = 649.70 O BURLINGTON ST I c� 0 z o- 0 FG: Match Existing (t650.27) 5'.5' WIDE FULL DEPTH HMA RAILROAD APPROACH SECTION, 16" THICK SEE STANDARD ROAD PLAN PV-204 o + CD I�r -G � ca c.n U Q O LLJ 0 LLJ 0 m w 1 ROAD DESIGN . CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY IPROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER K.1 STA: 56+76.70 Offset: 32.55 R FG: Match Existing (t649.12) r` Ln 16" HMA 12" HMA STA: 57+02.42 Offset: 31.63 R FG: Match Existing (t649.59) 5' CURB RUNOUT STA: 56+97.57 Offset: 31.83 R FG: Match Existing (t649.55) INSTALL BEAM CURB STA: 56+59.78 Offset: 34.16 R LINSTALL NEW INTAKE LID Match Existing (t649.36) _ - (ROW)-- aW�--- LREMOVE AND REPLACE EXISTING BRICK AS NECESSARY TO INSTALL INTAKE LID AND BEAM CURB 18" PCC PAVER BAND SEE DETAIL SHEET U.2 R"u 16' HMA 12" HMA STA: 57+1 1.94 Offset: 26.53 R BURLINGTON ST BASELINE 3" HMA OVERLAY BURLINGTON ST FG: Match Existing FOR (t649.66) STA: 57+29.15 Offset: 32.94 R IA: 57+12.04 FG: 649.55 �fset: 31.37 R MID PT Match Existing STA: 5 +30.31 PROPOSED 649.60) Offset: 33.77 R RIM ELEVATION = 649.47' 5' CURB R NOUT - - - - - __EGL.64 .99 -LOW POINT 1 /4 PT. STk 57+59.20 Offset: 36.61 R G U `�GRADEI BREAK i FG: 649.80 5 `� STAI 57+b0:77,\ t. �� EdR ' Off0t: 34.39 R \ STA: 57+30.23 FG: 649.62 Off et: 35.24 R MID PT. 57+25.38 t: 45.11 R FG: 649.99 GRADE BREAK STA: 57+24.02 Offset: 49.14 R FG: 649.70 FOR STA: 57+22.43 Offset: 55.75 R FG: Match Existing (t650.20) -- (Row � - �4 PT�� STA: 57+46.55_ Offset: 43.20 R Rho FG: 649.89 �EOR STA: 57+41.76 Offset: 48.55 R R35, 6,FG: 649.94 PROPOSED 9" PCC PAVEMENT SEE SHEET K.6 FOR JOINTING DETAIL (TYP.) (TYP.) MID PT. STA: 57+52.48 Offset: 39.14 R FG: 649.85 STA: 57+66.09 Offset: 28.65 R FG: 649.89 N 0 10 NOTES: FG = FORM GRADE TS = TOP OF SLAB FG = TS WHEN NOT LOCATED BACK OF CURB I I BEGIN i3" HMA OVERLAY OF PCC PAVEMENT WIDENING WITH 9" STANDARD CURB, POUR WIDENING 3" LOW FOR HMA ucAnrM SEE SHEET S.2 FOR PEDESTRIAN RAMP DETAILS (TYP.) CENTER 60' RADIUS STA: 57+80.34 Offset: 67.81 R FOR CENTER 30' RADIUS STA: 57+36.98 STA: 57+66.34X Offset: 58.81 R Offset: 65.75 R FG: Match Existing (t650.59) OENTER 35.6' RADIUS STA: 57+71.18 Offset: 68.60 R PROPOSED DECORATIVE BRICK PAVERS SEE DETAIL SHEET B.7 PROPOSED PCC PAVER BAND SEE DETAIL SHEET U.2 CD C7 0 '-q^1 "t~ -1 C-) _{� r*l 't7 p-� 1 � 1 y Ln IROAD DESIGN r CADD « PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER K.2 a 0 0 0 N Co STA: 61 +04.59 Offset: 65.57 L FG: Match Existing (t651.67) 0 CENTER 30' RADIUS STA: 60+74.59 Offset: 63.25 L SEE SHEET S.3 FOR PEDESTRIAN RAMP DETAILS (TYP.) ` (ROW FOR STA: 60+74.60 Offset: 33.25 L� END 9" STANDARD CURB WITH 3" HMA OVERLAY I 1 /4 �T. STA: 60+85.185. Offset- 35.441 L FG: 651.03 PROPOSED BACK OF 6" STANDARD CURB _-1 (TYP.) I II I II I I - It' STA: 61 +27.20 Offset: 65.62 L II II FG: Match Existing (t652.O4)� STA: 61 +49.82 Offset: 65.67 L FG: Match Existing (t651.75) EUtl I I STA: 61 +04.57 Offset: 62., L ! ! FOR i STA: 61 +49.83 �6 FG: 651.681 I Offset: 60.80 L I I FG: 651.83 - - -----------�------------t-----i------t--- I I I -- I I 1 /4 PT. I I � j ! I 1 /4 PT. STA: 61 +02.01 I D I STA: 61 +52.11 Offset: 51.09 L I ! 49.38 L FG: 651.74 GRADE BREAK (n !Offset: i FG: 651.99 STA: 61 +27.20 I 0 Offset: 45.80 L i GRADE BREAK___' ------_- FG: 652 09 -- -- ------+-STA: ! GRADE BREAK 61+53-. ''- -__STA: 60+98.96 1 _`--Offset: ! --- ! ! I Offset: 45.851 L 45.75 L I I r ! FG: 652.94 Q I FG: 651.77 I ! I I I I 1 I MID PT. i i i MID PT. STA: 60+95.45 i GRADE! BREAK i STA: 61+58.58 L Offset: 39.6952. I Offset: 41.69 L I FG: 651.73 ALONG! JOINT I FG: 52.12 6 52. I I I 1 STA: 60+93.90 Offset: 30.80 L FG: 651.65 STA: 60+74.60� Offset: 26.25 L STA: 60+93.90 FG: 651.67 ffset: 26.25 L FG: 651.73 - i I I I I I I I BURLINGTQN ST I STA: 61 +56.13 Offset: 30.49 L FG: 652.25 \ STA: 61 +27.20 '-Offset: 30.63 L FG: 651.99 PROPOSED 9" PCC PAVEMENT • SEE SHEET K.7 FOR JOINTING DETAIL (TYP.) - 7____ BURLINGTON ST BASELINE N 0 10 NOTES: FG = FORM GRADE TS = TOP OF SLAB FG = TS WHEN NOT LOCATED BACK OF CURB CENTER 30' RADIUS STA: 61 +79.83 Offset: 60.87 L PROPOSED DECORATIVE BRICK PAVERS SEE DETAIL SHEET U.2 (ROW_0��--- STA: 61 +79.68 Offset: 30.81 L rOffset: 30.87 l I FG: 652.35 1 /4 PT. I STA: 61 +68.26 I Offset_ 33.19_L I I ! --- 1 I I t I I I I I L - nJ STA: 61 +79.68 49 Offset: 23.87 L_/ STA: 61 +90.86 FG: 652.56 Offset: 23.81 L .tt FG: 652:86 ' d STA: 61+56.13+ ffset: 23.99 L FG: 652.20 .' rn Lij L,j Cn Iz w O I- z O 1 CD z m m IROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)- JH-52 I SHEET NUMBER K.3 I 0 10 NOTES: FG = FORM GRADE TS - TOP OF SLAB FG = TS WHEN NOT LOCATED AT BACK OF CURB STA: 60+74.37 Offset: 28.75 R FG: 651.44 STA: 60+74.37 Offset: 30.15 R FOR FG: 651.42� STA: 60+74.37 [-Offset: 35.75 R I I 1 I END 9-1STANDARDCURB WITH 13" HMA OVERLAY _I PROPOSED PCC PAVER BAND - SEE DETAIL SHEET U.2 PROPOSED DECORATIVE BRICK PAVERS SEE DETAIL SHEET U.2 I i I I STA: 61 +73.76 STA: 61 +88.76 ! Offset: 0.0 ffset: 0.00 FG: 652.80 FG: 653.15 ! 0 0 I (o co I I BURLINGTON ST BASELINE BURLINGTON ST I-'----- STA: 61 +55.25 STA: 61 +73.76 STA: 61 +88.76 Offset: 20.65 R Offset: 20.65 R ffset: 20.65 R FG: 652.40� FG: 652.57 FG: 652.89 PROPOSED PROPOSED 9" PCC PAVEMENT STA: 61+55.26 RIM ELEVATION = 651.43' SEE SHEET K.8 FOR JOINTING DETAIL Offset: 30.15 R (NP,) FG: 652.29 1 /4 PT. STA: 61 +27.04 STA: 60+85.81 Offset: 30.15 R /-Offset: 38.02 R FG: 651.66 FG: 651.44 I SEE SHEET S.4 FOR PE i RAMP DETAILS (TYP.) 1 /4 PT. FOR STA: 61 +68.35 STA: 61 +71 Offset: 32.91 R Offset: 30.1 FG: 652.37 FG: 652.49 I i I i i i MID PT. ! I GRADE B EAK !GRAD BREAK STA: 60-h91.01 IALONG JOINT i I I STA:' 61 +58.65 i i Offsl: 39.35 R� G: 652.24 Offset: 40.79 R ! I I L;ROPOSED «° FG: 651.50 i --------Jd1�31---------- ------------I------ i IM-ELE'✓1T�QN = SSL7J'i____-- STAi: 60+95.52 i 1 /4 PT. ---, Offset: 44.48 R I I STA: 61 +52.13 FG:I 651.54 I ;Offset: 49.00 R I I I j i FG: 652.11 !- I I I I 1 /4 PT. I GRADE BREAK j ! I STA: 61 +27.04 t y0 STA: 61 +02.03 I Offset: 56.73 `1 j Offset: 54.15 R FG: 651.96 , I o ; FG: 651.62 i N l'! -----GRADE BREAK - - i I FOR y - -STA- 6T*o77- -- --- STA: 61 +02.9� Offset: 64.40 R y Offset: 56.73 R FG: 651.99 FG: 651.64 O ! Z FOR ' I I I I PROPOSED BACK OF STA: 61 +04.37 (n 6" STANDARD CURB Off t• 65 58 R CENTER 30' RADIUS_/ STA. 60+74.37 Offset: 65.75 R FG: 651.57 I I I I i I STA: 61 +04.39 Offset: 70.55 R FG: Match Existing (t651.54) STA: 61 +49.69 ffset: 70.29 R STA: 61 +27.04 FG: Match Existing (t651.88) Offset: 70.42 R FG: Match Existing (t651.86) .C" _ -a Cn :rJ � CENTER 30' RADIUS STA: 61 +79.77 Offset: 60.65 R 0 0 ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER KA ' I m Z 2.5' � --(T-P. 1 • LL- I 1 ' CD' 'RD' (TYP.) I i I-—10.69'--}�--12.57' _ I I _ _13.13' _ _ 12_50' ----� r Cp i 'CD' (TYP.) +I 2 + o o i� of BURLINGTON ST IN NI m 12.50' — — 4.1-0' a� CD (TYP.) tlb I j l 'BT 3' (TYP) I I I 'B' (TYP) 11 B H— 8.80 --+--- 8.85----t-----13.67 13.13' — f---11.50' — —1 5.32' —+-- F--8.09' I 15.34' M I N B TYP. SEE STANDARD ROAD PLAN PV-201, 0 It - co l'1^ CIRCULAR MANHOLE BOXOUT FOR / \ I KT- 2 OR I r...t BOXOUTS IN FULL DEPTH HMA PAVEMENT — — SEE STANDARD ROAD PLAN -- PV-103, MANHOLE BOXOUTS IN PCC PAVEMENT (TYP.) u� -� i UIoD9-1 Ln > Cw� BURLINGTON ST N Lf) co / 11 8` SEE STANDARD ROAD PLAN 5.0, PV-103, MANHOLE BOXOUTS IN PCC PAVEMENT (TYP.) 15.69' 0 10 1-- 'RD' F11l cl: Ll ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER K,5 v 'BT-3' 00� BT-3' I 9.30' -- -t}-—10.00' - D O Z 1 1.61 ''RD1 1 1.61 (1YP 1 1.00 —�}�— tI 'CD' (TYP.) I 'CD' (TYP.) Imo— 9.91 ' 11.00, 11.00' 9.68' -171 - --i (TYP.) a I ooI(TYP.) I N 4 �I I I � N N Io0 — — — °° I 6.00' o M �Io o I N N 14.82' coY . NI I" NI NI N I I 00rrn 00I0 op 0IN OIO NI� IN CN NILo Lo NI I i I I I 7.48, 'BT-3' TYP. r 14.82' -1- 1 1.00' 1 1.00' r 9.00, ----1 — 8.93' — i— — — — — — — — — I� I UI oq -- I00 ,CD, o 6.50' 7.36 0' I � o REFER TO STANDARD ROAD PLAN PV-103 J - FOR MANHOLE BOXOUTS SEE STANDARD ROAD PLAN PV-103, REFER TO STANDARD ROAD PLAN PV-103 STA: 61+08.91 MANHOLE BOXOUTS IN PCC PAVEMENT FOR MANHOLE BOXOUTS rOffset: 17.42 L STA: 61 +27.37 BT-3' (TYP.) ,-Offset: 17.57 L BURLINGTON ST o STA: 61 +09.08 Offset: 2.58 R U M a I � 2 I O r` I� —1 —9.13' 9.28' 'BT-3' (TYP.) STA: 61 +27.49 Offset: 2.43 R EXISTING JOINT LOCATIONS ARE ESTIMATED MATCH EXISTING JOINTS BT-3' TYP. REFER TO STANDARD ROAD PLAN SW-541 & SW-542 FOR JOINTING DETAILS OF INTAKE BOXOUT p � u? I ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER K.G I 0 1p U) SEE STANDARD ROAD PLAN PV-201, CIRCULAR MANHOLE BOXOUT FOR BOXOUTS IN FULL DEPTH HMA PAVEMENT I � o O O —1 — — — �— — — —04 -- N STA: 61+o9.o8BURLINGTON ST I — Offset: 2.58 R STA: 61 +27 449 Offset: 2.43 R I- c/) SEE STANDARD ROAD PLAN PV-103, MANHOLE BOXOUTS IN PCC PAVEMENT -{--- 8.12' 11.04' I- 11.50' 11.00' 11.I \ 00' I 10.00' 12. E 'BT-3' (TYP.) � Ica I I In I I In a I 10) I I o 7.20 -- —'CD- 41 --I----—f�---- s.00—------- — G - I r. l ., I 'CD' -�� n: a A I (LIIr.II I' I N la NI NI I-' N I J I JI jI to I o IS of of _. ..------ I N N I N I N 1 N 2 I I ( ]21 'CD' (TYP.) — -CD- (TYP.) — -1 I ---1 1.50' 11.00' 11.00' 10.22' -- -I (TYP.) ( (TYP.) I (TYP.) I (TYP.) IM I'`'• 1N I I I I 'RD' (TYP.) 1 I--11.65' i 11.00' T 11.00' 1 1 1.65' U) K D O Z O l6131 -i I � I ( I--- 7.13' 19.88' 00 o 5.95' q 00 00 1w O w L �' CD' ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 I SHEET NUMBER K,7 I - a m C14, - ao 10.00' I h I I ci I 00 'I n I I I I I I (TYP.) I^ - BT-3' (TYP.) rl- o BURUNGTON ST Ocb + — L N a d l ...•� r Clr rn 'BT-3' TYP. I^ rl F- O O O � !r 10.45' � 10.01 ' 10.12' O Fv- � O O � I�-- 9.69' I I I i— — 8.97' � BT-3' TYP. p 10.00' a I BTr3 TYP. I �1TMP)�I ( ROAD DESIGN CADD PRODUCED STATE OF IOWA FHWA REGION - _ - ", _ 1UHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER �(,$ a. pa p I 10.00' O v r o ( (TYP) I I ^ 6.63' I 13.97'-}--8.19, (TYP.) BT-3' (TYP.) 'BT-3' (TYP.) (O 00 L'L-2' OR 1BT-3' 00 13.14' i- in �cy! �o N PRIVATE UTILITY MANHOLE LIDS I TO BE ADJUSTED BY OTHERS. 'BT-3' 1 COORDINATE ADJUSTMENT. 13.26' -�-I BURLINGTON ST 0 r1 n 'BT-3' (TYP.) C4ca % I I Ia 'BT-3' (TYP.) i I -- ►— --I I 600' 10 00' BT-3' (TYP.) 8.20 a 1> —(TP.)n°.CL • I I I I I I o� .� I I I I I � I I v I� .� U • SEE STANDARD ROAD PLAN PV-103, MANHOLE BOXOUTS IN PCC PAVEMENT (TYP.) ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER K.9 i o. I o I r o U I I I I I i oai� I 10.00' I I I I 9.50' TYP. 'BT-3' (TYP.) o BURLINGTON ST O O 'BT-3' (TYP.) 10.00' - a I`— TYP.) —� I I o ( a� N 0 10 I I STA: Offee- 0 0 � G= v I I I N IZ�---- I O I Ip ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER K.10 REFER TO STANDARD ROAD PLAN PV-103 FOR MANHOLE BOXOLITS o0 'BT-3' — — 15.0 ' I —+ BURLINGTON ST N Lo 0 10 O t- jy- o N CV in _ 'BT- 'BT-3' T 15.00' 18.51' 19 15.00' —YP.) (TYP.) �I II II I B o'T-3' o I ( BT-3' ` REFER TO STANDARD ROAD PLAN SW-541 & SW-542 FOR JOINTING DETAILS OF INTAKE BOXOUT KUM AND GO o STA: 63+27.04— 0 i + — — � e 0.000— BURLINGTON ST N 0 a10 rn 'BT-3' TYP.) I I 15.00' (TYP.) ' ^ I I o 0o I KUM AND GO ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER K.11 N In I ro I I 0 CV In I O O 1 x in z i U Q O LLJ Ld 0 Ld un z O I- C.� z J m 0 0— �— to BURLINGTON ST N 0 10 0 n .B. (TYP.) 'BT-3' (TYP.) 'BT-3' 11.10' ..G (-----16.02' 16.00' 16.00' 15.21 ' I----12.79' 15.00' � � h � o o ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER K.12 N 0 10 z O I' 3 j lI I i i / I 12 I ( I I I I I I I L�- - t� - Z -x18 ca o 0 ( I I I �, .....� _ ----�1 �2 •t 3 *24 >`� *25 6 � -X28 � U o i w z to tr BURLINGTON ST v NOTE: SEE K.1 FOR INTERSECTION GEOMETRY AND additional ELEVATIONS ROAD DESIGN ' CADD ' PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER K.13 Point Station Offset Elevation Description 1 56+61.59 69.50' L 650.07' FG 2 56+75.21 70.47' L 650.15' T/S 3 56+88.52 71.25' L 650.13' FG 4 56+62.01 62.93' L 650.09' FG 5 56+64.15 62.91' L 650.10' T/S 6 56+75.53 63.71' L 650.13' T/S 7 56+88.93 64.50' L 650.19' FG 8 56+60.18 53.19' L 650.03' FG 9 56+62.17 52.52' L 650.03' T/S 10 56+76.00 53.51' L 650.09' T/S 11 56+89.19 54.29' L 650.27' T/S 12 56+91.15 55.03' L 650.28' FG 13 56+47.82 37.99' L 649.91' FG 14 56+48.97 36.33' L 649.89' T/S 15 56+63.06 37.54' L 649.96' T/S 16 56+76.67 38.52' L 650.02' T/S 17 56+89.65 39.29' L 650.22' T/S 18 56+93.91 39.51' L 650.29' MATCH EXISTING 19 56+39.47 34.15' L 649.91' FG 20 56+31.23 32.79' L 649.97' FG 21 56+40.08 32.24' L 649.88' T/S p 22 56+31.50 25.79' L 649.94' MATCH EXIST'-t1V6 23 56+40.53 26.21' L 649.83' MATCH EXIS�+J 24 56+49.60 26.78' L 649.81' MATCH EXIST�R4 , 25 56+63.63 27.55' L 649.89' MATCH EXIST 26 56+77.09 28.11' L 649.98' MATCH EXISTI 27 56+88.95 28.45' L 650.10' MATCH EXISTING 28 56+94.42 28.57' L 650.19' MATCH EXISTING 29 56+57.06 27.21' L 649.85' MATCH EXISTING a 00 0 0 0 0 m i OD \/38 X30 SEE STANDARD ROAD PLAN PV-201, CIRCULAR MANHOLE BOXOUT FOR BOXOUTS IN FULL DEPTH HMA PAVEMENT X31 X34 X36 >40 X45 BURLINGTON ST o 0 Ln r` ar o' U, z Q U MATCH EXISTING INTAKE BOX ELEVATIONS (t649.20) REMOVE EXISTING HMA FROM TOP OF INTAKE X32 35 33 r X50 X55 . N 0 10 T/S* 3" FORM GRADE _f 9" CURB 9" PCC WIDENING - 6" SPECIAL BACKFILL 3" HMA OVERLAY Point Station Offset Elevation Description 25 56+63.63 27.55' L 649.89' MATCH EXISTING 26 56+77.09 28.11' L 649.98' MATCH EXISTING 27 56+88.95 28.45' L 650.10' MATCH EXISTING 28 56+94.42 28.57' L 650.19' MATCH EXISTING 29 56+57.06 27.21' L 649.85' MATCH EXISTING 30 56+57.55 17.43' L 649.82 MATCH EXISTING 31 56+58.26 2.88' L 649.97' MATCH EXISTING 32 56+59.60 32.12' R 649.34' MATCH EXISTING 33 56+59.78 34.16' R 649.36' FG 34 56+78.59 4.52' L 650.03' T/S 35 56+80.82 32.68' R 649.12' FG 36 56+95.59 4.93' L 650.04' MATCH EXISTING 37 56+97.10 31.34' R 649.55' MATCH EXISTING 38 57+10.13 37.53' L 650.39' MATCH EXISTING 39 57+10.51 25.89' L 650.30' MATCH EXISTING 40 57+11.11 5.82' L 650.06' MATCH EXISTING 41 57+11.43 6.70' R 649.91' MATCH EXISTING 42 57+11.94 26.53' R 649.66' ATCH EXISTING 43 57+15.90 36.09' L .37' 44 57+16.15 26.03' L' 45 57+16.62 5.86' L 6$0.09' -" 46 57+16.90 6.70' R 656 ' 47 57+17.33 26.65' R 64!La MTC STI N G 48 57+39.70 35.39' L 6g T/S* 49 57+39.70 26.25' L 65e28' T/S 50 57+39.70 5.87' L 650.20' T/S 51 57+39.70 6.70' R 650.12' T/S 52 57+39.70 27.46' R 649.53' MATCH EXISTING 53 57+66.09 34.74' L 650.09' T/S* 54 57+66.09 26.25' L 650.25' T/S 55 57+66.09 5.92' L 650.56' T/S 56 57+66.09 6.73' R 650.53' T/S 57 57+66.09 28.64' R 649.89' T/S 58 57+66.34 35.75' R 649.76' T/S NOTE: SEE K.2 FOR INTERSECTION GEOMETRY AND ADDITIONAL ELEVATIONS ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER N H S X - 0 0 1 -5(120)--3H-52 SHEET NUMBER K.14 Y� 0 BURLIN TON ST 4 9 - - �0 ,--- ------- - �(61 �62 ry 66 -- 64 I / I Z SEE STANDARD ROAD PLAN 65 /��-68 '- — �69 Q PV-103, MANHOLE BOXOUTS IN \ /0 U PCC PAVEMENT (TYP.) — — — — �72 73 �\ G74 NOTE: SEE K.2 FOR INTERSECTION GEOMETRY AND ADDITIONAL ELEVATIONS (n t-- .Z FE] O 0= ly C� v� i,�� —i woo", l � ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER K.15 Point Station Offset Elevation Description 59 57+19.99 26.72' 649.62' MATCH EXISTING 60 57+24.86 26.87' 649.61' MATCH EXISTING 61 57+34.69 27.24' 649.59' MATCH EXISTING 62 57+42.69 27.60' 649.59' T/S 63 57+50.77 27.96' 649.69' T/S 64 57+12.04 31.37' 649.60' FG 66 57+34.57 30.13' 649.53' T/S 67 57+37.85 33.81' 649.50' T/S 68 57+42.40 34.02' 649.54' T/S 69 57+50.77 34.39' 649.62' T/S 70 57+34.Z9 37.19' 649.59' T/S 71 57+35.47 42.25' 649.74' T/S 72 57+42.02 42.55' 649.81' T/S 73 57+36.64 47.32' 649.86' T/S 74 57+34.33 51.98' 649.91' T/S 71 I ( I I I I 04---------Z--*9-L---- I I I ( I I I I 9- 0 4i101 I I I I I I I I I I I I I I I I \ I I 76 REFER TO STANDARD ROAD PLAN PV-103 FOR MANHOLE BOXOUTS 0 BURLINGTON ST - - o SEE STANDARD ROAD PLAN PV-103, MANHOLE BOXOUTS IN PCC PAVEMENT - I I ( � REFER TO STANDARD ROAD PLAN SW-541 & SW-542 FOR JOINTING DETAILS OF INTAKE BOXOUT 8 Point Station Offset Elevation Description 75 60+83.90 26.25' 651.70' T/S 76 60+93.90 26.25' L 651.73' T/S 77 60+93.90 30.80' L 651.65' T/S 78 61+01.38 30.76' 651.79' T/S 79 61+16.20 30.69' L 651.93' T/S 80 61+27.20 30.63' L 651.99' T/S 81 61+38.20 30.58' L 652.12' T/S 82 61+47.20 30.53' L 652.20' T/S 83 61+56.13 30.49' L 652.25' T/S 84 61+56.13 23.99' L 652.20' T/S 85 61+62.63 23.96' L 652.30' T/S 86 61+69.96 23.92' L 652.45' T/S 87 61+77.64 23.88' L 652.53' T/S 88 61+90.86 23.81' L 652.86' T/S 89 61+01.38 45.75' L 651.80' T/S 90 61+16.20 45.78' L 651.97' T/S 91 61+27.20 45.80' L 652.09' T/S 92 61+38.20 45.82' L 652.07 T/S 93 61+47.20 45.84' L 652.0 T/S 94 61+06.30 58.94' L 651.71' f/S 95 61+16.20 58.96' L 65T85' .. /S 96 61+27.20 58.98' L 657:06' S 97 61+32.20 58.99' L 98 61+38.20 59.00' L 6 , T/S 99 61+27.20 52.98' L 652�7' T/S 100 61+32.20 52.99' L 652.04' T/S 101 61+38.20 53.00' L 652.00' T/S 102 61+16.20 65.60' L 651.74' MATCH EXISTING 103 61+27.20 65.62' L 652.04' MATCH EXISTING 104 61+38.20 65.64' L 651.93' MATCH EXISTING 105 61+62.63 30.45' L 652.23' T/S 106 61+69.99 30.42' L 652.31' T/S NOTE: SEE K.3 FOR INTERSECTION GEOMETRY AND ADDITIONAL ELEVATIONS ROAD DESIGN • CADD a PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER K.16 r, i N O - 0 10 dUrCLIIVV I VIV J I SEE STANDARD ROAD PLAN PV-103, Point Station Offset Elevationi Description 107 60+74.37 30.15' R 651.42' T/S 108 60+85.38 30.15' R 651.47' T/S 109 60+93.50 30.15' R 651.48' T/S 110 61+04.54 30.15' R 651.57' T/S 111 61+16.04 30.15' R 651.61' T/S 112 61+27.04 30.15' R 651.66' T/S 113 61+33.04 30.15' R 651.75' T/S 114 61+38.04 30.15' R 651.83' T/S 115 61+48.04 30.15' R 652.06' T/S 116 61+55.26 30.15'R 652.29' T/S 117 61+60.64 30.15' R 652.36' T/S 118 61+66.60 30.15' R 652.38' T/S 119 61+66.60 26.41' R 652.44' T/S 120 61+73.73 26.41' R 652.39' T/S 121 61+93.60 26.40' R 652.89' T/S 122 60+85.38 35.15' R 651.42' T/S 123 60+93.50 35.15' R 651.49' T/S 124 60+93.50 40.10' R 651.52' T/S 125 61+04.54 40.10' R 651.60' T/S 126 61+16.04 40.10' R 651 ' T/S 127 61+27.04 40.10' R 651. T/S 128 61+33.04 40.10' Ft - 1. ,..T/S 129 61+38.04 40.10' R".' ,., 651.94' 2/S 130 61+48.04 40.10'R '76S2.09'' rTfS 131 61+55.25 40.10' R .19' .T./S , 132 61+60.64 35.00' R •6 - 0' T/S 133 61+66.60 31.49' R $' •' T/S 134 61+04.54 55.10' R 651.65' T/S 135 61+16.04 55.10' R 651.80' T/S 136 61+27.04 55.10' R 651.94' T/S 137 61+38.04 55.10' R 652.01' T/S 138 61+48.04 55.10' R 652.04' T/S 139 61+04.39 70.55' R 651.54' FG 140 61+16.04 70.48' R 651.68' MATCH EXISTING 141 61+27.04 70.42' R 651.86' MATCH EXISTING 142 61+38.04 70.36' R 651.90' MATCH EXISTING 143 61+49.69 70.29' R 651.88I FG NPTE: SEE K.4 FOR INTERSECTION GEOMETRY AND ADDITIONAL ELEVATIONS ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)-3H-52 SHEET NUMBER K.17 I N T/S* 3" _ 0 10 1 -- ----- -_ - _- FORM GRADE I I 9" CURB 9" PCC WIDENING - 6" SPECIAL BACKFILL n + BURLINGTON ST 0 0 -I - - - - � -- - - 174 0 --- - 82 77- 0. 0 ..1 AA \1/18,9 1186 188 0 0 Ln 3" HMA OVERLAY Point Station Offset Elevation Description 43 57+15.90 36.09' L 650.37' T/S* 44 57+16.15 26.03'L 650.30' T/S 53 57+66.09 34.74' L 650.09' T/S* 54 57+66.09 26.25' L 650.25' T/S 144 57+25.66 35.65' L 650.32' T/S* 145 57+25.78 26.18' L 650.29' T/S 146 57+36.03 35.47L 650.26' T/S* 147 57+36.05 26.25' L 650.28' T/S 148 57+46.09 35.23' L 650.21' T/S* 149 57+46.09 26.25' L 650.27' T/S 150 57+56.09 34.98' L 650.15' T/S* 151 57+56.09 26.25' L 650.26' T/S 152 57+76.71 34.47' L 650.13' T/S* 153 57+76.71 26.25' L 650.29' T/S 154 57+86.71 34.23' L 650.17' T/S* 155 57+86.71 26.25' L 650.32' T/S 156 57+96.71 33.98' L 650.21' T/S* 157 57+96.71 26.25' L 650.35' T/S 158 58+06.71 33.74' L 650.28' T/S* 159 58+06.71 26.25' L 650.42' T/S 160 58+16.71 33.49' L 650.35' T/S* 161 58+16.71 26.25' L 650.48' T/S 162 58+26.32 33.25' L 650.39" T/S* 163 58+26.32 26.25' L 650.52' T/S 164 58+36.32 33.25' L 650.44 T/S* 165 58+36.32 26.25' L 650. T S 166 58+46.32 33.25 650.4@' 167 58+46.32 26.25' -- 0.6 ' --rl5 168 58+56.32 33.25' L .5 ' /S* 169 58+56.32 26.25' L 66' 170 58+66.32 33.25' L 88' 171 58+66.32 26.25' L 1' 172 58+76.32 33.25' L 3' T/S* 173 58+76.32 26.25' L ., 0.76' W T/S 174 58+86.32 33.25' L 650.68' T/S* 175 58+86.32 26.25' L 650.81' T/S 176 58+96.32 33.25' L 650.74' T/S* 177 58+96.32 26.25' L 650.87' T/S 178 59+02.94 33.25' L 650.78' T/S* 179 59+02.94 26.25' L 650.91' T/S 180 59+16.91 33.25' L 650.85' T/S* 181 59+16.91 26.25' L 650.98' T/S 182 59+25.10 33.25' L 650.89' T/S* 183 59+25.10 26.25' L 651.02' T/S 184 59+02.94 17.95' L 651.07' T/S 185 59+16.91 17.98' L 651.17' T/S 186 59+25.24 17.99' L 651.20' T/S 187 59+03.84 5.97' L 651.31' T/S 188 59+17.10 5.89' L EE.38' T/S ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER K.18 iilft.3 J/1-90 \i192 1IG194 �,L196 \/198 J(e200 J M i m BURLINGTON ST ROAD DESIGN * CADD ' PRODUCED BURLINGTON ST o STATE OF IOWA FHWA REGION 7 FFISCAL YEAR 2019 N T/S* 0 10 ` FORM GRADE 9 CURB 9" PCC WIDENING - 6" SPECIAL BACKFILL l.�nn �1.9nF \1/2nFt 3" HMA OVERLAY 4 Point Station Offset Elevation Description 189 59+35.10 33.25' L 650.94' T/S* 190 59+35.10 26.25' L 651.07' T/S 191 59+45.10 33.25' L 650.97' T/S* 192 59+45.10 26.25' L 651.10' T/S 193 59+55.10 33.25' L 651.00' T/S* 194 59+55.10 26.25' L 651.13' T/S 195 59+65.10 33.25' L 651.04' T/S* 196 59+65.10 26.25' L 651.17' T/S 197 59+75.10 33.25' L 651.09' T/S* 198 59+75.10 26.25' L 651.22" T/S 199 59+85.10 33.25' L 651.13' T/S* 200 59+85.10 26.25' L 651.26' T/S 201 59+95.10 33.25' L 651.18' T/S* 202 59+95.10 26.25' L 651.31' T/S 203 60+05.10 33.25' L 651.23' T/S* 204 60+05.10 26.25' L 651.36' T/S 205 60+15.10 33.25' L 651.28' T/S* 206 60+15.10 26.25' L 651.41' T/S 207 60+25.10 33.25' L 651.33' T/S* 208 60+25.10 26.25' L 651.46' of T/S 209 60+35.10 33.25' L 65$38' p Ttr,, 210 60+35.10 26.25' L 654y --{ T^ q- 211 60+45.10 33.25' L 65"2< T)S* 212 60+45.10 26.25' L 65 . 'lfP 213 60+55.10 33.25' L 651. ' T 214 60+55.10 26.25' L 651! •' T/S 215 60+65.10 33.25' L 651.t0' cr T/S* 216 60+65.10 26.25' L 651.63' T/S 217 60+74.60 33.25' L 651.54' T/S* 218 60+74.60 26.25' L 651.67' T/S JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER a M N N C6 0 7 I I I 1 I I I ROAD DESIGN * CADD * PRODUCED 00 LO BURLINGTON ST 0 -0 LO BURLINGTON ST I I I I I I I i 1249 I I I I l 247 �I/ - �S } - _ -- i 53 N T/S* 0 10 FORM GRADE 9" CURB 9" PCC WIDENING - 6" SPECIAL BACKFILL 3" HMA OVERLAY Point Station Offset Elevation Description 219 57+75.05 35.75' R 649.89' T/S* 220 57+75.05 28.74' R 650.02' T/S 221 57+85.05 35.75' R 649.95' T/S* 222 57+85.05 28.75' R 650.08' T/S 223 57+95.05 35.75' R 650.02' T/S* 224 57+95.05 28.75' R 650.15' T/S 225 58+05.05 35.75' R 650.08' T/S* 226 58+05.05 28.75' R 650.21' T/S 227 58+15.55 35.75' R 650.14' T/S* 228 58+15.55 28.75' R 650.27' T/S 229 58+25.55 35.75' R 650.18' T/S* 230 58+25.55 28.75' R 650.31' T/S 231 58+35.68 35.75' R 650.21' T/S* 232 58+35.68 28.75' R 650.34' T/S 233 58+45.68 35.75' R 650.25' T/S* 234 58+45.68 28.75' R 650.38' T/S 235 58+55.37 35.75' R 650.28' T/S* 236 58+55.37 28.75' R 650.41' T/S 237 58+65.37 35.75' R 650.31' T/S* 238 58+65.37 28.75' R 650.44' T/S 239 58+73.58 35.75' R 650.34' T/S* 240 58+73.58 28.75' R 650.47' T/S 241 58+83.58 35.75' R 650.37' T/S* 242 58+83.58 28.75' R 650.50' T/S 243 58+93.58 35.75' R 650.41' T/S* 244 58+93.58 28.75' R 650.54 T/S 245 59+03.58 35.75' R 650.44' 246 59+03.58 28.75' R 57' T 247 59+13.58 35.75' R 90�48' T 248 59+13.58 28.75' R 950. 1' 249 59+23.58 35.75' R 3' T 250 59+23.58 28.75' R 65 T 251 59+29.58 35.75' R C�J T/S* 252 59+29.58 28.75' R 6. 0.70 T/S 253 59+39.58 35.75' R 650.63' T/S* 254 59+39.58 28.75' R 650.76' T/S 255 59+49.58 35.75' R 650.68' T/S* 256 59+49.58 28.75' R 650.81' T/S 257 59+59.58 35.75' R 650.74' T/S* 258 59+59.58 28.75' R 650.87' T/S 259 59+69.58 35.75' R 650.80' T/S* 260 59+69.58 28.75' R 650.93' T/S 261 58+05.22 18.26' R 650.58' T/S 262 58+15.55 18.31' R 650.66' T/S 263 58+25.59 18.37' R 650.69' T/S 264 58+35.68 18.38' R 650.72' T/S 265 58+45.69 18.39' R 650.75' T/S 266 58+55.37 18.30' R 650.79' T/S 267 58+65.41 18.21' R 650.82' T/S STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER 0 0 0 co BURLINGTON ST N T/S* 3" _ 0 10 FORM GRADE 9" CURB 9" PCC WIDENING -J 6" SPECIAL BACKFILL 3" HMA OVERLAY Point Station Offset Elevation Description 268 59+79.58 35.75' R 650.86' T/S* 269 59+79.58 28.75' R 650.99' T/S 270 59+89.58 35.75' R 650.92' T/S* 271 59+89.58 28.75' R 651.05' T/S 272 59+99.58 35.75' R 650.97' T/S * 273 59+99.58 28.75' R 651.10' T/S 274 60+09.58 35.75' R 651.03' T/S* 275 60+09.58 28.75' R 651.16' T/S 276 60+19.58 35.75' R 651.08' T/S* 277 60+19.58 28.75' R 651.21' T/S 278 60+29.58 35.75' R 651.14' T/S* 279 60+29.58 28.75' R 651.27' T/S 280 60+39.58 35.75' R 651.17' T/S* 281 60+39.58 28.75' R 651.30' T/S 282 60+49.58 35.75' R 651.20' T/S * 283 60+49.58 28.75' R 651.33' T/S 284 60+59.58 35.75' R 651.23' T/S* 285 60+59.58 28.75' R 651.36' T/S 286 60+66.58 35.75' R 651.26' T/S * 287 60+66.58 28.75' R 651.39' T/S 288 60+74.37 35.75' R 651.31' T/S* 289 60+74.37 28.75' R 651.44' T/S c► :o C') =a C) =< rn a rn D to rn ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER K.21 0 N T/S* - - 3" 0 U J FORM GRADE 9" CURB OR 4.5" DROP CURB AT DRIVEWAYS 3" HMA OVERLAY SPECIAL KFILL WIDENING Point Station Offset Elevation Description 116 61+55.26 30.15' R 652.29' T/S 117 61+60.64 30.15' R 652.36' T/S 118 61+66.60 30.15' R 652.38' T/S 119 61+66.60 26.41' R 652.44' T/S 120 61+73.73 26.41' R 652.39' T/S 121 61+93.60 26.40' R 652.89' T/S 290 61+55.25 20.65' R 652.40' T/S 291 61+73.76 20.65' R 652.57' T/S 292 61+73.76 0.00' 652.80' T/S 293 61+88.76 0.00' 653.15' T/S 294 61+88.76 20.65' R 652.89' T/S 295 61+93.60 30.65' R 652.82' T/S* 296 61+93.60 20.65' R 653.01' T/S 297 62+08.60 30.65' R 653.17' T/S* 298 62+08.60 20.65' R 653.36' T/S 299 62+23.60 30.65' R 653.56' T/S* 300 62+23.60 20.65 R 653.75' T/S 301 62+38.60 30.65' R 654.07' T/S* 302 62+38.60 20.65' R 654.26' T/S 303 62+53.60 30.65' R 654.58' T/S* 304 62+53.60 20.65' R '6t4:77' ")S 305 62+68.60 30.65' R 6S5-.IO' 306 62+68.60 20.65' R (w zr T/S 307 62+83.60 30.65' R 65 175' + JS* 308 62+83.60 20.65' R A ' �. uj5 309 62+98.60 30.65' R 65 43' T/S 310 62+98.60 20.65' R 656,62' T/S 311 63+13.60 30.65' R 657.11' T/S* 312 63+13.60 20.65' R 657.30' T/S 313 63+28.60 30.65' R 657.93' T/S* 314 63+28.60 20.65' R 658.12' T/S 315 63+43.60 30.65' R 658.81' T/S* 316 63+43.60 20.65' R 659.00' T/S 317 63+58.60 30.65' R 659.70' T/S* 318 1 63+58.60 20.65' R 659.89' T/S NOTE: SEE K.4 FOR INTERSECTION GEOMETRY AND ADDITIONAL ELEVATIONS ROAD DESIGN * CADD * PRODUCED STATE OF IOWA TFHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER K.22 0 BURLINGTON ST N 0 0 X343 a r T/S* —1 3" FORM GRADE 9" CURB OR 4.5" DROP CURB AT DRIVEWAYS 3" HMA OVERLAY 6" SPECIAL BACKFILL 9" PCC WIDENING Point Station Offset Elevation Description 318 63+58.60 20.65' R 659.89' T/S 319 63+73.60 30.65' R 660.61' T/S 320 63+73.60 20.65' R 660.80' T/S 321 63+88.60 30.65' R 661.66' T/S* 322 63+88.60 20.65' R 661.85' T/S 323 64+03.60 30.65' R 662.71' T/S* 324 64+03.60 20.65' R 662.90' T/S 325 64+18.60 30.65' R 663.76' T/S* 326 64+18.60 20.65' R 663.95' T/S 327 64+33.60 30.65' R 664.87' T/S* 328 64+33.60 20.65' R 665.06' T/S 329 64+49.63 30.65' R 1 666.04' T/S* 330 1 64+49.63 20.65' R 1 666.23' 1 T/S N 0 n � 0 . < r- m , • 1 W w�� T �ril.' cw all ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER K.23 U Q O 1 w ry 0 w 0 cn ry w ry O F-- cn J O 1— Q O (n Z O I- C� Z_ J m o 0 --�- - - - - - - AT ' - - _ - -- 4 - - N cD - - - - - - BURLINGTON STREET CENTERLINE BURLINGTON STREET 0 10 1.5" DROP CURB STA. 61 +89.92 TO STA. 62+39.92 2.0' BOXOUT STA: 61 +89.92 MID PT. SEE DETAIL SHEET U.4 MID PT. Offset: 30.62 R STA: 61 +93.46 STA: 62+32.54 T S: 652.72 Offset: 32.12 R PROPOSED 8" Offset: 33.91 R STA: 62+39.92 --- T/S: 653.04 - - - - - - - - - - - - - PCC DRIVEWAY ------------- ---T/S_ 654.34 -------- Offset: 30.65 R T/S: 654.24 _ ------------------------- 4.9� i STA: 61+94.92 STA: 62+31.32 QP� Offset: 35.62 R Offset: 35.55 R T/S: 653.40 T/S: 654.46 MID PT. + 59 Offset: 35.53 R Offset: 35.48 R Q4 STA: 61 +94.48 T/S: 655.05 1.5' PC CURB T/S: 655.73 RLn Offset: 3 AND GUTTER 1 1 T/S: 653.45 I 5' CURB RUNO ST 61 +93.23 A" 6 STA: 62+29.92 Offset: 41.55 R STA: 62+44.51 62+68.23 PROPOSED 6' SIDEWALK 8" THICK THRU DRIVEWAYS STA: 41.62 R Pffs*T S: 653.44 / T/S: 654.50 Offset: 46 53 R-/ Offset: 4655. R 4" ALL OTHER LOCATIONS 1 T S: 655.14 T S: 655.8 STA: 62+52.20 EXISTING ROW (TYP.) PROPOSED 8" HMA Offset: 41.51 R 2" SURFACE, 6" BASE FG: 4" CURB (655.74) - _ ____________ ---------- ----------- STA: 61 Offset: +98.35 47.10 R TEMPORARY CONSTRUCTION EASEMENT i FG: Match Existing (t653.98) 8 PROPOSED PROPOSED 4' SIDEWALK ROW KUM & GO ��' I I a j STA: 61 +79.1 1 * C O = Offset: 64.05 R FG: Match Existing (t654.21) !rn =4 <r- PROPOSED DECORATIVE BRICK PAVERS ;� 1 ` � SEE DETAIL ON SHEET U.2 m w, oil 1.5' PCC I CURB AND' GUTTER 1 5 4 5 LF CURB RUNOUT Point Number Station Offset Elevation �escripti0 '7 W 1 61+73.60 92.88 R 653.23 Start of Cdf 2 61+76.44 91.70R 654.44 Radius midpoint 3 61+73.61 88.87R 653.36 Center of Radius 4 1 61+77.41 90.13 R 654.85 Beginning of 5' curb runout 5 61+77.61 88.87 R 654.95 End of 4' radius 6 61+77.61 63.51 R 655.17 Start of 18' radius 7 61+79.20 56.10R 654.97 Radius midpoint 8 61+95.61 63.51 R 654.99 Center of Radius 9 61+83.71 50.00 R 654.77 End of 18' radius 10 61+88.91 45.42 R 654.59 Beginning of 5' curb runout 11 61+92.66 42.12 R 653.54 End of curb I ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY IPROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER L.1 I O O - --F-- cD BURLINGTON STREET CENTERLINE T i F" npnv rIIRR STA. 62+64.48 TO STA. 63+15.48 PROPOSED BACK OF STANDARD 6" CURB STA: 63+15.48 Offset: 30.65 R MID PT. MID PT. T/S: 657.32 STA: 62+71.84 STA: 63+ 1 1.24 STA: 62+64.48 Offset: 33.88 R Offset: 32.41 R Offset: 3655. R T S: 655.59 ---T/S_ 657.28 __ --------- r----------- T/S: 655.08 -- ---- ------------ 2.0' BOXOUT o SEE DETAIL SHEET U.4 4• ��. + 31 STA: 62+73.03 STA: 63+09.61 Offset: 35.48 R Offset: 35.48 R Offset: 35.41 R-Z// T/S: 655.73 T/S: 655.70 I T/S: 657.44 STA: 62+74.48 STA: 63+09.48 STA: 62+68.23 Offset: 40.65 R Offset: 36.65 R 1.5' PCC CURB Offset: 41.48 R T/S: 655.85 T/S: 657.46 AND GUTTER T S: 65 8 STA: 62+74.48 STA: 63+09.48 STA: 63+27.05 Offset: 41.47 R Offset: 41.41 R Offset: 46.88 R v T/S: 655.86 T/S: 657.53 FG_ Match Existing (t658.44) --------------I ----�--------- __ ----------------- ---- ---- STA: 62+64.51 TEMPORARY CONSTRUCTION EASEMENT Offset: 46.99 R FG: Match Existing (t655.77) PROPOSED 8" HMA (2" SURFACE, 6" BASE) I I I I I I I I 3 So PROPOSED 6' SIDEWALK 8" THICK THRU DRIVEWAYS 4" THICK ALL OTHER LOCATIONS P\) C= ZE .n m O^� r _ W I ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER L.2 ' BURLINGTON STREET CENTERLINE o - �� STA: 63+27.04 _ - I _ - - - Off - t: O 000 ---------------------I BURLINGTON STREET 1.5" DROP CURB STA. 63+19.04 TO STA. 63+63.50 STA: 63+ 19.04 Offset: 30.65 R �T/S: 657.47 PROPOSED BACK OF STANDARD -CURB _ 4.7' Q- STA- 63+26.34 Offset: 35.38 R T/S: 658.27 MID PT. STA: 63+52.90 Offset: 35.04 R � -T/S� 659.36 OUT STA: 63+63.50 Offset: 30.65 R_ T/S: 660.11 2.0 BOX PROPOSED BACK OF STA: 63+24.70 SEE DETAIL PROPOSED 5' SIDEWALK Offset: 33.00 R SHEET TAIU.6" STANDARD CURB T S: 65 -0 STA: 63+56.87 STA: 63+52.62 ffset: 34.32 R Offset: 35.33 R rp� T/S: 659.68 T/S: 659.33 3 PROPOSED 6' SIDEWALK + .0 STA: 63+27.54 8" THICK THRU DRIVEWAYS Offset: 38.65 RJ f S: 8.39 R 4" THICK ALL OTHER LOCATIONS T/S: 658.34 T/S: 658.39 STA: 63+27.05 $ Offset: 46.88 R S -----------FG_ Match Existing (t658.44) ------------- I 5' TEMPORARY CONSTRUCTION EAQSEMENT I I I I 0 / I o I � KUM & GO I - ---' I STA: 63+27.33 O.31 R FG: Match Existing (t657.50) STA: 63+48.47 o Offset: 65.34 R FG: Match Existing (t658.06) STA: 63+56.88 - I ` w ffset: 39.32 R �Row� - tR0 j T/S: 659.75 STA: 63+49.14 Offset: 41.34 R T/S: 659.25 \; STA: 63+48.50 Offset: 45.63 R T/S: 658.87 I I I PENTACREST GARDEN APARTMENTS I �r---5' TEMPORARY CONSTRUCTION EAQSEMENT I I I I I I I PROPOSED 8" PCC DRIVEWAY WITH 6" STANDARD CURBS I ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER L,3 ' INSTALL I" EXPANSION JOINT ALONG FACE OF BUILDING STA: 63+02.16 Offset: 44.42 L PROPOSED 5' SIDEWALK FG: Match Existing (t658.01) 8" THICK THRU DRIVEWAY STA: 63+02.17 4" THICK ALL OTHER Offset: 40.62 L LOCATIONS T/S: 657.21 �� STA: 62+97.48 Offset: 39.57 L T/S: 656.75 - (Row PROPOS�W BACK OF 6" STANDARD CURB Q, LINDQUIST CENTER STA: 63+92.46 Offset: 49.41 L FG: Match Existing (t662.09) STA: 63+35.54 STA: 63+56.46 Offset: 47.87 L STA: 63+52.60 ffset: 49.41 L FG: Match Existing (t658.79) Offset: 44.00 L F_G:_Matc_h_E_xisting (±659_621_ STA: 63+27.58 FG: Match Existing t659.70 g ( ) I STA: 63+56.46 Offset: 47.81 L I Offset: 44.04 L PROPOSED 8" j FG: Match Existing (t658.46) j FG: Match Existing (t659.83) PCC DRIVEWAY I I i L---------------------- STA: 63+27.56 STA: 63+52.61 I STA: 63+92.46 Offset: 44.46 L FG: Match Existing (t658.29)� Offset: 42.50 L FG Match Existin (t66015) Offset: 40.61 L T/S: 662.50 STA: 63+02.12 Offset: 39.58 L (RD srA: 63+00.17 Offset: 34.57 L MID PT. STA: 62+99.26 -Offset: 33.53 L � S• R5R F,R STA: 62+97.42 Offset: 40.68 L T/S: 658.25 Offset: 39.62 L-/ \ I T/S: 658.24 o STA: 63+29.64 a Offset: 34.63 L 0 T/S: 658.28 I MID PT. ---------------- STA: 63+51.7_ STA: 63+56.35 STA: 63+92.50 f Offset: 39.67 L Offset: 39.74 L 69 T/S: 660.00 T S: 662.55 (ROW (ROW=- ROW (Row -- (Row (ROW) 63+35.71 ,Ql�. STA: 63+54.45 �10 PROPOSED BACK OF �.R Offset: 39.64 L Offset: 34.67 L 6" STANDARD CURB \ FG: Match Existing (t658.6 T S: 659. I �-0ffset: 34.57 L STA: 63+30.50 t---T7S-: 656.68 set: 33.65 L STA: 62+92.18 T/S: 658.26 Offset: 30.58 L TOP OF 1.5" CURB: 656.12 PROPOSED 8" STA: 63+37.54 PCC DRIVEWAY Offset: 30.72 L TOP OF 1.5" CURB: 658.44 1.5" DROP CURB STA. 62+92.18 TO STA. 63+37.54 �BURLINGTON STREET CENTERLINE o - BURLINGTON STREET y MID PT. STA: 63+53.52 Offset: 33.60 L STA: 63+51.72 Offset: 34.67 L T S: 659.61 STA: 63+46.42 Offset: 30.69 L TOP OF 1.5" CURB: 659.02 STA: 63+94.36 Offset: 34.74 L T/S: 662.61 MID PT. 63+95.37 Offset: 33.56 L T/S: 662.61 STA: 64+02.42 Offset: 30.61 L TOP OF 1.5" CURB: 662.91 1.5" DROP CURB STA. 63+46.42 TO STA. 64+02.42 z 1.5' BOXOUT SEE DETAIL ON SHEET U.2 ra c= > -1 m - -�-- - - - - - - - - - CD ct IROAD DESIGN ' CADD ' PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER LA ' 0 1`0 I 62 00 I CONNECT INTO SIDE OF EXISTING MANHOLE �lil • • I�il►1�� �!t V) Z O Z o � ; r` O MANHOLE BURLINGTON ST aE S MADI ON ST - o - (D NOTES: 1. ANY STORM SEWER TO BE ABANDONED IN PLACE SHALL BE FILLED WITH FLOWABLE MORTAR 2. ANY STORM SEWER MANHOLES TO BE ABANDONED IN PLACE SHALL HAVE BASE PIERCED PRIOR TO FILLING WITH FLOWABLE MORTAR AND SHALL HAVE BARREL SECTIONS UP TO 10 VERTICAL FEET BELOW FINISH GRADE REMOVED. Z O Q m ••• STMH - EX-2 PROPOSED STA: 61 +84.34, 3.90 R SURFACE FG: 653.05 655 FL OUT: 646.10, W, 15" INT - 2 STA: 61 +82.44 EXISTING__j ASSUM D FL OUT: 646.43, N, 15" SURFACE LOCATII N EXISTING 650 I 645 20.59 LF of 15" RCP 0 1.00% PROPOSED STMH — EX-1 SURFACE + FG: 652.23 FL IN: 649.28 , E, 15" ASSUMED LOCAI11C N J EXISTING GAS IN 5• •• T 655 FG- 65 3 .�— FL OU.50, W, 1 5,_', EXdSTit�G St1FACE 650 P — 2 1667 LF of 15" RCP 0 1,18% ASSUMED LOCATION EXISTING ELECTRICA CONDUIT ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER M.1 NOTES: STA: 57+63.64 Offset: 34.18 L Elevation: 650.11 END TRENCH DRAIN STA: 57+64.07 Offset: 18.18 L Elevation: 650.37 —a BEGIN TRENCH DRAIN 1. ANY STORM SEWER TO BE ABANDONED IN PLACE SHALL BE FILLED WITH FLOWABLE MORTAR zz I 2. ANY STORM SEWER MANHOLES TO BE ABANDONED IN PLACE SHALL HAVE BASE PIERCED Z I PRIOR TO FILLING WITH FLOWABLE MORTAR AND SHALL HAVE BARREL SECTIONS UP TO 10 VERTICAL FEET BELOW FINISH GRADE REMOVED. m ----------------- 3 I O - m �7 < A REMOVE EXISTING INTAKE GRATES (2) i 0 10 'h AND ADJUSTMENT RINGS PROPOSED FACE OF URB --\ PROPOSED BACK OF gURB 3 Q NATIVE MATERIAL TRENCH DRAIN PROPOSED 9" DOUBLE REINFORCED PCC WITH 3" HMA OVERLAY 7.2' 1--EXISTING UTILITY - TUNNEL TRENCH DRAIN PLAN VIEW 10 REMOVE NORTHERLY INTAKE WALL ON TOP OF UTILITY TUNNEL 1.5% 3 6" MIN. y TRENCH DRAIN 1.0x 7'-� 6" SPECIAL BACKFILL INSTALL 20 MIL PVC MEMBRANE LINER OVER EXISTING UTILITY TUNNEL. LAP 6" OVER THE EDGES. THIS IS INCIDENTAL TO THE TRENCH DRAIN BID ITEM AND THE 9" PCC PAVEMENT, REINFORCED BID ITEM EXISTING UTILITY TUNNEL PROPOSED FULL DEPTH 12" HMA I PROPOSED DOUBLE 15" TRENCH WIDTH NEENAH R-4990-EX TYPE C REINFORCED PCC 17" GRATE TRENCH GRATE AND FRAME NEENAH R-4999-EX TYPE C OR APPROVED EQUAL TRENCH GRATE OR APPROVED EQUAL vAR1Es VARIES 1.0X EXISTING STORM 6" PCC CA5'TAN PaE TREK (FLOOR SEWER INTAKE EXISTING RCP AND WALLS) REF- TO 6" SPECIAL BACKFILL MANUFACTURER'SEQIUREMENTS FOR 27" REINFORCING, FORMING, AND INSTALLATION PROCEDURES. TRENCH DRAIN PROFILE VIEW SECTION A —A NO SCALE ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 I SHEET NUMBER M,2 ' Q N O N C6 O rn m T 3 7 I 0 i N N L / O r U a / 0 to U STA: 57+63.64 Offset: 34.18 L /--Elevation: 650.11 t (E ' 1. ` Rowr RCN} -- — •Row ----- ROW)—-- -- (ROWS-7`- (RW)--- — (R ti a) - ` o I r! T REPLACE STORM INTAKE TOP ti (ROWIn Li - '1 ----(15" ST C)--��\., ST-C)---T (II,- ST-C w— (vr> (w) - I Ll ADJUST INTAKE AND EXTEND TRENCH DRAIN 00 GOffset: EXISTING INTAKE RIM ELEVATION = 649.96 57+64.07 18.18 L Elevation: 650.37 BEGIN TRENCH DRNN BURLINGTON ST o 0 0 o } _ - - - - - —I-- - - - o co RAISE LID EXISTING RIM ELEVATION = 649.32 PROPOSED ELEVATION = 649.47 1 ..Ow (RUM LI I ROTATE LID 180' AND LOWER LID EXISTING RIM ELEVATION = 650.84 PROPOSED RIM ELEVATION = 650.58 ------------- --- - ----- -- ------ -- - -J_.❑ T..-: _ �6-3;— — J -- --- - - ----- --- ---- 1 u 0 I C u u, - � C I S"----- DTES: C ANY STORM SEWER TO BE ABANDONED IN PLACE SHALL BE FILLED WITH FLOWABLE MORTAR ANY STORM SEWER MANHOLES TO BE ABANDONED IN PLACE SHALL HAVE BASE PIERCED PRIOR TO FILLING WITH _OWABLE MORTAR AND SHALL HAVE BARREL SECTIONS UP TO 10 VERTICAL FEET BELOW FINISH GRADE REMOVED. REPLACE STORM INTAKE V 4 lb `s v c;? ,/ ✓r ' -S/✓.•Zy!-) ✓ VS �Zl) —-__, ��O O 00 0- - i-- - +-- - - - i--- - - -M — - - - - - - - - - —f-- - - - 0 to co j RAISE LID EXISTING RIM El-ti�TION = 651.55 PROPOSED ELEVATION = 651.77REPLACE STORM INTAKE - —" REPLACE WITH BICYCLE SAFE GRATED LID • EXISTING RIM ELEVATION = 651.50 12"W .�.� 12" W �� 12" W 12" w •�� 12" w 12" w �� 12" W 12" w12" w �� 12 w PROPOSED RIM ELEVATION = 651.43 _ ..r...m. mad.`.:.'. (ROW)---__ (ROW)--- (ROWS �o ° ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER M,3 0 650 64C 63C Ld \ I (ROW / - -- -- - u- REMOVE & REPLACE s: r { SANITARY SEWER , MANHOLE BURLINGTON STREET - REMOVE & SANITARY x 4 ! MANHOLE �. s: to V! SSMH — 2 SSMH — 1 STA: 56+85.09, 20.45 L RIM: 650.1 -RIM:649.59 FL IN: 633.79, NW, 8" FL OUT: 633.79 S 8" FL IN: 644.10, N, 8 FL OUT: 634.41, SE, 8" "amn — J STA: 61 +18.99, 7.50 L RIM: 652.1 FL IN: 639.10E 8" FL OUT: 639.10: S, 8" 650 ry c� C'3 q 640 �qy � k M W Ga 630 9+00 10+00 11+00 19+00 20+00 21+00 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(120)--3H-52 SHEEP NUMBER MA EXISTING LEGEND POLE POLE W/MAST ARM HANDHOLE CONDUIT VIDEO - DETECTION VIDEO - PTZ SIGNAL HEAD PEDESTRIAN HEAD LUMINAIRE EXTENSION PEDESTAL PUSHBUTTON PUSHBUTTON STATION CABINET - CONTROLLER & SERVICE DETECTION ZONES PROPOSED O ■ PR eo T 83 rn Q:3z W v w ' ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER N.1 ' 3 STREET BLADE (TYP) ,� 0 RRx PROPOSED REMOTE P82 PUSH BUTTON (TYP.) D I ,-(ROW -(ROW (ROW (RO I -- l S BURLINGTON ST o o _ - o cD R3-5L I , I I _ r� 0 I. _ -__ - -_ - Y —. ��q�� --� - (ROW) ROW - - _-- .,. env`. — - EXISTING CONTROLLER CABINET R3-5L R10-15R STREET BLADE (TYP), P&2 i PROPOSED CONTROLLER CABINET. R10-15R R10-15R R10-15R PROPOSED SIGNAL POLE (TYP.) (ROW (ROW) (ROW)-- --- 2 2 D- INSTALL NEW HANDHOLE C ,, 12" W � 12" W I� 12' W '+' xz -t----_ rP,41-2,"/ -3:——3----3—_—_�i — J __— 3 _-3____ ( (ROW (ROW) OW J 4 PROPOSED HANDHOLE (TYP.) 0 0 SIGNAL INDICATIONS* _ 6 TURNING *A// Signo/ Indications Sho// be LED N D 0 N O Z N-I TO O ® 2 2 ' © ® P21, P22 R 10-15R ALL P6f, P52 ® PBfP8? OTHERS P81, P82 1-1, 5-1 NOTE: PROTECTED/PERMISSIVE LEFT ONLY TURN SIGNAL HEADS (1-1, 5-1) SHALL BE FOUR SECTION HEADS WITH RJ-5L A FLASHING YELLOW ARROW. SIGNAL PHASING 1 2 1 4 5 � 6� 7 B �--� PEDESTRIAN PHASE ♦— PROTECTED PHASE < — PERMISSIVE PHASE 4— PROTECTED/PERMISSIVE PHASE ROAD DESIGN * CADD * PRODUCED STATE OF IOWA I FHWA REGION 7 I FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER N.3 0 4L �H STREET BLADE (TYP)o 0 --`� PROPOSED REMOTE PUSH BUTTON (TYP.) / .. -� _ (ROW _.. (ROW. .(ROW .( ROW) .. S \ \ \ \ BURLINGTON ST _3__3____3____3--__3-___3____3____3____3____3___ ROW _ (ROW (ROW) F " ■ S R3-5L PROPOSED CONTROLLER CABINET 0 0 R10-15R R3-5L mj I ;F---- ---- fl L tu , P2-2 R10-15R --p,P841 P4-1 PROPOSED SIGNAL POLE (TYP.) STREET SIGN (TYP) R3-5L 0 0 N t0 N 20 t� �o C7 41- E -- E- E_'-_E A (ROW)-- (ROW (ROW) P4.2� I> p\ i PROPOSED HANDHOLE (TYP.) �-1 (N 1 0 Ln O Z ICA SIGNAL INDICATIONS *All Signal Indications Sho# be LED T, TO 0 ® 2 © ® P21, P22 P41, P42 R 10-15R ALL ® P61, P62 OTHERS P61, P62 1-1, 5-1 NOTE: PROTECTED/PERMISSIVE LEFT ONLY TURN SIGNAL HEADS (1-1, 5-1) SHALL BE FOUR SECTION HEADS WITH R3-5L A FLASHING YELLOW ARROW. SIGNAL PHASING 1 2 .i 4 5 � 6� 7 8 44---t�o PEDESTRIAN PHASE �— PROTECTED PHASE o-- PERMISSIVE PHASE PROTECTED/PERMISSIVE PHASE ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 I FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER NA a q 1-7c #14 (SIG) \ 1-5c #14 (SIG) 2-5c #14 (PED) 1-3c #14 (VIDEO) 3-1 c #8 (LIGHT) GR/TR/PT 2- CONDUIT (TRENCHED) P& 1-2c #14 (APS) ;�- \ \ \ \ \ \ \ BURLINGTON ST \ \ O \ O — —I — — t00 \ \ \ \ \ _3____3____3____3____3 -___3____3____3____3____3___ �\ 1 \\� 2-2c #14 (APS) \ 1-5c #14 (SIG) 2-5c (PED) 1-3c #14 (VIDEO) 3-1 c (LIGHT) 1—Cat6 (VIDEO) 12SM FIBER CABLE GR/TR/PT CONDUIT (TRENCHED \ Pzz 1-2c #14 (APS) "CONDUIT �2-5c (BORED)-7c #14 (SIG) #14 (SIG) 4-5c #14 (PED) 2-3c #14 (VIDEO) 3-1c #8 (LIGHT) 4-2c I #14 (APS) GR/TR/PT W 4-7c #14 (SIG) 4-5sm*14 (SIG) ' 8-5c #14 (PED) W 4-3c #14 (VIDEO) 3-1 c #8 (LIGHT) L 8-2c #14 (APS) 1—Cat 6 (VIDEO) ' 12SM FIBER CABLE W 24SM FIBER CABLE 1-2c #14 (APS) 1-5c #14 (SIG) 2-5c #14 (PED) 1-3c #14 (VIDEO) 3-1 c #8 (LIGHT) �3 GR/TR/PT �P041 Pal 1-2c #14 (APS) 1-2c #14 (APS) r.N O Q �m rn �� W D' W J / E__--6-- E____E____E" r��_3__E_3____3____3---_3____3____3____3___-3�___3____3____ / �— 2"" CONDUIT (TRENCHED —�� 1-7c #14 (SIG) ' 1-5c #14.,(SIG) 2" CONDUIT (TRENCHED) 2-5c #14 (PED) 1-2c #14 (APS) 1-3c #14 (VIDEO) 3-1c #8 (LIGHT) GR/TR/PT 1-7,c #14 (SIG) � 1-5c #14 (SIG) p 2-5c #14 (PED) � 1-3c #14 (VIDEO) Z 3-1c #8 (LIGHT) 2-2c #14 (APS) N 24SM FIBER CABLE SEE SHEETS N.7 AND N.8 FOR LIGHTING GR/TR/PT CONDUIT, HANDHOLES AND FIBER BETWEEN SIGNALS J O Q U 1-5c # 14 (SIG) 2-5c #14 (PED) 1-3c # 14 (VIDEO) 3-1c #8 (LIGHT) PBx 2-2c #14 (APS) GR/TR/PT I ROAD DESIGN ' CADD ' PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 I JOHNSON COUNTY I PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER N,5 I 3 ` " y h 1 �... •rrr Q b w ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER N.6 NEW CABLE � ¢ w U U Z LIGHTING POWER CONTROL ROUN TRACER ACCESS POINT COMM COMM REMARKS ¢ LL TO 0 < ¢ rn U o e m 2c #14 5c #14 7c#14 Video 1c#6 1c #10 Cat6 12 SM 24 SM P4 HH4 5 198 130 83 68 11 11 HH4 HH1 77 243 160 160 80 80 80 83 83 HH2 HH1 123 375 64 64 ifi 32 129 129 HH1 X 5 93 504 756 126 252 11 11 16 12 P1 HHi 8 216 182 51 14 14 51 40 P3 HH3 5 198 178 68 11 11 HH3 HH2 66 216 138 207 69 72 72 P2 HH2 5 207 226 94 80 11 11 P821 HH2 2 15 8 8 P682 HH2 23 36 29 29 PB22 HH3 15 28 21 21 PB41 HH3 15 28 21 21 PB42 HH4 14 27 20 20 PB61 HH4 17 30 23 23 • • • CONDUR: BURLINGTON STREET AT MADISON STREET ¢ TO °C w c~1 v z � TRENCH HDPE BORED HDPE REMARKS z w � w LOCATION: BURLINGTONSTREETATMADISONSTREET REMARKS �w �m m � N Z � a � Z J O LL Ow xm U � a Z = APPROACH STATION OFFSET ELEVATION 1 60+93.50 61.48' R 652.19 2 60+93.72 58.58' L 652.13 3 61+64.56 38.95' L 652.51 4 61+76.10 49.11' R 653.73 1 61+00.22 63.89' R 652.11 TYPE I -TRAFFIC SIGNAL LOGO 2 60+98.22 58.53' L 651.91 TYPE I -TRAFFIC SIGNAL LOGO 3 61+61.42 42.70' L 652.49 TYPE I -TRAFFIC SIGNAL LOGO 4 61+76.03 53.47' R 653.66 TYPE I - TRAFFIC SIGNAL LOGO X 60+91.02 65.33' R MATCH EX SW CENTER OF CONTROLLER PB21 60+98.49 56.79' L 651.87 PB82 60+87.37 43.97' L 652.25 PB22 61+56.10 56.51' L 652.25 P841 61+74.30 34.88' L 652.50 P842 61+74.54 40.14' R 652.88 P661 61+60.01 57.36' R 652.76 PBBti60+91.73 46.02' R 652.00 ¢ w LOCATION: BURLINGTON STREET AT MADISON STREET FOOTING � z -�E MASTARM DIAMETER DEPTH PER TOP OF SCHEDULE BURLINGTON STREET AND MADISON STREET TRAFFIC SIGNAL TIMINGS PHASE 1 2 3 4 5 6 7 8 DESCRIPTION WB Left EB Thru NB Left SB Thru EB Left WB Thru SB Left NB Thru COMMENT M�1 GREEN 3.0 12.0 6.0 3.0 12.0 6.0 PASSAGE 2.5 3.0 3.5 2.5 3.0 3.5 MAXIMUM 1 15.0 30.0 26.0 15.0 30.0 26.0 MAXIMUM 2 30.0 50.0 30.0 30.0 50.0 30.0 YELLOW CHANGE 3.6 3.6 3.0 3.6 3.6 3.0 RED CLEARANCE 2.1 2.0 WALK 7.0 5.0 PED CLEAR 14.0 19.0 14.0 19.0 POLE &MAST ARM SIGNS zw �,y m � � LEGEND QUANTITY COMMENT z R3-SL LEFT TURN ONLY 4 R10-3e PUSH BUTTON 8 R10-15R TURNING VEHICLES YIELD TO PEDS 4 BURLINGTON ST 2 8" LETTERS -MATCH EXISTING SIGNS MADISON ST 2 6' LETTERS - MATCH EXISTING SIGNS Note: N LHH1 (ROW (ROW) --(ROW (ROW) JROW (ROW �_.. (ROW) --(ROW) (ROW ROW .. I - - I INSTALL NEW HANDHOLE 0 20 ON EXISTING ELECTRIC LINE7 11, 6-2 PULL WIRE FROM EAST INTO HANDHOLE, BURLINGTON ST REROUTE IN NEW CONDUIT 6-1 79 LF " PVC 00 o I o GR/TR PST � I Lo U) 93 F "PVC F PV " 14 F P �� Z # 2 #8 # O GR/TR/PT GR/TR/PT GR/TR/PT GR/TR/PST �` N I QI o; LHH2 --3----3----3----3-- 3----3--_-3----3---3----3----3--_-3-__-3----3----3----3-_- 3----3----3----3----3----3----3----3----3----3----3-__ PED 1 PED 2 PED 3 PED 44j �3' - o (ROW (ROW (ROW (ROW (ROW (ROW (ROW) (ROW (ROW) (ROW W 99-8 IF e2 #8 ` GR/TR/PT TIE INTO NEAREST EXISTING LIGHT ON MADISON T n (Row i-4:, P4-1 BURLINGTON ST ry C► t7 C. C-'C. r =< rn REPULL WIRING TO EXISTING LIGHTING y ca 0 0 0 + + 0 I N � 2 #L " PVC " 185 LF 2" P Z 2-1 2 #8 GR/TR/PT 2 #8 LF " GR/TR/PT GR%TR/PT O _;E- GR/TR/PT GR/TR/PT N Q 2-2 1 z" W 0 � 12" .�� 1 z" W� 12" W 12" W �� i •' w �� 1 z" w 1 z•' w �� 1 z^ w 1 z•' w �� 12" w �� 12'• W LHH3 LHH4 LHH5 LHH6 - - E _ _W---E----E----E- --E- C�---E-..-E----E�---E--.�_C-_ -[ E.. C-_ C E_ RUN LIGHTING THRU__ _ _ E----E----E--- E PROPOSED SIGNAL CONDUIT E _ _ C_- _-- _3__-_3-___3____3____3_--_3___-3--_-3----3____3____3__-_3____3-___3___-3-_-_3-_-_3-_-_3_-__-_-_g_--_3___-3_-__3-_-_3 TO SIGNAL CONTROLLER-3--- 3 - 3 N .._ -- (ROW) (ROW (ROW)(ROW) (ROW (ROW D _ (ROW) (ROW P42 � � i 4 2 4-1 2-3 x� REPULL 24SM FIBER CABLE 0 20 -� P61 0 0 ROAD DESIGN • CADD ' PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER E- z O CD z m 2 a. N 0 o_ N 0 rn 1 0, I 3 Z O N 41 N L V O r Q U Q H 0 M g U 0 20 L� I I I o o + 5, (ROW) ---{ROW' (ROW ( (ROW (R Q U BURLINGTON ST 0 0 o o 0 I � w GR/TR/PT _ --� dr — N cc D> m 12" W 12' W �� 1 W N 1 12" W 12' W 12 _W - -- - .- ___ -_ .--1 - -- AB) (s (c-.ai �c-Aa) —( As j- � -Aa; ._ -Av;— __ -AS) �o-A6)-__--- q =¢gam-- g}:. : -_ _- -'+==FE=eV-F�=.[`- (,-''�'-----(-- �`-_-- _r- ty-� _ r't�-(`h-=$--(F•=tN-'k-i�s5"=3SC=�`c "e-z�� c-�+-a)€$.��.- t.- r (=-1- E e_ lip �t rri a rEa3= -j�tT .-- _ rE -_ !- - E_ '. _- E- -----E - E!'�.��8�!^+^^E +1.^+tii 3' -_._--_-___ _ _ _ (- '.",t' - �-- - (r-a)- - r 9)- - (-3---_._.ROW'--_._' (R9 ) OW (Row (Row (Rover 1— (mow, l . a( _ - B `R -emsrt� a_ RUN EX ST Ny 2" CONDUIT HAND HOLE -a)- - - -cr-e> t - INTO ``�_ CONNECT NEW LIGHTING WIRE TO REPULL 24SM FIBER CABLE EXISTING LIGHTING IN HAND HOLE cp RELOCATE LIGHT FIXTURES FIXTURES PROPOSED LOCATION STATION I OFFSET ELEVATION PED 1 57+88.34 40.50 R 650.39 PED 2 58+81.34 40.50 R 650.86 PED 3 59+74.34 40.50 R 651.26 PED 4 1 60+59.34 40.50 R 651.77 Lu REMARKS O w Z x STATION OFFSET ELEVATION LHH1 60+47.91 37.02' L 651.92 TYPE II - ELECTRICAL SIGNAL LOGO LHH2 60+72.94 37.57' R 651.82 TYPE II- ELECTRICAL SIGNAL LOGO LHH3 62+75.95 31.63' R 655.80 TYPE II- ELECTRICAL SIGNAL LOGO -TRAFFIC RATED LHH4 63+14.92 31.66' R 657.39 1 TYPE II - ELECTRICAL SIGNAL LOGO LHH5 63+46.26 31.88' R 659.07 TYPE I- ELECTRICAL SIGNAL LOGO -TRAFFIC RATED LHHB 64+03.19 31.66' R 663.13 TYPE II - ELECTRICAL SIGNAL LOGO CONDUIT: STREET LIGHTING AND FIBER 0 TO i w V V Z H TRENCH HDPE BORED HDPE IR - - fV - PED1 PED2 93 93 PED2 PED3 93 93 PED3 PED4 85 85 PED4 LHH2 14 14 LHH1 LHH2 79 79 LHH2 EX LIGHT 100 100 HH4 LHH3 109 109 LHH3 LHH4 39 39 LHH4 LHH5 32 32 LHH5 LHH6 57 57 L1H6 EX HH 185 185 HH4 EX 422 422 TOTAL 1129 0 179 0 ROAD DESIGN * CADD *IROAD DESIGN * CADp * PRODUCED OF IOWAIFHWA REGION 71FISCAL YEAR 2019 I JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —5(1 20)--3H-52ISHEET NUMBER N,8�OF IOWAIFHWA REGION 71FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)--3H-52ISHEET NUMBER N,88 N ■ 2 M a 0 N 0 0 rn i N 3 Z �r 0 i v V) 0 i CD U a i M a o: C Z Zc r *WHEN WALKING SURFACE IS IN A CUT THROUGH ISLAND WITH A RAISED CURB, MOUNT PUSHBUTTON AT 3'8" ABOVE WALKING SURFACE (OR 3' ABOVE TOP OF CURB. WHERE BRICK PAVERS ARE PRESENT, INSTALL BRICK PAVERS FLUSH WITH PCC FOOTING SIDE OF POLE MOUNTINGS ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 N 2'-0" MIN _ 4'-0" MAX CONDUIT - ANCHOR BOLTS #5 TIES 3" CLEARAP'^c (TYP) 1 " DIA. GROUND WIRE DUCT �— EXPANSION MATERIAL FINISHED PAVEMENT GRADE GROUND ROD CLAMP -GROUND ROD "V" BARS 3" CLEARANCE 6 SPACES AT 4" O.C. UPPER TIE BAR SPACING 1 LOWER TIE BAR SPACING L 3" CLEARANCE COCA .s+ C) #5 TIES r- rill "V" BARS O SHAPE TOP 11 INCHEFr-1�H WRMS. C? — OINSTALL RODENT GUARlr_-15R NV -SHRINK GROUT WITH WEEP HOIZ. W -_j Foundation "V" Bars Tie Bars Max. Mast Arm Length © © CountSize Length our Upper Spacing Lower Spacing If Spaces ©1 # Spaces 35'-0" 3'-0" 12'-0" 12 8 11'-6" 17 9 12" N/A N/A 45'-0" 3'-0" 14'-0" 12 8 13'-6" 19 11 12" N/A N/A 55'-0" 3'-0" 16'-0" 12 8 15'-6" 25 12 8" 5 12" 60'-0" 3'-0" 18'-0" 13 8 17'-6" 28 15 8" 5 12" 70'-0" 3'-6" 18'-0" 12 10 17'-6" 28 15 8" 5 12" 80'-0" 3'-6" 21'-0" 14 10 0'-6 40 22 6" 10 8" 90'-0" 4'-0" 22'-0" 16 10 1'-6' 42 24 6" 10 8" 100'-0" 4'-0" 24'-0" 18 10 3'-6 47 32 6" 7 8" TRAFFIC SIGNAL POLE FOUNDATION JOHNSON COUNPROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER TY N.9 I PART NO. 11 PB , PEDESTAL BASE COVER 25ABPK (F) i"X74" ANCHOR BOLTS, WASHERS AND NUTS INCLUDED WITH ASBLY CP6A. EPDXY AND ANY LEVELING SHIMS BY INSTALLER SIDEWALK LANDING % AREA --r— x " EXPANSION JOINT { "' "ALE AND 15 GL GROUND TERMINAL 6" FLANGE BOLT CIRCLE SBLY. NO. 4840 4" CH. 40 AL. PIPE PART NO. 11PB PEDESTAL BASE CASTING ,RT NO. 11 PBC BLANK COVER ,STING COVER MAY BE CUSTOMIZED WITH LOGO OR DESIGN ASBLY. NO. CP6A PEDESTAL -BASE, COVER, HARDWARE, AND ANCHORS _ (2) J" SET SCREW S- STANDARD _CABLE TETHER ANCHOR ATTACHMENT (OPTIONAL) LEVEL BASE AND ANCHOR FLANGE ---'—FLAT TO SHIMS AND/OR GRADE CABLE TETHER 6' BOLT CIRCLE DRILL (4) HOLES TO EMBED ANCHORS EPDXY TO SET ANCHORS SUPPLIED BY INSTALLER TOP CAP ASBLY. N0. TCSS EN2-3TB1-G-BD-EB POLARA PUSHBUTTON w 0 PART NO. INJ40 }" INSERT NUT �0 o ~ TO MOUNT CONTROL SWITCH Z O 0 ASBLY. NO. 4840 4"X48" SCH. 40 ALUM. PIPE 2) }" INSERT NUTS INCLUDED ASBLY. NO. CP6A (INCLUDES ANCHORS) (2) SET SCREWS - STANDARD, OR STAINLESS STEEL BOLT INCLUDED W/ TETHER OPTION DOOR CASTING, BOLT AND WASHER DOOR OPENING: 3.75"X5.75" PART NO. 25GL GROUND LUG J" NOM. CASTING THICKNESS .,— FLANGE- 6" BOLT CIRCLE 04 4" MIN r TRENCH `— CONDUIT CONDUIT IN TRENCH COMPACT BACKFILL MATERIAL ENSURE BACKFILL MATERIAL IS FREE OF CINDERS, CONCRETE, OR OTHER RUBBLE z =0 TRAF V ESPECIAL Jf� HANE ;A1VD A CEPTABLE RS -0 rn 3 W w 0.75" z 0.5" , HGLE FOR INSULATION SLEEVE FIELD PLACE SITCH 0 TEMPLATE SO PUSHBUTTON IS 1 42' ABOVE GRADE. 04 a OR AS OTHERWISE SPECInED. 1 " TO 3" NOTE: SCHEDULE 40 PIPE ;i°:.i} ;:<p;•. REQUIRES 1* INSERT NUTS SET 0.5"HOLE FOR INTO PIPE SCHEDULE 80 PIPE "n'::e} ::'i}_;•, ;:er:: 'e •:s 0.75" NSULATION SLEEVE MAY BE DRILLED AND TAPED FOR i}':�ti• ';tic;t; }' 20 BOLT. !; •' ! q: EXTEND 8" GRANULAR e BASE 6" BEYOND n _ WALLS OF HANDHOLE PEDESTRIAN POLE AND PEDESTRIAN POST DETAILS PRECAST CONCRETE HANDHOLE (TYPE 1) ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER N10 COPERWELD GROUND ROD CAMERA TILT AND PAN MAIN STREETSIDE MOUNTING BRACKET 1 (2) 2" PVC FOR STREET LIGHTING CUIRCUITS 1-1/2" GUSSETED CONDUIT FOR POWER SERVICE ALUMINUM TUBE OUTSIDE DIMENSIONS VERIFY WITH ELECTRIC UTILITY CO. (NO THREADS) �n CONTROLLER CABINET CAMERA TILT AND PAN OUTSIDE DIMENSIONS OF POWER SERVICE j�-12 i� MOUNTING BRACKET I MIN N LUMINAIRE ARM 1 i 1 1 i 1 1 i i i 1-1/2" GUSSETED -144 NOTES: 12" TO 1--��-- +1- - -� _ 1 i 1 1 1 i ALUMINUM TUBE d 0 Id x QJ _____ _c d Id ld 1. PLUG UNUSED ENDS WITH (NO THREADS) CABLE MOUNT BRACKET I REMOVABLE CAP, PLUG OR OTHER I I N 1 i > APPROVED DEVICE. 24" MIN SEE NOTE 3 I 11 +1 ''III-----� _ MAST o 4" ---- 44" 12Tf 2 + 4" 2. MINIMUM CLEARANCE BETWEEN Q ARM N -- - CONDUITS WILL BE 2-INCHES. DETAIL "B" 11 3. MINIMUM CLEARANCE FROM SIDES LUMINAIRE ARM MOUNTING DETAIL � I I BATTERY BACKUP WILL BE 10-INCHES. Q N II to -.SYSTEM (BBS) �� I I +{ :• WHEN SPECIFIED 4. UNUSED STUBS WILL EXTEND OUT BEYOND THE BASE NOT LESS THAN CABLE MOUNT BRACKET EXPANSION JOINT i i 18-INCHES. SEE DETAIL "B" UTILIZE I I 5. ALL STUBS EXTENDING UP TO THE LUMINARIE ARM MOUNTING PUBLIC SIDEWALK 11 SURFACE OF THE BASE SHALL NOT ' I I .' BE LESS THAN 1.5-INCHES AND FOR SERVICE PAD '.• I 1 + " NOT BE MORE THAN 3-INCHES r, ABOVE THE SURFACE OF THE BASE. DETAIL "A" c� MAST ARM MOUNTING DETAIL, PLAN 6. CONDUITS AND PLUGS SHALL BE IN -7 CD PLACE WITH AN APPROVED TIE BAR ,,,,� ACEMENT OF ANCHOR BOLTS BEFORE THE BASE IS POURED. ;CORDING TO MANUFACTURER Jr RECOMMENDATIONS (TYP) 7. ALL STUBS EXTENDING ABOVE AND .�{ rn 7�\BELOW THE BASE SHALL HAVE THE SEE DETAIL "A" :G CONDUITS PLUGGED BEFORE MAST ARM MOUNTING 84' POURING THE BASE, EXCEPT WHERE THE CONDUIT STUB IS TO BE USED. »w. THOSE STUBS USED SHALL BE W CONTROLLER POWER CONNECTED TO THE CONDUIT CABINET 2' SERVICE NETWORK AND PLUGGED ON THE 1.5" MIN ENDS EXTENDING UP TO THE Q Q Q " MAX SURFACE OF THE BASE BEFORE Q Q THE BASE IS POURED. Q Q 0 11 II 11 II i i I I111111 � i t 1 1 I I 1 1 I I 11 1 11 11 1 8• EXPOSED CONCRETE SURFACES Z II II II 11 I 1 I II11111 I I 11 I I I I i i I I II II SHALL BE CURED USING II II II II I I I I111111 WHITE -PIGMENTED CURING OD II II II 11 I I I I111111 J J I I it 11 ((`-- 1 11 11 1 COMPOUND OR PLASTIC FILM �(J(JtJ o MEETING THE REQUIREMENTS OF NOTESSECTIONS 4105 AND 4106 OF IOWA THE VIDEO DETECTOR MOUNTING DETAIL IS FOR REFERENCE ONLY AND SHOWS D.O.T. STANDARD SPECIFICATIONS DESIRABLE MOUNTING HEIGHTS AND MOUNTING HARDWARE. THE CONTRACTOR SHALL 18" MIN-'—'. '""` FOR HIGHWAY AND BRIDGE COORDINATE WITH THE VIDEO DETECTION SYSTEM VENDOR TO DETERMINE THE CONSTRUCTION, LATEST EDITION. APPROPRIATE MOUNTING HARDWARE AND MOUNTING HEIGHTS TO PROVIDE A FULLY FUNCTIONAL VIDEO DETECTION SYSTEM WITH CAMERAS AT THE LOCATIONS SHOWN IN 9. CONDUIT SHALL BE CONNECTED BY THE PLANS. ADDITIONAL HARDWARE NECESSARY TO COMPLETE THE INSTALLATION BUT A GLUED COUPLING SUCH AS THAT NOT SHOWN SHOULD ALSO BE PROVIDED AS PART OF THIS ITEM. ao SUPPLIED WITH CONDUIT. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MOUNTING HARDWARE USED 10. PROVIDE (2) 2-INCH PVC CONDUIT TO INSTALL THE VIDEO DETECTION SYSTEM FOR APPROVAL BY THE ENGINEER. 3" PVC BETWEEN POWER STUBS FOR FUTURE USE. 3. THE CONTRACTOR WILL BE REQUIRED TO COORDINATE THE INSTALLATION OF VIDEO " STONE SERVICE & CONTROLLER 11 SERVICE PEDESTAL SHALL BE DETECTION CAMERAS FOR THE VIDEO DETECTION SYSTEM WITH THE OVERHEAD UTILITY CABINET ORIENTED SO METER WINDOW FACES COMPANIES TO ENSURE THAT IT DOES NOT AFFECT THE OPERATION OF THE VIDEO PROVIDE SMOOTH THE SAME DIRECTION AS THE BACK DETECTION SYSTEM DUE TO UTILITY LINES LOCATED IN THE VIEW OF THE VIDEO COMPACTED SUBGRADE COPPERWELD OF THE SIGNAL CABINET. SERVICE DETECTION CAMERAS. THE CONTRACTOR SHOULD ALSO MAKE SURE THAT ANY GROUND ROD PEDESTAL SHALL BE INSTALLED TO REQUIRED CLEARANCES FROM OVERHEAD UTILITIES ARE PROVIDED. SECTION (10' MIN) THE RIGHT OF THE SIGNAL CABINET WHILE FACING THE DOOR OF THE 4. PREFERRED LOCATION OF VIDEO DETECTOR IS THE MAST ARM MOUNTING LOCATED OVER SIGNAL CABINET. THE CENTER OF THE APPROACH. CONTROLLER CABINET AND POWER SERVICE BASE VIDEO DETECTOR MOUNTING DETAIL ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER N.11 18" DIA FORM TOP 6" OF FOOTING AS 18"X18" SQUARE SET EVEN WITH BRICK PAVER BAND — — �Normal Trench Lottior� — Du Alternate Locatio_ _ � l* oundatbna1�Shoulder Line To Roadway Croeel'rcg�--+ TYPICAL LAYOUTS m CONNECTIONS TO FOUNDATIONS To Ballast No. 10 AWO 1/C Cable Light Pole Shaft—, Ground Lug t Ground Jumpers Type Y I Ground Lug Conned I I� Transformer Base " Access .I, Ground Wlre Duct WIRING DIAGRAM Ground Rod 5" OR 10.; PLAN MATCH EXIS OLT CIRCLE 3" BOLT � }�-�—_� PROJECTION I II III IT �/4" DIA. X 30" NCHOR BOLTS 1 /2" R.S.C. BOLT CIRCLE) 18" DIA. X 40" BASE (MIX 3Y43) " DIA. X 10' UND ROD kuuPPER COATED) ELEV. LIGHT BASE DESIGN PEDESTRIAN FIXTURES ROAD DESIGN * CADD * PRODUCED TRAFFIC PLAN VIEW Alternate designs may be submitted to the Engineer for approval. Lighting clrcuKs consist of single corWuctor phase lines with here ground wires installed in ontlnuous underground ducts. Locate standard trenches for Nghting distribution cirwits 3 feel outside fie line of Me light pole foundations, except for roadway croasing, access lo connecion points, or other cases dat [led on the pmject plans or approved by the Engineer. The Engineer may allow variation from minimum depths for roadway =Wingpss access to connection points, soli conditions, or otha, special mass. Where rods is encountered, a minimum trench depth of 2 feet is required. Duds installed under pevemenl slabs, drives, and other aimiier locations dotal ad in the Dlojed Plena are designated as'crosainge' and distinguished from other undearrgground cirait duc a Refer to LI-141 for additional datelIs. Additional ft cwland use neectm for all ,rc I brranedtag tapa�, N less specified te Required) or detailed othenvlee. When the meMod of IMlne splicing Is not specified on the project Diana, the Engineer may approve the use of connector assembtiea a field %lded around Rod � �' Provide 600 volt fuses as specified, 5 amperes for each Type Y-1 connector. Seal all unused connector openings against entry of moisture as directed by the Engineer. (D Les a separate access dud for each connection to pole foundation. m Refer to NEC requirements for trench depth. 1 re 04�1-13 STANDARD ROAD PLAN LI-142 ravewrs. cn.ro.e,r..,vr�s+o+"uu+m". o.".irn.. ��WIQI ELECTRICAL INSTALLATION (BASES) STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 Stainless Steel Bolt Pull Slot One Piece Lid (Type II or III) Skid Resistant Surface Stainless Steel Bolt a �o�o % O :. Pull Slot Two Piece Skid Resistant Lid (Type IV) Surface Cable H^^'-- (4) Req Extend 8" granular base 6" beyond walls of handhole. PRECAST CONCRETE COMPOSITE HANDHOLE HANDHOLE DIMENSIONS (NOMINAL) TABLE TYPE © OW OD II 30" 17" 24" III 3611 24" 30" IV 48#1 30" 36" < - -v J 1STANDARDROADPLAN REVISION New 10-21-14 LIE103 RGURE 8010.103 SHEET 1 of 1 REVISIONS: New. SUDAS DIRECTOR DESIGN METHODS ENGINEER CONDUIT AND PRECAST HANDHOLES JOHNSON COUNTY I PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER N.12 1 0 _ =----- r --- d L-- - - - --- C CL ----- L I ---�------- ��y r �m W-C) -—_--r-_i8., W C) TI' BURLINGTON ST I �w�.3U_6tbank z oo ® INSTALL PLUG AND o 0 CD 0 0 o THRUST BLOCK AT c cV � TEE END � INSTALL 12"XS' TEE co m Y STA: 61 +94.16 { Offset: 25.73 R ' - - — INSTALL 20 LF 8" WATER MAIN ��- 12" W 12" W 12" W 12W 12W 12 " " W --- -��— " 12" w 12" W 12" w �� 12" w W/CASING PIPE — - -- INSTALL 8"X45' BEND STA: 61 +94.18 � ' � �t �r ,� �.(--a>r- :.. � �+J �-- - ----� p Offset: 39.68 R - - I 'INSTALL - 45' BEN - - - - - - - - - - - - - - - - - - - - - ► -1= p k) 'INSTALL 8"X45' BEND i - � ' � N INSTALL 12" TAPPING SLEEVE & � I ' — - Q STA: 61 +75.69 1 I 2" TAPPING VALVE ASSEMBLY -i-g Offset: 58.,18 R 1 ° I ' L 1% -- i STA: 65+30.78 --- -- - INSTALL 8'X6" REDUCER o Offset: 25.65 R INSTALL 6" SLEEVE � 1 STA: 61 +75.69 k � Owl. STA: 61 +68.06� I Offset: 73.76 R Offset: 78.88 R I INSTALL 6" VALVE STA: 61 +75.69 INSTALL 6"X6" TEE Offset: 76.19 R STA: 61+70.77 I INSTALL 6"X90' BEND d' I � ; Ar i Offset: 78.91 R STA: 61 +75.69 — ,1 Offset: 78.97 R - - ° INSTALL 6" SLEEVE «-� — —� - — — — _ STA: 61 +70.74 v 0 ; '1 40 c 0 Offset: 81.33 R EXISTING -=H "> Ci"" GAS (DEPTH UNKNOWN) EXISTING 1r-- TEI -MAIN 670 670 PROPOSED SURFACE AT _ 12" TAPPING SLEEV & 12" TAPPING VALVE WATER MAIN LOCATION EXISTING SURFACE AT EXISTING ELECTRIC 18" MINIMUM WATER MAIN LOCATION (DEPTH UNKNOWN) 660 660 EXISTING GAS EXISTING TELECOM EXISTING 30" STORM PIPE (DEPTH UNKNOWN) (DEPTH UNKNOWN) ESTIMATED FL: 660.22t CONTRACTOR TO FIELD VERIFY BEND __ EXISTING TELECOM P6"X90' 650 12"X8" TEE (DEPTH UNKNOWN) � 650 6" SLEEVE EXISTING GAS (DEPTH UNKNOWN) 6"X6" TEE 8"X45' BEND EXISTING ELECTRIC 6" VALVE (DEPTH UNKNOWN) 640 8"X45' BEND 640 8"X6" REDUCER EXISTING SURFACE AT PROPOSED SURFACE AT WATER MAIN LOCATION WATER MAIN LOCATION N a O Y06 e ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)-- 3H— 2 SHEET NUMBER 0.1 U Q O 1 w 0 wl 0 v) w O 1--- 1--- 0 Q U vn Z O F- O Z J m Z) m SLW2 AINT OVER EXISTING TURN LANE SYMBOLS + � ELW6 tt'r +24 :� DLW6 �� ______------------------ + +44 S' 7.2' ,� ---------- SLW4 ,s wwE====T== - _______=_ _ L4NE WFMt t DLW4 SLW4 SLW4 + _ +44 - - -�--- - - - —+-- - - 9.4PC: 54+23.98o +2-1 o BURLNGTON $T + co _ .2.] -= - CIRC: co 'n---2o'--i u� �- `�� m ELW6m m < o CHY8 r0 �I tl BURLINGTON STREET CHY8 tt' �!co IN WIDE BIKE +31 m co BLW4 LIK m WFf + _ g„ S" s' +99 SLW4 +74� � SLW4 T: N O D NOTES: < 1. OUTSIDE LANE DIMENSIONS ARE TO FACE OF CURB � 2. SEE STANDARD ROAD PLAN PM-110 FOR LINE TYPES. 0 40 3. SEE STANDARD ROAD PLAN PM-111 FOR SYMBOLS AND LEGENDS. w - SLW4 O CY • ,. BLW4 SLW2 SLW� i IIIIIiI� II SLW2 SLW4 �' 12' CBW6 SLW2 � +21 +31-—�E-e-- �; as' +4 +84 � +44 2� ui ELW6 _ +, DCW4 BURLINGTON ST !C� ti AT 12' CBW6 m m o rn o -+33 ,n �� t�. DCY4 nl �_ +80 = Q _ + o +'� T. 57+37.57 + BLW4 + -- o _ -+ 0 m LLI -- _ -- _ _ o__ - -— - ,� �--- - — co u7 +31 I — — + eo — — 32 — 88 F-F o —61' co �' 0 +80 N N +80 0II +31+76 CHY8 BLW4 SLW4 tt' ELW6 SLW4 +J +L.-- __- --�- + CBW6 ��_ +76 +76 +81 NI DLW4 o ELW6 tt' +7 --— ---- �___I --- +- - + - $►' �� a +75 a� +53 N _i ! ,, _..fit +86 SLW4 SLW217-1 1Ii I i i I II I1 i I i SLW2 4 200' 4 12' (m.) CBW6 SLW4 h SLW2 0 40 - SLW4 DCY4 I BLW4 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER P.1 N NOTES: f 1. OUTSIDE LANE DIMENSIONS ARE TO FACE OF CURB p 2. SEE STANDARD ROAD PLAN PM-110 FOR LINE TYPES. �► 3. SEE STANDARD ROAD PLAN PM-111 FOR SYMBOLS AND LEGENDS. 2176585.258000 Y = 610093.488000 IIIIIIIiIII SLW2 _ +80 w +8 0 vi _+ — — —F-- - +80 BURLINGTON ST SLW4 ml Z N O r I � j 0 40 EP: 67+00.00� 0 0 0 c0 � N 3 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER P,2 OVER EXISTING TURN LANE SYMBOLS Z wd- 00 ' '­44 0 0 P: 50+00.00 r o 0 I - -I--- - - oco N — BURLINGTON ST BEGIN RIGHT TURN LANE —YIELD TO BIKE II (R4-4) I �I PC: 54+23.98 --+- - + 'RC: 55+ 17.48 U) m m W m O +99 +, x NSTALL BIKE LANE SIGN NOTES: 1. OUTSIDE LANE DIMENSIONS ARE TO FACE OF CURB (R3-17 ) 2. SEE STANDARD ROAD PLAN PM-110 FOR LINE TYPES. 0 40 3. SEE STANDARD ROAD PLAN PM-111 FOR SYMBOLS AND LEGENW. 40 -1 \ i INSTALL SIGN —17)1 " ', REMOVE AND REINSTALL RAILROAD CROSSING WARNING SIGN (W10-1) INSTALL BIKE ' LEAVE EXISTING US INTERSTATE INSTALL BIKE LANE SIG NE SIGN ROUTE 6 JUNCTION SIGN AND MIL (R3-17) r(R3_ 17) \ MARKER "86" SIGN Mll_ +21 ,' +31 �65' +43 +64 +44 ----- - - - - --- _ m fOI �_ +80 cn O o-- o ,+33 t t _ w _ ,— + o +co t _��_ T_57+37.57 + �� +-+ 0 m N+31- -I �� - - of - 1-'�+-- - - - + m - +--- - —�-- - -- - rn +80 a �_ -- + aI +110 `n C14L BURLINGTON ST tt� +76 -- - +81 NI 11' r � . +75 � ss' +53 N x - - �+88' NSTALL BIKE LANE SIGN INSTALL BIKE LANE- (R3-17) ENDS SIG N (R3-17B) \ REMOVE AND REINSTALL STOP & DO q ` OT ENTER SIGN (R1-1 & R5-1) EXISTING UNIVERSITY `l 0 40 INSTALL NO LEFT TURN SIGN (R3-2) OF IOWA SIGN Z INSTALL BIKE LANE SIGN (R3-17) ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER P.3 ci a w w 0 w w N NOTES: 1. OUTSIDE LANE DIMENSIONS ARE TO FACE OF CURB g NSTALL BIKE LANE SIGN 2. SEE STANDARD ROAD PLAN PM-110 FOR LINE TYPES. (R3-17) 3. SEE STANDARD ROAD PLAN PM-111 FOR SYMBOLS AND LEGENDS. y V� 2176585.258000 Y = 610093.488000 INSTALL BIKE LANE - I -- AHEAD SIGN EXISTING PARKING METER' (R3-17A) EXISTING PARKING �- REGULATION SIGN Z N 0 v O r 0 40 6—=�� EP: 67+00.0 0 0 0 co � cp n -s-- o =<rn -a E5� w ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER PA i i m 2" x 2" SECURE POST, OUTER SLEEVE AND ANCHOR USING %6" - 18 GRADE CORNER HEAD BOLT AND A %6" FLANGE NUT r� zz _ w z= �W W� J W �wm� 1 GROUND o Z w W =O- w O O J —1/2" x 2-1/2" � W= N wCzi O (/) � ( J W Z NN z Z6 N FnU) z i ,coZ � �- 2-1/4" X 2-1/4" �rcZZ� rn3 Q 2" x 2" Q iD r� 0 En W i0 0- w. M o z Q INSERT CAP INSIDE POST O Z 00 Z 6 O — O 1 � NOTE: SOIL STABALIZING ANCHOR FOR USE ON POSTS CONTAINING STREET BLADES AND STOP SIGN SINGLE POST FOUNDATION DETAIL 2" x 2" SECURE POST, OUTER SLEEVE AND ANCHOR USING %6" - 18 GRADE CORNER HEAD BOLT AND A %6" FLANGE NUT 2-1/2" x 2-1/2" —2-1/4" X 2-1/4" - 2" x 2" INSERT CAP INSIDE POST SINGLE POST FOUNDATION DETAIL SQUARE TUBE POST INSTALLATION - I SQUARE TUBE POST INSTALLATION - SOIL STABILIZING ANCHOR (N.T.S) PERFORATED SQUARE STEEL TUBE POST_ e SOIL ANCHOR INSERT SIGN POST INTO SLEEVE AND BOLT TOGETHER 12" EMBEDMENT 22" OVERSIZED SLEEVE IN CONCRETE (6" EXPOSED) 4" PCC BASE 4" BRICK AND SAND FOR BRICK PAVERS SETTING BED (N.T.S) \-12" DIA. PCC PIT SIGN POST INSTALLATION IN DECORATIVE BRICK PAVERS `t 6 ft AIF- 6 ft 4 ft BIKE LANE SYMBOL DETAIL 26 ft --f- 3.3 ft -F--- I I CD 8 inches z S2 --i r 3 ft 0.8 ft --t�--1.7 ft 24 ft 24 inches ft BIKE LANE RAILROAD CROSSING ' ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 I SHEET NUMBER P.5 I i N =-� BURLINGTON ST ALIGNMENT o 0 o - 0 - - = -- 01--- - --+-- - - - - - - --+-- - — — --�— — — N ro tp cD III BURLINGTON ST SIDEWALK RIGHT-MADISON TO CAPITOL BASELINE 0 20 PROPOSED DRIVEWAYS G SEE S SHEETS FOR SIDEWALK RAMP DETAILS 12^ w w �� 12" w �� 12' w N � 1 ' w �� 12" w 12" w �� 12" w �� � 1z" 12^ w ��� 12" w(TYP.) O 7-t12" ❑Oa kEM tiN00 _ 5`(Row)— SIDEWALK' - PC. 200+ 9.2 ---- -- ----------------------------- �— 10' TEMPORARY SAW CUT REMOVE EXISTING BRICK i ,j PROPOSED CONSTRUCTION PAVERS AND REPLACE WITH I - j 5' TEMPORARY 4" PCC SIDEWALK EASEMENT PROPOSED 8" HMA NEW BRICK PAVERS CONSTRUCTION 0 SEE SHEET L.1 AND L.2 SEE U SHEETS FOR DETAILS i i EASEMENT o o ° o L_ oj ° LEGEND 0 PROPOSED PCC 4' I KUM & GO 0 PROPOSED PCC SIDNALK z 00 PROPOSED IRMAi OV�L Y 0 ® PROPOSED w;.BRieK FgERS 71 c7 00 Of t\ + N 665 Ln r7 rn + O NZ ON00 II ' n N m 00 co o o + II Q 665 n II oN Q N y II d O 0 0 O+ 00 N Od Nd Nd 1 II to II � mLd O O+ II QO yQ mAJ J mJ 0 660 O o(oII d Q N d' W LLJ p < N II N II QU.J Q of 1% GRADE BREAK STA = 202+08.61 660 II I y II Q J Of LLJ> 0 0 0 8B% 2" 4.9 ELEV = 661.101 Qto Q N V) S w W W J mJ Q o- __ CD 4.93 yll yll w> mLd J W Q o 2� Of mJ � m J W a Q � 3 11� 4.� 1.4`5 o PROPOSED SIDEWALK ROFILE 655 • W o < a of-- 655 12� of5 9 39% EXISTING SIDEWALK ROFILE m m ol n od X W O_ 2 200+00 201+00 202+00 ROAD DESIGN ' CADD ■ PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER j�fHSX-00� —rj�l20�-- L Hi:= \ 1,1BER S,1 N Ln I S r� I 1 O N Ln I O 0 1 x cf) z U Q 0 1 w LLJ (n LLJ 0 un J 0 Q U f- cn Z O f- z J m ■' c N BURLINGTON ST SIDEWALK RIGHT-MADISON TO 0 20 CAPITOL BASELINE N O O 12" w mmm� 12" W 12" W 12" W 12" W 12" W 12" W 12" W NMMWi� 12" W OMMME011 f + o O - (ROW (ROWj—— (ROW �. _ ROW .-- i Ro � ��ROw}-,—-- N —� BROW)- TPR1 i (ROW (RO I 1 PROPOSED i jj II L51ONSTRUCTION EXISTING SIDEWALK TEMPORARYRIGHT OF WAY (TYP.) ; �- EASEMENT ... •�' ) S o a LEGEN s i 0 PROP�SED P£6 PROP P?6 SIDEWALK PENTACREST GARDEN�� � 1 APARTMENTS � PROP�6 HW OVERLAY � I PROPPED B K PAVERS 00 O O r7 � 00 O N N, II GRADE BREAK STA = 20 +69.42 675 ELEV = 672.295 N 675 O O L Y II Y w II O q + mbi N r, Li 8�" - 9 0co Q< 670 670 a Y II PROPOSED SIDEWALK ROFILE m 6.96%- , o 665 w 665 c� EXISTING SIDEWALK ROFILE 202+00 203+00 204+00 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FFHWA REGION FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER S.2 F- N LEGEND " I _ III 0 PROPOSED PCC O r 0 PROPOSED PCC SIDEWALK I I N FJ �'� 0 PROPOSED HMA OVERLAY ii I PROPOSED BRICK PAVERS N 'I I 0 20 -�- t %`u BP: 100+0 .00 TEMPORARY CONSTRUCTION EASEMENT WIDTH VARIES PROPOSED DRIVEWAYS g' SEE L SHEETS PROPOSED 4" PCC SIDEWALK j I I 5' 1 1 ------ I {{�T ai___J ------� n---- -�-I- �. PI: 100+20.75 /r---------------- ��--------� ��-- -----J (RO Row ---— (Row — (Row (ow ------ (ROW (ROW O (ROW (ROW 0 O PI: 100+31.22 —'— ADJUST POWER MANHOLE rt REMOVE EXISTING BRICK PAVERS AND (BY OTHERS)' PI: 100+43.07 REPLACE WITH NEW BRICK PAVERS SEE DETAILS ON U SHEETS C-) ! • �° �. BURLINGTON ST y � m � + GRADE BREAK STA = 102+35.94 o ELEV = 660.954 `D 00 665 D o II00 N Q II N 0 0 a CN II 0�� - GRADE BREAK STA = 102+55.90 0+ II Y mJ 6 33% ELEV = 662.409 Quj � o 660 II v~i mw < iQ Q II PROPOSED SIDEWALK ROFILEin Q ry % II m Q GRADE BREAK STA = 02+15.99 m o 3 90q° ELEV = 659.611 w 655 2.63'7 EXISTING SIDEWALK ROFILE c� J m m < x w a o 100+00 101+00 102+00 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JQHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER S.3 CV Ln I S rn I I O N Ln I 0 0 1 x (n z O Q O 1 LLJ 0 Lw 0 vi o- LL 0 _J 0 0_ Q O F-- z O C� Z 0_ m LEGEND 3 o � N � 0 PROPOSED PCC PROPOSED PCC SIDEWALK (~j� CAPITOL ST GARAGE PROPOSED HMA OVERLAY r---------- O PROPOSED BRICK PAVERS I t= 0 0 20 I I 0 EXISTING I s —ROW—(TYP.) 7 STA: 64+96.92 --, L--- ------------- ----------Offset: ' 32.97' L STA: 65+07.10 r_ MATCH EXISTING Offset: 32.97' L 5' (ROW ELEV: (t670.07) '; (ROW J MATCH EXISTING : . ELEV(t67048) , re. .. �\ (Row (Row f W (ROW (ROW O ,: _ � - �13 W-c, — ---(a,. w c)-- - ---.. w-c) -� a„ w_; STA: 65+07.10 PROPOSED 4" PCC SIDEWALK STA: 64+96.83 Offset: 30.97' L SIDEWALK RIGHT—MADISON TOJ Offset: 30.24' L MATCH EXISTING MATCH EXISTING ELEV: (t670.30) N CAPITOL BASELINE ELEV: (t669.77) REMOVE EXISTING BRICK PAVERS AND O REPLACE WITH NEW BRICK PAVERS SEE U SHEETS FOR DETAILS INSTALL 20.4 SF DETECTABLE WARNING (TRUNCATED DOMES) o -�- 0 — —+--- — — 0 — — — — o— — — —�--- — — —— — ul — BURLINGTON ST w 680 680 + 11) 675 II Q 675 y II Q w m W EXISTING SIDEWALK ROFILE 670 670 PROPOSED SIDEWALK ROFILE 665 665 a J m m X d U-1 O L 103+00 104+00 ROAD DESIGN • CADD ' PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER S.4 O Q O I w w (n tz w O (n -i 0 I- (Z Q U Fz (n z O C� z_ J !i m LEGEND PROPOSED PCC t� PROPOSED PCC SIDEWALK —� BURLINGTON ST PROPOSED HMA OVERLAY PROPOSED BRICK PAVERS REMOVE EXISTING BRICK PAVERS BEHIND BACK OF CURB. CLEAN AND STACK ON PALLETS AND REINSTALL IN NEW LOCATION AS SHOWN 31 O ----- --- --- (ROWS--- — (ROWS— - ------------------------------------------------------------ — -- ROW - ROW BROW (ow) -: ------------�--- -------------------------------- _.. __.. r------------- P: 10+00.00 PAVER BAND BASELINE ,�. I PROPOSED 18" WIDE PCC`P�VE6..BAND� I PROPOSED STREET LIGHT SEE N SHEETS SEE DETAIL ON SHEET a:k `' V- --{n NM _ I I y I 0 10 I UNIVERSITY OF IOWA CAMPUS REC & I WELLNESS CENTER 655 O N ri a 655 0 + + o cD + o cD 0 �� II n ; Q a (n N YII YII Q w m-J mJ m ui PROPOSED PAVER m ui Li a BAND ROFILE o Of Of 0 1 .20% 0.35% 650 650 EXISTING SURFACE AT PAVER BAND m m 09 X W a O 10+00 11+00 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER S.5 N Lo I S rq I I O N Ln I O O 1 x cn z f— U LLJ 0 LLJ 0 LLJ *2 1- (n z O CD z m LEGEND 0 PROPOSED PCC 0 PROPOSED PCC SIDEWALK PROPOSED HMA OVERLAY BURLINGTON ST ® PROPOSED BRICK PAVERS (ROW (ROW (ROW (ROW (ROW — ROWr - — -- __— c..., �,�..__. (ROW --- (ROW (R (ROW) --(ROW) PAVER BAND BASELINE PROPOSED STREET LIGHT PROPOSED 18" WIDE PCC PAVER BAND SEE N SHEETS SEE DETAIL SHEET U.2 v N �- -60 r 10 UNIVERSITY OF IOWA CAMPUS REC & WELLNESS CENTER ISO a) rn 655 655 u Q V) Q w aftLi m PROPOSED PAVER If BAND � ROFILE w Q o- 0 0.72% U.bb0 \ 650 650 EXISTING SURFACE AT PAVER BAND mm o X wo a 11+00 12+00 ROAD DESIGN • CADD ' PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 J O H N S O N COUNTY PROJECT NUMBER N H S X — 001 — 5 (l 20) — — 3 H — 52 SHEET NUMBER S.6 f— U Q O w 0 z O F- CD z m m N BURLINGTON ST 0 10 o Y (ROW) (ROW (ROW (ROW (ROW si ----------------------------------------- EP: 13+09.24 in w z PAVER BAND BASELINE -_ t I O _-_ PROPOSED STREET LIGHT I N SEE N SHEETS I o I I � I C, PROPOSED 18" WIDE PCC PAVER BAND I IL -------------- SEE DETAIL SHEET U.2 - i LEGEND o ----- 0 PRROPOSE�PCC ,' I' 0 ,Q-OSEF,PCC SI1EWALK UNIVERSITY OF IOWA CAMPUS REC & 0 0 Ii O SED+"HMA CWLAY WELLNESS CENTERNI �P�SEDr-BRICKr PAVERS (D N T> W n 0) CID L + + N 00 Mc0 655 II II ' Q 655 � cf) cn N YII yll Q w mJ mJ Ljj bi PROPOSED PAVER w o a BAND ROFILE Q ry (7 (l) .20% 0 0.7 2% EXISTING SURFACE AT PAVER BAND 650 650 J m m X W d 0 n 13+00 ROAD DESIGN * CADD i PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER S,7 Ld 0 LJ Cr LLJ O i— V) J O Q u F- z O i- 0 z J m LEGEND DETECTABLE WARNING (TRUNCATED DOMES) El LANDING AREA (w THICK) CURB RAMP (w TwQq PROPOSED SIDEWALK IP THICK) SPECIAL SHAPING AREA (w THICK) SIDEWALK FLARES 1102 W1202 W1104 W1201 W1106 W1101 i I I W1100 W1200 W1105 1FLARE (TYP.) W1103 PROPOSED BACK OF CURB TiP. EXISTING UTILITY ------------- -- EASEMENT ----------------- EXISTING ROW (TYP.) BURLINGTON ST BASELINE BURLINGTON ST _ 0 0 n STA: 57+09.01 Offset: -70.56 MATCH EXISTING W1204 � W1203 STA: 57+09.34 Offset:-58.75, MATCH EXISTING STA: 1 57+22.28 Zffsgt: -71.23 MATCH EXISTING I I I I I I I I f I STA: 57+22.57 -Offset: -60.10 MATCH EXISTING (ROW)-- (ROW)-- cm O^ W �� to 00 SIDEWALK COMPLIANCE Does not include curb i Stakin re wired by Contracting Authority per Article 2511.03 of the Standard Specifications. This Data Entry Sheet fills Tab 113-10 effective 10-16-12 Point Station Offset Elevation Point to Point Sidewalk Designation Distance` A Elevation;48% Legally Acceptable Range Difference between Designed Slope and Maximum Legally Acceptable Constructed Range Does Designer need to obtain design approval from Method's Engineer? Staking Required on this Quan ant? s Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES point Station Offset Elevation W1100 56+61.11 -56.15 650.05 W1100 W1101 Crosswalk Cross Sloe - Yield Condition 10.16 0.10 0.0% to 2.0% 1.0% 0.0% to 2.0% W1100 56+61.11 -56.15 650.05 W1101 56+61.86 -66.30 650.15 W1101 W1102 Ram Cross Slo a 10.00 0.09 0.1% to 2.0% 1.1% 0.1% to 2.0% W1101 56+61.86 -66.30 650.15 W1102 56+59.88 -66.08 650.24 W1101 W1102 Sidewalk Runnin Slope 1.86 0.09 0.5% to 5.0% 0.2% 0.5% to 5.0% Yes Yes Special Shaping W1102 56+59.88 -66.08 650.24 W1103 56+55.13 -55.48 650.51 W1100 W1103 Ramp Running Slope 5.69 0.46 8.1% 0.5% to 8.3% 0.2% 0.5% to 8.3% Yes Yes W1103 56+55.13 -55.48 650.51 W1104 56+53.83 -65.40 650.68 W1102 W1104 Ramp Running Slope 5.69 0.44 7.7% 0.5% to 8.3% 0.6% 0.5% to 8.3% Yes Yes W1104 56+53.83 -65.40 650.68 W1105 56+49.16 -55.06 650.62 W1103 W1104 Landing/TurningSpace 10.00 0.17 1.7% 0.- to 2.9 0.3% 0.1% to 2.0% Yes Yes W1105 56+49.16 -55.06 650.62 W1103 W1105 Landing/TurningSpace 5.65 0.11 1.9% 0.1% to 2.0% 0.1% 0.1% to 2.0% Yes Yes W1106 56+48.48 -64.93 650.78 wile4 W1106 W1105 W1106 W1200 56+90.11 -57.93 650.29 W1200 W1201 Crosswalk Cross Slope - Yield Condition 11.913 -0.11 -0.009 0.01 to 2.0% 0.011 0.0% to 2.0% W1200 56+90.11 -57.93 650.29 W1201 56+88.61 -69.84 650.18 W1200 W1202 Ram Cross Slo a 11.963 -0.08 -0.007 0.1% to 2.0% 0.013 0.1% to 2.0% W1201 56+88.61 -69.84 650.18 W1202 56+89. 29 -68.885 650.21 W1201 W1202 Sidewalk Runnin Slo a 0.8281 0.03 0.036 0.5% to 5.0% 0.014 0.5% to 5.0% Special Shaping W1202 56+89.29 -68.885 650.21 W1203 56+98.66 -58.264 650.57 W1200 W1203 Ram RunningSlo a 8.0583 0.26 0.035 0.5% to 8.3% 0.048 0.5% to 8.3% W1203 56+98.66 -58.264 650.57 W1204 56+98.12 -70. 254 650.55 W1202 W1204 Ram Running Slo a 8.0582 0.34 0.042 0.5% to 8.3% 0.041 0.5% to 8.3% W1204 56+98.12 -70.254 650.55 I ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER S.8 I M D_ 00 0 N rn I N rn 3 u5 I u7 cD O O r` N Q U Q O M LEGEND DETECTABLE WARNING (TRUNCATED DOMES) El LANDING AREA (a• THC ) CURB RAMP (rTHaq PROPOSED SIDEWALK (4•THcK) SPECIAL SHAPING AREA (w TWicq SIDEWALK FLARES 0 _ 0 BURLINGTON ST BASELINE Of W U 0 z Q W U STA: 56+97.45 STA: 57+02.42 Offset: 31.83 Offset: 31.63 MATCH EXISTING ATCH EXISTIN( TOP OF CURB: (t649.77) - ELEV: (t649.5f STA: 56+97.74 Offset: 40.16 MATCH EXISTING STA: 57+02.71 ELEV: (t649.59) Offset: 39.95 FMATCH EXISTI� STA: 56+91.68 ELEV: (t649.° Offset: 40.31 W2205 MATCH EXISTING ELEV: (t649.64) (ROW) I (ROWS PROPOSED BACK OF CURB (TYP.) W1312 W1 01 W1301 3 n G ROW (TYP.) (ROW (ROW) (ROW)_--- W1300 W2206 , � -W _ - STA: 56+92.09 W1311 Offset: 50.17 $TA: 57+03.00 W2204 W 1310 MATCH EXISTING Offset: 49.78 F- ELEV: (t649.67) ATCH EXISTING z STA: 56+98.09 ELEV: (t649.48) W1309 Offset: 49.9 �_ ELEV: 649.59 W1303 7;: \\-- W1308 W1307 BURLINGTON ST PROPOSED DECORATIVE BRICK PAVERS ' SEE DETAIL ON SHEET U.2 (TYP.) .. - (ROW) W1305- 7mm mm T ;,(ROW} 00 -W1306 SIDEWALK COMPLIANCE * Do:king not include curb r St required b Contracting Authority per Article 2511.03 of the Standard Specifications. This Data Entry Sheet fills Tab 113-10 effective 10-16-12 Point Station Offset Elevation Point to Point Sidewalk Designation Distance* A Elevation Slope Legally Acceptable Range Difference between Designed Slope and Maximum Legally Acceptable Constructed Range Does Designer need to obtain design approval from Method's Engineer? Staking Required on this Quan1 ant? Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation W13N 57+44.39 45.30 649.95 W1300 W1301 Landing/Turning Space 9.64 -0.06 -0.6% 0.1% to 2.0% 1.4% 0.1% to 2.0% W1300 57+44.39 45.30 649.95 W1301 57+51.97 39.42 649.89 W1300 W1303 Landing/Turning Space 13.49 0.17 1.3% 0.1% to 2.0% 0.7% 0.1% to 2.0% W1301 57+51.97 39.42 649.89 W1302 57+57.97 39.51 650.01 W1301 W1302 Landing/TurningLanding/Turning Space 6.00 0.12 2.0% 0.1% to 2.0% 0.0% 0.1% to 2.0% Yes Yes W1302 57+57.97 39.51 650.01 W1303 57+57.88 45.51 650.12 W1302 W1303 Landing/TurningLanding/Turning Space 6.00 0.11 1.8% 0.1% to 2.0% 0.2% 0.1% to 2.0% Yes Yes W1303 57+57.88 45.51 650.12 W1304 57+71.31 39.71 650.27 W1302 W1304 Sidewalk Running slope 13.34 0.26 1.9% 0.5% to 5.0% 3.1% 0.5% to 5.0% W1304 57+71.31 39.71 650.27 W1305 57+71.31 45.71 650.30 W1303 W1305 Sidewalk Running Slope 13.43 0.18 1.3% 0.5% to 5.0% 3.7% 0.5% to 5.0% W1305 57+71.31 45.71 650.30 W1306 57+71.27 52.64 650.45 W1304 W1305 Sidewalk Cross Slope 6.00 0.63 0.4% 0.5% to 2.0% 1.6% 0.5% to 2.0% W1306 57+71.27 52.64 650.45 W1307 57+57.77 52.18 650.45 W1305 W1306 Sidewalk Running Slope 6.93 0.15 2.2% 0.5% to 5.0% 2.8% 0.5% to 5.0% W1307 57+57.77 52.18 650.45 W1308 57+57.84 47.78 650.23 W1306 W1307 Match Existing Cross Slope 13.51 0.00 0.0% Match Existin FALSE Match Existing W1308 57+57.84 47.78 650.23 W1309 57+53.30 52.02 650.50 W1307 W1308 Sidewalk Running Slope 4.40 -0.22 -4.9% 0.5% to 5.0% 0.1% 0.5% to 5.0% Yes Yes W1309 57+53.30 52.02 650.50 W1310 57+53.14 47.90 650.47 W1307 W1309 Sidewalk RunningSlope 2.27 -0.11 -4.9% 0.5% to 5.0% 0.1% 0.5% to 5.0% Yes Yes W1310 57+53.14 47.90 650.47 W1311 57+41.76 48.55 1 649.94 W1308 W1303 Sidewalk Running Slope 4.71 1 0.23 4.9% 0.5% to 5.0% 0.1% 1 0.5% to 5.0% Yes Yes W1311 57+41.76 48.55 649.94 W1312 57+56.54 37.40 649.82 W1308 W1310 Match Existing Cross Slope 4.13 1 -0.03 -0.8% Match Existing FALSE Match Existing W1312 57+56.54 37.40 649.82 W1309 W1310 Match Existing Cross Slope 4.13 -0.03 -0.8% Match Existing FALSE Match Existing W2200 57+24.02 49.15 649.74 W2200 W2201 Crosswalk Cross Sloe - No Yield Condition 10.93 -0.10 -0.9% 0.0% to 5.0% 4.1% 0.0% to 5.0% W2200 57+24.02 49.15 649.74 W2201 57+28.07 39.07 649.64 W2200 W2204 Ramp Running Slope 3.63 0.02 0.5% 0.5% to 8.3% 7.8% 0.5% to 8.3% W2201 57+28.07 39.07 649.64 W2202 57+23.86 39.14 649.67 W2201 W2202 Sidewalk RunningSlope 4.37 0.03 0.6% 0.5% to 5.0% 4.4% 0.5% to 5.0% W2202 57+23.86 39.14 649.67 W2203 57+20.37 39.20 649.69 W2202 W2203 Ramp Running Slope 3.63 0.02 0.6% 0.5% to 8.3% 7.7% 0.5% to 8.3% W2203 57+20.37 39.20 649.69 W2204 57+20.56 49.20 649.76 W2203 W2204 Landing/TurningLanding/Turning Space 10.00 0.07 0.7% 0.1% to 2.0% 1.3% 0.1% to 2.0% W2204 57+20.56 49.20 649.76 W2205 57+12.21 31.41 .9.11 W2203 W2205 Landin /Turnin Space 8.41 -0.17 -2.1% 0.1% to 2.0% -0.1% 0. 1% to 3.1% Yes W2205 57+12.28 39.41 649.52 W2206 57+12.57 49.40 649.43 W2204 W2206 Landing/TurningSpace 8.39 -0.33 -3.9% 0.1% to 2.t% -1.9% 0.1% to 4.9% 1 Yes W2206 57+12.57 49.40 1 649.43 W2205 xisting Cross Slope 10.00 1 -0.09 -0.9% Match Existing FALSE I Match Existing 1 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 1 JOHNSON COUN71 PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER S.9 W1412 N W1519 W1411 W1512 W1513 0 10 W1413 W 1409 5' FLARE (TYP.) W1414 0 W1408 1' FLARE (TYP.) W1510 EXISTING ROW (TYP.) W1407 W1511 W1514 INSTALL J" EXPANSION �a W1509 JOINT ALONG FACE W1406 W1415 OF PLANTER WALL LEGEND DETECTABLE WARNING (TRUNCATED DOMES) a BUILDING FACE ; o W1508 W1504� W1405 LANDING AREA (ro cK) 1505 CURB RAMP IrTmpq W1403 ' W1410 U) W1515 5' PROPOSED SIDEWALK W1404 W1516 ' W1518 M•nacp �1V F803 W 1402 PROPOSED BACK U) PROPOSED DECORATIVE BRICK PAVERS (ROW SPECIAL SHAPING AREA (r mcq _ SEE DETAIL ON SHEET U.2 (TYP.) y f- 1506 W 5' OF CURB (TYP.) Z SIDEWALK FLARES ® X W1401 W1400 W1502 1 j W1501 W1507 W1500 o SIDEWALK COMPLIANCE See S Sheets * Does not include curb i' Sta'in re uired b Contractin Authorit r Article 2511.03 of the Standard S ecifications. • 0 This Data Entry Sheet fills Tab 113-10 effective 10-16-12 ,»�+ Point Station Offset Elevation Point to Point Sidewalk Designation Distance* A Elevation Slope Difference FOR INFORMATION (X11�1: Does Designer need Legally Acceptable between Designed Acceptable to obtain design VALUES USED TO DETERMINE DSLOPES� Range Slope and Maximum Constructed Range approval from ;Required Remarks point Station fret Ele eon Legally Method's Engineer? QPos. FT or Neg. co W1400 60+91.01 -38.15 651.72 W1400 W1401 Crosswalk Cross Slope - No Yield Condition 10.91 -0.09 -0.8% 0.0% to 5.0% 4.2% 0.0% to 5.0% W1400 60+91.01 -38.15 651.72 W1401 60+81.01 -33.95 651.63 W1400 W1404 Ramp Running Slope 7.59 0.41 5.4% 0.5% to 8.3% 2.9% 0.5% to 8.3% W1401 60+81.01 -33.95 651.63 W1402 60+81.01 -38.15 651.82 W1401 W1402 Sidewalk Running Slope 4.20 0.19 4.5% 0.5% to 5.0% 0.5% 0.5% to 5.0% Yes Yes Special Shaping W1402 60+81.01 -38.15 651.82 W1403 60+81.01 -45.74 652.28 W1402 W1403 Ramp Running Slope 7.59 0.46 6.1% 0.5% to 8.3% 2.2% 0.5% to 8.3% W1403 60+81. 01 -45.74 652.28 W1404 60+91.01 -45.74 652.13 W1400 W1402 Ramp Cross Slope 10.00 0.10 1.0% 0.1% to 2.0% 1.0% 0.1% to 2.0% W1404 60+91.01 -45.74 652.13 W1405 60+98.96 -45.75 651.81 W1403 W1404 Ramp Cross Slope 10.00 -0.15 -1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% W1405 60+98.96 -45.75 651.81 W1406 61+03.64 -55.76 651.75 W1403 W1410 Landing/Turning Space 12.64 -0.19 -1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% W1406 61+03.64 -55.76 651.75 W1407 60+98.94 -55.75 651.86 W1410 W1408 Landing/TurningSpace 10.00 0.05 0.5% 0.1% to 2.0% 1.5% 0.1% to 2.0% W1407 60+98.94 -55.75 651.86 W1408 60+93.64 -55.74 652.14 W1404 W1410 Landing/TurningSpace 2.64 -0.04 -1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% W1408 60+93.64 -55.74 652.14 W1409 60+91.72 -55.74 652.17 W1409 W1411 Sidewalk RunningSlope 9.59 -0.09 -0.9% 0.5% to 5.0% 4.1% 0.5% to S.0% W1409 60+91.72 -55. 74 652.17 W1410 60+93.66 -45.74 652.09 W1405 W1406 Crosswalk Cross Slope - No Yield Condition 11.11 -0.06 -0.5% 0.0% to 5.0% 4.5% 0.0% to 5.0% W1410 60+93.66 -45.74 652.09 W1411 60+91.93 -65.32 652.08 W1405 W1410 Ram RunningSlope 7.96 e.28 3.5% 0.5% to 8.3% 4.8% 0.5% to 8.3% W1411 60+91.93 -65.32 652.08 W1412 60+56.43 -66.81 652.30 W1406 W1407 Sidewalk RunningSlope 4.68 0.11 2.4% 0.5% to 5.0% 2.6% 0.5% to 5.0% W1412 60+56.43 -66.81 652.30 W1413 60+55.06 -65.63 652.28 W1407 W1408 Ram RunningSlope 5.30 0.28 5.3% 0.5% to 8.3% 3.0% 0.5% to 8.3% W1414 60+69.94 -61.60 652.34 W1405 W1407 Ram Cross Slope 10.00 0.05 0.5% 0.1% to 2.0% 1.5% 0.1% to 2.0% W1415 60+78. 31 -55.71 652.37 W1408 W1409 Landing/TurningSpace 1.92 0.03 1.6% 0.1% to 2.0% 0.4% 0.1% to 2.0% Yes Yes W1403 W1415 Landing/TurningSpace 10.44 0.09 0.9% 0.1% to 2.0% 1.1% 0.1% to 2.0% W1412 W1411 Match Existin Cross Slope 35.52 -0.22 -0.6% Match ExistingFALSE Match Existing W1412 W1413 Match Existin Cross Slope 1.80 -0.02 -1.1% Match Existin FALSE Match Existing W1413 W1414 Sidewalk Running51202 15.41 0.06 0.4% 0.5% to 5.0% 4.6% 0.5% to 5.0% W1414 W1415 Match ExistingCross Slope a 10.44 0.03 0.3% Match ExistingFALSE Match Existing W1500 61+73.58 -31.53 652.33 W1500 W1501 Crosswalk Cross Slope - No Yield Condition 6.32 -0.06 -1.0% 0.0% to 5.0% 4.0% 0.0% to 5.0% W1500 61+73.58 -31. 53 652.33 W1501 61+67.58 -33.48 652.27 w1501 W1502 Ram RunningSlope 2.66 0.11 4.3% 0.5% to 8.3% 4.0% 0.5% to 8.3% W1501 61+67.58 -33.48 652.27 W1502 61+67.58 -36.14 652.38 W1500 W1507 Sidewalk RunningSlope 1.96 0.05 2.6% 0.5% to 5.0% 2.4% 0.5% to 5.0% W1502 61+67.58 -36.14 652.38 W1503 61+67.58 -38.20 652.42 W1501 w1507 Ram Cross Slope 6.00 0.11 1.9% 0.1% to 2.0% 0.1% 0.1% to 2.0% Yes Yes W1503 61+67.58 -38.20 652.42 W1504 61+70.42 -45.88 652.58 W1502 W1506 Ram Cross Slope 6.00 0.08 1.3% 0.1% to 2.0% 0.7% 0.1% to 2.0% W1504 61+70.42 -45.88 652.58 W1505 61+73.67 -42.72 652.57 W1502 W1503 Landing/TurningSpace 2.06 0.04 1.9% Ci% to 2.0% 0.1% 0.1% to 2.0% Yes- Yes W1505 61+73.67 -42.72 652.57 W1506 61+73.58 -36.14 652.46 W1504 W1505 Match ExistingCross Slope 4.53 -0.01 -0.2% Match Existin FALSE Match Existin W1506 61+73.58 -36.14 652.46 W1507 61+73.58 -33.48 652.38 W1505 W1506 Landing/Turning Space 6.57 -0.11 -1.7% 0.1% to 2.0% 0.3% 0.1% to 2.0% Yes Yes W1507 61+73.58 -33.48 652.38 W1508 61+53.86 -45.85 652.08 W1506 W1507 Ramp Running Slope 2.66 -0.08 -3.0% 0.5% to 8.3% 5.3% 0.5% to 8.3% W1508 61+53.86 -45.85 652.08 W1509 61+50.25 -55.94 651.94 W1508 W1509 Crosswalk Cross Slope - No Yield Condition 10.68 -0.14 -1.4% 0.0% to 5.0% 3.6% 0.0% to 5.0% W1509 61+56. 25 -55. 84 651. 94 W1510 61+53.84 -55.85 652.11 W1509 W1510 Sidewalk Running Slope 3.60 0.17 4.8% 0.5% to 5.0% 0.2% 0.5% to 5.0% Yes Yes W1510 61+53.84 -55.85 652.11 W1511 61+58.13 -55.86 652.39 W1508 W1510 Ramp Cross Slope 10.00 0.03 0.3% 0.1% to 2.0% 1.7% 0.1% to 2.0% W1511 61+58.13 -55.86 652.39 W1512 61+49.83 760.84 652.33 W1508 W1515 Ramp Running Slope 4.30 0.28 6.5% 0.5% to 8.3% 1.8% 0.5% to 8.3% W1512 61+49.83 -60.84 652.33 W1513 61+70.36 -60.88 652.52 W1510 W1511 Ramp Running Slope 4.30 0.28 6.5% 0.5% to 8.3% 1.8% 0.5% to 8.3% W1513 1 61+70.36 -60.88 652.52 W1514 61+70.38 -55.88 652.54 W1511 W1515 Ramp Cross Slope 10.00 -0.03 -0.3% 0.1% to 2.0% 1.7% 0.1% to 2.0% W1514 61+70. 38 -55.88 652.54 w1515 61+58.15 -45.86 652.36 W1511 W1512 Landing/Turning Space 9.69 -0.06 -0.6% 0.1% to 2.0% 1.4% 0.1% to 2.0% W1515 61+58. 15 -45.86 652.36 W1516 61+60.44 -45.86 652.40 W1512 w1513 Match ExistingCross Slope 20.53 0.19 0.9% Match Existin FALSE Match ExistingW1516 61+60.44 -45.86 652.40 W1517 61+78.79 -34.36 652.74 W1511 W1514 Landing/TurningSpace 12.24 0.15 1.2% 0.1% to 2.0% 0.8% 0.1% to 2.0% W1517 61+78.79 -34.36 652.74 W1518 61+78.40 -39.35 652.81 W1513 W1514 Match ExistingCross Slope 5.00 0.02 0.4% Match ExistingFALSE Match Existin W1518 61+78.40 -39.35 652.81 W1519 61+70.35 1 -65 71 1 652.50 W1514 1 W1504 Match Existing Cross Slope 10.00 0.04 0.4% Match ExistingFALSE Match ExistingW1519 61+70. 35 -65. 71 652.50 W1504 W1515 Landing/TurningSpace 12.26 -0.22 -1.8% 0.1% to 2.0% 0.2% 0.1% to 2.0% Yes Yes W1513 W1519 I Sidewalk Running Slope 4.83 -0.02 -0.4% 1 0.5% to 5.0% 1 4.6% 0.5% to 5.0% ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER S.10 N I r� I I 0 N Ln I 0 0 1 x z z U Q 0 1 w Elf w Fn w Of 0 J 0 Q U z 0 I-_ 0 z J M LEGEND DETECTABLE WARNING (TRUNCATED DOMES) El LANDING AREA (r THICK) CURB RAMP (r nocK) PROPOSED SIDEWALK (4•THICK) SPECIAL SHAPING AREA (w THim SIDEWALK FLARES W1607 W1608 BURLINGTON ST PROPOSED DECORATIVE BRICK PAVERS SEE DETAIL ON SHEET U.2 (TYP.) PROPOSED BACK %_ OF CURB (TYP.) / i-- W 1604 W1606 W1603 - W1602 � W1601 wlsos %.- w1610 ��- wlsoo EXISTING ROW (TYP.) w1611 D 0 0 z 4 0 --'1 r- r 3 CID SIDEWALK COMPLIANCE * Does not include curb i Stakin re wired by Contracting Authority per Article 2511.03 of the Standard Specifications. This Data ntry Sheet fills Tab 113-10 effective 10-16-12 Point Station Offset Elevation Point to Point Sidewalk Designation Distance* A Elevation;1.71% e Legally Acceptable Range Difference between Designed Slope and Maximum Legally Acceptable Constructed Range Does Designer need to obtain design approval from Method's Engineer? Staking Required on this Quan ant? i Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation F W1600 61+02.98 56.73 651.68 W1600 W1601 Crosswalk Cross Slope - No Yield Condition 11.44 -0.10% 0.0% to 5.0% 4.1% 0.0% to 5.0% W1600 61+02.98 56.73 651.68 W1601 60+97.57 46.74 651.58 W1601 W1611 Ram Cross Slope 10.00 0.19% 0.1% to 2.0% 0.1% 0.1% to 2.0% Yes Yes W1601 60+97.57 46.74 651. 58 W1602 60+91.01 46.74 651.99 W1600 W1611 Sidewalk RunningSlope 5.41 0.09 0.5% to 5.0% 3.3% 0.5% to 5.0% Special Shaping W1602 60+91.01 46.74 651.99 W1603 60+91.01 40. 79 651.54 W1601 W1602 Ram Runnin Slo a 6.56 0.41 6.2% 0.5% to 8.3% 2.1% 0.5% to 9.3% W1603 60+91.01 40.79 651.54 W1604 60+81.01 36.50 651.43 W1602 W1610 Landing/TurningSpace 10.00 0.19 1.9% 0.1% to 2.0% 6.1% 0.1% to 2.0% Yes Yes W1604 60+81.01 36.50 651.43 W1605 60+81.01 40.79 651.63 W1610 W1611 Ram Runnin Slone 6.56 -0.41 -6.2% 0.5% to 8.3% 2.1% 0.5% to 8.3% W1605 60+81.01 40.79 651.63 W1606 60+81.01 46.74 652.03 W1602 W1606 Landin Turnin S ace 10.00 0.04 0.4% 0.1% to 2.0% 1.6% 0.1% to 2.0% W1606 60+81.01 46.74 652.03 W1607 60+72. 24 46.74 652.05 W1610 R. Landing/TurningSpace 10.00 0.04 0.4% 0.1% to 2.0% 1.6% 0.1% to 2.0% W1607 60+72.24 46.74 652.05 W1608 60+72.42 56.74 652.25 W1606 W1609 Landing/TurningSpace 10.0010.45 9 1.9% 0.1% to 2.0% 0.1% 0.1% to 2.0% Yes Yes W1608 60+72.42 56.74 652.25 W1609 60+81.02 56.74 652.22 W1603 W1604 Crosswalk Cross Slope - No Yield Condition 10.9412 -1.1% 0.0% to 5.0% 3.9% 0.0% to 5.0% W1609 60+81.02 56.74 652.22 W1610 60+91.02 56.74 652.18 W1603 W1602 Ram Runnin Slone 5.94 7.5% 0.5% to 8.3% 0.8% 0.5% to 8.3% Yes Yes W1610 60+91.02 56.74 652.18 W1611 60+97.5756.74 651.77 W1604 W1605 Sidewalk Runnin Slo a 4.30 0 4.7% 0.5% to 5.0% 0.3% 0.5% to 5.0% Yes Yes S ecial Sha in W1611 60+97.57 56.74 651.77 W1605 W1603 Ram Cross Slo a 10.009 -0.9% 0.1% to 2.0% 1.1% 0.1% to 2.0%W1605 W1606 Ram Runnin Slo a 5.95 0 6.7% 0.5% to 8.3% 1.6% 0.5% to.W1606 W1607 Sidewalk Runnin Slo a 8.77 2 0.2% 0.5% to 5.0% 4.8% 0.5% to 5.0% W1607 W1608 Match Existin Cross Slo a 18.000 2.0% Match Existin FALSE Match Existing W1608 W1609 Sidewalk Running Slope 8.60 -0.03 -0.3% 0.5% to 5.0% 4.7% 1 0.5% to 5.0% ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 SHEET NUMBER S.11 9 S MADISON ST I W 1700 - 1' FLARE (TYP.)- W1706- W1705 INTEGRAL 9" CURB AND 4" SIDEWALK. SEE DETAIL ON SHEET U.2 W1704 W1716 W1717 W1718 W1719 W1715 W1714 W1713 W1712 W1711 OW ROW ROW Ak PROPOSED DECORATIVE BRICK PAVERS SEE DETAIL ON SHEET U.2 (TYP.) PROPOSED ROW - W1701 r- 5' FLARE (TYP.) i PROPOSED BACK OF CUR (TYP.) W1702 W1720 W1703 W1707 1708 W17 9 W1710 ED C r z O O z I LEGEND DETECTABLE WARNING (TRUNCATED DOMES) El LANDING AREA (a• TMCK) ; CURB RAMP (r nnaq PROPOSED SIDEWALK (4-1 Fna0 SPECIAL SHAPING AREA (a-TMGq SIDEWALK FLARES I I I 62t00 .r> rnrn CO SIDEWALK COMPLIANCE Does not include curb 1 Stakin re uired by Contracting Authority r Article 2511.03 of the Standard Specifications. This Data Entry Sheet fills Tab 113-10 effective 10-16-12 Point I Station Offset Elevation Point to Point Sidewalk Designation Distance" A Elevation Slope Legally Acceptable Range Difference between Designed Slope and Maximum Legally Acceptable Range Acceptable Constructed Range Pos. or Nee.Method's Does Desin design igner need to bta o approval from Engineer? Staking Required on this Quan1 ant? Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. W1700 61+50.03 56.72 652.07 W1700 W1701 Crosswalk Cross Slope - No Yield Condition 10.55 0.11 1.0% 0.0% to 5.0% 4.0% 0.0% to 5.0% W1700 61+50.03 56.72 652.07 W1701 61+53.20 46.72 652.18 W1700 W1706 Sidewalk RunningSlope 5.18 0.15 2.9% 0.5% to 5.0% 2.1% 0.5% to 5.0% Special Shaping W1701 61+53.20 46.72 652.18 W1702 61+60.03 46.72 652.71 W1701 W1706 Ram Cross Slope 10.00 0.04 0.4% 0.1% to 2.0% 1.6% 0.1% to 2.0% W1702 61+60.03 46.72 652.71 W1703 61+67.60 46.72 652.83 W1701 W1702 Ram Running Slope 7.88 0.53 6.7% 0.5% to 8.3% 1.6% 0.5% to 8.3% W1703 61+67.60 46.72 652.83 W1704 61+67.60 56.72 652.88 W1706 W1705 Ram RunningSlope 7.88 0.54 6.9% 0.5% to 8.3% 1.4% 0.5% to 8.3% W1704 61+67.60 56.72 652.88 W1705 61+60.03 56.72 652.76 W1702 W1705 Landing/TurningSpace 10.00 0.05 0.5% 0.1% to 2.0% 1.5% 0.1% to 2.0% W1705 61+60.03 56.72 652.76 W1706 61+53.21 56.72 652.22 W1792 W1703 Landing/TurningLanding/Turning Space 6.51 0.12 1.8% 0.1% to 2.0% 0.2% 0.1% to 2.0% Yes Yes W1706 1 61+53.21 56.72 652.22 W1707 61+67.60 33.24 652.40 W1705 W1704 Landing/TurningLanding/Turning Space 6.51 6.12 1.8% 0.1% to 2.0% 0.2% 0.1% to 2.0% Yes Yes W1707 61+67.60 33.24 652.40 W1708 61+73.60 31.30 652.46 W1703 W1704 Landing/TurningLanding/Turning Space 10.00 0.05 0.5% 0.1% to 2.0% 1.5% 0.1% to 2.0% W1708 61+73.60 31.30 652.46 W1709 61+73.60 33.23 652.50 W1707 W1708 Crosswalk Cross Sloe - No Yield Condition 6.32 0.06 0.9% 0.0% to 5.0% 4.1% 0.0% to 5.0% W1709 61+73.60 33.23 652.50 W1710 61+73.60 40.72 652.86 W1707 W1709 Ram Cross Slope 6.00 0.10 1.7% 0.1% to 2.0% 0.3% 0.1% to 2.0% Yes Yes W1710 61+73.60 40.72 86 W1711 61+73.60 46.72 652.92 W1708 W1709 Sidewalk Running652.86 Slope 1.94 0.04 2.1% 0.5% to 5.0% 2.9% 0.5% to 5.0% Special Shaping W1711 61+73.60 46.72 652. W1712 61+73.60 56.71 652.77 W1707 W1720 Ram RunningSlope 7.48 0.37 4.9% 0.5% to 8.3% 3.4% 0.5% to 8.3% W1712 61+73.60 56.71 652.77 W1713 61+73.61 64.71 652.97 W1720 W1710 I Landing/TurningLanding/Turning Space 6.00 0.09 1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% W1713 61+73.61 64.71 652.97 W1714 61+73.61 84.87 653.49 W1709 W1710 Ramp Running Slope 7.48 0.36 4.8% 0.5% to 8.3% 3.5% 0.5% to 8.3% W1714 61+73.61 84.87 653.49 W1715 61+73.61 92.97 653.23 W1703 W1711 Landing/TurningLanding/Turning Space 6.00 0.09 1.K% 0.1% to 2.0% 0.5% 0.1% to 2.0% W1715 61+73.61 92.97 653.23 W1716 61+69.61 92.88 653.07 W1703 W1720 Landing/Turning Space 6.00 -0.06 -1.0% 0.1% to 2.0% 1.0% 0.1% to 2.0% W1716 1 61+69.61 92.88 653.07 W1717 61+69.61 84.88 653.43 W1710 W1711 Landing/TurningLanding/Turning Space 6.00 0.06 1.0% 0.1% to 2.0% 1.0% 0.1% to 2.0% W1717 61+69.61 84.88 653.43 W1718 61+69.61 64.72 653.25 W1711 W1713 Sidewalk Running Slope 10.00 1 0.05 0.5% 0,5% to 5.0% 4.5% 0.5% to 5.0% W1718 61+69.61 64.72 653.25 W1719 61+69.60 56.72 652.91 W1704 W1712 Landin Turnin Space 6.00 -0.11 -1.8% 0.1% to 2.0% 0.2% 0.1% to 2.0% Yes Yes W1719 61+69.60 56.72 652.91 W1720 61+67.60 40.72 652.77 W1711 W1712 Landing/Turning Space 10.00 -0.15 -1.5% 0.1% to 2.0% 0.5% 0.1% to 2.0% W1720 61+67.60 40.72 652.77 W1712 W1719 Landing/TurningLanding/Turning Space 4.00 0.14 3.5% 0.1% to 2.0% -1.5% 0.1% to 4.5% W1712 W1713 Sidewalk Running Slope 8.00 0.20 2.5% 0.5% to 5.0% 2.5% 0.5% to 5.0% W1713 W1718 Sidewalk Cross Slope 4.00 0.28 7.0% 0.5% to 2.0% -5.0% 0.5% to 8% W1713 W1714 Sidewalk Running Slope 20.16 0.52 2.6% 0.5% to 5.0% 2.4% 0.5% to 5.0% W1714 W1717 Sidewalk Cross Slope 4.00 -0.06 -1.5% 0.5% to 2.0% 0.5% 0.5% to 2.0% W1714 W1715 Sidewalk Running Slope 8.10 -0.26 -3.2% 0.5% to 5.0% 1.8% 0.5% to 5.0% W1715 W1716 Match Existing Cross Slope 4.00 -0.16 -4.1% Pi._trhFistin2 FALSE Match Existing W1716 W1717 Sidewalk RunningSlope 8.00 0.36 4.5% 0.5% to 5.0% 0.5% 0.5% to 5.0% W1717 W1718 Ram RunningSlope 20.16 -0.18 -0.9% 0.5% to 8.3% 7.4% 0.5% to 8.3% N1718 W1719 Sidewalk Runnin Slo a 8.00 -0.34 -4.3% 6.5% to 5.0% 0.7% 0.5% to 5.0% W1719 W1704 Sidewalk Cross Slo a 2.00 -0.03 -1.5% 0.5% to 2.0% 0.5% 0.5% to 2.0% ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY LEGEND DETECTABLE WARNING (TRUNCATED DOMES) LANDING AREA (w THIQQ CURB RAMP (r Tmc k) PROPOSED SIDEWALK (4-7HIc10 C� SPECIAL SHAPING AREA pr THlcK) SIDEWALK FLARES 0 10 0 0 - - - F - - -+- - - LO BURLINGTON ST CENTERLINE BURLINGTON ST W2000 W2001 % y W2003 W2002 �►� 5 4, cry cc 1 EXISTING W (ROW (ROW (ROW (ROW) (ROW (ROW)---- (ROW (ROW I (ROW - (ROW) (ROW) W2005 W2004 I I I I I I I I I I I I I EXISTING UTILITY PENTACREST APARTMENTS EASEMENT (TYP.) I SIDEWALK COMPLIANCE See S Sheets * Does not Include curb >< Stakin re ulred b Contractin Authority per Article 2511.03 of the Standard Specifications. This Data Entry Sheet fills Tab 113-10 effective 10-16-12 Point Station Offset Elevation Point to Point Sidewalk Designation Distance' A Elevation Slope Legally Acceptable Range Difference between Designed Slope and Maximum Legally Acceptable Range Acceptable Constructed Range Pos. or Neg. Does Designer need to obtain design approval from Method's Engineer? Staking Required o this 1. ant? 1 Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. W2000 64+97.22 30.65 669.48 W2000 W2001 Crosswalk Cross Slope - No Yield Condition 10.00 0.70 7.0% 0.0% to 5.0% -2.0% 0.0% to 8% Yes W2000 64+97.22 30.65 669.48 W2081 65+07.22 30.65 670.18 W20N W2003 Ramp Running Slope 10.42 0.39 3.7% 0% 4.6% 0.S% to 83% W2001 65+07.22 30.6 670.18 . . . 0.565+07.23 %toW2002 8. 6.7% 0.5% to 8.3% W2002 65+07.23 41.05 670.01 W2003 64+97.23 41.07 669.87 W2002 W2003 Landing/Turning Space 10.00 -0.14 -1.4% 0.1% to 2.0% 0.6% 0.1% to 2.0% W2003 64+97.23 41.07 669.87 W2004 65+07.24 46.05 669.93 W2003 W2005 Landing/TurningSpace 5.00 -0.08 -1.6% 0.1% to 2.0% 0.4% 0.1% to 2.0% Yes Yes W2004 65+07.24 46.05 669.93 W2005 64+97.24 46.07 669.79 W2005 W2004 Landing/TurningLanaing/Turning space 10.00 0.14 1.4% 0.1% to 2.0% 0.6% 0.1% to 2.0% W2005 64+97.24 46.07 669.79 W2006 64+87.23 41.09 669.10 W2004 W2002 Landing/TurningLanding/Turning Space 5.00 0.08 1.6% 0.1% to 2.0% 0.4% 0.00% Yes W2006 64+87.23 41.09 669.10 W2007 64+87.24 46.09 669.02 W2002 W2008 Ramp Running Slope 15.04 1.12 7.4% 0.5% to 8.3% 0.9% 0.00% Yes W20e7 64+87.24 46.09 1 669.02 W2008 65+22.23 41.03 671.13 W2004 W2009 Ramp Running Slope 15.04 1.12 7.4% 0.5% to 8.3% 0.9% 0.00% Yes W2008 65+22.23 41.03 1 671.13 W2009 65+22.24 46.03 671.05 W2008 W2009 Sidewalk Cross Slope 5.00 -0.08 -1.6% 0.5% to 2.0% 0.4% 0.00% Yes W2009 65+22.24 46.03 671.05 W2003 W2006 Ramp Running Slope 10.03 -0.77 -7.7% 0.5% to 8.3% 0.6% 0.00% Yes W2005 W2007 Ramp Running Slope 10.03 -0.77 -7.7% 0.5% to 8.3% 0.6% 0.00% Yes W2006 I W2007 i Sidewalk Cross slope L 5.00 1 -0.08 1 -1.6% rs% to 2.0% 0.4% 0.00% Yes ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER S.13 1000. GIBSON SQUARE O REMOVE AND REINSTALL EXISTING FENCE z< STA 58+88.68, 52.42' L TO w STA 60+32.44, 52.63' L, z 0 DO NOT DISTURB EXISTING FENCE Ix UNLESS OTHERWISE NOTED LL_ 6' ADD MULCH TO CREATE POSITIVE DRAINAGE 61 TO BACK OF BURLINGTON STREET CURB DO NOT DISTURB EXISTING PLANTS + 61 (rmy_ , 6 VTT� + 0 (0 0 LO LO 0 !� j � I II i III I I `\� J11 LANDSCAPING LEGEND Proposed Sodding Area Proposed Wood Mulch Chips Proposed Decorative Brick Pavers 0 0 00 Lf) PLACE 2' WIDE STRIP OF MULCH BEHIND CONCRETE PAVER BAND GRADE TO TOP OF EXISTING EARTH BERM ALONG TREE LINE. ADD TOPSOIL AND SOD. T1 . 1-±-Aw 11 ME OI I 0 CD 0 to O INSTALL PCC PAVER BAND (TYP.) PROPOSED BRICK PAVERS7[ SEE DETAIL U.2 (TYP.) CAMPUS REC AND WELLNESS CENTER 0 V) 61 •:--4 :1. maiN, rn =I: C.) —DO NOT DISTURR'. XISTINO FENCE OR PLANTS 0• L6' IROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(120)--3H-52 I SHEET NUMBER TA I Cn � T, O Cn I O -- Q LINDQUIST CENTER Q U cf)I r sY INSTALL MULCH BETWEEN BACK OFF � r —III SIDEWALK AND FACE OF BUILDING DO NOT DIStURB EXISTING PLANTS J m - — — BURLINGTON ST C h o0 0 0— ------ •- ----- -- -'-I-- -- - -{--- - — - N -• ---- -- ---�' - --- - --- M ---' -• -- LO (O t co co (D r-' --v ''M w i I I i ---- L I I LANDSCAPING LEGEND Proposed Sodding Area Proposed Wood Mulch Chips Proposed Decorative Brick Pavers ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER T,2 GIBSON SQUARE ter' 58.21 L- - SrA. 58+8L68 EXISTING FENCE Oftsab- 5242--L _ - Offset 58.2521 —-- — �� ---- - -- STA. 58+28.34 ,� � s�',c. + --- 57+20244 ® Offset: 52.21 L OHsst: 43.76 L SUi: 57+78.93 _ = = �TT offset.. 494 01 LL �pKO 1 I p I ' n t___f ! � � j I ' � (- jjj j g MCI �k� n lV � iil_: C4 N O �IiI r •- o 0 o 00 0 L—_1 0 0 0 a, o � co CAMPUS REC AND WELLNESS CENTER ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY I PROJECT NUMBER NHSX-001-5(120)--3H-52 I SHEET NUMBER T.3 See Detail A 5% max---, Cross Slope Pavement c i' BT-3 joint / ■ Perpendicular Curb Ramp Turning Space (length varies) (5'-0"x5'-0" min.) 8" min. (target) 1 O3 1 $.30 TYPICAL SECTION - CURB RAMP _Parallel Curb Ramp (if required) Standard Sidewalk S10 e v ar= When a KT or BT joint is installed at the back of curb, provide %2" expansion joint at front or back of the turning space. OPROVIDE A MINIMUM 2 FOOT WIDTH OF DETECTABLE WARNING SURFACES IN THE DIRECTION OF PEDESTRIAN TRAVEL ACROSS THE FULL WIDTH OF THE CURB RAMP OR TURNING SPACE, EXCLUSIVE OF CURBS OR FLARES. OPROVIDE A MINIMUM OF 8 INCHES OF CONCRETE BELOW THE DETECTABLE WARNING PANEL, OMINIMUM 5 FEET BY 5 FEET. TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. Key Curb Ramp o ZE n .a v --� cam'-, Turning Space Back of Curb Detectable warning �v � w 00 %2" (max.) Gutterline Level Line _-- DETAIL A GENERAL SIDEWALK AND CURB RAMP DETAILS CV Ln I r7 I I 0 CV Ln I O 0 I X cn z 1 f- Q 0 1 LJ Of 0 w 0 of w 0 cn 0 a U Cn z 0 1 U z m ' ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER V.1 I ■ 0.5' 3' 2.75" BRICK PAVERS WITH HAND SWEPT JOINTS 1" SAND SETTING BED EXPANSION JOINT (TYP.)� 9" STANDARD PCC CURB 4" PCC SIDEWALK ° a a 1 5%,, �z f� v —1.5' 6" STANDARD PCC CURB a ° � /J, EXISTING PARKING LOT 4" PCC BASE 6" SPECIAL BACKFILL COMPACTED SUBGRADE DECORATIVE BRICK PAVERS ADJACENT TO MADISON STREET SIDEWALK & KUM & GO PARKING LOT STA. 61 +69.61 TO STA. 61 +79.11 NOTE: SEE SPECIAL PROVISION FOR ACCEPTABLE BRICK MANUFACTURERS AND COLOR. PROPOSED FACE OF CURB--\ /—PROPOSED BACK OF CURB 7j" I EDGE OF SIDEWALK 3j„ OR PAVER BAND SOLDIER COURSE PATTERN HERRINGBONE PATTERN DECORATIVE BRICK PAVERS PATTERN DETAIL WEST OF MADISON STREET NOTE: SEE SPECIAL PROVISION FOR ACCEPTABLE BRICK MANUFACTURERS AND COLOR. PROPOSED FACE OF CURB EDGE OF SIDEWALK OR PAVER BAND 6" PCC BA I \ ° PROPOSED BACK OF CURB 3j" ERRINGBONE PATTERN DECORATIVE BRICK PAVERS PATTERN DETAIL EAST OF MADISON STREET 7j" f 2.75" BRICK PAVERS WITH HAND SWEPT JOINTS 1" SAND SETTING BED EXPANSION JOINT (TYP.) 11 SPECIAL BACKFILL 18" PCC PAVER BAND a ° 9.75" Z PCC PAVER BAND DETAIL 1.5' — 7j" 44" 4" R 3" 4" STANDARD PCC CURB 6" SPECIAL BACKFILL s1 C3 cx+ PROPOSED HMA PAVEMENT �•• SLOPE PER P�NSS 1.5' CURB AND GUTTER WITH 4" CURB C C ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER U.2 Double Reinforced Pavement Cxisting Pavement PLAN - TYPICAL INSTALLATION Existing Pavement Sawcut Edge Proposed 3" HMA overlay ra 0 9„ Existing cover is minimal (1-3") between top of tunnel and bottom of pavement.n See Detail 'a' Contractor shall install special backfill to thickness allowed by existing conditions. "d Install 20 mil PVC membrane liner over existing utility tunnel.i Lap 6" over the edges. This is incidental to the trench drain �*^- bid item and the 9" PCc pavement, reinforced bid item { I ' Steam Tunnel _ CA) Co See plan for location of 3" Proposed 9" curb wher 3* HMA overlay is presen 6" curb where HM overlay isn't presen 2" SECTION - TYPICAL INSTALLATION b-- Na. D oars at 1 Z centers, Longitudinal bars are 23'-6" long, Transverse bars variable length. Lap all bars 15" `-2" Clear L-2" Clear Nn_ 5 hers at 12" rpntpm UE I AIL 'A" PARTIAL LONGITUDINAL SECTION 2" Clear 2" Clear Double Reinforced Pavement ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNPROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER TY U.3 ZO i e�ae�`��ea t O assQ 'E' Joi <,a r'E' oint Back of curb 10A ope '-- //i _ 'B' joint 8 2 7 /—'C'joint Curb opening ening Refer to Detail A TYPE B WITH FLARES �a��`aea 'B' joint e ec`� O s SQ 'E'joint 'C'or'E' 0 joint 6 �'C'joint m c 8 0 m o O1 R 0 Cn • m I i 0 Back of curb Curb open Refer to Detail B 21 TYPE B WITH RADII 1'-0" min. Boxout Back Sidewalk 1 —0 min. Boxout DETAIL A 2 Driveway J I--- 18" Back of O O O 'BT-3'joint 24" 12" i-- L-T+1 min. SECTION A -A DETAIL B Driveway radius (R). Residential: 10 foot minimum, 15 foot maximum. Commercial and industrial: As specified in the contract documents. Transition the curb height to 0 inches at end of taper/radius or at the front edge of sidewalk. Do not extend raised curb cross sidewalk. Pavement thickness. Residential: 6 inches minimum. Commercial and industrial: 7 inches minimum. Sidewalk thickness through driveway to match thickness of driveway. O5 If longitudinal joint is located 48 - Saw existing pavement inches or less from the back of curb, extend boxout to joint line. Full full depth and remove depth saw cut is still required. Roadway © For alleys, invert the pavem& crown 2% toward paveme t the cente f-thecaIley. -7 OTarget cross slope ofi.--&;% vwth a maximum cross slope-af 2.0%. if. 'BT-3' joint specified in the contra'ef,doccmlents, construct the sidewalks thbrut h the driveway 5 feet wide to se as a passing space. w ® If cross slope of adjacent sidewalk panel exceeds 2.0%, remove and replace to transition from existing sidewalk to sidewalk through driveway. If the elevation change requires a curb ramp, comply with Figure 7030.205; verify need for detectable warning panel with Engineer. 2 1 10-20-15 7030.102 SHEET-1 of-1 CONCRETE DRIVEWAY, TYPE B CV Ln I I I 0 CV Ln I 0 0 1 X cn z I ' ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 1 JOHNSON COUNTY 'PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER UA 660 660 655 655 650 650 645 645 640 60 —40 —20 0 20 40 60640 55+75 660 660 655 655 650 645 645 64060 —40 —20 0 20 40 60640 55+53 660 660 655 655 650 ID 650 645 645 640 60 —40 —20 0 20 40 60640 56+25 660 660 655 655 650 650 645 645 64060 —40 —20 0 20 40 60640 56+00 660 660 655 !; "5 c.> 645 _ ` tb�5 m 64060 —40 —20 0 20 40 6t�o 56+75 660 660 655 655 650-- 650 645 645 64060 —40 —20 0 20 40 60640 56+50 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER W.1 660 660 655 655 650 - - 650 645 645 640640 60 -40 -20 0 20 40 60 57+25 660 660 655 655 650 __ 650 645 645 64060 -40 -20 06 0 20 40 640 r 5 7 1I 0 0 660 660 EXISTING FENCE 655 655 4.689, 650 650 645 645 640 60 -40 -20 0 20 40 60640 57+75 660 655 660 655 650 -- --, 650 645 645 64060 —40 —20 0 20 40 60640 57 + 50 660 `�60 EXISTING TREE ISTING FENCE ° C % t s 655 - b 5 F E2.7 r 650 - 6 645 64-@ 64060 -40 -20 0 20 40 60640 5 8 -+- 2 5 660 EXISTING TREE 660 655 EXISTING FENCE 655 3.759; 650 650 645 645 64060 -40 -20 0 20 40 60640 58+00 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER W.2 :lm 660 EXISTING TREE 660 660 EXISTING TREE 660 660 EXISTING TREE 660 EXISTING FENCE EXISTING FENCE EXISTING FENCE 655 655 655 655 655 655 3.340 2.179e 1.559 650 650 650 650 650 �E0 645 645 645 645 645 B45 ,Mum 640 640 640 640 640 0 20 0 40�=6 —60 —40 —20 0 20 40 60 —60 —40 —20 0 20 40 60 —60 —40 —20 58+75 59+25 59+75 660 EXISTING TREE 660 655 EXISTING FENCE 655 3.339d 650 650 645 645 64060 —40 —20 0 20 40 60640 . . 660 EXISTING TREE 660 655 EXISTING FENCE 655 2.729; 650 650 645 645 64060 —40 —20 0 20 40 60640 660 EXISTING TREE 660 EXISTING FENCE 655 655 2.407. 650 650 645 645 640640 60 —40 —20 0 20 40 60 59+50 3 A ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 SHEET NUMBER W.3 660 EXISTING TREE 660 EXISTING FENCE 655 655 660 660 660 660 0.87% 650 650 655 655 655 655 645 645 650 650 650 uo o C-? cm a 640 —60 —40 —20 0 20 640 40 60 645 —60 645 —40 —20 0 20 40 60 645 —60 —40 `'--� —20 0 20 4(�--< {��5 .. 60= 60+25 60+75 61 +25 <� rn w 660 EXISTING TREE 660 EXISTING FENCE 655 655 2.06% 650 650 645 645 64060 —40 —20 0 20 40 60640 60+00 660 v� i-EXISTING TREE 660 EXISTING FENCE 655 655 0.98% 650 650 645 645 640 640 60 —40 —20 0 20 40 60 60+50 660 660 655 655 650 650 645645 60 —40 —20 0 20 40 60 61 +00 3 ROAD DESIGN CADD PRODUCED STATE OF IOWA FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER W.4 665 665 660 660 655 655 650 650 64560 -40 -20 0 20 40 60645 61 +75 660 660 655 655 650 650 64560 -40 -20 0 20 40 60645 61 +50 665 665 660 660 655 655 650 650 64560 -40 -20 0 20 40 60645 62+ 1 2 660 660 655 655 650 650 64560 -40 -20 0 20 40 60645 62+00 665 665 660 660 655 c655 4 650 --+c"> -�650 ;gym o ao 64560 45 Ea -40 -20 0 20 4V 62+50 110 665 665 660 660 655 655 650 650 645645 60 —40 —20 0 20 40 60 62+25 ' ROAD DESIGN * CADD * PRODUCED I STATE OF IOWA I FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER W.5 ' 665 665 660 660 655 655 650 650 645 60 —40 —20 0 20 40 60645 62+87 665 665 660 660 655 655 650 650 64560 —40 —20 0 20 40 60645 • 62+75 665 665 660 660 655 655 650 60 —40 —20 0 20 40 60650 63+ 1 4 665 665 660 660 655 655 650 650 645 60 —40 —20 0 20 40 60645 665 665 660 . ;660 655 n- 655rri r— . _. � 65060 —40 —20 0 20 V�::, C450 63+37 665 665 660 660 655 655 65060 —40 —20 0 20 40 60 50 63+25 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 —5(1 20)--3H-52 SHEET NUMBER W.6 670 670 665 665 660 660 65560 -40 -20 0 20 40 60655 64+00 670 670 665 665 660 660 655 655 650 60 -40 -20 0 20 40 60650 63+75 670 _ 670 665 665 660 - 660 655 655 650 60 -40 -20 0 20 40 60650 63+50 675 675 670 670 665 665 66060 —40 —20 0 20 40 60660 64+75 675 675 670 670 665 665 660 660 65560 —40 —20 0 20 40 60655 64+50 675 675 670 670 665 -- _ 665 1- 660 660 65560 -40 -20 0 20 40 60 55 64+25 680 680 675 675 670 670 665 60 -40 -20 0 20 40 60665 65+50 680 680 675 675 N 670 `� _-A70 i1 665 Cr rn -0 M 660x 3 0 -60 -40 -20 0 20 40> 6(da 65+25 uo 680 _ _ 680 675 675 670 670 665 665 66060 —40 —20 0 20 40 60660 65+00 ROAD DESIGN * CADD * PRODUCED STATE OF IOWA FHWA REGION 7 FISCAL YEAR 2019 JOHNSON COUNTY I PROJECT NUMBER NHSX-001—5(120)--3H-52 I SHEET NUMBER I Prepared by: Jason Reichart, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)356-5416 ,OL"' Resolution No. 19-257 Resolution setting a public hearing on November 4, 2019 on project manual and estimate of cost for the construction of the Burlington and Madison Intersection Improvements Project (NHSX-001-5(120)--3H-52), directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Burlington & Madison Intersection Improvements account # S3834. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: A public hearing on the project manual and estimate of cost for the construction of the above -mentioned project is to be held on the 4th day of November, 2019, 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. 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. A copy of the project manual 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 15th day of October , 2019 Maor �.)roved b Attest: City Clerk City Attorney's Office It was moved by Salih adopted, and upon roll call there were: Ayes: ►. and seconded by Nays: Cole the Resolution be Absent: Cole Mims Salih Taylor Teague Thomas Throgmorton Wi jar 3 MaAislun CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA 522401825 1"edia r I 't Z PRESS -CITIZEN MEDIA PART OF THE USA TODAY NETWORK # of Affidavits 1 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and tha an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0003849469 10/22/19 10/22/19 $44.86 Copy of Advertisement Exhibit "A" Subs abed and sworn to before me by said affiant this 22th day of October, 2019 i N a Public 5�5J? .115 Commission expires NANCY HEYRMAN Notary Public State of Wisconsin pp NOTICE OF PUSLlC HEARING . NOTICE . OF.. PUBLIC HEARING ON ...PROJECT . ,MANUAL AND ESTIMATED COST FOR '.THE BURLINGTON:: AND, MADISON . - I'NTE R SE.C..T.IO.N IMPROVEMENTS : PROJECT PROJEC - O O lIN- 5 TIRO) CI Y :50) F YOWA.CYTY 10 TO.. ALL : fiAjCPAYERS : OF THE . CITY: OF .. IOWA.: CITY IOWA; .. .. ...AND' -TO OTHER ffMhESTED PERSONS: Public notice.. is.. hereby : given ... that : :. the : Cit Council . of the City; . of .. :Iowa .City, Iowa,. will conduct a . public ..Hearin on ..the.. Pro'ect Manual; .: including the p1'ans contract, anc� . specifications;. . estimated cost for the coQnstruction . . of.. the- Burlington And_ : Madison Intersection Improvements .. Project (NHSX-001-5(I20)--3H-52) . in said - city - at .7:00: p.m. on. the '4th day of November, .. 2019; .. said. meeting to be held in the Emma . J. Harvat : Hall. in the City."Hall; 410 East, Washington Street.. in. said . city, or if said meeting is . cancelled; at the . nest meeting of - the.. City Council thereafter. as: osted by, the Cit .Clerk. yy This project -includes the widening . of -Burlington Street from : Madison ... Street to , -Front _'Street to include.. continuous . Buffered bike .lanes from : -Madison Streetto to . Riverside :Drive. -The -project project. ..also includes An..asphalt overla . .from . Capitol . y _ Street .to Front .Street; and traffic. signal and.... pedestrian- _ . signal- . improvements, ADA sidewalk... improvements, and. public utility improvemen at the : Burlin n Street .. an Madison .. Set. intersection ."and is* . iocated,: 1n . the ::. City.. of. -Iowa: Citty . from. Capitol Street to Riverside rive:.: Said Project. Manual and estimated cost are now on file in the .office.. ;of the Cit Cl rk:: in ' tli City Hall. in -Iowa ity, owa;.. an . Cy I c� may:: be ... inspected .: . by . ..any. interested persons. : . :Any . .interested.. persons: :.may.. a pear .at:said .meeting::of .the City..: ound .. for. the .purpose..of-making,. objections.. - -to-. and .comments concerning . - said Project ,Manual or : the. - cost . of Malang said... improvement... :. This notice is given by order -of. :City Council : of_ ttie- City of .Iowa Cityy,.Iowa and as provided y law. Kellie L Freehling, City.Clerk 0- Prepared by: Jason Reichart, Sr. Civil Engineer Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5416 Resolution No. 19-268 Resolution approving project manual and estimate of cost for the construction of the Burlington and Madison Intersection Improvements Project (NHSX-001-5(120)--3H-52), establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above - named project was published as required by law, and the hearing thereon held; and . Whereas, this project will be bid by the Iowa Department of Transportation (DOT); and Whereas, bids will be accepted on the 17th day of December, 2019, at 10:00 a.m. by the DOT, Office of Contracts in Ames, Iowa; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Burlington & Madison Intersection Improvements account # S3834. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual 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 post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Bids for the above -named project are to be received by the DOT, Office of Contracts, 800 Lincoln Way, Ames, Iowa, before 10:00 a.m. on the 17th day of December, 2019. 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 7th day of January, 2020, or at a special meeting called for that purpose. Resolution No. 19_26g Page 2 Passed and approved this 4th day of November 2019. Ma or Attest: City lerk roved by City Attorney's Office It was moved by alms and seconded by Cole the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Cole Mims Salih Taylor Teague Thomas Throgmorton O � IOWA LEAGUE 4fCITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Burlington & Madison Intersection Improvements Project Classified ID: 121685 A printed copy of which is attached and made part of this certificate, provided on 11/20/2019 to be posted on the Iowa League of Cities' internet site on the following date: November 20 , 2019 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 11 /20/2019 Alan Kemp, Executive Director �'-10WA DOT Contracts and Specifications Bureau Office of Contracts I Project Delivery Bureau 800 Lincoln Way — Ames, IA 50010 Phone: 515-239-1414 FAX: 515-239-1325 E-mail address: dotcontracts@iowadot.us NOTICE TO BIDDERS --- November 19, 2019 Burlington and Madison Intersection Improvements Project IDOT Project Number NHSX-001-5(120)--3H-52 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 December 17, 2019 at 10:00 A.M. CDT for various items of construction and 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 A listing of projects open for bids and details for each project will be available to potential bidders and suppliers three weeks prior to the letting date at www.bidx.com/ia/rnainorwwwjc)wadot.gckorb calling the Office of Contracts at 515-239-1414. The Iowa DOT uses the Bid Express website -—.bidx,com - as the official depository for bid submittal. The Iowa DOT will ensure this depository is 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 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 Contracts after 10:30 A.M. on the day bids are to be received, unless otherwise specified by the Iowa DOT. Unless otherwise specified, bidder shall submit an electronic proposal with digital signature using bidding software furnished by the Department and electronic bid submittal procedures of the Department. Proposals received after the bid deadline will not be read. Proposals containing any reservations not provided for in the forms furnished will be rejected. The Iowa DOT reserves the right to waive technicalities and reject any or all bids. A proposal guaranty, not less than the amount as set forth in the proposal form, shall be filed with each proposal. The proposal guaranty shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the contracting authority or bidder; and, where made payable to the bidder, shall contain an unqualified endorsement to the contracting authority signed by the bidder or the bidder's authorized agent. A properly completed Contractor's Annual Bid Bond (form 650043) may be used in lieu of the monetary options specified above. Both forms are available from the Office of Contracts. These must be delivered to the Office of Contracts at the address above, Iowa DOT personnel will be available to accept proposal guaranties during regular business hours of 8:00 a.m. to 4:30 p.m. A Proposal Guaranty/Bid Bond (Form 518003) may be used for the proposal guaranty in lieu of that specified above, using the electronic bid bond verification feature authorized by the Department. Per Iowa Code section 423.3 (80), the contracting authority will issue an exemption certificate for the purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and 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 forfeiture of the proposal guaranty. The Iowa DOT (or other approved contracting authority) hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On federal -aid projects, where disadvantaged business enterprise (DBE) goals have been established, the bidder is required to complete and submit form 102115 with the bid documents. On all projects without DBE goals, the contractor must show that affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some projects may be listed in multiple proposals (as an individual project or part of a combined package of projects). The contracting authority will determine which combination of proposals produce the lowest bid for these projects. Minimum wage rates for all federal -aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal -aid highway system. All federal -aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 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 bidder shall be allowed a preference against a nonresident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no federal funds involved. Ashley Platz From: Kelsey Hutchison <khutchison@mbi.build> Sent: Thursday, November 21, 2019 11:53 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: 11.21.19 notice to bidders.pdf AA RISK Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network ("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned, the duly qualified and acting President / CEO of the CU Network, and that as such President / CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Burlington and Madison Intersection Improvements Project in Ames A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): November 21, 2019 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. November 21, 2019 Date President/CEO of The Construction Update Plan Room Network Kelsey Hutchison Master Builders of Iowa • Administrative Assistant & Project Information Specialist 221 Park Street • PO Box 695 • Des Moines • Iowa • 50306 [d] 515.657.4381 • [o] 515.288.8904 [e] khutchison()mbi.build • [w] www.mbi.build [Plan Room] www.iowaconstructionui)date.com I.DIA Y, .,N.OIT-,E "- constructioi upda, RECEIVED Contracts and Specifications Bureau NOV 2 Office of Contracts I Project Delivery Bureau 8W Lincoln Way — Ames, IA 5ool o Phone: 515-239-1414 FAX: 515-239.1325 NOTICE TO BIDDERS --- November 19, 20i 9 E-mail address: dot.contract9@iowadot.us Burlington and Madison Intersection Improvements Project IDOT Project Number NHSX-001-5(120)-3H-52 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 December 17, 2019 at 10:00 A.M. CDT for various items of construction and maintenance work. Plans, specifications and proposal fors for the work may be seen at the Office of Contracts until noon on the day previous to the letting. A listing of projects open for bids and details for each project will be available to potential bidders and suppliers three weeks prior to the letting date at www.bidx.com/la/main or wwwlowadot . goo_ r by'calling the Office of Contracts at 515-239-1414. The Iowa DOT uses the Bid Express website - www.bidx.com - as the official depository for bid submittal. The Iowa DOT will ensure this depository is 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 for bid submissions to allow potential bidders to submit bids. Instructions will be communicated to potential bidders. Opening and reading of the blds will be performed at the Office of Contracts after 10:30 A.M. on the day bids are to be received, unless otherwise specified by the Iowa DOT. Unless otherwise specified, bidder shall submit an electronic proposal with digital signature using bidding software furnished by the Department and electronic bid submittal procedures of the Department. Proposals received after the bid deadline will not be read. Proposals containing any reservations not provided for in the fors fumished will be rejected. The Iowa DOT reserves the right to waive technicalities and reject any or all bids. A proposal guaranty, not less than the amount as setforth in the proposal for, shall be filed with each proposal. The proposal guaranty shall be in the form of a certified check or credit union certified share draft, cashier's check, money order or bank draft drawn on a solvent bank or credit union. Certified checks or credit union certified share drafts shall bear an endorsement signed by a responsible official of such bank or credit union as to the amount certified. Cashier's checks, money orders or bank drafts shall be made payable either to the contracting authority or bidder, and, where made payable to the bidder, shall contain an unqualified endorsement to the contracting authority signed by the bidder or the bidder's authorized agent. A property completed Contractor's Annual Bid Bond (form 650043) may be used in lieu of the monetary options specified above. Both forms are available from the Office of Contracts. These must be delivered to the Office of Contracts at the address above, Iowa DOT personnel will be available to accept proposal guaranties during regular business hours of 8:00 a.m. to 4:30 p.m. A Proposal Guaranty/Bid Bond (Form 518003) may be used for the proposal guaranty in lieu of that specified above, using the electronic bid bond verification feature authorized by the Department. Per Iowa Code section 423.3 (80)„the contracting authority will issue an exemption certificate forthe purchase or use of building materials, supplies and equipment used in the performance of the construction contract. Failure to execute a contract and file an acceptable performance bond and 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 forfeiture of the proposal guaranty. The Iowa DOT (or otherapproved contracting authority) hereby notifies all bidders that ttwill affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids In response to this Invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. On federal -aid projects, where disadvantaged business enterprise (DBE) goals have been established, the bidder Is required to complete and submit for 102115 with the bid documents. On all projects without DBE goals, the contractor must showthat affirmative action has been made to seek out and consider DBEs as potential subcontractors. Some projects may be listed in multiple proposals (as an individual project or part of a combined package of projects). The contracting authoritywill determine which combination of proposals produce the lowest bid for these projects. Minimum wage rates for all federal -aid projects have been predetermined by the U.S. Secretary of Labor and are set forth in the specifications. However, this does not apply to projects off the federal -aid highway system. All federal -aid projects are subject to the Contract Work Hours Standards Act, as amended (title I of Pub. L. 87-581, Aug. 13, 1962, 75 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 bidder shall be allowed a preference against a nonresident bidder from a state or foreign country which gives or requires a preference to bidders from that state or foreign country both on projects in which there are no federal funds involved. (,. b Prepared by: Jason Reichart, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319)356-5416 Resolution No. 20-2 Resolution awarding contract and authorizing the City Engineer to sign and the City Clerk to attest a contract for construction of the Burlington and Madison Intersection Improvements Project (NHSX-001-5(120)--3H-52). Whereas, Vieth Construction Corporation of Cedar Falls, Iowa, has submitted the lowest responsible bid of $1,561,739.50 for construction of the above -named project; and Whereas, funds for this project are available in the Burlington & Madison Intersection Improvements account # S3834; and Whereas, the City Engineer and City Manager are authorized to execute change orders according . to the City's Purchasing Policy as they may become necessary in the construction of the above - named project. 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 Vieth Construction Corporation, subject to the condition that awardee secure adequate bond and insurance certificates. 2. The City Engineer 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. Passed and approved this 7th day of January 2020 Attest: ' Y� J /a —3 D --/ % CityClerk City Attorneys Office It was moved by Mims and seconded by salih the Resolution be adopted, and upon roll call there were: Ayes: Nays: x x x x x x X Absent: Bergus Mims Salih Taylor Teague Thomas Weiner (0, G Prepared by: Jason Reichart, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)356-5436 Resolution No. 20-181 Resolution authorizing the City Engineer to sign change order #1 to the contract between Vieth Construction Corporation and the City of Iowa City for extra work on the 2020 Burlington & Madison Intersection Improvements. Whereas, the City entered into a contract on January 7, 2020 with Vieth Construction Corporation of Cedar Falls, Iowa; and Whereas, circumstances encountered during the construction of the project necessitated additional work beyond the original scope of the project as specified within the approved project plans and specifications; and Whereas, as a result of these changes in circumstances, staff has negotiated a change order that modifies the project scope, timeline, and budget necessitating City Council Approval in accordance with the Purchasing Policy; and Whereas, it is in the public interest to approve said negotiated change order with Vieth Construction Corporation; and Whereas, the Finance Director has reviewed the change order; and Whereas, funds for this project are available in the Annual Sewer Main Replacement account # V310; and Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: The attached change order hereto is in the public interest,, and is approved as to form and content. 2. The City Engineer is hereby authorized and directed to execute the attached Change order. Passed and approved this 4th day of August , 20 20 Aftest:J)".U, City Clerk A. Approved A - %L * City Attorney's Office (Sara Greenwood Hektoen — 08/04/2020) Resolution No. 20-181 Page 2 It was moved by salih adopted, and upon roll call there were: Ayes: and seconded by Weiner the Resolution be Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner 01OWADOT Form 831240 (08-18) CHANGE ORDER For Local Public Agency Projects Accounting ID No. (5-digit number):36455 Contract Work Type: PCC Pavement with HMA Resurfp Contractor: Vieth Construction Corporation No.: 1 Non -Substantial: ❑ Substantial: MX May 4, 2020 Administering Office Concurrence Date Project Number: NHSX-001-5(120)--3H-52 Local Public Agency: City of Iowa City Date Prepared: May 4, 2020 You are hereby authorized to make the following changes to the contract documents. A - Description of change to be made: DECREASE Item 0200 - Manhole, Sanitary Sewer, SW-301, 48 IN: 1 EACH 8001 ADD Item 8001 - Sanitary Sewer Replacement, Trenched, DIP, 24 IN: Perform work per Standard Specifications 2435 and 2504 for sanitary sewers, 2501 and 4167 for shoring, 2552 and 4119 for bedding and backfill, and per the attached plan sheet. Method of Measurement - Item will not be measured separately. Basis of Payment - Lump Sum. This payment is full compensation for all labor, equipment and materials needed to mobilize and complete the work as specified. B - Reason for change: 0200 - Manhole SSMH-1 will be set by the subcontractor as part of the work included in Item 8001. 8001 - While setting SSMH-2 the contractor discovered the inlet pipe elevation was lower than the outlet pipe elevation. The City cleaned and televised the sewer line and confirmed the pipe was not flowing correctly because of a severe sag. The City determined it would be best to replace this pipe as part of the project since the railroad tracks are currently removed and the contractor is replacing the manholes on the upstream and downstream ends of said pipe per the original contract. C - Settlement for cost(s) of change as follows with items addressed in Sections F and/or G: 0200 - Contract Unit Price 8001 - Agreed Lump Sum D - Justification for cost(s) (See I.M. 3.805, Attachment D, Chapter 2.36, for acceptable justification): 8001 - The City asked the Contractor to get estimates from multiple contractors to complete this work. This proved to be difficult as there are only a few local contractors capable of completing work of this nature, especially in the time frame given. Two quotes were collected for $230,253 (Maxwell Construction) and $238,160 (Dave Schmitt Construction). The Contractor asked a third contractor to submit an estimate, but never received a response. E - Contract time adjustment: ® No Working Days added ❑ Working Days added: Unknown at this time Justification for selection: Given the site constraints, type of construction required, and time frame given to complete this work, the City and the contractor agreed to suspend the charging of working days through Thursday May 21, 2020. This work is the controlling operation of work at this time. Page 1 of 3 C-4IOWABOT Form 831240 (08-18) F - Items included in contract: Accounting ID No.(5-digit number):36455 Change Order No.:1 Participating Federal- State- aid aid Line Number Item Description For deductions enter as "-x.xx" Unit Price Quantity Ax .xxx Amount .xx 0200. Manhole, Sanitary Sewer, SW-301, 48 IN $6,850.00 -1.000 -$6,850.00 :r Add Rowe I Delete Row. TOTAL-$6,850.00 G - Items not included in contract: Participating Federal- State- aid aid Change tion Item Number Item Description Number P For deductions enter as "-x.xx.. Unit Price Quantity xxx Amount xx 8001 2599-9999010 Sanitary Sewer Replacement, Trenched, DIP, 24 IN $1.00 230,253 $230,253.00 230,253 Add Row: `Delete Roriv TOTAL $230,253.00 Page 2 of 3 H. Signatures Signatures will be applied through DocExpress. Page 3 of 3 / - ------------- i---------------- - - - - - - - .. jROw _ (ROwr � (ROW' - 1 t CONSTRUCTION REVISIONS - REVISED EXISTING PIPE DIAMETERS / f E • ADDED NOTE TO REMOVE 10 LF OF SANITARY SEWER + SEWER LE ADDED NOTE 'REMOVE 6 REPLACE SANITARY I _ MANHOLE' N ST ET -� LEGEND _ REMOVE h RMLACE SMNRARY S Overhead Electric MANHOLE Gas Main Q Utility Duct 0 Steam Tunnel Proposed Sanitary W ROW - ,. - %t 0 RR Signal Mast Arm I / —1 650^ — z t SSMH — 1 e1N: 649.59 . STA. 5e+85.00, 20.45 L FL IN: 933.79. NW, 24: RIM: 660.1 _ 7 4 FL OUT' ".41, -SE, 24• W Z �r C)I REMOVE k REPL t REMOVE 10 P SANTARY SEWER SANRNiY SEWER srA: e1+1e.99, 7.50 RIM: 652. 650 640 � Utilities are not 630 Replace 63 LF of DIP shown to -scale 630 @ —0.08% 'Depth and location other utilities are approximate 9+00 10+00 11+00 19+00 20+00 21+00 ROAD DESIGN ` CADD . PRODUCED STATE OF IOWA FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001 -5(1 20)--3H-52 I SHEET NUMBER MA R LJIOWADOT Form 831240 (08-18) Accounting ID No. (5-digit number):36455 CHANGE ORDER For Local Public Agency Projects No.: 1 Non -Substantial: ❑ Substantial: Contract Work Type:PCC Pavement with HMA Resurfp May 4, 2020 Administering Office Concurrence Date Project Number: NHSX-001-5(120)--3H-52 Local Public Agency: City of Iowa City Contractor: Vieth Construction Corporation Date Prepared: May 4, 2020 You are hereby authorized to make the following changes to the contract documents. A - Description of change to be made: DECREASE Item 0200 - Manhole, Sanitary Sewer, SW-301, 48 IN: 1 EACH 8001 ADD Item 8001 - Sanitary Sewer Replacement, Trenched, DIP, 24 IN: Perform work per Standard Specifications 2435 and 2504 for sanitary sewers, 2501 and 4167 for shoring, 2552 and 4119 for bedding and backfill, and per the attached plan sheet. Method of Measurement - Item will not be measured separately. Basis of Payment - Lump Sum. This payment is full compensation for all labor, equipment and materials needed to mobilize and complete the work as specified. B - Reason for change: 0200 - Manhole SSMH-1 will be set by the subcontractor as part of the work included in Item 8001. 8001 - While setting SSMH-2 the contractor discovered the inlet pipe elevation was lower than the outlet pipe elevation. The City cleaned and televised the sewer line and confirmed the pipe was not flowing correctly because of a severe sag. The City determined it would be best to replace this pipe as part of the project since the railroad tracks are currently removed and the contractor is replacing the manholes on the upstream and downstream ends of said pipe per the original contract. C - Settlement for cost(s) of change as follows with items addressed in Sections F and/or G: 0200 - Contract Unit Price 8001 - Agreed Lump Sum cy D - Justification for cost(s) (See I.M. 3.805, Attachment D, Chapter 2.36, for acceptable justification): I 8001 - The City asked the Contractor to get estimates from multiple contractors to complete this work. This proved to be difficult as there are only a few local contractors capable of completing work of this nature, especially in the time frame :given. Two quotes were collected for $230,253 (Maxwell Construction) and $238,160 (Dave Schmitt Construction). The Contractor asked a third contractor to submit an estimate, but never received a response. E - Contract time adjustment: ® No Working Days added Working Days added: Unknown at this time Justification for selection: Given the site constraints, type of construction required, and time frame given to complete this work, the City and the contractor agreed to suspend the charging of working days through Thursday May 21, 2020. This work is the controlling operation of work at this time. Page 1 of 3 J10WA00T Form 831240 (08-18) F - Items included in contract: Accounting ID No.(5-digit number):36455 Change Order No.:1 Participating For deductions enter as "-x.xx" Federal- aid State- aid Line Number Item Description Unit Price xx Quantity xxx Amount Ax 0200 Manhole, Sanitary Sewer, SW-301, 48 IN $6,850.00 -1.000 -$6,850.00 Add Row Delete Row TOTAL-$6,850.00 G - Items not included in contract: Participating For deductions enter as -x.xx" Federal- aid State- aid Change Number Item Number Item Description Unit Price .xx Quantity .xxx Amount Ax 8001 2599-9999010 Sanitary Sewer Replacement, Trenched, DIP, 24 IN $1.00 230,253 $230,253.00 230,253 Add Row I IDelete Row TOTAL $230,253.00 -1 C-) cl�D .„ r-- r ,^7 Page 2 of 3 H. Signatures I Signatures will be applied through DocExpress. Page 3 of 3 ----- ------ 11 r �. t -- Row)--"------T�(Row. _ __.Z. __ _ _- _ _ - _ i r _ • T. - - -- -- -- - G -� - - REMOVE 10 REMOVE & REPLACE CONSTRUCTION REVISIONS 1 ... �� • REVISED EXISTWG PIPE DIAMETERS i i • . P SANITARY SEWER SANITARY SEWER (Fw,1 REMOVE &REPLACE , , �. sF �. • SEEDER NOTE TO REMOVE IO LF OF SANITARY SANITARY SEWER ! + MANHOLE - _ y "�� • ADDED NOTE "REMOVE & REPLACE SANITARY _ I� i"C: 6,, MANHOLE" I ._ gURLINGTON STIR 0 , �r LEGEND REMOVE &. R _ - SANITARv sEWs Overhead Electric MANHOLE 7 _ A 7 Gas Main t ' - -- -,IJ Cn 6 ra-'' -�-I --' �'• r ��-_ 0 Utility Duct El Steam Tunnel Proposed Sanitary Tw o r„ _- RR Signal Mast Arm _ - JJMl1 - J STA 61+18.99, 7.50 L RIM: 652.15 SSMH — 2 650 � SSMH — i IM: 649.59 STA: 56+85.09. 20.45 L FL IN: 633.79, NW, 24' RIM: 650.1 FL OUT: 633. 24' FL IN: 644.10, N, 24 _ FL OUT: 634.41, SE, 24' 640 1 ' Utilities are not 63o shown to -scale 630 Replace 63 LF of DIP @ -0.08% "Depth and location other utilities are approximate 9+00 10+00 11+00 19+00 20+00 21+00 ROAD DESIGN • CADD • PRODUCED STATE OF IOWA FHWA REGION 7 1 FISCAL YEAR 2019 JOHNSON COUNTY PROJECT NUMBER NHSX-001-5(120)--3H-52 SHEET NUMBER M.4 R Doc Express Document Signing History Contract: 52-0015-120 Document: CO 01 This document is in the process of being signed by all required signatories using the Doc Express service. Following are the signatures that have occurred so far. Date Signed B Alex Weber 08/14/2020 Vieth Construction Electronic Signature (Approved by Contractor (Optional)) Jason Havel 08/ 14/2020 City of Iowa City - Iowa Electronic Signature (Recommended by Engineer / Approved) Kent Ellis 08/27/2020 Iowa Local Systems Electronic Signature (Approved by Administering Office or designee) (Approved by FHWA (when applicable)) _. - L_7 - j r Prepared by: Jason Reichart, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)356-5436 Resolution No. 21-104 Resolution authorizing contract reimbursing CRANDIC for work performed on the Burlington and Madison Intersection Improvements Project. Whereas, the City entered into an agreement on September 26, 2019 with Cedar Rapids and Iowa City Railway Company (CRANDIC) to construct public improvements on railroad right-of-way as part of the Burlington and Madison Intersection Improvements Project; and Whereas, public improvements included at grade railroad crossing improvements to be completed by CRANDIC and paid for by the City in conjunction with the project; and Whereas, reimbursement was negotiated as part of the original agreement with the cost of CRANDIC's work being estimated at $131,583.41; and Whereas, during construction, extensive sanitary sewer repairs required the removal and replacement of additional railroad infrastructure thereby expanding the scope of services provided by CRANDIC; and Whereas, due to this additional work, the cost of improvements is now $181,422.75; and Whereas, the current purchasing policy requires expenditures exceeding $150,000 to be authorized by the City Council; and Whereas, funds for this project are available in the Burlington & Madison Intersection Improvements account #53834; and Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The contract reimbursing CRANDIC for their work on the above -named project is authorized at $181,422.75. 2. The City Engineer and City Attorney are authorized to take whatever reasonable steps are necessary to effectuate the contract and reimbursement. Passed and approved this 20th day of April , 2021. M or Appr by Attest: City Clerk City ttorney's Office (Eric Goers - 04/15/2021) Prepared by: Jason Reichart, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)356-5436 Resolution No. 21-129 Resolution correcting the final contract amount reimbursing CRANDIC for work performed on the Burlington and Madison Intersection Improvements Project. Whereas, the City entered into an agreement on September 26, 2019 with Cedar Rapids and Iowa City Railway Company (CRANDIC) to construct public improvements on railroad right-of-way as part of the Burlington and Madison Intersection Improvements Project; and Whereas, reimbursement for this work was approved by Resolution No. 21-104 but the final reimbursement amount was inaccurately stated therein; and Whereas, the final reimbursement amount is $187,422.75; and Whereas, this resolution is to correct the final reimbursement amount; and Whereas, funds for this project are available in the Burlington & Madison Intersection Improvements account #S3834; and Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The final reimbursement amount of $187,422.75 is approved. Passed and approved this 18th day of May , 2021. WE TO".1 Attest: Y -I 0,UkA4-AZ-\_ CityClerk City orn s ice — 05/13/2021 It was moved by Tho as, seconded.b Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague X Thomas x Weiner ENGINEER'S REPORT January 12, 2025 i r I 't N a-14"P CITY OF IOWA CITY UNESCO CITY OF LITERATURE 410 East Washington Street Iowa City, Iowa 52240-1826 319-356-5000 1 www.icgov.org City Clerk Iowa City, Iowa Re: Burlington and Madison Intersection Improvements Project [NHSX-001-5(120)--3H-52] Dear City Clerk: I hereby certify that the construction of the Burlington and Madison Intersection Improvements Project has been completed by Vieth Construction Corporation of Cedar Falls, Iowa in substantial accordance with the plans and specifications prepared by Anderson -Bogert. The project was bid as a unit price contract and the final contract price is $ 1,802,161.67. There were three (3) change or extra work orders for the project as described below: Change Order Description Net Contract Change 1. Additional sanitary sewer main replacement $ 230,253.00 2. Utility vault modifications, video detection for the new traffic signal at the Burlington Street and Madison Street intersection and storm sewer and water main adjustments $ 84,551.10 3. Quantity adjustments ($ 26,916.85) TOTAL $ 287,887.25 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer 5,J Prepared by: Scott Sovers, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5142 Resolution No. 25-20 Resolution accepting the work for the Burlington and Madison Intersection Improvements Project [NHSX-001-5(120)-3H-52] Whereas, the Engineering Division has recommended that the work for construction of the Burlington and Madison Intersection Improvements Project, as included in a contract between the City of Iowa City and Vieth Construction Corporation of Cedar Falls, Iowa, dated February 17, 2020, 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 Burlington & Madison Intersection Improvements account # S3834; and Whereas, the final contract price is $1,802,161.67. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 21st day of January , 2025 1. Mayor Attest: )✓, U--.P IJ�c Lt City Clerk It was moved by Moe and seconded by adopted, and upon roll call there were: Ayes: x Nays: Approved by Z11;7 . , - City Attor y s Office (Eric Bigley— 01/14/2025) salih the Resolution be Absent: Alter Bergus Vacant Harmsen Moe Salih Teague