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HomeMy WebLinkAboutASPHALT RESURFACING 2018 - US HWY 6 (N RIVERSIDE DR) ROCKY SHORE TO STURGIS CORNER ASPHALT RESURFACING 2018 - US HWY 6 (N RIVERSIDE DR) ROCKY SHORE TO STURGIS CORNER 17-Apr-2018 Plans, Specs, opinion of cost. 17-Apr-2018 Res 18-110, setting a public hearing. 24-Apr-2018 Notice of public hearing 1-May-2018 Res 18-128 approving plans, specs, form of agreement, estimate of cost 2-May-2018 Notice to bidders 29-May-2018 Res 18-158, awarding contract (LL Pelling Company) 20-Jun-2018 Form of Agreement,Addendum #1 and attachments 04-Nov-2021 Engineer's Report 23-Nov-2021 Performance, payment and maintenance bond 16-Nov-2021 Res 21-279, accepting the work FILED 8 APR 11 PM3: 31 4, TY CLERK 1. 1 .771""M4.411i1°4Lrl , 71, „,..1511PWL-4-1' CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE ASPHALT RESURFACING 2018 - US HWY 6 (N. RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE IOWA CITY, IOWA I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. SIGNED: DATE: Dave A. Panos, P.E. City Engineer Iowa Reg. No. 15579 My license renewal date is December 31, 2018. SPECIFICATIONS TABLE OF CONTENTS FILED TITLE SHEET 2OI8 APR 17 PM 3: 37 TABLE OF CONTENTS CITY ) IIRI NOTICE TO BIDDERS ! W\ CI �` ICVIA NOTE TO BIDDERS NB-1 FORM OF PROPOSAL FP-1 BID BOND BB-1 FORM OF AGREEMENT AG-1 PERFORMANCE AND PAYMENT BOND PB-1 CONTRACT COMPLIANCE (ANTI-DISCRIMINATION REQUIREMENTS) CC-1 WAGE THEFT POLICY WT-1 GENERAL CONDITIONS GC-1 SUPPLEMENTARY CONDITIONS SC-1 BIDDER STATUS FORM BF-1 TARGETED SMALL BUSINESS TSB-1 TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS Section 01010 Summary of the Work 01010-1 Section 01025 Measurement and Payment 01025-1 Section 01310 Progress and Schedules 01310-1 Section 01570 Traffic Control and Construction Facilities 01570-1 DIVISION 2 - SITE WORK Section 02050 Demolitions, Removals and Abandonments 02050-1 Section 02100 Site Preparation 02100-1 Section 02220 Earth Excavation, Backfill, Fill and Grading 02220-1 Section 02270 Slope Protection and Erosion Control 02270-1 Section 02510 Asphalt Cement Concrete Paving 02510-1 Section 02520 Portland Cement Concrete Paving 02520-1 Section 02524 Curb Ramps 02524-1 Section 02700 Sewers 02700-1 Section 09010 Seeding 09010-1 SS-15006 Hot Mix Asphalt Interlayer SS-15006 SS-8010 Traffic Signal SS-8010-1 APPENDIX Iowa Department of Transportation Design Manual Chapter 12A-2: Sidewalks and Bicycle Facilities Accessible Sidewalk Requirements, Dated 7-17-14 NOTICE TO BIDDERS ASPHALT RESURFACING 2018—HWY 6 (RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER CM E D Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 23RD day of May 2018. Sealed proposals will * WI innlied7 thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returngdTi'6 eliueEtOsir unopened. Proposals will be acted upon by the City Council at a meetirigYt G T Fd n>fh+e Emma J. Harvat Hall at 7:00 P.M. on the 29th day of May 2018, or at special meeting called for that purpose. The Project will involve pcc street patching, storm sewer intake top replacement, asphalt pavement milling and hot mix asphalt resurfacing, ADA curb ramp replacement, new traffic signal, watermain, storm intakes, 9" pcc pavement widening, manhole adjustments. This work will include the following estimated quantities: 9,613 tons of asphalt cement concrete, 22,779 sq. yards of pavement milling, 2,321 sq. yards of pcc patching, 1,401 feet of pcc curb and gutter replacement, 573 sq. yards of pcc sidewalk, 37 storm sewer intake top replacement, 5 storm sewer intakes, 86 feet guardrail, traffic signal with controller, 226 feet water main, 1095 sq. yards 9" pcc paving, 31 manhole adjustments, 500 sta. pavement markings, traffic control, and other related work. All work is to be done in strict compliance with the plans and specifications prepared by the City of Iowa City, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a bond in an amount equal to one hun- dred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of Two (2) year(s) from and after its completion and formal acceptance by the City Council. AF-1 The following limitations shall apply to this Project:Overall Project: FILED Start: June 18, 2018 Working Days: 90 days 2018 APR 17 PM 3: 37 Liquidated Damages: $500 per day CITY CLERK Myrtle Avenue Intersection: IOWA CITY, IOWA Myrtle Avenue critical closure late start: July 9, 2018 Myrtle Avenue critical closure period: 60 days Myrtle Avenue critical closure incentive/disincentive: $1,000 per day Maximum Incentive: $10,000 Maximum Disincentive: None The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Rapids Reproductions/Technographics of Iowa City located at 415 Highland Ave Suite 100, by bona fide bidders. A $25.00 fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The fee is refundable if returned within 14 days of award of the project by City Council in re-usable condition. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE K. FRUEHLING, CITY CLERK AF-2 NOTE TO BIDDERS FILE D 1. The successful bidder and all subcontractors are required Actirimrpt Ms124 gys prior to award three references involving similar projects, including at least o municipal reference. Award of the bid or use of specific subcontractorelfi WyateskIvied if sufficient favorable references are not verified or may be denied! d;ONVi 1 eecperience on projects with the City of Iowa City. 2. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. 3. Bid submittals are: Envelope 1: Bid Bond and Bidder Status Form Envelope 2: Form of Proposal NB-1 FORM OF PROPOSAL ASPHALT RESURFACING 2018 PROJECT US HWY 6 (RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CON- TAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder Address of Bidder TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda , and , and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. c� m C7 _ a> w CO FP-1 SCHEDULE OF PRICES ASPHALT RESURFACING 2018- US HWY 6(RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE ITEM NO. ITEM CODE ITEM DESCRIPTION UNIT TOTAL UNIT PRICE EXTENDED TOTAL 1 2102-0425071 SPECIAL BACKFILL,PATCH REPAIR CY 1,657.80 2 2101-0850001 CLEARING AND GRUBBING LS 1.00 3 2102-2710070 EXCAVATION,CL 10,RDWY+BORROW CY 557.00 4 2015-8425005 TOPSOIL,FURNISH AND SPREAD CY 100.00 5 2105-8425015 TOPSOIL,STRIP,SALVAGE AND SPREAD CY 183.00 6 2115-0100000 MODIFIED SUBBASE CY 488.80 7 2212-0475095 CLEAN+PREPARATION OF BASE MILE 2.01 8 2212-5075001 HMA SURF PATCH TON 335.41 9 2213-6745500 RMVL OF CURB LF 1,201.75 10 2214-5145150 PAV'T,SCARIFICATION SY 22,779.40 11 2301-1003080 STD/S-F PCC PAV'T,CM-C CL 3,9" SY 1,095.00 12 2301-6911722 PORTLAND CEMENT CONCRETE SAMPLES LS 1.00 13 2301-4874006 MEDIAN,DOWELLED PCC,9.5" SY 163.00 14 2301-8255550 DRIVEWAY SURFACE PREPARATION SY 73.00 15 2303-0001000 HMA WEDGE/LEVEL/STRENGTH TON 1,673.05 16 2303-0002380 HMA INTERLAYER BASE,3/8" TON 3,628.09 17 2303-1051500 HMA VT BASE,1/2" TON 661.89 18 2303-1053503 HMA VT SURF,1/2",FRIC L-3 TON 7,279.86 19 2303-1258285 ASPH BINDER,PG 58-28V TON 593.99 20 2303-1258346 ASPH BINDER,PG 58-34E TON 200.77 21 2303-6911000 HMA PAV'T SAMPLE LS 1.00 22 2401-6750001 REMOVALS,AS PER PLAN LS 1.00 23 2416-0100018 APRONS,CONCRETE,18 IN.DIA. EA 1.00 24 2431-0000100 MODULAR BLOCK RETAINING WALL SF 53.00 25 2435-0250704 INTAKE,SW-507,TOP AND THROAT ONLY EA 23.00 26 2435-0250714 INTAKE,SW-507 MODIFIED,TOP AND THROAT ONLY EA 1.00 27 2435-0250804 INTAKE,SW-508,TOP AND THROAT ONLY EA 2.00 28 2435-0250900 INTAKE,SW-509 EA 1.00 29 2435-0250904 INTAKE,SW-509,TOP AND THROAT ONLY EA 4.00 © dp rj 30 2435-0251004 INTAKE,SW-510,TOP AND THROAT EA 2.00 ' n 7 >-4 20 - 31 2435-0254100 INTAKE,SW-541 EA 1.00 e,.{ �n32 2435-0254200 INTAKE EXTENSION UNIT,SW-542 EA 1.00 �,.�r� :< ; 'v ' t , 33 2435-0254500 INTAKE,SW-545 EA 4.00 --- 3 - CJ 2.3 170 34 2435-0254514 INTAKE,SW-545 MODIFIED,TOP AND THROAT ONLY EA 3.00 w 35 2435-0600010 MANHOLE ADJUSTMENT-MINOR EA 11.00 CO 36 2435-0600020 MANHOLE ADJUSTMENT,MAJOR EA 31.00 37 2435-0600110 INTAKE ADJUSTMENT,MINOR-THROAT RECONSTRUCTION ONLY EA 10.00 38 2502-8213206 SUBDRAIN,LONGITUDINAL,61N.DIA. LF 999.00 FP-1 SCHEDULE OF PRICES ASPHALT RESURFACING 2018-US HWY 6(RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE ITEM NO. ITEM CODE ITEM DESCRIPTION UNIT TOTAL UNIT PRICE EXTENDED TOTAL 39 2502-8221303 SUBDRAIN OUTLET,DR-303 EA 4.00 40 2599-9999905 SUBDRAIN CLEANOUT,61N,TYPE A-1 EA 4.00 41 2503-0114218 STORM SWR G-MAIN,TRENCHED,RCP 2000D,(CLASS III),18 IN. LF 323.00 42 2503-0200341 STORM SEWER ABANDONMENT,FILL AND PLUG,LESS THAN 36 IN DIA LF 247.00 43 2505-4008120 RMVL OF STEEL BEAM GRAIL LF 86.00 44 2505-4008300 STEEL BEAM GRAIL LF 25.00 45 2505-4021020 STEEL BEAM GRAIL END ANCHOR,W-BEAM EA 1.00 46 2505-4021720 STEEL BEAM GRAIL TGNT END TERM,BA-205 EA 1.00 47 2507-6800061 REVETMENT,CLASS E TON 50.00 48 2510-6745030 REMOVAL OF PAVEMENT SY 626.10 49 2510-6745851 RMVL OF PAV'T,MEDIAN SY 1,409.00 50 2510-6745900 RMVL OF SIDEWALK SY 439.80 51 2510-6750600 RMVL OF INTAKE+UTILITY ACCESS EA 4.00 52 2511-7526004 SIDEWALK,PCC,4" SY 158.10 53 2511-7526006 SIDEWALK,PCC,6" SY 415.80 54 2511-7528101 DETECTABLE WARNING,CAST IRON,BRICK RED SF 214.00 55 2512-1725206 CURB+GUTTER,PCC,2.5' LF 1,523.90 56 2515-2475006 DRIVEWAY,PCC,6" SY 122.00 57 2515-6745600 RMVL OF PAVED DRIVEWAY SY 264.30 58 2518-6910000 SAFETY CLOSURE EA 2.00 59 2523-0000200 ELECTRICAL CIRCUITS LF 750.00 60 2523-0000305 RMV HANDHOLE EA 2.00 61 2523-0000310 HANDHOLE EA 4.00 62 2523-0000400 CONTROL CABINET EA 1.00 63 2523-6765009 RMV+REINSTALL LIGHT POLE+LUMINAIRE EA 2.00 64 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EA 4.00 65 2524-6765110 REMOVAL OF TYPE A SIGNS EA 6.00 N 66 2524-9265010 POST,STEEL 1.751N X 1.751N SQUARE STEEL TUBE POST EA 6.00 49 67 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR EA 4.00 1 � • i 68 2524-9276024 PERFORATED SQUATE STEEL TUBE POST ANCHOR,BREAK-AWAY CONC EA 2.00 !.,..-) 2 69 2524-9325001 TYPE A SIGN,SHEET ALUM SF 18.75 J 70 2525-0000100 TRAFFIC SIGNALIZATION LS 1.00 -p rn 71 2526-8285000 CONSTRUCTION SURVEY LS 1.00 72 2527-9263109 PAINTED PAV'T MARK,WATERBORNE/SOLVENT STA 498.82 'j7. CJO CO 73 2527-9263137 PAINTED SYMBOL+LEGEND,WATERBORNE/SOLVNT EA 41.00 74 2527-9263180 PAV'T MARK RMVD STA 13.40 75 2528-8400048 TEMPORARY BARRIER RAIL,CONCRETE LF 44.00 76 2528-8445110 TRAFFIC CONTROL LS 1.00 FP-2 SCHEDULE OF PRICES ASPHALT RESURFACING 2018- US HWY 6(RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE ITEM NO. ITEM CODE ITEM DESCRIPTION UNIT TOTAL UNIT PRICE EXTENDED TOTAL 77 2528-8445113 FLAGGER DAY 141.00 78 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) EA 2.00 79 2529-2242304 CD JOINT ASSEMBLY EA 14.00 80 2529-2242320 CT JOINT EA 4.00 81 2529-5070111 PATCH,PCC,FULL-DEPTH FINISH,BY AREA SY 2,312.80 82 2529-5070120 PATCH,PCC,FULL-DEPTH FINISH,BY COUNT EA 167.00 83 2529-8174010 SUBGRADE PREPARATION,12" SY 368.40 84 2533-4980005 MOBILIZATION LS 1.00 85 2554-0112012 WATER MAIN,DIP,12 IN. LF 113.00 86 2554-0112016 WATER MAIN,DIP,16 IN. LF 103.00 87 2554-0203000 FITTINGS BY WEIGHT,DUCTILE IRON LB 1,518.00 88 2554-0207012 VALVE,GATE,DIP,12 IN. EA 5.00 89 2554-0207016 VALVE,GATE,DIP,16 IN. EA 2.00 90 2554-0210020 WATER VALVE BOX EXTENSION EA 5.00 91 2554-0210201 FIRE HYDRANT ASSEMBLY,WM-201 EA 1.00 92 2599-9999009 INSULATING WATER MAIN LF 50.00 93 2559-9999010 REMOVAL OF WATER MAIN LF 213.00 94 2595-0005115 RAILROAD PROTECTIVE LIABILITY INSURANCE FOR CRANDIC,INC LS 1.00 95 2601-2636041 SEEDING AND FERTILIZING(TEMPORARY) ACRE 0.20 96 2601-2636044 SEED+FERTILIZE(URBAN) ACRE 0.20 97 2601-2638352 SLOPE PROTECTION,WOOD EXCELSIOR SY 315.00 98 2602-0000309 PERIMETER+SLOPE SEDIMENT CNTL DEVICE,9" LF 200.00 99 2602-0000350 RMVL OF PERIMETER+SLOPE SEDIMNT CNTL DEVLF LF 200.00 100 2601-2643110 WATER-SOD/SPEC DITCH CNTL/SLOPE PROTECT MGAL 20.00 101 2602-0000020 SILT FENCE LF 685.00 102 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 685.00 TOTAL BID PRICE ra 0 vCsain -_+ ; __ �-� — r m rn x w w co FP-3 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: Name: Type of Work: Appx $Amnt: NOTE: All subcontractors are subject to approval by City. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the "Contract Documents" and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the "Contract Documents" prepared by the City of Iowa City, the more specific shall prevail. Firm: Signature: Printed Name: Title: Address: Phone: ..r Contact: a' y. .471 D-4 21 AMMO rn 5,3 D CO FP-4 BID BOND as Principal, and ���� r.1 , ow as Surety declare that we are held and are firmly bound unto the City of i , a, hereinafter called "OWNER," in the sum of 2018 APR ! 7 PM 3: 38 Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these o � �caj our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this day of , A.D., 20_ (Seal) Witness Principal By (Title) (Seal) Surety By Witness (Attorney-in-fact) Attach Power-of-Attorney BB-1 FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of IIoo w aCitoIowa ("City"), and ("Contractbi'T WHEREAS the City has prepared certain Plans, Specifications, PrVOir,*(11?Cc aat 38 dated the day of , 20 , for the °,l 1 Y CLERK iO\ A Project ("Project"), and WHEREAS, Contractor submitted a bid on the Project described in said Plans, Specifications, Proposal and Contract; and WHEREAS, the parties hereto now wish to enter into this agreement for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Form of Proposal including the total extended amount of $ which sums are incorporated herein by this reference. 2. This Agreement consists of the following additional component parts which are incorporated herein by reference: a. Addenda Numbers , attached hereto; b. "Standard Specifications for Highway and Bridge Construction," Series of 2015, Iowa Department of Transportation, as amended; c. Plans; d. Technical Specifications and Supplementary Conditions; e. Performance and Payment Bond; f. Contractor's Completed Bidder Status Form; attached hereto; g. Contractor's Completed Assurance of Contract Compliance Program (Anti- Discrimination Requirements), attached hereto; h. Completed Form of Proposal; and This Instrument. AG-1 The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall revvaail. 3. The names of subcontractors acknowledged by City, to etl quantities, unit prices, and extended dollar amounts, are as follows 2*SIPaRnla attaa ent): Name: Quantity: nt:Unit Price: CITY C!!Er 0 CITY, f 'p DATED this day of , 20 City Contractor By By Mayor (Title) ATTEST: ATTEST: (Title) City Clerk (Company Official) Approved By: City Attorney's Office AG-2 PERFORMANCE AND PAYMENT BOND FILED , as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and 2018 APR 11 PM 3: 38 (insert the legal title of the SLtrety) , aT! k�n�ir t r called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter called the Owner, in the amount of Dollars ($ ) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of , entered into a (date) written Agreement with Owner for Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by , which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient PB-1 funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph,tneE De total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amout`nneIl 1 d 3by39Owner to Contractor. C1jY CLERK C. The Contractor and Contractor's Surety shall be obligatdelkAWee YtI provements covered by this bond in good repair for a period of Two (2) years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS DAY OF 20 IN THE PRESENCE OF: (Principal) Witness (Title) (Surety) Witness (Title) (Street) (City, State, Zip) (Phone) PB-2 FILED 2018 APR 17 PM 3: 39 CITY CLERK IpWq CITY. IOYlR Contract Compliance Program 011:14111.1111N � r 01141111 I I I 10011111141,70 1141;111/4171140 021 111",11.61.01W CITY OF IOWA CITY SECTION I - GENERAL POLICY STATEMEFTI L E D It is the policy of the City of Iowa City to require equal employment op ortunit ..�� Cll't�YY tract work. This policy prohibits discrimination by the City's contractors, consultaRIM veridoRlar d wires them to ensure that applicants seeking employment with them and their e •• • e treated equally without regard to race, color, creed, religion, national origin, sex, gel ; Ad- yr I orientation, disability, marital status, and age. " It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: 1. All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC-2 and CC-3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. mgr\asst\contractcompliance.doc CC-1 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory EquErplgmnent Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO201t1pREICIECFIRIQN3t0F THE CONTRACT. CITY CLERK With respect to the performance of this contract, the contractor, consultantrW. efidc&r'agreeV,as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) 1. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone number Address 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. mgr\asst\contractcompliance.doc CC-2 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? FILED 2010 APR 17 PM 3: 39 CITY CLERK IOWA CITY, IOWA The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date mgr\asst\contractcompliance.doc CC-3 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES 1. COMPANY POLICY FILED Determine your company's policy regarding equal employment opp. p?cr ;ttgq policy and post it in a conspicuous place so that it is known to all your employ " ' e}more, disseminate the policy to all potential sources of employees and to your subcontractors tetitnig i operation. The policy statement should recognize and accept your responsibility tovErgippyftgrkemployment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non-biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. 12/01 mgr\asst\contractcompliance.doc CC-4 Attached for your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. 0 CZ) CO :— 7"< f— ro r 'e -b -� ca w CC-5 2-3-1 : EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, promote or refer for employment, or to otherwise discriminate in employment against any other person or to discharge any employee because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 03-4105, 12-16- 2003) B. It shall be unlawful for any labor organization to refuse to admit to membership, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprenticeship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or training because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such applicant or member. C. It shall be unlawful for any employer, employment agency, labor organization or the employees or members thereof to directly or indirectly advertise or in any other manner indicate or publicize that individuals are unwelcome, objectionable or not solicited for employment or membership because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) D. Employment policies relating to pregnancy and childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy is a prima facie violation of this title. 2. Disabilities caused or contributed to by the employee's pregnancy, miscarriage, childbirth and recovery therefrom are, for all job related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurance or sick leave plan available in connection with employment or any written or unwritten employment policies and practices involving terms and conditions of employment as applied to other temporary disabilities. E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or prospective employee a test for the presence of the antibody to the human immunodeficiency virus. An agreement between an employer, employment agency, labor organization or their employees, agents or members and an employee or prospective employee concerning employment, pay or benefits to an employee or prospectivegAnployee in return for taking a test for the presence of the antibody to the human imninodefitiencyn virus, is prohibited. The prohibitions of this subsection do not apply if the staff? v epidemiologist determines and the director of public health declares througt uatiol-- of guidelines established by the center for disease control of the United Steilepettmefit of health and human services, that a person with a condition related to acgvitrl irnfounen1 deficiency syndrome poses a significant risk of transmission of the human 52 C7 immunodeficiency virus to other persons in a specific occupation. E2 w w F. The following are exempted from the provisions of this section: CC-6 1. Any bona fide religious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifications are related to a bona fide religious purpose. A religious qualification for instructional personnel or an administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or religious institution shall be presumed to be a bona fide occupational qualification. (Ord. 94-3647, 11-8-1994) 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such employment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. (Ord. 94-3647, 11-8-1994) 5. The employment on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 6. A state or federal program designed to benefit a specific age classification which serves a bona fide public purpose. (Ord. 94-3647, 11-8-1994) 7. The employment on the basis of disability in those certain instances where presence of disability is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 8. Any employer who regularly employs less than four (4) individuals. For purposes of this section, individuals who are members of the employer's family shall not be counted as employees. (Ord. 08-4312, 8-11-2008) 0 cxr con J rn -o to w � w CC-7 SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, national origin, gender identity, marital status, race, religion, sex, or sexual orientation. The anti-discrimination policy extends to decisions involving hiring, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Further, this Company and its employees will provide a working environment free from such discrimination. All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. The Equal Employment Opportunity Officer for the is: Name: Address: Telephone Number: NOTE: This is a SAMPLE ONLY. You may wish to confer with your EEO officer or legal counsel to formulate a policy which specifically meets the needs of your company. CDco b rn = 0 yT w .13 CC-8 CITY OF IOWA CITY WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25%of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5)years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter"Wage Theft Policy") I. Application. The Wage Theft Policy applies to the following: a. Contracts in excess of$25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistance provided by the City of Iowa City that is not required by law. II. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. Ill. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after the award, such violation shall constitute a default under the contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have been taken: a. There has been a bona fide change in ownership or control of the ineligible person or entity; b. Disciplinary action has been taken against the individual(s) responsible for the acts giving rise to the violation(s); ,a c= . co c. Remedial action has been taken to prevent a recurrence of the acts giving rise ii4trilp dilqualifin or default; sommilt MOW r. or m d. Other factors that the person or entity believes are relevant. __ 3 Q The City Manager or Designee shall review the documentation submitted, make any inquii es deetaad necessary, request additional documentation if warranted and determine whether a reduction in the ineligib ity period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. WT-1 WAGE THEFT AFFIDAVIT STATE OF ) ss: COUNTY , upon being duly sworn, state as follows: 1. I am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither [contracting entity] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature This instrument was acknowledged before me by on , 20_ C2 o Notary Public in and for the StVe f A, -11 D ..... rn = m o w 0 3> WT-2 GENERAL CONDITIONS Division 11, General Requirements and Covenants of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2015, as amended, shall apply except as amended in the Supplementary Conditions. N ca' D--1 MNIUMIN —<r � m Fri Z v w w uD GC-1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 Definitions S-2 Limitations of Operations S-3 Insurance S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others S-6 Compliance with OSHA Regulations S-7 Employment Practices S-8 Contract Compliance Program (Anti-Discrimination Requirements) S-9 Wage Theft Policy S-10 Measurement and Payment S-11 Taxes S-12 Construction Stakes S-13 Bidder Status Form Caption and Introductory Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2015, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S-1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY," "DEPARTMENT OF TRANSPORTATION," or "COUNTY" shall mean the CITY. "IDOT STANDARD SPECIFICATIONS" shall mean the Iowa Departmenaf Transportation "Standard Specifications for Highway and Bridge Construction," S2 of 01574 amended. --- r S-2 LIMITATIONS OF OPERATIONS. :<irn -v m Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATI;E31 : w w SC-1 Except for such work as may be required to properly maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. S-3 INSURANCE. A. CERTIFICATE OF INSURANCE; CANCELLATION OR MODIFICATION 1. Before commencing work, the Contractor shall submit to the City for approval a Certificate of Insurance, meeting the requirements specified herein, to be in effect for the full contract period. The name, address and phone number of the insurance company and agent must accompany the certificate. The liability limits required hereunder must apply to this Project only. 2. The Contractor shall notify the City in writing at least thirty (30) calendar days prior to any change or cancellation of said policy or policies. 3. Cancellation or modification of said policy or policies shall be considered just cause for the City of Iowa City to immediately cancel the contract and/or to halt work on the contract, and to withhold payment for any work performed on the contract. B. MINIMUM COVERAGE Any policy or policies of insurance purchased by the Contractor to satisfy his/her responsibilities under this contract shall include contractual liability coverage, and shall be in the following type and minimum amounts: Type of Coverage Comprehensive General Liability Each Occurrence Aggregate Bodily Injury & Property Damage* $1,000,000 $2,000,000 Automobile Liability Combined Single Limit Bodily Injury& Property Damage $1,000,000 Excess Liability $1,000,000 $1,000,000 Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. *Property Damage liability insurance must provide explosion, collapse and underground coverage when determined by City to be applicable. The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best. N C, co rg m SC-2 In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 1. The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy and on the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction by virtue of investigation or defense costs incurred by Contractor's insurer. 2. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. 3. If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. 4. The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims-made" insurance coverage, then the Contractor must comply with the following requirements: a. If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. b. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. c. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. d. "Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces. 5. The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in,,cpmpliance with the requirements herein provided, and on that basis to either atard thitontract to the next low bidder, or declare a default and pursue any and all re iOieecavailat 1 to the City. ---4 '� rr c7-C r- M emewx w 1 SC-3 6. In the event that any of the policies of insurance or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, or in the event that Contractor incurs liability losses, either due to activities under this Contract, or due to other activities not under this Contract but covered by the same insurance, and such losses reduce the aggregate limits of Contractor's liability insurance below the limits required hereunder, then in that event the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. 7. In the event that any of the policies or insurance coverage identified on Contractor's Certificate of Insurance are canceled or modified, the City may in its discretion either suspend Contractor's operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. C. HOLD HARMLESS 1. The Contractor shall indemnify, defend and hold harmless the City of Iowa City and its officers, employees, and agents from any and all liability, loss, cost, damage, and expense (including reasonable attorney's fees and court costs) resulting from, arising out of, or incurred by reason of any claims, actions, or suits based upon or alleging bodily injury, including death, or property damage rising out of or resulting from the Contractor's operations under this Contract, whether such operations be by himself or herself or by any Subcontractor or by anyone directly or indirectly employed by either of them. 2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. S-4 SUPERVISION AND SUPERINTENDENCE. Add the following paragraph to 1105.05 of the IDOT STANDARD SPECIFICATIONS: CONTRACTOR shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur after hours. CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this individual. S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to 1108.01 of the IDOT STANDARD SPECIFICATIONS: Bidders shall list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required for approval by the City and as noted on the Form of Proposal and the Agreement. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish documentation of all efforts to recruit MBE's. ci c;, SC-4 ��' S-6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS: The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The Contractor and all subcontractors are solely responsible for compliance with said regulations. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Project Engineering prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right-to-know. S-7 EMPLOYMENT PRACTICES. Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or mental condition is such that his/her employment will endanger the health and safety of them- selves or others employed on the project. Contractor shall not commit any of the following employment practices and agrees to include the following clauses in any subcontracts: To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age or disability unless such disability is related to job performance of such person or employee. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age, or disability unless such disability is related to job performance of such person or employee. S-8 CONTRACT COMPLIANCE PROGRAM (ANTI-DISCRIMINATION REQUIREMENTS). For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC-1. S-9 WAGE THEFT POLICY. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Wage Theft Policy, which is included with these Specifications beginning on page WT-1. S-10 MEASUREMENT AND PAYMENT. Section 01025, Measurement and Payment, contained in Division 1 of these specifications defines all pay items and methods of measurement. The provisions of this section will supersede applicable sections in the IDOT STANDARD SPECIFICATIONS. ca m S-11 TAXES. ro'—+ �' --- , Contractors and approved subcontractors will be provided a Sales Tax Exempt}& Certificates purchase building materials, supplies, or equipment in the performance of the contr�c}Jh4ontr c}dr shall submit the information necessary for the certificates to be issued. ` X W 0 C..) �U SC-5 S-12 CONSTRUCTION STAKES. Replace the last paragraph of 1105.06 of the IDOT Standard Specifications with the following: The Contractor shall be responsible for the preservation of stakes and marks. Any necessary re-staking will be at the Contractor's expense and will be charged at a rate of $75 per hour. S-13 BIDDER STATUS FORM. The Contractor awarded the project together with all Subcontractors shall be required to complete the form included with these specifications (and entitled the same as this section) and submit it to the Engineer before work can begin on the project. Note that these requirements involve only highway projects not funded with Federal monies. w v rn SC-6 Bidder Status Form To be completed by all bidders Part A Please answer"Yes" or"No" for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: / / to / / Address: City, State, Zip: Dates: / / to / . / Address: City, State, Zip: Dates: / / to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to bidders who are residents? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. To be completed by all bidders =' Part D CO I certify that the statements made on this document are true and complete to the best of my know ar%I know�tl at my failure to provide accurate and truthful information may be a reason to reject my bid. -y.�� Firm Name: -'<rr-I rn 0 Signature: Date: You must submit the completed form to the governmental body requesting bids per 875lowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner BF-1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete PartA of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. El Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. El Yes El No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa agg the certificate has not been revoked or canceled. o0 -[r -0 m � 3 D Q BF-2 ARC 1271C LABOR SERVICES DIVISION[875] Adopted and Filed Pursuant to the authority of Iowa Code section 73A.21,the Labor Commissioner hereby adopts a new Chapter 156,"Bidder Preferences in Government Contracting,"Iowa Administrative Code. This amendment adopts new rules concerning preferences for resident bidders on government construction projects. The new chapter sets forth requirements for a public body involved in a public improvement and sets forth enforcement procedures. Notice of Intended Action was published in the October 30, 2013, Iowa Administrative Bulletin as ARC 1160C. Public comments regarding the proposed rules were received. Commenters stated that some of the rules could be misinterpreted and that some of the rules were beyond the statutory authority of Iowa Code section 73A.21. Commenters expressed ideas on how to make the bidding process more efficient. Commenters also questioned the constitutionality of Iowa Code section 73A.21. One commenter suggested adding compliance with Iowa Code chapter 91C as a basis to find that a company is authorized to transact business in Iowa. These rules are not identical to those published under Notice of Intended Action. Some changes are technical;other more substantive changes are described below. References to"domicile"were removed from several rules. Subrule 156.2(1)was changed to clarify that the requirements apply only to a project to be awarded to the lowest responsible bidder; to clarify that only office addresses, not construction worksites, must be reported; to remove a reference to perjury; and to change the deadline for submitting a statement to the public body. Paragraph 156.2(2)"b"was changed by deleting the phrase"under this Act." Subrule 156.2(3) was changed by adding new paragraph "k" concerning construction contractor registration, and by clarifying that compliance with only one of the lettered paragraphs in the subrule is necessary. Paragraph 156.2(4)"b"was changed by adding the phrase"if applicable." In rule 875-156.3(73A),the term"public body"replaced the term"nonresident bidder." A new rule 875-156.9(73A)containing a severability clause was added. The principal reason for adoption of this amendment is to implement legislative intent. No variance procedures are included in these rules because variance provisions are set forth in 875—Chapter 1. After analysis and review of this rule making,no impact on jobs has been found. These rules are intended to implement Iowa Code section 73A.21. These rules shall become effective on February 12, 2014. The following amendment is adopted. Adopt the following new 875—Chapter 156: CHAPTER 156 BIDDER PREFERENCES IN GOVERNMENT CONTRACTING 875-156.1(73A)Purpose,scope and definitions. These rules institute administrative and operational procedures for enforcement of the Act. The definitions and interpretations contained in Iowa Code section 73A.21 shall be applicable to such terms when used in this chapter. "Act"means Iowa Code section 73A.21. "Affiliate,"when used with respect to any specified person or entity,means another persor entity that, either directly or indirectly through one or more intermediaries,controls, or is azintro lle�y, or is under common control or ownership with,such specified person or entity. 30.0-4 'Ti "Commissioner"means the labor commissioner appointed pursuant to Iowa Co4ees@rion91.2,p�„ the labor commissioner's designee. --ICI —"I 1 "Division"means the division of labor of the department of workforce developmign— 3 rn 573 BF-3 "Nonresident bidder"means a person or entity that does not meet the definition of a resident bidder, including any affiliate of any person or entity that is a nonresident bidder. "Parent," when used with respect to any specified person or entity, means an affiliate controlling such specified person or entity directly or indirectly through one or more intermediaries. "Public body"means the state and any of its political subdivisions,including a school district,public utility, or the state board of regents. "Public improvement" means a building or other construction work to be paid for in whole or in part by the use of funds of the state, its agencies,and any of its political subdivisions and includes road construction,reconstruction,and maintenance projects. "Public utility" includes municipally owned utilities and municipally owned waterworks. "Resident bidder" means a person or entity authorized to transact business in this state and having a place of business for transacting business within the state at which it is conducting and has conducted business for at least three years prior to the date of the first advertisement for the public improvement. If another state or foreign country has a more stringent definition of a resident bidder,the more stringent definition is applicable as to bidders from that state or foreign country. "Resident labor force preference" means a requirement in which all or a portion of a labor force working on a public improvement is a resident of a particular state or country. "Subsidiary"when used with respect to any specified person or entity, is an affiliate controlled by such specified person or entity directly or indirectly through one or more intermediaries. 875-156.2(73A)Reporting of resident status of bidders. 156.2(1) Reporting to public body. When a contract for a public improvement is to be awarded to the lowest responsible bidder, the public body shall request a statement from each bidder regarding the bidder's resident status. The statement shall be on the form designated by the commissioner. The statement shall require the bidder to certify whether the bidder is a resident bidder or a nonresident bidder. In the case of a resident bidder, the statement shall require the resident bidder to identify each office at which the resident bidder has conducted business in the state during the previous three years and the dates on which the resident bidder conducted business at each office. In the case of a nonresident bidder,the statement shall require the nonresident bidder to identify the nonresident bidder's home state or foreign country as reported to the Iowa secretary of state, to identify each preference offered by the nonresident bidder's home state or foreign country, and to certify that, except as set forth on the form, there are no other preferences offered by the nonresident bidder's home state or foreign country. The statement shall include such additional information as requested by the commissioner. The statement must be signed by an authorized representative of the bidder. A fully completed statement shall be deemed to be incorporated by reference into all project bid specifications and contract documents with any bidder on a public improvement. Failure to provide the statement with the bid may result in the bid being deemed nonresponsive. This may result in the bid being rejected by the public body. 156.2(2)Determining residency status. a. For purposes of the Act,a person or entity is a resident bidder if the person or entity: (1) Is authorized to transact business in Iowa; and (2) Has had one or more places of business in Iowa at which it is conducting or has conducted business in this state for at least three years immediately prior to the date of the first adverti einent for the public improvement. G' co b. If the person or entity is a resident of a state or foreign country that h — ora, tringerin definition than is set forth in paragraph 156.2(2)"a"for determining whether a pers Qrent r in tl state or country is a resident bidder,then the more stringent definition applies. c)-G — r- 156.2(3) Determining authorization to transact business. A person or entity is authdtpd t`o"�ransaftM.� business in the state if one or more of the following accurately describes the person on . : = 1 a. In the case of a sole proprietorship,the sole proprietor is an Iowa resident fo i'•: inane trj • purposes; 7> 4-- b. In the case of a general partnership or joint venture,more than 50 percent of the generatpartners or joint venture parties are residents of Iowa for Iowa income tax purposes; BF-4 c. In the case of a limited liability partnership which has filed a statement of qualification in this state,the statement has not been canceled; d. In the case of a limited liability partnership whose statement of qualification is filed in a state other than Iowa, the limited liability partnership has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed pursuant to Iowa Code section 486A.105(4); e. In the case of a limited partnership or limited liability limited partnership whose certificate of limited partnership is filed in this state,the limited partnership or limited liability limited partnership has not filed a statement of termination; f In the case of a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa,the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership; g. In the case of a limited liability company whose certificate of organization is filed in this state, the limited liability company has not filed a statement of termination; h. In the case of a limited liability company whose certificate of organization is filed in a state other than Iowa,the limited liability company has received a certificate of authority to transact business in this state and the certificate has not been revoked or canceled; i. In the case of a corporation whose articles of incorporation are filed in this state,the corporation (1)has paid all fees required by Iowa Code chapter 490,(2)has filed its most recent biennial report,and (3)has not filed articles of dissolution; j. In the case of a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation(1) has received a certificate of authority from the Iowa secretary of state, (2)has filed its most recent biennial report with the secretary of state, and (3) has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked;or k. The person or entity is registered with the Iowa division of labor as a construction contractor pursuant to Iowa Code chapter 91 C. 156.2(4) Determining if bidder has conducted business in state. In order to determine if a bidder has a place of business for transacting business within Iowa at which it is conducting and has conducted business for at least three years prior to the date of the first advertisement of the public improvement, the bidder shall meet the following criteria for the three-year period prior to the first advertisement for the public improvement: a. Continuously maintained a place of business for transacting business in Iowa that is suitable for more than receiving mail,telephone calls, and e-mails;and b. Conducted business in the state for each of those three years and filed an Iowa income tax return, if applicable, made payments to the Iowa unemployment insurance fund, if applicable, and maintained an Iowa workers' compensation policy,if applicable,in effect for each of those three years. 875-156.3(73A)Application of preference. When awarding a contract for a public improvement to the lowest responsible bidder, the public body shall allow a preference to a resident bidder as against a nonresident bidder that is equal to any preference given or required by the home state or foreign country in which the nonresident bidder is a resident without regard to whether such preferences are actually enforced by the applicable regulatory body in each state. If the bidder is a subsidiary of a parent that would be a nonresident bidder if such parent were to bid on the public improvement in its o name, then the public body shall allow a preference as against such bidder that is equal to th9referge givoipa or required by the home state or foreign country of the bidder's parent. In the instan4..--1a 1 a .r force' I preference,a public body shall apply the same resident labor force preference to a pub1 j roxament this state as would be required in the construction of a public improvement by the honiA state eriforei country of the nonresident bidder, or the parent of a resident bidder if the parent vZtCtg qua nonresident bidder if such parent were to bid on the public improvement in its own naq�n mr CI A preference shall not be applied to a subcontractor unless the home state or fore coun of the nonresident bidder to whom the contract was awarded would apply a preference to the subcont�tor. BF-5 Specific methods of calculating and applying a preference shall mirror those that apply in the home state or foreign country of the nonresident bidder to whom the contract was awarded. In the event that the specific method used by the nonresident bidder's home state or foreign country cannot be determined, the calculation for a labor force preference shall include only the labor force working on the public improvement in Iowa on a regular basis calculated by pay period. 875-156.4(73A)Complaints regarding alleged violations of the Act. 156.4(1) Complaints. Any person with information regarding a violation of the Act may submit a written complaint to the commissioner. Any complaint must provide the information required pursuant to subrule 156.4(2)or as much of such information as is reasonably practicable under the circumstances. The completed written complaint form shall be submitted to the commissioner at Labor Services Division, 1000 East Grand Avenue,Des Moines,Iowa 50319. 156.4(2) Written complaint form. The commissioner shall prepare a written complaint form that a person with information regarding a potential violation of the Act may submit pursuant to subrule 156.4(1). The written complaint form shall request the following information: the name, address, telephone number, and e-mail address of the complainant; the name of the bidder that is believed to have violated the Act; a description of any relationships between the complainant and the bidder; an identification of the public body to which the bidder submitted a bid;the home state or foreign country of the bidder; a description of the goods and services provided under the bid; and such additional information as requested by the commissioner. 156.4(3)Availability of written complaint form. The written complaint form shall be available in all division offices and on the department of workforce development's Internet Web site. 875-156.5(73A)Nonresident bidder record-keeping requirements. While participating in a public improvement, a nonresident bidder from a home state or foreign country with a resident labor force preference shall make and keep,for a period of not less than three years,accurate records of all workers employed by the contractor or subcontractor on the public improvement. The records shall include each worker's name, address,telephone number if available,social security number,trade classification, and starting and ending date of employment. 875-156.6(73A)Investigations;determination of civil penalty. The commissioner or an authorized designee shall cause an investigation to be made into charges of violations of the Act, including allegations set forth in a written complaint. 156.6(1)Investigative powers. The commissioner or the authorized designee shall have the following powers: a. Hearings. The commissioner may hold hearings and investigate charges of violations of the Act. b. Entry into place of employment. The commissioner may, consistent with due process of law, enter any place of employment to inspect records concerning labor force residency, to question an employer or employee, and to investigate those facts, conditions,or matters as are deemed appropriate in determining whether any person has violated the provisions of the Act. The commissioner shall only make an entry into a place of employment in response to a written complaint. c. Residency of workers. The commissioner may investigate and ascertain the residgy of a worker engaged in any public improvement in this state. e3 co d. Oaths; depositions; subpoenas. The commissioner may administer oaths, tes cue to ben taken deposition of witnesses,and require by subpoena the attendance and testimony ofillI¢ssnd production of all books, registers, payrolls, and other evidence relevant to a matter uteler4nve4gaticr or hearing. ";r- e. Employment of personnel. The commissioner may employ qualified personnel ante ngessa� for the enforcement of Iowa Code section 73A.21. The personnel shall be employeivatIto t merit system provisions of Iowa Code chapter 8A,subchapter IV. BF-6 f. Request for records. The commissioner shall require a contractor or subcontractor to file, within 10 days of receipt of a request, any records enumerated in rule 875-156.5(73A). If the contractor or subcontractor fails to provide the requested records within 10 days,the commissioner may direct,within 15 days after the end of the 10-day period, that the fiscal or financial office charged with the custody and disbursement of funds of the public body that contracted for construction of the public improvement or undertook the public improvement, to withhold immediately from payment to the contractor or subcontractor up to 25 percent of the amount to be paid to the contractor or subcontractor under the terms of the contract or written instrument under which the public improvement is being performed. The amount withheld shall be immediately released upon receipt by the public body of a notice from the commissioner indicating that the request for records as required by this paragraph has been satisfied. 156.6(2) Division determination. Upon conclusion of an investigation, the commissioner or an authorized designee shall issue a written determination to the party that was the subject of the investigation. The determination shall indicate whether or not the division finds a violation of the Act by the party. If the determination indicates that the party engaged in a violation of the Act, the determination shall also indicate the remedies the division intends to pursue as a result of the violation. 156.6(3) Informal conference. A party seeking review of the division's determination pursuant to this rule may file a written request for an informal conference. The request must be received by the division within 15 days after the date of issuance of the division's determination. During the conference, the party seeking review may present written or oral information and arguments as to why the division's determination should be amended or vacated. The division shall consider the information and arguments presented and issue a written decision advising all parties of the outcome of the informal conference. 875-156.7(73A) Remedies. Following the conclusion of the informal conference, or following the expiration of the time in which a party may file a written request for an informal conference,the division may pursue the following remedies. 156.7(1)Injunctive relief If the division determines that a violation of the Act has occurred,the division may sue for injunctive relief against the awarding of a contract,the undertaking of a public improvement,or the continuation of a public improvement. 156.7(2) Civil penalty. Any person or entity that violates the provisions of this chapter is subject to a civil penalty in an amount not to exceed $1,000 for each violation found in a first investigation by the division, not to exceed $5,000 for each violation found in a second investigation by the division, and not to exceed $15,000 for a third or subsequent violation found in any subsequent investigation by the division. Each violation of this chapter for each worker and for each day the violation continues constitutes a separate and distinct violation. In determining the amount of the penalty, the division shall consider the appropriateness of the penalty to the person or entity charged, upon determination of the gravity of the violation(s). The collection of these penalties shall be enforced in a civil action brought by the attorney general on behalf of the division. 875-156.8(73A)Compliance with federal law. If it is determined that application of this chapter and the Act may cause denial of federal funds which would otherwise be available for a public improvement, or would otherwise be inconsistent with requirements of any federal law or regulation, the application of this chapter shall be suspended to the extent necessary to prevent denial of the funds or to eliminate the inconsistency with federal requirements. 875-156.9(73A)Severability. If any rule under this chapter,any portion of a rule undeEthis cheer, or the applicability of any rule under this chapter to any person or circumstance is held itsad''td 9%ourtnil remainder of these rules or the rules' applicability to other persons or circumstances shalle aft ctedr•wo These rules are intended to implement Iowa Code section 73A.21. .,.� r [Filed 12/16/13,effective 2/12/14] {'-) 3 [Published 1/8/14] w EDITOR'S NOTE: For replacement pages for IAC, see IAC Supplement 1/8/14. 0 BF-7 May 2017 CONTRACT PROVISION Targeted Small Business(TSB)Affirmative Action Responsibilities on Non-Federal-aid Projects(Third-party State-Assisted Projects) 1. TSB DEFINITION A TSB is a small business, as defined by Iowa Code Section 15.102(10), which is 51% or more owned, operated and actively managed by one or more women, minority persons, service-disabled veterans or persons with a disability provided the business meets all of the following requirements: is located in this state, is operated for profit and has an annual gross income of less than 4 million dollars computed as an average of the three preceding fiscal years. 2. TSB REQUIREMENTS In all State-assisted projects made available through the Iowa Department of Transportation, local governments have certain affirmative action requirements to encourage and increase participation of disadvantaged individuals in business enterprises. These requirements are based on Iowa Code Section 19B.7. These requirements supersede all existing TSB regulations, orders, circulars and administrative requirements. 3. TSB DIRECTORY INFORMATION m co Available from: Iowa Economic Development Authority Targeted Small Business Certification Program y_., ao 200 East Grand Avenue c7-G -.1 r - Des Moines, IA 50309 r�-� Phone: 515-725-3132 :<m 3 1 Website: https://www.iowa.gov/tsb/index.php/home 4. THE CONTRACTOR'S TSB POLICY T;P The contractor is expected to promote participation of disadvantaged business enterprises as suppliers, manufactures and subcontractors through a continuous, positive, result-oriented program. Therefore,the contractor's TSB policy shall be: It is the policy of this firm that Targeted Small Business (TSB)concerns shall have the maximum practical opportunity to participate in contracts funded with State-assisted funds which are administered by this firm (e.g. suppliers, manufactures and subcontractors). The purpose of our policy is to encourage and increase the TSB participation in contracting opportunities made available by State-assisted programs. 5. CONTRACTOR SHALL APPOINT AN EQUAL EMPLOYMENT OPPORTUNITY(EEO)OFFICER The contractor shall designate a responsible person to serve as TSB officer to fulfill the contractors affirmative action responsibilities. This person shall have the necessary statistics, funding, authority and responsibility to carry out and enforce the firm's EEO policy. The EEO officer shall be responsible for developing, managing and implementing the program on a day-to-day basis. The officer shall also: A. For current TSB information, contact the Iowa Economic Development Authority(515-725-3132)to identify potential material suppliers, manufactures and contractors. B. Make every reasonable effort to involve TSBs by soliciting quotations from them and incorporating them into the firm's bid. C. Make every reasonable effort to establish systematic written and verbal contact with those TSBs having the materials or expertise to perform the work to be subcontracted, at least two weeks prior to the time quotations are to be submitted. Maintain complete records of negotiation efforts. D. Provide or arrange for assistance to TSBs in seeking bonding,analyzing plans/specifications or other actions that can be viewed as technical assistance. Page 1 TSB Affirmative Action Responsibilities E. Ensure the scheduled progress payments are made to TSBs as agreed in subcontract agreements. F. Require all subcontractors and material suppliers to comply with all contract equal opportunity and affirmative action provisions. 6. COUNTING TSBs PARTICIPATION ON A PROJECT TSBs are to assume actual and contractual responsibilities for provision of materials/supplies, subcontracted work or other commercially useful function. A. The bidder may count: (1) Planned expenditures for materials/supplies to be obtained from TSB suppliers and manufacturers; or (2) Work to be subcontracted to a TSB; or (3) Any other commercially useful function. B. The contractor may count: (1) 100%of an expenditure to a TSB manufacturer that produces/supplies goods manufactured from raw materials. (2) 60%of an expenditure to TSB suppliers that are not manufacturers; provided the suppliers perform a commercially useful function in the supply process. (3) Only those expenditures to TSBs that perform a commercially useful function in the work of a contract, including those as a subcontractor. (4) Work the Contracting Authority has determined that it involves a commercially usefulfunction. The TSB must have a necessary and useful role in the transaction of a kind for which there is a market outside the context of the TSB program. For example, leasing equipment or purchasing materials from the prime contractor would not count. 7. REQUIRED DATA,DOCUMENTS AND CONTRACTAWARD PROCEDURES FROM BIDDERS/CONTRACTORS FOR PROJECTS WITH ASSIGNED GOALS A. Bidders Bidders who fail to demonstrate reasonable positive efforts may be declared ineligible to be awarded the contract. Bidders shall complete the bidding documents plus a separate form called "TSB Pre-Bid Contact Information". This form includes: (1) Name(s)of the TSB(s)contacted regarding subcontractable items. (2) Date ofthe contract. (3) Whether or not a TSB bid/quotation was received. (4) Whether or not the TSB's bid/quotation was used. (5) The dollar amount proposed to be subcontracted. B. Contractors Using Quotes From TSBs O Use those TSBs whose quotes are listed in the"Quotation Used in Bid" column Tang wit :13"yes" indicated on the Pre-bid Contact Information form. ; —11 M 70 Page 2 TSB Affirmative Action Responsibilities C. Contractors NOT Using Quotes From TSBs If there are no TSBs listed on the Pre-bid Contract Information form,then the contractor shall document all efforts made to include TSB participation in this project by documenting the following: (1) What pre-solicitation or pre-bid meetings scheduled by the contracting authority were attended? (2) Which general news circulation,trade associations and/or minority-focused media were advertised concerning the subcontracting opportunities? (3) Were written notices sent to TSBs that TSBs were being solicited and was sufficient time allowed for the TSBs to participate effectively? (4) Were initial solicitations of interested TSBs followed up? (5) Were TSBs provided with adequate information about the plans, specifications and requirements of the contract? (6) Were interested TSBs negotiated with in good faith? If a TSB was rejected as unqualified, was the decision based on an investigation of their capabilities? (7) Were interested TSBs assisted in obtaining bonding, lines of credit or insurance required by the contractor? (8) Were services used of minority community organization, minority contractors'groups; local, State and Federal minority business assistance offices or any other organization providing such assistance. The above documentation shall remain in the contractor's files fora period of three(3)years after the completion of the project and be available for examination by the Iowa Economic Development Authority. 8. POSITIVE EFFORT DOCUMENTATION WHEN NO GOALS ARE ASSIGNED Contractors are also required to make positive efforts in utilizing TSBs on all State-assisted projects which are not assigned goals. Form"TSB Pre-bid Contact Information" is required to be submitted with bids on all projects. If there is no TSB participation, then the contractor shall comply with section 7C. of this document prior to the contract award. p am C7"< r 111 rn -a z Q o� w v r Page 3 Form 730007WP 7-97 Contractor FILED Page# Project# TARGETED SMALL BUSINESS (TSB) 2018 APR 11 PM 3: 40 PRE-BID CONTACT INFORMATION County CITY CLERK City IOWA CITY, IOWA (To Be Completed By All Bidders Per The Current Contract Provision) In order for your bid to be considered responsive,you are required to provide information on this form showing your Targeted Small Business contacts made with your bid submission.This information is subject to verification and confirmation. In the event it is determined that the Targeted Small Business goals are not met,then before awarding the contract,the Contracting Authority will make a determination as to whet her or not the apparent successful low bidder made good faith efforts to meet the goals. NOTE:Every effort shall be made to solicit quotes or bids on as many subcontractable items as necessary to achieve the established goals.If a TSB's quote is used in the bid,it is assumed that the firm listed will be used as a subcontractor. TABLE OF INFORMATION SHOWING BIDDERS PRE-BID TARGETED SMALL BUSINESS(TSB)CONTACTS SUBCONTRACTOR TSB DATES QUOTES RECEIVED QUOTATION USED IN BID CONTACTED YES/ DATES YES/ DOLLAR AMT.PROPOSED NO noNTACTFr) NO TO RF St IRCONTRAr.TFn Total dollar amount proposed to be subcontracted to TSB on this project$ List items by name to be subcontracted: SECTION 01010 SUMMARY OF THE WORK PART 1 - GENERAL General description, not all inclusive. Base Bid Work: This project contains work from 3 separate project locations combined into 1 bid document set. 1) Street Milling and 3" Overlay US Hwy 6 (Riverside Drive) from west of Rocky Shore Drive to Sturgis Corner Drive This plan set includes asphalt resurfacing along Hwy 6 in Iowa City from Rocky Shore Drive to Sturgis Corner Drive. Work on this project also includes storm sewer intake top and throat reconstruction as needed, storm intake replacement, repair of curb and gutter as needed and replacement of curb ramps to current ADA standards. 2) Intersection Improvements Myrtle Drive Intersection Improvements This plan set includes improvements at the Myrtle Avenue and Hwy 6 intersection. Work will include pavement removal and widening, storm sewer intake reconstruction and installation, traffic signal installation, water main improvements, and street resurfacing. 3) PCC Patching PCC Patching Hwy 1 from the Burlington Street Bridge to Gilbert Street This plan set includes work to complete concrete patching repairs along Hwy 6 from the Burlington Street bridge to Gilbert Street. o ao cn a -in :<rry; -o m 4/08 0 z v 01010 doc 01010-1 SECTION 01025 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 SUMMARY: A. Procedures and submittal requirements for schedule of values, applications for payment, and unit prices. 1.02 STANDARD OF MEASUREMENTS: A. Work completed under the contract shall be measured by the Engineer. Payment will be based on the actual quantity of work performed according to the various classes of work specified unless noted in Part 3 of this Section. The Contractor will be given an opportunity to be present during measurement. 1.03 SCOPE OF PAYMENT: A. The Contractor shall accept the compensation as herein provided as full payment for furnishing materials, labor, tools and equipment and for performing work under the contract; also, for costs arising from the action of the elements, or from any unforeseen difficulties which may be encountered during the execution of the work and up to the time of acceptance. B. Construction items may be bid as a lump sum or as itemized work, which will be pal on a unit cost basis. In either case, some work may be required for which a separate pay iten1 not provided. Completion of this work is required. If a separate pay item is not providedor thiiork, to be considered incidental to the project and no separate payment will be made.2 .A,... PART 2 - PRODUCTS -7 m 2.01 NONE = v PART 3 - EXECUTION 3.01 PROCEDURE: A. Payment under this contract shall occur no more than once per month for work completed by the Contractor. It is not the City's policy to pay for materials and equipment stored or furnishings fabricated off site. The 5% retainage will be released 31 days after the project is accepted by the City Council, provided no claims against the project have been filed within 30 days of project acceptance. Chapter 573 of the Code of Iowa will govern the release of retainage and resolution of claims. 3.02 BID ITEMS: A. GENERAL The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL. Each unit or lump sum price stated shall constitute full payment as herein specified for each item of 01025-1 work completed in accordance with the drawings and specifications, including clean up. It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused the Contractor or his/her Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as an item in the FORM OF PROPOSAL. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or"CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as an item in the FORM OF PROPOSAL), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as an item in the FORM OF PROPOSAL. The Contractor must pay for all parking permit fees, meter hoods, lot and ramp fees, and parking tickets. The Contractor must figure these costs into their bid prices. The City will not waive parking fees or fines. Permits paid for by the Contractor will be issued only for construction vehicles, not personal vehicles. The Contractor shall be responsible for continuous cleaning of mud and debris off adjacent driveways, streets, sidewalks and private property, when mud and debris is deposited there as a result of any construction activity. The cost of clean up shall be incidental. B. BID ITEM DESCRIPTIONS See ESTIMATE REFERENCE INFORMATION in project plans. o� 3nl w Czt 01025-2 SECTION 01310 PROGRESS AND SCHEDULES PART 1 - GENERAL 1.01 SUMMARY: A. Prepare, submit and update as necessary a schedule of the work. B. Time is of the essence. Minimizing inconvenience, disruption and duration of disruption to residences and businesses is a high priority. Scheduling of work shall be planned with this in mind. 1.02 SUBMITTALS: The Contractor shall submit prior to the Pre-Construction meeting a detailed schedule of the proposed work with the controlling operation identified. The schedule shall include proposed dates and durations of street closings. Work may not begin until the schedule is approved by the Engineer. The Contractor shall submit updated construction schedules at two week intervals throughout the project. PART 2 - PRODUCTS None. _ �' O m PART 3 - EXECUTION D� 11 3.01 MEETINGS PRIOR TO CONSTRUCTION: -4n < IliA. A Pre-Construction meeting will be held prior to beginning work. oDO = v � w 3.02 PROGRESS OF WORK: D 0 A. OVERALL PROJECT RESTRICTIONS: Late Start Date: June 18, 2018 Liquidated Damages: $500 per day Working Days= 90 days Asphalt Resurfacing 2018— US Hwy 6 Project All work on this project (except work with the Myrtle Avenue Intersection Improvements) will include the following work restrictions: RESTRICTED WORK HOURS-NIGHT WORK REQUIRED • Lane closures will be permitted ONLY from 8:00 p.m. to 6:00 a.m. beginning at 8:00 p.m. on Sunday and ending at 6:00 a.m. on Friday. Lane closures outside of these hours will not be permitted. • Through traffic will be maintained on the project at all times. University of Iowa home football game days Lanes closures will not be permitted on University of Iowa home football game days. • September 1, 2018 vs Northern Illinois • September 8, 2018 vs Iowa State • September 15, 2018 vs Northern Iowa • September 22, 2018 vs Wisconsin • October 20, 2018 vs Maryland 01310-1 • November 10, 2018 vs Northwestern • November 23, 2018 vs Nebraska RAGBRI XLVI -July 27th and July 28th 2018 No lane closure or lane restriction will be allowed on July 27th and July 28th 2018 on IA 1 or US 6 to avoid conflicts with RAGBRI XLVI traffic." Myrtle Avenue Intersection Improvements A Critical Closure will be required for the Myrtle Avenue Intersection Improvements. Critical Closure Days for this work will run concurrently with the overall project working day count. Myrtle Avenue Critical Closure Late Start: July 9, 2018 m Myrtle Avenue Critical Closure period: 60 calendar days. o Myrtle Avenue Critical Closure Incentive/Disincentive: $1,000/Day7:0; 7v Maximum Incentive: $10,000 r- Maximum Disincentive: None �CI -v 1 B. OTHER SPECIAL PROJECT RESTRICTIONS: o70 w 1. Contractor and Owner recognize that time is of the essence of this Agreemen1nd that Owner will suffer financial loss if the Work is not completed within the times specified in paragraph 3.02A above, plus any extensions thereof allowed in accordance with the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as penalty), Contractor shall pay amount indicated in section 3.02 for each day that expires after the time specified in paragraph 3.02A until the Work is complete and ready for final payment. 2. Separate sums of liquidated damages which will be assessed for each of the conditions described hereinbefore, and they shall be cumulative if multiple conditions have not been satisfied. C. With the exception of the requirement for NIGHT WORK as indicated in section 3.02 A above, no work shall be done between the hours of 10:00 p.m. and 7:00 a.m. without the approval of the Engineer, with the exception of saw cutting freshly poured concrete.Work will proceed in a well organized and continuous manner to minimize the disruption to the general public (both pedestrian and vehicular) and the local businesses and residents. Access to businesses and residences shall be maintained at all times. D. Construction will proceed in phases. The particular phasing sequence shall be discussed and agreed upon prior to any work beginning. Prior to advancing to the next phase or sub- phase, the existing phase or sub-phase shall be sufficiently complete to allow reopening to the public, as determined by the Engineer. E. Restoration activities such as pavement replacement will follow closely behind the work even if multiple mobilizations are necessary. F. The Contractor will become an active partner with the City in communicating project progress and delays and providing information to concerned residents and businesses as requested. G. Work will be staged to minimize the length of time parking spaces and parking revenue is lost. 01310-2 H. Contractor will be responsible for maintaining a safe and accessible work area for vehicles and pedestrians during times when accessibility is being provided or allowed through work area. This responsibility includes installation of temporary pavement as needed to provide a smooth and unobstructed transition in surfaces between pavements of differing elevations. When accessibility is restricted to vehicles or pedestrians during closure of sidewalk or roadway facilities, Contractor shall be responsible for maintaining closure devices. 3.03 COORDINATION WITH UTILITIES AND RAILROADS: A. It is anticipated that many utility conflicts will occur which cannot be taken care of ahead of time. The Contractor shall work closely with the utility companies to aid in these relocations to keep the project on schedule. B. The Railroads will provide all labor, materials and equipment for railroad facility removal, excavation, disposal, sub-drainage, ballast, sub-ballast and trackage renewal. C. The Railroads have certain time limitations on when the above mentioned work must take place. It shall be the Contractor's responsibility to coordinate and be available to meet the Railroads' schedule. Any costs associated with train rerouting due to circumstances caused by the Contractor shall be at the expense of the Contractor. 3.04 STREET AND SIDEWALK CLOSINGS: A. The contractor shall provide notice to the Engineer 10 days in advance of street and sidewalk closure as indicated in the PROJECT PLANS so that a press release and coordination may occur with residents, traveling public and the Iowa Department of Transportation. Closures will also require advanced notice and a plan for maintaining accessibility for pedestrians can be discussed and implemented. No street or sidewalk closure will be allowed without the Engineers approval and said notification. G m Ss "Ti-1 MINIM r m w 0 01310-3 SECTION 01570 TRAFFIC CONTROL AND CONSTRUCTION FACILITIES PART 1 -GENERAL 1.01 SUMMARY: A. Furnish, install and maintain traffic control and construction facilities required for the work. Remove when work is completed. 1.02 REFERENCES: A. IDOT Standard Specifications. B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways,"2009 Edition, or current edition. C. Traffic Control Notes on project plans. 1.03 SUBMITTALS: A. Submit a traffic control plan for all activities requiring traffic control not specifically addressed by the project plans. PART 2 - PRODUCTS 2.01 MATERIALS: A. Traffic control devices may be new or used, but must meet the requirements of the IDOT Standard Specifications. B. All construction fence shall be new and securely fastened to approved posts and installed as directed by the Engineer. 2.02 EQUIPMENT: A. Portable generators may not be used to power traffic control devices within 300 feet of residential dwellings, including apartments, between the hours of 10:00 p.m. and 7:00 a.m. PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: o ao• Division 11. General Requirements and Covenants. c7 '-v Section 1107.09. Barricades and Warning Signs. n,`{( •..._ Division 25. Miscellaneous Construction. o� M Section 2528. Traffic Control. X r01570-1 0 3.02 NO PARKING SIGNS: A. The City will furnish "NO PARKING" signs to facilitate removal of parked vehicles ahead of scheduled work. The Contractor is responsible for installation and maintenance of the signs 48 hours in advance of when the vehicles must be removed. 3.03 MAINTENANCE OF FACILITIES: A. The Contractor shall monitor the condition of traffic control and construction facilities at all times, including non-work hours. Repair, replace and maintain as necessary. B. Pedestrian access to homes and businesses shall be maintained at all times. Temporary gravel surfaces shall be provided as directed by the Engineer. 3.04 EXCAVATIONS: A. All excavations shall be fenced. 3.05 ADDITIONAL FACILITIES: A. All signs, barricades and fences within and beyond the project area deemed appropriate by the Engineer shall be the responsibility of the Contractor. o ao a —n D-4 73 �,... =<m -v m 37) 01570-2 SECTION 02050 DEMOLITIONS, REMOVALS AND ABANDONMENTS PART 1 - GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to remove existing paved surfaces as indicated and specified. B. Furnish labor, materials, tools and equipment to remove existing storm sewer pipes, sanitary sewer pipes, intakes, and drainage structures as indicated and specified. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITY ASSURANCE: A. Disposal sites shall comply with all applicable Iowa Department of Natural Resources and United States Environmental Protection Agency regulations. B. Comply with all state and local ordinances pertaining to hauling and disposal of rubbish, broken concrete, asphalt, stone, bricks, castings, and other waste or debris resulting from work on the project. 1.04 SUBMITTALS: A. Locations of disposal sites. PART 2 - PRODUCTS 2.01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, ITT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. — B. Explosives shall not be used for demolition. Dn t? —4 7D ...... PART 3 - EXECUTION <m D m 3.01 TECHNIQUES: E:372w 0 A. Except as amended in this document, the work in this section will conform wit he following divisions and sections of the IDOT Standard Specifications: Division 24. Structures. Section 2401. Removal of Existing Structures. Division 25. Miscellaneous Construction. Section 2510. Removal of Old Pavement. Section 2511. Removal and Construction of Portland Cement Concrete Side- walks. 02050-1 Section 2515. Removal and Construction of Paved Driveways. Section 2516. Removal and Construction of Retaining Walls and Steps. 3.02 INSPECTION: A. Limits of demolition shall be per 3.04 of this section. The Engineer reserves the right to revise demolition limits if required by the nature of construction. 3.03 PROCEDURES: A. Utilities 1. Notify all corporations, companies, individuals and state or local authorities owning pipelines, water lines, gas mains, buried and overhead electric facilities, telephone, cable television, fiber optic, and other public or private utilities shown on the drawings or otherwise known or discovered to be in the project area. 2. When active utilities are encountered, promptly take necessary measures to support and protect said utilities and maintain them in service. 3. If active utilities are damaged or interrupted as a result of work on the project, take appropriate measures to restore service immediately. Restoration of utility services under these circumstances shall be at the Contractor's expense. 4. Active utilities shown on the drawings to be relocated, or which require relocation due to unforeseen circumstances or conditions, shall be relocated in accordance with instructions from the Engineer. Generally, the respective utility owners shall be responsible to perform relocation work for their facilities. The Contractor shall cooperate with these efforts in every reasonable way and shall not be entitled to additional compensation for delays resulting from such relocations. B. Site Protection Measures 1. Refer to Traffic Control Sheets for details. 2. Barricade and fence open excavations or depressions resulting frorp during non-working hours and when not working in immediate area. Pr®de suitable warning devices adjacent to excavations and work areas. alA 3. Warning devices shall be kept operational during all non-werAg a d non-ve periods. n � -v rn m C. Site Access Measures 1. Pedestrian access to homes and businesses shall be maintained at all times. Temporary gravel surfaces shall be provided as directed by the Engineer. 2. Contractor shall perform demolition and removal operations so as to maintain vehicular access to adjacent properties and businesses to the maximum extent possible. D. Disposals 1. No material or debris shall be buried within the project work area. All unsuitable 02050-2 material resulting from demolitions and removals shall be hauled to and disposed of at a Contractor-furnished site approved by the Engineer or to the landfill. The Contractor shall pay the current tipping fee at the landfill. 3.04 DEMOLITION AND REMOVALS: A. Pavement and Sidewalk Removals 1. Removal shall be to the limits noted on the plans or as directed by the Engineer. 2. Pavement removal shall include brick, P.C. Concrete, and A.C. Concrete pavements, driveways, alleys, parking lots, and sidewalks. Removal of chip seal or aggregate surfaces is not considered pavement removal. 3. Sawcuts shall be approved by the Engineer. 4. Removal operations shall conform to construction phasing noted on the plans or as directed by the Engineer. B. Sewer Abandonment and Removal 1. Removal shall be at the locations and to the limits noted on the plans or as directed by the Engineer. 2. Backfill under and within 5 feet of paved surfaces shall be Class A crushed stone compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. Other excavations shall be backfilled with suitable excavated material, compacted to 90% Standard Proctor Density. 3. Sewers to be abandoned, but not removed, shall be filled with an approved non- shrink flowable mortar and bulkheaded at each end with concrete. 4. Select castings shall be delivered to the pollution control plant at 1000 S. Clinton Street as directed by the Engineer. 11/00 Oamo■ own �s w D 02050-3 SECTION 02100 SITE PREPARATION PART 1 -GENERAL 1.01 SUMMARY: A. Furnish labor, material, tools and equipment to prepare site as indicated and sp4fied. 00 1.02 REFERENCES: *c", Pt; 71 D....4 VC; A. IDOT Standard Specifications. rn PART 2 - PRODUCTS '{, sic None. w PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. Section 2101. Clearing and Grubbing. Division 25. Miscellaneous Construction. Section 2519. Fence Construction. 3.02 EXISTING TREES, SHRUBS AND VEGETATION: A. All trees, shrubs and vegetation shall remain and be protected from damage unless specifically noted as "REMOVE" or"CLEAR AND GRUB" on the plans or as directed by the Engineer. B. No construction materials and/or equipment are to be stored, piled, or parked within the trees' drip line. C. Contractor is responsible for damage outside the limits of construction, and for trees, shrubs and vegetation not designated for removal. The Contractor's liability for tree and shrub damage will be based on the appraised value, not replacement value, and shall include the cost of appraisal by a qualified arborist. 3.03 EXISTING STRUCTURES AND PROPERTY: A. Remove existing signs and posts within the construction area as directed by the Engineer. All permanent traffic signs will be removed, stored, and replaced by the City of Iowa City. Contractor shall provide 48 hour minimum advance notice for sign removal and for sign replacement. Permanent signs will be replaced prior to concrete pours. B. Move mailboxes to a location approved by the Engineer prior to closing road. Salvage and 02100-1 store any unique supports for mailboxes. Restore mailboxes and their supports to their prior location and condition when road is reopened. 3.04 EXISTING FENCING: A. Only fencing designated by the Engineer shall be removed. B. Sections of fence removed for construction shall be replaced per the applicable bid item. If not addressed, replace with new materials. 3.05 EXISTING UTILITIES: A. Contact appropriate utility representative to verify the presence and location of buried utilities in the construction area. 3.06 EROSION CONTROL A. Comply with Iowa City Code and Section 02270, Slope Protection and Erosion Control. 11/00 shared\engineer\specs-ii\02100.doc 1'V J CO C) 45 471 .T?.-.1 gyp ...... " - r M oc 02100-2 SECTION 02220 EARTH EXCAVATION, BACKFILL, FILL AND GRADING PART 1 - GENERAL 1.01 SUMMARY: A. Excavating, placing, stabilizing and compacting earth, including trench and rock excavation, addition of borrow and backfill, disposal of excavated material, and topsoil, strip, salvage and spread. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITY ASSURANCE: A. Whenever a percentage of compaction is indicated or specified, use percent of maximum density at optimum moisture as determined by ASTM D698-91, unless noted otherwise. B. Borrow sites and materials shall be approved by the Engineer prior to use. PART 2 - PRODUCTS 2.01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with following divisions and sections of the IDOT Standard Specifications: p Q' F.; Division 21. Earthwork, Subgrades and Subbases. _ All sections -7:4c) ...� 7.<� -13 [Tl Division 24. Structures. 73 3r 0 Section 2402. Excavation for Structures. 3.02 TOPSOIL: — A. Strip and stockpile topsoil from lawn, grass, and crop areas for surface restoration and landscaping work. Strip topsoil to a uniform depth to provide sufficient quantity of material for placement of a minimum of 9 inches of topsoil for surface restoration and landscaping. Protect topsoil from mixture with other materials such as aggregate and from erosion. Removal of topsoil from the site is not permitted. 3.03 DRAINAGE AND DEWATERING: 02220-1 A. Provide and maintain ample means and devices (including spare units kept ready for immediate use in case of breakdowns) to intercept and/or remove promptly and dispose properly of all water entering trenches and other excavations. Keep such excavations dry until the structures, pipes, and appurtenances to be built therein have been completed to such extent that they will not be floated or otherwise damaged. B. Dispose of all pumped or drained water without undue interference to other work, or causing damage to pavements, other surfaces, or property. Provide suitable temporary pipes, flumes, or channels for water that may flow along or across the work site. C. Take all precautions necessary to prevent damage to the work by rain or by water entering the site, whether water entry be overland or by groundwater. 3.04 TRENCH EXCAVATION: A. General 1. Excavate trench by machinery to, or just below, designated subgrade when pipe is to be laid in granular bedding or concrete cradle, provided that material remaining at bottom of trench is only slightly disturbed. 2. Do not excavate lower part of trenches by machinery to subgrade when pipe is to be laid directly on bottom of trench. Remove last of material to be excavated by use of hand tools, just before placing pipe. Hand shape bell holes and form a flat or shaped bottom, true to grade, so that pipe will have a uniform and continuous bearing. Support on firm and undisturbed material between joints, except for limited areas where use of pipe slings have disturbed bottom. B. Protection 1. Barricade and fence open excavations or depressions resulting from work during non-working hours and when not working in immediate area. C. Trench Width 1. Make pipe trenches as narrow as practicable and safe. Make every o rt to keep sides of trenches firm and undisturbed until backfilling has been cor$leted and consolidated. c) '"{1 ;7. .� 2. Excavate trenches with vertical sides between elevation of cer pipe FRS elevation 1 foot above top of pipe. --4-n m 3. Refer to plans for allowable trench widths within the pipe envelofvaras tygs7 sizes and classes of pipe. p t' D. Trench Excavation in Fill 1. Place fill material to final grade or to a minimum height of 6 feet above top of pipe when pipe is to be laid in embankment or other recently filled areas. Take particular care to ensure maximum consolidation of material under pipe location. Excavate pipe trench as though in undisturbed material. E. Excavation Near Existing Structures 1. Discontinue digging by machinery when excavation approaches pipes, conduits, or other underground structures. Continue excavation by use of hand tools. 02220-2 2. Excavate exploratory pits when location of pipe or other underground structure is necessary for doing work properly. F. Disposal of Unsuitable Soil 1. The Contractor shall notify the Engineer and Iowa Department of Natural Resources (DNR) if soil contamination is found or suspected during excavation. 2. Soil disposal and remediation method shall be an option outlined in the IDOT Construction Manual Section 10.22, and approved by the Iowa DNR and City. The Contractor is not to proceed with soil removal and remediation measures until instructed by the Engineer. 3. Disposal site to be provided by the Contractor and approved by the Engineer and Iowa DNR. 4. Contractor is responsible for completing and filing all necessary Federal, State and local government agency forms and applications. G. Care of Vegetation and Property 1. Use excavating machinery and cranes of suitable type and operate with care to prevent injury to trees, particularly to overhanging branches and limbs and underground root systems. 2. All branch, limb, and root cuttings shall be avoided. When required, they shall be performed smoothly and neatly without splitting or crushing. Trim injured portions by use of a chainsaw or loppers for branches, or an ax when working with roots. Do not leave frayed, crushed, or torn edges on any roots 1" or larger in diameter or on any branches. Frayed edges shall be trimmed with a utility knife. Do not use tree paint or wound dressing. If conflicts with large roots and branches are anticipated, notify the Engineer. 3. No construction materials and/or equipment are to be stored, piled, or parked within the trees'drip line. 4. Excavators and loaders used on brick surfaces shall be limited to those with rubberized tracks or rubber tires. 5. Do not use or operate tractors, bulldozers, or other equipment on paved surfaces when treads or wheels can cut or damage such surfaces. 6. Restore all surfaces which have been damaged by the Contractor's operations to a condition at least equal to that in which they were found befcs workaammenced. Use suitable materials and methods for restoration. c z"' fl 7. Aerate all grassed and planter areas compacted by constructi6a56tivi . f 8. Utility lines, including drainage tiles, encountered shall be restarted 1�one Plhe following ways: cD, c 0CAI a. Repair or otherwise reconnect the utility across trench aftE trench has been backfilled, provided adequate drainage gradient is maintained, if applicable. b. Connect drainage tiles to nearest storm sewer. 02220-3 The Contractor shall document the location and elevation of any utility lines encountered. The Contractor shall notify the Engineer whenever a utility is encountered and submit the proposed method of restoring the utility for review and approval. All utility repairs shall be made prior to backfilling the trench. H. Water Services 1. Permanent copper water service lines which are damaged (cut, nicked, bent, crimped, crushed, etc.) shall be replaced from the water main to the curb box with new copper service pipe, without any joints. The cost for this work shall be at the Contractor's expense. 2. In any excavation where existing lead or galvanized iron water services are in the excavation or disturbed area, the Contractor shall replace the existing lead or galvanized piping with new 1-inch or larger copper water service pipe from the water main to the curb box. The Contractor will be paid per the applicable bid item. If there is no bid item, the unit price for the replacement of the water service shall be negotiated prior to commencement of the work. 3. When water service is disrupted, the Contractor shall make a reasonable attempt to restore the service within two hours. 4. Water service pipe shall be type k soft copper. o ; all 1>. �v _ 3.05 ROCK EXCAVATION: {rn -v m A. Rock excavation will be considered Class 12 Excavation as definec9D04?Stand Specification Section 2102.02. A B. Explosives shall not be used for rock excavation. 3.06 BACKFILLING: A. General 1. Do not place frozen materials in backfill or place backfill upon frozen material. Remove previously frozen material or treat as required before new backfill is placed. B. Backfilling Excavations 1. Begin backfilling as soon as practicable and proceed until complete. 2. Material and Compaction a. All areas shall be backfilled with Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. If under pavement, backfill to bottom of the subgrade. If not under pavement, backfill to within 12 inches of finished surface. b. Do not place stone or rock fragment larger than 2 inches within 2 feet of 02220-4 pipe nor larger than 12 inches in backfill. Do not drop large masses of backfill material into trench. C. Backfilling Around Structures 1. Do not place backfill against or on structures until they have attained sufficient strength to support the loads, including construction loads, to which they will be subjected. Avoid unequal soil pressure by depositing material evenly around structure. 2. Backfill shall consist of Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density unless otherwise indicated or specified. 3.07 UNAUTHORIZED EXCAVATION: A. When the bottom of any excavation is taken out beyond the limits indicated or specified, backfill, at Contractor's expense, with Class A crushed stone compacted to 95% Standard Proctor Density. 11/00 shared\engineer\specs-ii\02220.doc D 7D IMMO n-.G r ri = v w A 02220-5 SECTION 02270 SLOPE PROTECTION AND EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY: A. Placement of silt fence, erosion control mat, engineering fabric, revetment stone, and erosion stone. 1.02 REFERENCES: A. IDOT Standard Specifications. B. Iowa Department of Transportation Highway Division "Standard Road Plans Manual", latest edition. 1.03 QUALITY ASSURANCE: A. Revetment stone and erosion stone shall meet the abrasion and durability requirements of Section 4130 of the IDOT Standard Specifications. B. Engineering Fabrics (geotextile) shall be of a non-woven material and conform to the requirements of IDOT Engineering Fabric for Embankment Erosion Control. 1.04 STORAGE: A. Prior to use, geotextile shall be stored in a clean dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturer's protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements in ASTM D 4873. PART 2 - PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 41. Construction Materials. Section 4130. Revetment Stone and Erosion Stone. p Section 4169. Erosion Control Materials. c-y s Section 4196. Engineering Fabrics. '= a, ori --ice 4a 02270-1 PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 25. Miscellaneous Construction. Section 2507. Concrete& Stone Revetment. c4 .11 and the following IDOT Standard Road Plans: �-"C 1-4 �"'7 RC-5 Wood Excelsior Mat - RC-16 Silt Fence —� a 3.02 SCHEDULE: 37' t A. Silt fence shall be installed at locations indicated on the plans immediately upon completion of grading. Wood excelsior mat shall be placed and staked in seeded areas of swales immediately following seeding. 3.03 GEOTEXTILE: A. Surface Preparation 1. The surface on which the geotextile is to be placed will be graded to the neat lines and grades as shown on the plans. The surface will be reasonably smooth and free of loose rock and clods, holes, depressions, projections, muddy conditions and standing or flowing water. B. Placement 1. Prior to placement of the geotextile, the soil surface will be inspected for quality of design and construction. The geotextile will be placed on the approved surface at the locations and in accordance with the details shown on the plans. The geotextile will be unrolled along the placement area and loosely laid (not stretched) in such a manner that it will conform to the surface irregularities when material is placed on or against it. The geotextile may be folded and overlapped to permit proper placement in the designated area. 2. The geotextile will be joined by overlapping a minimum of 18 inches (unless otherwise specified on the plans or by the manufacturer), and secured against the underlying foundation material. Securing pins, approved and provided by the geotextile manufacturer, shall be placed along the edge of the panel or roll material to adequately hold it in place during installation. Pins will be steel or fiberglass formed as a "U", "L", or "T" shape or contain "ears" to prevent total penetration. Steel washers will be provided on all but the "U" shaped pins. The upstream or up- slope line will be inserted through both layers along a line through approximately the midpoint of the overlap. At horizontal laps and across slope laps, securing pins will be inserted through the bottom layer only. Securing pins will be placed along a line approximately 2 inches in from the edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. Additional pins will be installed as necessary and where appropriate, to prevent slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otherwise specified. 3. Should the geotextile be torn or punctured, or the overlaps disturbed, as evidenced 02270-2 by visible damage, subgrade pumping, intrusion, or grade distortion, the backfill around the damaged or displaced area will be removed and restored to the original approved condition. The repair will consist of a patch of the same type of geotextile being used, overlapping the existing geotextile. Geotextile panels joined by overlap will have the patch extend a minimum of 2 feet from the edge of any damaged area. 4. The geotextile will not be placed until it can be anchored and protected with the specified covering within 48 hours or protected from exposure to ultraviolet light. In no case will material be dropped on uncovered geotextile from a height greater than 3 feet. N d CD co 7.1 n rn -v rn nt w Jr 02270-3 SECTION 02510 HOT MIX ASPHALT PAVING, BITUMINOUS SEAT COAT AND MILLING. PART 1 - GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to prepare, shape, trim and compact subgrades to receive Hot Mix Asphalt paving. B. Furnish labor, materials, tools and equipment to place and compact Hot Mix Asphalt paving. C. Seal Coat. 1.02 REFERENCES: ^c�i A. IDOT Standard Specifications. f n B. IDOT Supplement Specification 01014. c',-< f C. IDOT Developmental Specification SS-15006 :�� 1.03 QUALITY ASSURANCE: `�� • A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality testing: 1. As per 2015 Iowa DOT Standard Specifications section 2303. PART 2 - PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 23 Surface Courses Section 2303 Hot Mix Asphalt Mixtures Division 41 Construction Materials Section 4109 Aggregate Gradations Section 4125 Aggregate for Bituminous Sealcoat Section 4127 Aggregate for Hot Mix Asphalt Section 4137 Asphalt Binder SS-15006 Hot Mix Asphalt Interlayer 02510-1 PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subqrades and Subbases Section 2122 Paved Shoulders. `~'. Division 22 Base Courses ...•� Section 2203 Hot Mix Asphalt Bases n� J �"� Section 2212 Base Cleaning and Repair in Section 2213 Base Widening -b 1 " Section DS-15024 Interlayer Base o t=+? Division 23 Surface Courses v Section 2203 Hot Mix Asphalt Mixtures Section 2307 Bituminous Seal Coat Section 2316 Pavement Smoothness Division 25 Miscellaneous Construction Section 2510 Removal of Pavement Section 2511 Removal and Construction of Sidewalks, Rec trails Section 2512 PCC Curb and Gutter Section 2514 Curb Removal Section 2521 Certified Plant Inspection Section 2529 Full Depth Finish Patches Section 2530 Partial Depth Finish Patches 3.02 OPENING TO TRAFFIC: A. Opening to traffic, including Contractor's vehicles, will not be permitted until the pavement or surface treatment has cured sufficiently to prevent damage as determined by the Engineer. B. Opening to traffic shall not constitute final acceptance. 3.03 COMPLETION OF WORK: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets shall be finished and opened to the public as soon as practicable. 3.04 AREAS TO BE OVERLAYED: A. Division I, 2, 4, 5 Existing asphalt streets -3" Mill full width and 3" Overlay (2.0" Surface + 1.0" Interlayer) installed. Street Milling and 3"Overlay • US Hwy 6 (Riverside) Drive from Rocky Shore to Sturgis Corner Drive 02510-2 3.05 PAVEMENT MILLING A. All existing asphalt pavement shall be milled to the elevation of the original pavement across the full width of the pavement. B. Except as noted herein, all asphalt millings to remain either the property of the City of Iowa City or Iowa Department of Transportation as indicate in the project plans ESTIMATE REFERENCE INFORMATION based on responsible Division. Location delivery to either of these locations shall be coordinated prior to work beginning. • Iowa DOT Division—Coralville Maintenance Shop • City of Iowa City Division—Mesquakie Park Iowa City Pavement millings needed to construct temporary fillets shall be placed at all vertical edges to facilitate traffic. C. Pavement milling shall occur no sooner than ten (10) working days prior to overlay. The exception to this would be if after removal of the old asphalt overlay, the existing surface could no longer support prolonged traffic, then the contractor would be required to place the leveling course immediately following milling and cleaning. D. A header joint shall be milled at full paving width at transitions where new Hot Mix Asphalt Paving abuts any existing Portland Cement Concrete Paving. The PCC paving shall be milled at a depth of no less than two (3) inches over a paving length of 8 feet. This milling shall be considered incidental to the Cleaning and Preparation of Base item. 3.06 CLEANING AND PREPARATION OF BASE A. The Contractor shall be responsible for cleaning all surfaces prior to operation. All loose material shall be removed from the surface and cracks by brooming or air blowing. The City's street sweeping crew and equipment will be available to aid the Contractor with sweeping operations prior to cleaning each street on a one-time basis only. Any subsequent sweeping required will be at the Contractor's expense. 3.07 AGGREGATES A. Type. 1. Type B aggregates shall be used in base mixtures. 2. Type A aggregates shall be used in intermediate and surface mixtures. B. Gradation. o O° 1. A%-inch mix shall be used on all streets and all divisions of this projec t 3.08 ADJUSTING STRUCTURES =c, -4 r .7<r � A. The Contractor shall adjust valve boxes within the existing pavementjr or) r on le of pavement(major) as determined by Engineer. This will include not only sttacf6rextbat nefao be adjusted up but also those structures that need to be adjusted down, sua'as in Ve areas of full- depth grinding. Pavement courses will be placed around manhole structures, and-the City of Iowa City will adjustment to final grade after paving is completed by coring, replacement and boxout of each structure. The gas and water companies will furnish the necessary adjustment rings to the Contractor at no charge to adjust valve boxes. 3.09 ASPHALT BINDER A. SURFACE: PG 58-28VT B. INTERMEDIATE: PG 58-28VT C. INTERLAYER: 58-34E 02510-3 3.10 EXISTING STREET SURFACES A. Where the proposed asphalt overlay meets an existing asphalt street surface, the existing surface shall be sawed and removed or milled as directed by the Engineer so that a clean, smooth and durable joint will be made between existing and proposed surfacing. 3.11 ASPHALT CEMENT CONCRETE REPAIR A. Asphalt concrete repair shall consist of removing the existing asphalt overlay, brick or any other material, and any unsuitable subbase; replacing subbase as necessary; compacting subbase; placing and compacting full-depth asphalt to the level of surrounding brick or asphalt. Multiple lifts may be necessary. Bricks removed for subbase or base repair shall be cleaned and delivered to the Iowa City Street Department located at 3800 Napoleon Lane. 3.12 HOT MIX ASPHALT PLACEMENT A. Lifts 1. 1IA"depth intermediate course followed by a 1'/2" depth surface course. B. Compaction 1. See IDOT Standard Specifications Section 2303 3.13 BITUMINOUS SEAL COAT AND SURFACE TREATMENT WORK: A. Work shall conform to Standard Specification Section 2307 unless specified otherwise in this document. Cover aggregate shall be %" Gradation 21. Bituminous material shall be MC-3000. Primer shall be MC-70. 3.14 STREETS TO BE SEAL COATED: A. N/A 1.15 PAVEMENT SMOOTHNESS: A. Pavement Smoothness shall meet the requirements of Section 2316 of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. The pavement smoothness shall be determined by Schedule B of the Pavement Charts. Profilograph testing and evaluation will be preformed by the Owner. The Section 2316.08 for Payment shall not apply to this project; there will be no smoothness incentive payment O co ;<F Z M � w r 02510-4 SECTION 02510 HOT MIX ASPHALT PAVING, BITUMINOUS SEAT COAT AND MILLING. PART 1 - GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to prepare, shape, trim and compact subgrades to receive Hot Mix Asphalt paving. B. Furnish labor, materials, tools and equipment to place and compact Hot Mix Asphalt paving. C. Seal Coat. 1.02 REFERENCES: A. IDOT Standard Specifications. B. IDOT Supplement Specification 01014. C. IDOT Developmental Specification SS-15006 1.03 QUALITY ASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality testing: 1. As per 2015 Iowa DOT Standard Specifications section 2303. PART 2 - PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 23 Surface Courses Section 2303 Hot Mix Asphalt Mixtures O ae Division 41 Construction Materials ss Section 4109 Aggregate Gradations Xo.--r Section 4125 Aggregate for Bituminous Sealcc2"< Section 4127 Aggregate for Hot Mix Asphalt r�.. ( Section 4137 Asphalt Binder rri 4-0 , • I ID SS-15006 Hot Mix Asphalt Interlayer > St) 02510-1 PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases Section 2122 Paved Shoulders. Division 22 Base Courses Section 2203 Hot Mix Asphalt Bases Section 2212 Base Cleaning and Repair Section 2213 Base Widening Section DS-15024 Interlayer Base Division 23 Surface Courses Section 2203 Hot Mix Asphalt Mixtures Section 2307 Bituminous Seal Coat Section 2316 Pavement Smoothness Division 25 Miscellaneous Construction Section 2510 Removal of Pavement Section 2511 Removal and Construction of Sidewalks, Rec trails Section 2512 PCC Curb and Gutter Section 2514 Curb Removal Section 2521 Certified Plant Inspection Section 2529 Full Depth Finish Patches Section 2530 Partial Depth Finish Patches 3.02 OPENING TO TRAFFIC: A. Opening to traffic, including Contractor's vehicles, will not be permitted until the pavement or surface treatment has cured sufficiently to prevent damage as determined by the Engineer. B. Opening to traffic shall not constitute final acceptance. 3.03 COMPLETION OF WORK: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets shall be finished and opened to the public as soon as practicable. o 0 0o 3.04 AREAS TO BE OVERLAYED: -111 A. Division I, 2, 4, 5 c-)-< — �n Existing asphalt streets -3" Mill full width and 3" Overlay(2.0" Surfac j 1.r Inte la r) installed. ; Street Milling and 3"Overlay — • US Hwy 6 (Riverside) Drive from Rocky Shore to Sturgis Corner Drive 02510-2 3.05 PAVEMENT MILLING A. All existing asphalt pavement shall be milled to the elevation of the original pavement across the full width of the pavement. B. Except as noted herein, all asphalt millings to remain either the property of the City of Iowa City or Iowa Department of Transportation as indicate in the project plans ESTIMATE REFERENCE INFORMATION based on responsible Division. Location delivery to either of these locations shall be coordinated prior to work beginning. • Iowa DOT Division—Coralville Maintenance Shop • City of Iowa City Division—Mesquakie Park Iowa City Pavement millings needed to construct temporary fillets shall be placed at all vertical edges to facilitate traffic. C. Pavement milling shall occur no sooner than ten (10) working days prior to overlay. The exception to this would be if after removal of the old asphalt overlay, the existing surface could no longer support prolonged traffic, then the contractor would be required to place the leveling course immediately following milling and cleaning. D. A header joint shall be milled at full paving width at transitions where new Hot Mix Asphalt Paving abuts any existing Portland Cement Concrete Paving. The PCC paving shall be milled at a depth of no less than two (3) inches over a paving length of 8 feet. This milling shall be considered incidental to the Cleaning and Preparation of Base item. 3.06 CLEANING AND PREPARATION OF BASE A. The Contractor shall be responsible for cleaning all surfaces prior to operation. All loose material shall be removed from the surface and cracks by brooming or air blowing. The City's street sweeping crew and equipment will be available to aid the Contractor with sweeping operations prior to cleaning each street on a one-time basis only. Any subsequent sweeping required will be at the Contractor's expense. 3.07 AGGREGATES A. Type. 1. Type B aggregates shall be used in base mixtures. 2. Type A aggregates shall be used in intermediate and surface mixtures. B. Gradation. 1. A 1A-inch mix shall be used on all streets and all divisions of this project. 3.08 ADJUSTING STRUCTURES A. The Contractor shall adjust valve boxes within the existing pavement (minor), Qoutside of pavement(major)as determined by Engineer. This will include not only structures thSEneed to be adjusted up but also those structures that need to be adjusted down, such ER8thelteas of full- depth grinding. Pavement courses will be placed around manhole structure ; i thity°rata City will adjustment to final grade after paving is completed by coring, replacgracnt and boxorrt•of each structure. The gas and water companies will furnish the necessary aciebrnenwringsrThe Contractor at no charge to adjust valve boxes. r' 7)FS _ 3.09 ASPHALT BINDER A 9 0 r A. SURFACE: PG 58-28VT B. INTERMEDIATE: PG 58-28VT C. INTERLAYER: 58-34E 02510-3 3.10 EXISTING STREET SURFACES A. Where the proposed asphalt overlay meets an existing asphalt street surface, the existing surface shall be sawed and removed or milled as directed by the Engineer so that a clean, smooth and durable joint will be made between existing and proposed surfacing. 3.11 ASPHALT CEMENT CONCRETE REPAIR A. Asphalt concrete repair shall consist of removing the existing asphalt overlay, brick or any other material, and any unsuitable subbase; replacing subbase as necessary; compacting subbase; placing and compacting full-depth asphalt to the level of surrounding brick or asphalt. Multiple lifts may be necessary. Bricks removed for subbase or base repair shall be cleaned and delivered to the Iowa City Street Department located at 3800 Napoleon Lane. 3.12 HOT MIX ASPHALT PLACEMENT A. Lifts 1. 1'h"depth intermediate course followed by a 1'/2"depth surface course. B. Compaction 1. See IDOT Standard Specifications Section 2303 3.13 BITUMINOUS SEAL COAT AND SURFACE TREATMENT WORK: A. Work shall conform to Standard Specification Section 2307 unless specified otherwise in this document. Cover aggregate shall be '/B' Gradation 21. Bituminous material shall be MC-3000. Primer shall be MC-70. 3.14 STREETS TO BE SEAL COATED: A. N/A 1.15 PAVEMENT SMOOTHNESS: A. Pavement Smoothness shall meet the requirements of Section 2316 of the Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction. The pavement smoothness shall be determined by Schedule B of the Pavement Charts. Profilograph testing and evaluation will be preformed by the Owner. The Section 2316.08 for Payment shall not apply to this project; there will be no smoothness incentive payment Ca C° rs- z<rrn m 70 02510-4 SECTION 02520 PORTLAND CEMENT CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to prepare, install, shape, trim and compact subgrades to receive Portland Cement Concrete paving. B. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, joint and cure Portland Cement Concrete roadways, parking area slabs, driveways, and sidewalks at the locations and grades noted on the plans. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITY ASSURANCE: A. Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. B. Quality testing: 1. Compressive Strength Tests. 2. Entrained Air. 3. Slump. 4. Density Tests of Base and Subgrade. PART 2 - PRODUCTS 2.01 MATERIALS: A. Concrete shall consist of Class C mix. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 41. Construction Materials. Sections 4101 through 4122. B. Aggregate durability class for all Portland Cement Concrete paving shall be Class 3. o "6. -v all D—I �- -1C") -o m m = 5� w 02520-1 PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. Section 2111. Granular Subbase. Division 22. Base Courses. Section 2201. Portland Cement Concrete Base. Section 2212. Base Repair. Section 2213. Base Widening. Division 23. Surface Courses. Section 2301. Portland Cement Concrete Pavement. Section 2302. Portland Cement Concrete Pavement Widening. Section 2310. Bonded Portland Cement Concrete Overlay. Section 2316. Pavement Smoothness. Division 25. Miscellaneous Construction. Section 2512. Portland Cement Concrete Curb and Gutter. Section 2515. Removal and Construction of Paved Driveways. Section 2517. Concrete Header Slab. Section 2529. Full Depth Finish Patches. Section 2530. Partial Depth Finish Patches. 3.02 CURING AND PROTECTION OF PAVEMENT: A. Curing compound shall be applied immediately following finishing of the concrete, including back of curb. 3.03 ENVIRONMENTAL REQUIREMENTS: A. When concrete is being placed in cold weather and temperatures may be expected to drop below 35°F, the following requirements must be met for concrete less than 36 hours old: 24 Hour Temperature Forecast Covering Minimum 35-32° F One layer plastic or burlap. Minimum 31-25° F One layer plastic and one layer burlap or two layers burlap. v �' Below 25° F Commercial insulating mattiMapMvedIhe Engineer. T''—� _ B. Concrete shall be protected from freezing temperatures until it is at lea4igee d old.`"=' rn = C. Concrete damaged by cold weather shall be removed and replace acthe ontrglr's expense. D. Maximum allowable concrete temperature shall be 90° F. E. If concrete is placed when the temperature of the concrete could exceed 90° F, the Contractor shall employ effective means, such as precooling of aggregates and/or mixing water, as necessary to maintain the temperature of the concrete as it is placed below 90° F. 02520-2 3.04 OPENING TO TRAFFIC: A. Opening to traffic, including Contractor's vehicles, will not be permitted until the compressive strength of 6"dia. x 12"cylinders is at least 3,000 lb. per square inch. B. All joints in the pavement shall be cleaned and sealed prior to opening the street(s) to traffic of any kind. C. Opening to traffic shall not constitute final acceptance. 3.05 COMPLETION OF WORK: A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets and sidewalks shall be finished and opened to the public as soon as practicable. B. Contractor shall notify the Engineer if weather conditions make it difficult to use Class M concrete, when specified. 11/00 shared\engineer\specs-i i\02520.doc 0 n=, - _1 c)- — r :<� RI� w ry 02520-3 SECTION 02524 CURB RAMPS PART 1 - GENERAL 1.01 SUMMARY: A. Construct sidewalk curb ramps to meet ADA specifications. 1.02 REFERENCES: A. Americans with Disabilities Act(ADA): Accessibility Guidelines for Buildings and Facilities. B. City of Iowa City Design Standards. C. Iowa DOT Design Manual, Chapter 12: Sidewalks and Bicycle Facilities, Dated 7/17/2014 D. ASTM C309—Liquid Membrane Forming Compounds for Curing Concrete. E. Figures section of specifications. 1.03 QUALITY ASSURANCE: A. Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of curb ramp construction. B. Slope measurements. Newly constructed curb ramps and sidewalks not meeting the slope requirements will be, at the Engineer's discretion, removed and replaced at the Contractor's expense. 1.04 SUBMITTALS: A. Comply with Section 01310. B. Comply with Section 02520. 1.05 DELIVERY, STORAGE AND HANDLING: A. Deliver material in unopened containers with labels identifying contents attached. Cs 1.06 PROJECT CONDITIONS: p m A. Comply with ACI requirements for cold and hot-weather concrete work> 743 ".< — r B. Pre-Installation Meeting ""l� '� v<rn = m PART 2 - PRODUCTS me Q 2.01 MATERIALS: ry A. Concrete: Reference Section 2520. B. Water: Fresh, clean and potable. 02524-1 C. Tactile/Detectable Warning Surface Tile 1. Color: Brick Red Color shall be homogeneous throughout the tile. 2. Dimensions: Length and Width: 24"x 48" nominal or width of sidewalk Depth: 1.400" +/-5% max. Face Thickness: 0.1875 +/-5% max. Warpage of Edge: +/-0.5% max. 3. Warning panels shall be painted brick red in color and shall be cast iron manufactured by Neenah Foundry, East Jordan Iron Works, Metadome, or TufTile. PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with Iowa DOT Design Manual, Chapter 12: Sidewalks and Bicycle Facilities and the following sections of the Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities. Section 4. Accessible Elements and Spaces: Scope and Technical Re- quirements Section 14. Public Rights-of-Way 3.02 SLOPES: A. Cross slope refers to the slope that is perpendicular to the direction of travel. Running slope refers to the slope that is parallel to the direction of travel. B. Curb ramp cross slopes should be no greater than 1:48 or 2%to a level plane. C. Curb ramp running slopes should be no greater than 1:12 or 8.33% to a level lane unless existing conditions do not permit and layout is approved by the Engineer.c=Curb ramp running slope should be no less that 1:48 or 2.0%to a level plane. •6 as C7 3.03 PORTLAND CEMENT CONCRETE THICKNESS: D'� c7—C I-._ A. 6-inch thick P.C.C. will be placed as indicated on project plans. -fir" ,� rn :cr."; r B. 4-inch thick P.C.C. will begin 4 feet off back of curb adjacent to a 6 or-gal Pd3C. son, •• unless otherwise specified by the Engineer. yy N 3.04 WIDTHS: A. Curb ramps widths may vary at the street back of curb and through the area of truncated domes. If necessary, transition width of ramps after truncated domes to match existing sidewalk for continuity. The minimum allowable width for curb ramps is 4 feet. Four-foot or matching widths are clear widths and do not include the flared sides or curved sides of a curb ramp. 3.05 CURB RAMPS GEOMETRICS: A. Different curb ramp types are shown in the plans. This project may include these or other 02524-2 curb ramp types not shown. Existing site conditions may require that alterations be made to proposed curb ramp design in order to provide a "best-fit". Quantity changes due to these alterations will be paid for per the unit price quoted on the Form of Proposal. B. The 6-inch curb bordering the curb ramp will be paid separately in the Form of Proposal estimated quantities. 3.06 TEXTURED SURFACE: A. All sidewalk curb ramps designated by the Engineer or plan drawings shall be constructed with truncated domes conforming to ADA specifications. B. Detectable warning surfaces shall extend 24 inches in the direction of travel and the full width of the curb ramp. C. Detectable warning surfaces should be located so that the edge nearest the street is at the back of curb line. 3.07 INSPECTION: A. Verify that subgrade is installed according to specifications and is free of conditions that could be detrimental to performance of colored concrete. 3.08 LOCATIONS: A. Curb ramps are to be located directly across a street, alley or driveway from another existing or proposed curb ramp or sidewalk unless existing site conditions prevent this or are otherwise specified by the Engineer. 3.09 INSTALLATION: A. Concrete: Place and screed to required elevations as specified in Section 02520. B. Apply truncated domes per manufacturer's specifications. C. Protect concrete from premature drying, excessive hot or cold temperature and damage. D. Curing Compound: Apply per manufacturer's guide for rate and method. o mac' m M rn c'a 0 N 02524-3 SECTION 02700 SEWERS PART 1 -GENERAL 1.01 SUMMARY: A. Construction of piping and structures for the collection and transmission of wastewater and storm water. 1.02 REFERENCES: A. Reinforced Concrete Pipe- For Sanitary and Storm Sewers 1. ASTM C76, latest edition, Standard Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe. 2. ASTM C443, latest edition, Standard Specification for Joints for Circular Concrete Culvert and Sewer Pipe, Using Rubber Gaskets. 3. ASTM C361, latest edition, Standard Specification for Reinforced Concrete Low- Head Pressure Pipe. B. Reinforced Concrete Arch Pipe-For Storm Sewers 1. ASTM C506, latest edition, Specification for Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe. C. Vitrified Clay Pipe 1. ASTM C700, latest edition, Standard Specification for Vitrified-Clay Pipe, Extra Strength, Standard Strength, and Perforated. 2. ASTM C425, latest edition, Standard Specification for Compression Joints for Vitrified-Clay Pipe and Fittings. D. Ductile Iron Pipe 1. ANSI/AWWA-A21.5/C151, latest edition, Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids. N 2. ANSI/AWWA-A21.50/C150, latest edition, Thickness Design of Ducti�'?Iron Pipe. 3. ANSI/AWWA-A21.53/C153, latest edition, Ductile-Iron Coitri341t F ings,-11in. through 16 in., for Water and Other Liquids. r 4. ANSI/AWWA-A21.11/C111, latest edition, Rubber-Gasket ,lr4 s foJJuctirrrn Pipe and Gray-Iron Pressure Pipe and Fittings. �c Q ca.? 5. ANSI/AWWA-A21.4/C104, latest edition, Cement-Mortar Lj$►ng foDuctile-Iron Pipe and Fittings for Water. ry 02700-1 E. Poly Vinyl Chloride (PVC) Pipe- For Sanitary Sewer Service Lines 1. ASTM D1784, latest edition, Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 2. ASTM D2321, latest edition, Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 3. ASTM D2729, latest edition, PVC Sewer Pipe and Fittings 4. ASTM D3034, latest edition, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings 5. ASTM D3212, latest edition, Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals F. PVC Truss Pipe-For Sanitary Sewers 1. ASTM D1784, latest edition, Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 2. ASTM D2321, latest edition, Recommended Practiice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 3. ASTM D2680, latest edition, Standard Specification for Acrylonitrile-Butadiene- Styrene (ABS) and Poly(Vinyl Chloride) (PVC) Composite Sewer Piping 4. ASTM F477, latest edition, Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe G. Manholes 1. ASTM C478, latest edition, Standard Specification for Precast Reinforced Concrete Manhole Sections. H. Intake Structures 1. IDOT Standard Specifications. 2. Iowa Department of Transportation Highway Division "Standard Road Plans Manual", latest edition. 1.03 QUALITY ASSURANCE: A. All products will meet or exceed the minimum standards specified in the applicable references listed in the previous subsection. B. All suppliers of reinforced concrete pipe and manholes must be #jfieck4y thefwa Department of Transportation. >_.,� c7-C --- C. Reinforced concrete pipe shall be manufactured by such means tc pataimi2El cag ist. Pipe displaying cage twist in excess of 30 degrees, as demonstrated e fear se , ill be rejected. o a D. Details of gasket installation and joint assembly are subject to acceptiice by itie Engineer. E. All materials judged to be of poor quality will be marked by the Engineer and promptly removed from the site by the Contractor and replaced with new. 02700-2 F. All pipe must pass the leakage tests specified in Part 3 of this section. 1.04 SUBMITTALS: A. Concrete Pipe: Submit current Iowa Department of Transportation certification. B. Vitrified-Clay Pipe: Submit shop drawings of gasket installation and joint assembly. C. Shoring: Submit plans for all shoring, excluding trench boxes, certified by a professional engineer registered in the State of Iowa. This submittal will not be reviewed for structural adequacy by the City. PART 2 - PRODUCTS 2.01 MATERIALS: A. Reinforced Concrete Pipe- For Sanitary and Storm Sewers 1. Joints: All joints will be confined 0-ring gasket meeting ASTM C443 or ASTM C361, as specified. All pipe 36-inch diameter and smaller will have bell and spigot joints. Pipe larger than 36-inch diameter may have tongue and groove joints. 2. Wall Thickness: Minimum wall thickness will be B-wall as defined in ASTM C76 or Class C25 as defined in ASTM C361. 3. Pipe Strength: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76 or as defined in ASTM C361. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. 5. Lift holes are not allowed. 6. Minimum Bedding — Type B per ASTM C 12 with compacted granular material to the springline of the pipe. B. Reinforced Concrete Pipe- For Storm Sewers 1. Joints a. Circular pipe: All joints will be confined 0-ring or profile gasket meeting ASTM C443. All pipe 36-inch diameter and smaller will have bell and spigot joints. Pipe larger than 36-inch diameter may have tongue and groove joints. b. Arch pipe: All joints will be sealed with mastic butyl rubber-based sealant meeting the requirements of AASHTO M198-75, Type "B". Wrap exterior of each joint with engineering fabric. N 2. Wall Thickness =' a. Circular pipe: Minimum wall thickness will be av II a definl in ASTM C76. t�-< b. Arch pipe: Minimum wall thickness as defined for ircAgm CW6. rri o,;) Q 3. Pipe Strength s w D r N 02700-3 a. Circular pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76. b. Arch pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III A as defined in ASTM C506. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. 5. Lift holes are not allowed. 6. Minimum Bedding — Type B per ASTM C 12 with compacted granular material to the springline of the pipe. C. Vitrified Clay Pipe 1. Joints: Shop drawing of gasket installation and joint assembly, subject to approval of the Engineer. 2. All pipe shall be"extra strength" as defined by ASTM C700. 3. Minimum Bedding — Type B per ASTM C12 with compacted granular material to the springline of the pipe. D. Ductile Iron Pipe 1. Joints: Use push on joints unless otherwise specified on the plans. 2. Thickness: Unless otherwise indicated or specified, use Class 52. 3. Lining and Coating: a. Inside of pipe and fittings: Double thickness cement lining and bituminous seal coat conforming to ANSI A21.4. b. Outside of pipe and fittings: Standard bituminous coating conforming to appropriate ANSI. rba 4. Minimum Bedding — Type 5 per ANSI/AWWA C150/A2850 wig: complied granular material to the springline of the pipe. *c? E. PVC Truss Pipe—For Sanitary Sewers 2?"< j 1 rn 1. All PVC truss pipe shall be made of PVC compound hav'inga r4iimur'II classification of 12454 as defined in ASTM D1784. o w v 2. Joints: Gaskets shall comply with all requirements in ASTM F4/7 anda913. Joint shall meet the requirements of ASTM D 2680 and ASTM D3212. 3. Pipe shall have a minimum pipe stiffness of 200 psi at 5%deflection. 4. Minimum Bedding — Crushed stone encasement to the top of the pipe. The minimum bedding depth shall be as specified on the plans. If not specified, the minimum bedding depth shall be 4" below the pipe. 02700-4 F. Poly Vinyl Chloride (PVC) Pipe—For Sanitary Sewer Service Lines 1. All PVC pipe shall be manufactured in accordance with ASTM D3034. 2. Joints: ASTM D3212 gasketed. 3. All 4" and 6"services shall be SDR 23.5. 4. Minimum Bedding — Crushed stone encasement to 6" above pipe. The minimum bedding depth shall be as specified on the plans. If not specified, the minimum bedding depth shall be 4" below the pipe. G. Corrugated Plastic Pipe for Subsurface Drainage 1. Corrugated PVC with a smooth interior wall shall meet the standards of ASTM F949 and be constructed of resins meeting the requirements of ASTM D1784, cell class 12454B. 2. Corrugated HDPE with a smooth interior wall shall meet the standards of AASHTO M-252 and M-294. 3. Minimum Bedding—Drainable stone encasement to 6" above pipe. H. Manholes 1. Joints: All joints will be confined 0-ring or profile gasket meeting ASTM C443. 2. No lift holes through the entire wall. 3. Mark date of manufacture. 4. Inverts: Precast and cast-in-place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in directions of inverts shall be smooth and rounded to the maximum extent possible to supplement flow through the manholes. 5. All manholes are 4-foot diameter unless noted otherwise. 6. Manhole frame and lid to be Neenah R-1642 with City of Iowa City Logo, self- sealing. If in paved area, casting shall also be non-rocking. 7. Manholes shall also have exterior chimney seal that spans from the casting to the cone section. Bedding: 1. Granular bedding material shall consist of porous backfill material, IDOT Standard Specification Section 4131 and Section 4109, Gradation No. 29. PART 3 - EXECUTION o �+ a -� 3.01 INSTALLATION OF PIPE: A. Inspect before installation. Remove and replace defective sections. =lc) •.a rn B. Alignment and Grade 6 , = CD N 02700-5 1. Install to line and grade indicated on plans using laser and check elevation as required to maintain grade. 2. Driving down to grade by striking or with excessive force from excavating equipment is not allowed. 3. Blocking the pipe to grade with wood, stones or other materials is not allowed. C. Bedding 1. Support on compacted granular bedding material using the type of bedding specified on the plans. If no bedding is specified, use the minimum bedding specified in Part 2 of these specifications. 2. Place bedding material to ensure that there are no voids under or alongside the length of the pipe. Slice with shovel to remove voids. Compact with pneumatic equipment. 3. Hand shape bell holes so that only pipe barrel receives bearing pressure. D. Connections 1. A-LOK shall be used for all sanitary sewer connections to manholes unless approved by the Engineer. 2. Subdrains shall be connected to storm sewer intakes and manholes using IDOT standard intake outlet detail RF-19C. CMP outlet shall be used unless approved by the Engineer. E. Jointing 1. Clean and lubricate all joints prior to assembly. 2. Join per manufacturer's recommendations. 3. Suitable couplings shall be used for jointing dissimilar materials. F. Backfill as specified in Section 02220. G. Clean pipeline upon completion. N H. Tolerances czb c7 co 1. Any deviation in a sewer pipes section more than 1/8 inch per a of Rpe diam ter from the horizontal or vertical alignment, as established by therneec, will pe4.be allowed; and all sewer laid incorrectly, as determined by the Engiee� muetsbe relaid at the Contractor's expense. This tolerance in grade will be alloweckorrly if-t9e sera is designed at a slope sufficient to prevent backfall when its limits ar`e-49ch6S UnglerTio condition will a sewer be accepted when one or more pipe length -+ a I n insured without"fall". N 2. The completed sewer must be laid so nearly in a perfect line that an ordinary electric lantern held at center of the sewer at a manhole may be wholly visible to the eye at the level of the sewer at the next manhole. 3. Sags and reverse slope on gravity pipe is prohibited. Remove and relay pipe to proper grade. 3.02 TESTING OF PIPE: 02700-6 A. Lamp all pipe to visually inspect for defects and debris. B. Leakage Tests: Perform leakage tests on all sanitary sewers as follows: 1. Perform after completion of backfill. 2. Perform after groundwater has returned to normal level. 3. Furnish test plugs, water pumps, appurtenances, and labor. Install bulkheads for testing and weirs for measurement as necessary. Groundwater elevation from observation wells or excavations are subject to acceptance by the Engineer. a. If groundwater is more than two foot above top of pipe at upper end, conduct infiltration or low-pressure air tests. If maximum pressure exerted by groundwater is greater than 4 psig, conduct infiltration test. b. If groundwater is less than two foot above top of pipe at upper end, conduct exfiltration or low-pressure air tests. c. If pipe is larger than 27-inch, air test is not allowed. 4. Exfiltration or infiltration test performed on sections of approved length (maximum %2-mile for sewers) and before connection to buildings. Low-pressure air tests performed on manhole-to-manhole sections of pipeline. 5. Low-pressure air test: a. Equipment (1) Designed for testing sewers using low-pressure air. co (2) Provide air regulator or safety valve so atkirissm do2nilt exceed 8 psig. y. agsffas (3) All air through single control panel. rn 1171 b. Procedure C7f7 = 0 (1) Perform from manhole-to-manhole after backfiW' N (2) Place pneumatic plugs: (a) sealing length: equal to or greater than pipe diameter, (b) capable of resisting internal test pressure without external bracing or blocking. (3) Introduce low-pressure air into sealed line and achieve internal air pressure 4 psig greater than maximum pressure exerted by groundwater above pipe invert. (4) Limit internal pressure in sealed line below 8 psig. (5) Allow two minutes minimum for air pressure to stabilize. Disconnect low-pressure air hose from control panel. (6) Acceptable Test Result: (a) Minimum time for pressure to drop from 3.5 to 2.5 psig greater than maximum pressure exerted by ground water above pipe invert. 02700-7 Pipe diameter Time in in inches Minutes 4 2.0 6 3.0 8 4.0 10 5.0 12 5.5 15 7.5 18 8.5 21 10.0 24 11.5 27 13.0 (b) Minimum allowable time for sewers with more than one size of pipe: based on largest diameter reduced by 0.5 min. (c) If groundwater level at time of testing is above the sewer, air pressure shall be increased 0.43 psig foi.gach foot the groundwater is above the flow line of the pipe c. If pressure drop exceeds 1.0 psig during the test p= ' thst sh I e . considered to have failed. Locate and repair leaks a • rP est_15 regrd. 6. Infiltration Test -n rn Z svo a. Dewater and conduct test for at least 24 hours. D b. Locate and repair leaks, and retest as required. tv c. Allowable infiltration, including manholes, fittings, and connections: maximum 200 gallons per inch diameter per mile per 24 hours. 7. Exfiltration Test a. Subject sewers to internal pressure by: (1) plugging the inlet of the upstream and downstream manholes, (2) filling sewer and upstream manhole with clean water until the water elevation in the manhole is two feet above top of sewer, or two feet above the existing ground water in the trench, whichever is the higher elevation. b. Use suitable ties, braces, and wedges to secure stoppers against leakage from test pressure, where conditions between manholes may result in test pressure causing leakage. c. Rate of leakage from sewer: Determined by the amount of water required to maintain the initial water elevation for one hour from the start of the test. d. Allowable exfiltration same as allowable infiltration. If the average head above the section being tested exceeds two feet above top of pipe, then the allowable exfiltration can be increased by 5%for each additional foot of head. e. Modification to this test only as approved by the Engineer. 02700-8 f. Locate and repair leaks and retest as required. C. Deflection Tests: Perform deflection tests on all PVC truss sewers as follows: 1. The mandrel (go/no-go) device shall be cylindrical in shape and constructed with nine (9) evenly spaced arms or prongs. The mandrel dimension shall be 95% of the flexible pipe's published ASTM average inside diameter. Allowances for pipe wall thickness or ovality(from shipment, heat, shipping loads, poor production, etc.) shall not be deducted from the ASTM average inside diameter, but shall be counted as part of the 5% allowance. The contact length of the mandrel's arms shall equal or exceed the nominal diameter of the sewer to be inspected. Critical mandrel dimensions shall carry a tolerance of ± .001". Proving rings shall be available. 2. The mandrel inspection shall be conducted no earlier than 30 days after reaching final trench backfill grade provided, in the opinion of the Engineer, sufficient water densification or rainfall has occurred to thoroughly settle the soil throughout the entire trench depth. Short-term (tested 30 days after installation) deflection shall not exceed 5% of the pipe's average inside diameter. The mandrel shall be hand pulled by the Contractor through all sewer lines. Any sections of the sewer not passing the mandrel test shall be uncovered and the Contractor shall replace and recompact the embedment backfill material to the satisfaction of the Engineer. These repaired sections shall be retested with the go/no-go mandrel until passing. 3. The Engineer shall be responsible for approving the mandrel. Proving rings may be used to assist in this. Drawings of the mandrel with complete dimensioning shall be furnished by the Contractor to the Engineer for each diameter and type of flexible pipe. 3.03 CONSTRUCTION AND INSTALLATION OF MANHOLES, MANHOLE BOXES AND INTAKE STRUCTURES: A. Set bases true to line and elevation on minimum six-inch granular backfill material. B. Install 0-ring or profile gasket in joints between sections conforming to manufacturer's standard. C. Cast in place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in direction shall be smooth and rounded to the maximum extent possible to supplement flow through the structure. D. Plug holes for handling with mortar. E. Lay grading rings in full bed and joint of mortar without subsequent grouting, flushing or filling; bond thoroughly. F. Set frames with top conforming to finished ground or pavement surface as igjcated and directed. Grading rings plus the frame height shall not exceed 24 inch8. as G. Set frames in full bed of RAM-NEK or equal to fill and make wateltsgt4 spVe befinfln masonry top and bottom flange of frame. cz-� --�+ H. Backfill as specified in Section 02220. r-- M Clean manhole upon completion. c J. Inspect for visible leaks after groundwater has returned to normal level. Repdtraleaks. 02700-9 3.04 MAINTENANCE OF FLOW: A. Storm Sewers: At the end of each working day, the Contractor shall reestablish the full capacity of any drainage system affected by construction. Diversion of storm water into the sanitary sewer system is not allowed. B. Sanitary Sewers: The Contractor shall at all times maintain full capacity in the sanitary sewer system and protect the system from storm water. C. If pumps are used for the diversion of flow, the Contractor shall have a stand-by pump readily at hand. The Contractor shall provide the Police Department and the Supervisor of the Iowa City Wastewater Treatment Plant with phone numbers where the responsible person may be reached 24 hours a day to make immediate repairs and/or replacement in case of diversion system failure. Diversion of sanitary sewage to storm sewers or waterways is not allowed. 3.05 CONFLICTS A. Provide temporary support for existing water, gas, telephone, power or other utilities or services that cross the trench. B. Compact backfill under the existing utility crossing as specified in Section 02200. C. Separate gravity sewers from water mains by horizontal distance of at least 10 feet unless: 1. Top of sewer is at least 18 inches below the bottom of the water main. 2. Sewer is placed in separate trench or in same trench on bench of undisturbed earth with at least three feet separation form the water main. D. Use water main materials for gravity sewers with less than 10 feet of horizontal distance and top of the sewer less than 18 inches below the bottom of the water main; maintain a linear separation of at least two feet. E. Where gravity sewer crosses over water main or service or where the top of sewer is less than 18 inches below the bottom of the water main or service, the following requirements shall apply: 1. The sewer may not be placed closer than 6 inches below a water main or 18 inches above a water main. The separation distance shall be the maximum feasible in all cases. 2. Use 20-foot length of water main material as specified for gravity sewer centered on the water main. Both joints shall be located as far from the water main as possible. 3. The sewer and the water main must be adequately supported and have watertight joints. 4. Backfill trench with low permeability soil for the 20-foot length centered on the crossing. F. Sanitary sewer force mains and water mains shall be separated by a horizontgaistance of at least 10 feet unless: c� c' id 1. The force main is constructed of water main material meeting rim pre e rating of 200 psi. ..., f"- -4CI 2. The force main is laid at least four linear feet from the water main.' rn ;CIrn 02700-10 �"' FILED 2018 APR 17 PH 3: L+3 CITY CLERK 10WA CITY. 10WA 0 x : :7 yU yR M 1/4 z O y SECTION 09010 SEEDING PART 1 -GENERAL 1.01 SECTION INCLUDES A. Certification of Products B. Acceptance and Warranty C. Seed Types and Mixes D. Equipment E. Application of Seed 1.02 DESCRIPTION OF WORK Includes the requirements for seedbed preparation; furnishing, applying, and covering the seed; and compaction of the seedbed. 1.03 SUBMITTALS Comply with Division 1 -General Provisions and Covenants, as well as the following: A. Submit certification of products to the Engineer prior to seed placement: 1. Seed: Submit a laboratory analysis for all seeds, specifying the purity and germination. Provide a lot number on all submittals and labeling. Ensure lot number is the same on all records pertaining to a particular seed. Provide 48 hours notice prior to mixing the seed and give the Engineer an opportunity to witness the seed mixing. Submit a mechanically printed seed tag from an Iowa Crop Improvement Association-approved seed conditioner or grower. 2. Fertilizer: Submit certification of the fertilizer analysis with scale weight and statement of guaranteed analysis. Submit from a certified fertilizer dealer, a mechanically printed commercial fertilizer label, or bill of lading. Comply with the inspection and acceptance requirements of Iowa DOT Materials I.M. 469.03. 3. Wood Cellulose Fiber Mulch: Submit certification of the degradable wood cellulose fiber mulch ingredients with applicable use and rate, and the water retention capacity by manufacturer or supplier. 4. Wood Excelsior Mulch: Bale wood excelsior and determine the mass4weight,eUse the mass of the material, furnished by the manufacturer, to determine theits ofgplica ion. 5. Straw Mulch: Certify weight. Furnish a list of the number of bales annaorr+ ondiao. ticket from an approved scale for the mulch material to be used on t -� jecZ t""' r`- 6. Compost: Submit certification of composted organics analysis with ii r oniipst Council's Seal of Testing Assurance (STA), recommended rates of �ation and° manufacturer's estimated cubic yards per ton. y, 7. Inoculant: Furnish information from inoculant packaging. t") 09010-1 8. Tackifier: Submit certification of the tackifier ingredients, recommended rates of application, and expiration date. B. Submit written instructions recommending procedures for maintenance of seeded areas. 1.04 SUBSTITUTIONS Comply with Division 1 -General Provisions and Covenants. 1.05 DELIVERY, STORAGE, AND HANDLING Comply with Division 1 - General Provisions and Covenants, as well as the following: A. Deliver packaged materials in original, unopened, and undamaged containers. Do not mix or blend materials except in the presence of the Engineer. B. Deliver, handle, and store all materials according to product recommendations, and protect from loss, damage, and deterioration. C. Materials not meeting these requirements will be rejected. 1.06 SCHEDULING AND CONFLICTS Comply with Division 1 - General Provisions and Covenants, as well as the following: A. Coordinate the seeding schedule with all other work on the project. Notify the Engineer at least three calendar days prior to the start of seeding operations. B. After all land-disturbing activities are complete and the seedbed has been approved by the Engineer, perform seeding operations. 1.07 SPECIAL REQUIREMENTS None. 1.08 MEASUREMENT AND PAYMENT A. Conventional Seeding: 1. Seeding: a. Measurement: Measurement will be in acres for each type of seed. b. Payment: Payment will be in unit price per acre for each type of seed. c. Includes: Unit price includes, but is not limited to, removal of rock and other debris from the area; repairing rills and washes; preparing the seedbed; furnishing and placing seed, including any treatment required; furnishing and placing fertilizer and mulch; and furnishing water and other care during the care period, unless these items are bid separately. N 2. Fertilizin o 9 o ao a. Measurement: Measurement will be in acres of fertilizer. Pt; 71 b. Payment: Payment will be at unit price per acre of fertilizer. y-,, 3. Mulching: -=-�c� a. Measurement: Measurement will be in acres of mulch. %, -u b. Payment: Payment will be in unit price per acre of mulch. 6� Q C) B. Seeding, Fertilizing, and Mulching for Hydraulic Seeding: .F' w 1. Measurement: Measurement will be in acres for each type of seed. 09010-2 2. Payment: Payment will be in unit price per acre for each type of seed. 3. Includes: Unit price includes, but is not limited to, removal of rock and other debris from the area; repairing rills and washes; preparing the seedbed; furnishing and placing seed, including any treatment required; furnishing and placing fertilizer and mulch; and furnishing water and other care during the care period, unless these items are bid separately. C. Seeding, Fertilizing, and Mulching for Pneumatic Seeding: 1. Measurement: Measurement will be in acres for each type of seed. 2. Payment: Payment will be in unit price per acre for each type of seed. 3. Includes: Unit price includes, but is not limited to, removal of rock and other debris from the area; repairing rills and washes; preparing the seedbed; furnishing and placing seed, including any treatment required; furnishing and placing fertilizer and mulch; and furnishing water and other care during the care period, unless these items are bid separately. D. Watering: 1. Measurement: Measurement will be by metering of water applied. If metering is not available, measurement will be by counting the loads from a transporting tank of known volume and gauging the contents of the transporting truck for partial loads. 2. Payment: Payment will be at the unit price per 1,000 gallons of water used. E. Warranty: 1. Measurement: Lump sum item; no measurement will be made. 2. Payment: Payment will be at the lump sum price for the warranty. 3. Includes: Lump sum price includes, but is not limited to, all work required to correct any defects in the original placement of the seeding for the period of time designated. PART 2 - PRODUCTS 2.01 SEED A. General: c 1. Provide fresh, clean, new crop, certified seed complying with toleranfor geAinatiain and purity and free of poa annua, bent grass, and noxious weed see&-larnr all seeds, including grass, legume, forbs, and cereal crop seeds, from an estabt sIT l segd de or certified seed grower. All materials and suppliers are to follow lowi?S,e.pd law ann Iowa Department of Agriculture and Land Stewardship regulations, art ,e lalacled f", accordingly. o a. Provide turfgrass with a certified "blue tag" or"gold tag." Co) b. Provide native grass and forbs that are source-identified as GO-Ioi;certified "yellow tag,"when available. If GO-Iowa certified "yellow tag" sourced seed is unavailable, or is only available from a single source, a substitution may be approved by the Engineer. 2. Mix seed to the specified proportions by weight. Use methods approved by the Engineer. B. Seed Quality: Ensure the seed provided meets or exceeds the minimum requirements of purity and germination stated on an independent certificate of seed analysis document according to the Association of Official Seed Analysis (AOSA) rules. The seed certification 09010-3 tag and seed analysis document provided must be from the same lot number as shown on the seed tag. Ensure the date of test results is no greater than 9 months from the seed application date. Approval of all seed for use will be based on the accumulated total of Pure Live Seed (PLS) for each phase of work. PLS is obtained by multiplying purity times germination. PLS shall not be less than the accumulated total of the PLS specified. If the seed does not comply with minimum requirements for purity and germination and such seed cannot be obtained, the Engineer may approve use of the seed on a basis of PLS or may authorize a suitable substitution for the seed specified. C. Requirements on Containers: 1. Seed: Provide seed with a tag on each container. Ensure the seed analysis on the label is mechanically printed. 2. Mulch: When packaged, provide mulch in new labeled containers. 3. Tackifier: Provide tackifier packaged in new labeled containers. 4. Inoculant: Use inoculant that has a manufacturer's container, indicating the specific legume seed to be inoculated and the expiration date. All inoculant must meet requirements of the Iowa Seed Law. Follow precautions specified on the product label. 5. Sticking Agent: Use a commercial sticking agent recommended by the manufacturer of the inoculant. For quantities less than 50 pounds, the sticking agent need not be a commercial agent, but requires approval by the Engineer. Apply sticking agent separately prior to application of inoculant. Follow safety precautions specified on the product label. Table 9010.01: Domestic Grasses Common Name Scientific Name Purity Germination (%) (%) Bluegrass, Kentucky Poa pratensis 85 80,, Brome, smooth-LINCOLN Bromus inermis 90 _ 85� Fescue, creeping, red Festuca rubra 98 c�n 85z,. -� Fescue, tall, FAWN Festuca arundinacea-FAWN 98 p,:.a85=° Orchardgrass Dactylis glomerata 90 7-<90 Red top Agrostis alba 92 --4rn,..85� rn Ryegrass, perennial Lolium perenne 95 <p90-; Wildrye, Canada Elymus Canadensis 95 CJ 5 _� Wildrye, Russian Psathyrostachys junceus 95 85 w Table 9010.02: Legumes Common Name Scientific Name Purity Germination Alfalfa, RANGER/VERNAL Medicago sativa 99 90* Alfalfa, travois Medicoa spp. 99 90* Clover, Alsike Trifolium hybridum 99 90* Clover, red, medium Trifolium pratense 99 90* Clover, white Trifolium repens 98 90* Hairy vetch Vicia villosa 96 85* Lespedeza, Korean Lespedeza stipulacea 98 80* *Includes hard seed. Table 9010.03: Stabilizing Crop Common Name Scientific Name Purity Germination 09010-4 (%) (%) Oats Avena sativa 97 90 Rye Secale cereale 97 90 Sudangrass, PIPER Sorghum vulgare var. sudanese 98 85 Table 9010.04: Native Grasses Common Name Scientific Name Big bluestem* Andropogon gerardii Blue grama Bouteloua gracilis Blue-joint grass Calamagrostis Canadensis Bottlebrush sedge Carex hystericina Buffalograss* Buchloe dactyloides Common rush Juncus effusus Fowl bluegrass Poa palustris Fowl manna grass Glyceria striata Fox sedge Carex vulpinoidea Green bulrush Scirpus atrovirens Hairy wood chess Bromus purgans lndiangrass* Sorghastrum nutans Intermediate wheatgrass Agropyron intermedium Little bluestem* Andropogon scoparius Prairie dropseed Sporobolus heterolepis Reed manna grass Glyceria grandis Rice cutgrass Leersia oryzoides Rye grass, annual Lolium italicum Sand bluestem* Andropogon gerardii, var. paucipilus Sand dropseed Sporobolus cryptandrus Sand lovegrass Eragrostis trichodes Sideoats grama* Bouteloua curtipendula Slender wheatgrass Agropyron trachycaulum, var. unilaterale Spike rush Eleocharis palustris Softstem bulrush Schoenoplectus tabernaemontani Switchgrass* Panicum virgatum Tussock sedge Carex stricta CO CO Virginia wild-rye Elymus virginicus CDoil Weeping lovegrass Eragrostis curvula �, Western wheatgrass* Agropyron smithii — t-- Wool grass Scirpus cyperinus --+r) FT, -v M Table 9010.05: Forbs w Q Common Name Scientific Name 1›. w Black-eyed Susan Rudbeckia hirta Blue-flag iris Iris virginica-shrevii Boneset Eupatorium perfoliatum Canadian anemone Anemone canadensis Common mountainmint Pycnanthemum virginianum Common rush Juncus effusus Fowl manna grass Glyceria striata Golden Alexanders Zizia aurea Great blue lobelia Lobelia siphilitica Grey-headed coneflower Ratibida pinnata Heath aster Symphyotrichum ericoides 09010-5 Ironweed Veronia faxciculate Joe-pye weed Eupatorium maculatum Meadow blazingstar Liatris ligulistylis Milkweed, butterfly Asclepias tuberosa Milkweed, swamp Asclepias incarnata New England aster Symphyotrichum novae-angliae Ohio spiderwort Tradescantia ohiensis Oxeye sunflower Heliopsis helianthoides Pale purple coneflower Echinacea pallida Partridge pea Chamaecrista fasciculate Prairie blazing star Liatris pycnostachya Purple prairie clover Dalea purpurea Rattlesnake master Eryngium yuccifolium Reed manna grass Glyceria grandis Rice cutgrass Leersia oryzoides Showy goldenrod Solidago speciosa Showy tic-trefoil Desmodium canadense Stiff goldenrod Solidago rigida Swamp aster Aster puniceus White wild indigo Baptisia alba Wild bergamot Monarda fistulosa 2.02 SEED MIXTURES AND SEEDING DATES See the contract documents for the specified seed mixture. If a mixture is not specified, use the following. The Contractor may submit a modification of the mixture for the Engineer's consideration. A. Type 1 (Permanent Lawn Mixture): Used for residential and commercial turf site, fertilized, and typically mowed. Use between March 1 and May 31 and between August 10 and September 30. Table 9010.06: Type 1 Seed Mixture' Common Name Application Rate lb/acre Creeping red fescue 25 Turf-type perennial ryegrass2 20 Turf-type perennial ryegrass2 20 a C`> Kentucky bluegrass cultivar3 65 y � Kentucky bluegrass cultivar3 65 -- Kentucky bluegrass cultivar3 65 --�n ' A commercial mixture may be used if it contains a high percentage of similar bluegrass� —0 M it may or may not contain creeping red fescue. t� 2 Choose two different cultivars of turf-type perennial ryegrass,at 20 lbs/acre each. cz 3 Choose three different cultivars of Kentucky bluegrass,at 65 lbs/acre each. ,;,) co B. Type 2 (Permanent Cool Season Mixture for Slopes and Ditches): Not typically mowed. Reaches a maximum height of 2 to 3 feet, low fertility requirements, grows in the spring and fall, and can go dormant in the summer. Use between March 1 and May 31 and between August 10 and September 30. Table 9010.07: Type 2 Seed Mixture Common Name Application Rate lb/acre Fawn fescue 100 Kentucky bluegrass 20 Ryegrass, perennial 75 09010-6 C. Type 3 (Permanent Warm-Season Slope and Ditch Mixture): Not typically mowed. Reaches a height of 5 to 6 feet, stays green throughout summer, and responds well to being burned in spring; no fertilizer. Use between March 1 and June 30. Table 9010.08: Type 3 Seed Mixture Common Name Application Rate lb/acre Big bluestem* 3 PLS Grain rye 40 lndiangrass* 4 PLS Little bluestem* 3 PLS Oats 16 Sideoats grama* 5 PLS Switchgrass* 1 PLS *Furnish seed certified as Source Identified Class(Yellow Tag)Source GO-Iowa. D. Type 4 (Urban Temporary Erosion Control Mixture): Short lived (6 to 8 months) mix for erosion control. Table 9010.09: Type 4 Seed Mixture Common Name Application Rate lb/acre SPRING- March 1 - May 20 Annual ryegrass 40 Oats* 65 SUMMER- May 21 -August 14 Annual ryegrass 50 Oats* 95 FALL-August 15- September 30 Annual Ryegrass 40 Grain rye 65 *Engineer may delete for previously established urban areas. E. Type 5 (Rural Temporary Erosion Control Mixture): Short lived mix for erosion control. Table 9010.10: Type 5 Seed Mixture Common Name Application lb/acre March 1 - October 31 m Canada wildrye 5 PLS/acre *c, p' Grain rye 50 D—+ Oats 50 ! November 1 -February 28(or 29) m Canada wildrye 7 PLS/acre w Q Grain rye 62 Oats 62 w Seed does not need to be certified Source Identified Class(Yellow Tag). F. Type 6 (Salt-resistant Mixture): Use for grass medians and areas immediately back of curb on streets subject to regular salt applications for winter de-icing. Apply between March 1 and May 31 and between August 10 and September 30. Table 9010.11: Type 6 Seed Mixture Common Name Application Rate Purity Germination 09010-7 lb/acre (%) (%) Blue chip Kentucky bluegrass 37.5 90 85 Fults alkali grass 75 98 85 Hard fescue 50 95 85 Nublue Kentucky bluegrass 37.5 90 85 Sheeps fescue 50 90 85 G. Wetland Seeding: Between April 1 and June 30, use the following seed mixture for wetland grass seeding areas. Table 9010.12: Wetland Grass Seed Mixture Common Name Scientific Name PLS** (per ac) Arrowhead Sagittaria latifolia 4 oz Big bluestem* Andropogon gerardii 1 lb Bluejoint grass Calamagrostis 1 oz Blue vervain Verbena Hastata 1 oz Boneset Eupatorium perfoliatum 1 oz Broom sedge Carex scoparia 2 oz Dark green bulrush* Scirpus atrovirens 1 oz Fox sedge* Carex vulpinoidea 4 oz CV New England aster* Symphyotrichum novae-angliae 2-oz Nodding bur marigold Bidens cernua 7. Porcupine sedge Carex hystericina Ertl-4 Prairie cordgrass Spartina pectinate . r r" Rice cutgrass Leersia oryzoides 4O _0 M Sneezeweed Helenium autumnale 3( 0 Softstem bulrush Schoenoplectus tabernaemontani Iz w Spike rush Eleocharis palustris 4 oz w Swamp milkweed* Asclepias incarnata 1 lb Switchgrass* Panicum virgatum 8 oz Tussock sedge Carex stricta 2 oz Virginia wild-rye* Elymus virginicus 5 lbs Water plantain Alisma plantago-aquatica 4 oz * Furnish seed certified as Source Identified Class(Yellow Tag)Source Go-Iowa. **Seeding rates for wetland grasses are given as PLS. Either the germination test or Tetrazolium(TZ)test is acceptable to determine PLS for native species. H. Native Grass and Forbs (Wildflower) Seeding: Between April 1 and June 30, use the following seed mixture for areas designated for native grass and wildflower seeding. Table 9010.13: Native Grass and Forbs (Wildflower) Seeding Mixture I Common Name Scientific Name Application Rate** GRASSES lb/acre Big bluestem* Andropogon gerardii 1.0 Canada wild rye Elymus Canadensis 1.5 lndiangrass* Sorghastrum nutans 1.0 Little bluestem* Schizachyrium scorparium 2.0 Sideoats grama* , Boutelouea curtipendula 2.5 Switchgrass* Panicum virgatum 0.5 FORBS (WILDFLOWERS) oz/acre Black-eyed Susan Rudbeckia hirta 3.0 09010-8 Butterfly milkweed Asclepias tuberosa 4.0 Canadian anemone Anemone canadensis 0.5 Common mountainmint Pycnanthemum virginianum 0.25 Golden Alexanders Zizia aurea 8.0 Grey-headed coneflower Ratibida pinnata 2.75 Heath aster Symphyotrichum ericoides 0.25 Ironweed Veronia faxciculate 3.0 New England aster Symphyotrichum novae-angliae 1.25 Ohio spiderwort Tradescantia ohiensis 7.0 Oxeye sunflower Heliopsis helianthoides 12.0 Pale purple coneflower Echinacea pallida 15.0 Partridge pea Chamaecrista fasciculate 32.0 Prairie blazing star Liatris pycnostachya 4.5 Purple prairie clover Dalea purpurea 2.5 Rattlesnake master Eryngium yuccifolium 1.75 Showy goldenrod Solidago speciosa 0.50 Stiff goldenrod Solidago rigida 1.0 Swamp milkweed Asclepias incarnata 4.0 White wild indigo Baptisia alba 2.0 Wild bergamot Monarda fistulosa 1.25 _NURSE CROP lb/acre Oats (spring seeding -April 1 to June 30) 32 Winter wheat (dormant/frost seeding - November 1 to March 31) 25 ' Furnish seed certified as Source Identified Class(Yellow Tag)Source Go-Iowa. **Seeding rates for native grass and forb species are given as PLS. Either the germination test or Tetrazolium (TZ)test is acceptable to determine PLS for native species. 2.03 FERTILIZER Use fertilizer of the grade, type, and form specified that complies with rules of the Iowa Department of Agriculture and Land Stewardship and the following requirements: c= A. Grade: Identify the grade of fertilizer according to the percent nitrogen ( aerct of available phosphoric acid (P205), and percent water soluble potassium (14 ,in thlat or and base approval on that identification. :� The Contractor may substitute other fertilizer containing analysis percentgaesidiff3ent f those specified, provided that the minimum amounts of actual nitrogen, pti4hatgoand potash per acre are supplied, and that in no case does the total amount p0 acre itthe three fertilizer elements be exceeded by 30% of the following minimum amounts. 1. For Conventional Seeding, Permanent: Apply a 6-24-24 commercial fertilizer or the equivalent units of nitrogen, phosphate, and potash at the rate of 300 pounds per acre. 2. For Conventional Seeding, Temporary: Apply commercial fertilizer to all seeded areas at the rate of 250 pounds per acre of 13-13-13 (or equivalent) for rural mixes and 300 pounds per acre of 6-24-24 (or equivalent) for urban mixes, unless otherwise specified in the contract documents. 3. For Hydraulic Seeding: Apply fertilizer in combination with seeding by a hydraulic seeder and as specified in Iowa DOT Article 2601.03, B. Apply a commercial fertilizer or the equivalent units of nitrogen, phosphate, and potash at the rate specified for the type of seeding being applied. 4. For Pneumatic Seeding: Based on the compost nutrient analysis, supply any additional commercial fertilizer necessary to meet the 13-13-13 units of nitrogen, phosphate, and potash at the rate of 450 pounds per acre as the compost is applied. 09010-9 B. Type: Use fertilizer that can be uniformly distributed by the application equipment. Furnish fertilizer either as separate ingredients or in chemically-combined form. 2.04 STICKING AGENT A. Use a sticking agent that is a commercial material recommended by the manufacturer to improve adhesion of inoculant to the seed. For small quantities less than 50 pounds, the sticking agent need not be a commercial agent, but it must be approved by the Engineer and must be applied separately, prior to application of inoculant. B. Follow safety precautions specified on the product label. A sticking agent is not required if a liquid formulation of inoculant is used. 2.05 INOCULANT FOR LEGUMES An inoculant is a culture of bacteria specifically formulated for each legume seed (alfalfa, clovers, lespedesa, and hairy vetch). Ensure the manufacturer's container indicates the specific legume seed to be inoculated and the expiration date. Use inoculant that meets the requirements of the Iowa Seed Law. Follow the safety precautions specified on the product label. 2.06 WATER Use water that is free of any substance harmful to seed germination or plant growth. 2.07 MULCH A. For Conventional Seeding: p y,,, 1. Material used as mulch may consist of the following: a. Dry cereal straw(oats, wheat, barley, or rye) `fin --� b. Prairie hay ,..<r— c. Wood excelsior composed of wood fibers, at least 8 inches long, ben a% average of 100 fibers, and approximately 0.024 inch thick and 0.0391 MO. T112 fibers must be cut from green wood and be reasonably free of seeder othiiable plant material. 2. Do not use other hay (bromegrass, timothy, orchard grass, alfalfa, or clover). 3. All material used as mulch must be free from all noxious weed, seed-bearing stalks, or roots and will be inspected and approved by the Engineer prior to its use. 4. The Contractor may use other materials, subject to the approval of the Engineer. B. For Hydraulic Seeding: 1. Wood Cellulose: a. Use material that is a natural or cooked cellulose fiber processed from whole wood chips, or a combination of up to 50% of cellulose fiber produced from whole wood chips, recycled fiber from sawdust, or recycled paper(by volume). b. Product contains a colloidal polysaccharide tackifier adhered to the fiber to prevent separation during shipment and avoid chemical co-agglomeration during mixing. c. Form a homogeneous slurry of material, tackifier, and water. d. Use a slurry that can be applied with standard hydraulic mulching equipment. e. Dye the slurry green to facilitate visual metering during application. f. Do not use materials that have growth or germination-inhibiting factors or any toxic effect on plant or animal life when combined with seed or fertilizer. 2. Bonded Fiber Matrix (BFM): 09010-10 a. Produced from long-strand wood fibers, held together by organic tackifiers and bonding agents that, when dry, become insoluble and non-dispersible. b. Upon curing 24 to 48 hours, form a continuous, 100% coverage, flexible, absorbent, erosion-resistant blanket that encourages seed germination. c. Manufactured to be applied hydraulically. d. Physical Properties: 1) Fibers: Virgin wood, greater than 88% of total volume. 2) Organic Material: Greater than 96% of total volume. 3) Tackifier: 8-10%. 4) pH: 4.8 minimum. 5) Moisture Content: 12% +/-3%. 6) Water-holding Capacity: 1.2 gal/lb. e. Dyed green to facilitate visual metering. f. All components pre-packaged by manufacturer to ensure material performance and compliance. Field mixing of additives or any components will not be allowed. g. Other products not meeting the requirements of the physical properties listed in item d above may be approved if they meet the following requirements: 1) Contain non-toxic tackifiers that upon drying become insoluble and non- dispersible to eliminate direct raindrop impact on soil according to ASTM D 7101 and EPA 2021.0-1. 2) Contain no germination or growth inhibiting factors and do not form a water- resistant crust that can inhibit plant growth. 3) Hydraulic mulch that is completely photo-degradable or biodegradable. 4) Contain a minimum of 90% organic material according to ASTM D 2974. 5) Have a rainfall event (R-factor) of 140 < R according to ASTM D 6459. 6) Have a cover factor of C <_ 0.03 according to ASTM D 6459. 7) Vegetation Establishment of 400% minimum according to ASTM D 7322. 8) Water Holding Capacity 600% minimum according to ASTM D 7367. 3. Mechanically-Bonded Fiber Matrix (MBFM): a. Produced from long-strand wood fibers and crimped, interlocking synthetiVibers. b. Within two hours of application, form a continuous, 100% coverage flexibir absorbent, porous, erosion-resistant blanket that encourages seemidttion. -111 c. Manufactured to be applied hydraulically. d. Physical Properties: n _ r 1 Wood Fibers: 73% minimum. ..-an 2) Tackifier: 10% +/- 1%. • rn 3 rn 3) Crimped, Interlocking Synthetic Fibers: 5% +/- 1%. d, o 4) Moisture Content: 12% +/-3%. am, 5) Water holding capacity: 1.2 gal/lb. w 6) Minimum pH: 4.8. e. Dyed green to facilitate visual metering. f. All components pre-packaged by manufacturer to ensure material performance and compliance. Field mixing of additives or any components will not be allowed. g. Other products not meeting the requirements of the physical properties listed in item d above may be approved if they meet the following requirements: 1) Contain non-toxic tackifiers that upon drying become insoluble and non- dispersible to eliminate direct raindrop impact on soil according to ASTM D 7101 and EPA 2021.0-1. 2) Contain no germination or growth inhibiting factors and do not form a water- resistant crust that can inhibit plant growth. 3) Hydraulic mulch that is completely photo-degradable or biodegradable. 4) Contain a minimum of 90% organic material according to ASTM D 2974. 5) Have a rainfall event(R-factor) of 175 < R according to ASTM D 6459. 6) Have a cover factor of C <_ 0.01 according to ASTM D 6459. 7) Vegetation establishment of 500% minimum according to ASTM D 7322. 8) Water holding capacity of 700% minimum according to ASTM D 7367. C. For Pneumatic Seeding: Use compost meeting the following requirements. 09010-11 1. Derived from a well-decomposed source of organic matter. 2. Produced using an aerobic composting process, meeting Code of Federal Regulations (CFR) 503 for time, temperature, and heavy metal concentrations. 3. No visible admixture of refuse or other physical contaminants, nor any material toxic to plant growth. 4. Certified by the U.S. Composting Council's Seal of Testing Assurance (STA) program. 5. Conforms to chemical, physical, and biological parameters of AASHTO MP 10-03, with the following additional requirements: a. Follow U.S. Composting Council's TMECC guidelines for all testing. d b. Organic Matter Content: 30% minimum. c c. pH: between 6.0 and 8.0. o a "n d. Maturity (growth screening): Minimum 90% emergence for all cop post to .•� vegetated. n..L r e. Particle Size: Sieve Size Percent Passing* rn c:3 2" 100 w 1" 90-100 — 3r 3/4" 65-100 3/8" 0-75 *6 inch maximum particle length. PART 3 - EXECUTION 3.01 EQUIPMENT A. Aerial Equipment: When aerial application of seed and fertilizer is specified, use aerial equipment capable of providing a uniform distribution of seed and fertilizer on the specified area. B. Compost Blower: A compost blower is pneumatic equipment to blow compost over the desired area. It may be equipped with a supplemental seed injection system. Use equipment with sufficient power to cover the required area without driving on the prepared seedbed. C. Cultipacker: Use a pull-type cultipacker with individual rollers or wheels. Cultipackers with sprocket-type spacers between the wheels may be used. The cultipacker must produce a corrugated surface on the area being compacted. Operate the cultipacker separately from all other operations, and do not attach the cultipacker to the seeder or disk, unless combined cultipacker seeder is manufactured to operate as a unit. Make provisions for addition of weight. D. Disk: When preparing a seedbed on ground having heavy vegetation, use a disk with cutaway blades. Make provisions for the addition of weight to obtain proper cutting depth. E. Endgate Cyclone Seeders: Endgate cyclone seeders must be suitably mounted. Movement must be provided by mechanical means. The seed drops through an adjustable flow regulator onto a rotating, power driven, horizontal disk or fan. F. Expanded Mesh Roller: Use equipment that is an open grid type or a cultipacker type, modified by covering with expanded metal mesh. G. Field Tiller: Use equipment designed for the preparation of the seedbed to the degree specified. 09010-12 H. Gravity Seeders: Gravity seeders must provide agitation of the seed, have an adjustable gate opening, and uniformly distribute seed on the prepared seedbed. Use a seed hopper equipped with baffle plates spaced no more than 2 feet apart. The baffle plates must extend from the agitator shaft to within approximately 2 inches of the top of the seed hopper. Wind guards are required to facilitate seeding when moderate wind conditions exist and when ordered by the Engineer. Place wind guards in front or in back (or both) of the seed outlet and extend them to near the ground line. This seeder may be used for application of fertilizer. I. Hand Cyclone Seeders: Hand cyclone seeders are carried by the person dispensing seed. The seed drops through an adjustable flow regulator onto a rotating, hand driven, horizontal disk or fan. J. Hydraulic Seeder: Use hydraulic seeding equipment with a pump rated at no less than 100 gallons per minute. Inoculant, seed, and fertilizer may be applied in a single operation. The equipment must have a suitable working pressure and a nozzle adapted to the type of work. Supply tanks must have a means of agitation. Calibrate tanks and provide them with a calibration stick or other approved device to indicate the volume used or remaining in the tank. K. Mowers: Use mowers that are rotary, flail, disk, or sickle type. Do not use mowers that bunch or windrow the mowed material. r.a L. Mulch Anchoring Equipment: Use mulch anchoring equipment designed to anaa3or straw or hay mulch into soil by means of dull blades or disks. It should have flat li1a'de)s or 'isks, have cutaway edges, must have a nominal minimum diameter of 20 inch9i,id alist be I spaced at approximately 8 inch intervals. The mulch anchoring equipme st pull:NB mechanical means and weigh approximately 1,000 pounds. When direct shey the.Engi eer, increase the weight by addition of ballast. rCrn .0 s M. Native Grass Seed Drill: Use a native grass seed drill designed to provifou? distribution of native grass and wildflower seeds. Provide separate seed boxes tgapply both small seeds as well as fluffy bearded seeds. If a no-till attachment is specified, uca an attachment of the same manufacturer as the drill. N. Pneumatic Seeder: Use an air blown system with sufficient power and hose to reach 300 feet. O. Pulverizer: Use equipment designed to break up compacted soil to prepare a seedbed. P. Rotary Tiller: Use equipment with rotary-type blades designed for the preparation of seedbed to the degree specified. Q. Slope Harrow: Use a slope harrow, consisting of a rolling weight attached by heavy chain to a tractor. The chain must be of suitable length, with picks attached, and a means of rotating the picks as the rolling weight is pulled in a direction parallel to the movement of the tractor. R. Spike Tooth Harrow: Use equipment designed to provide adjustment of the spike teeth to level the ground, or to be used as specified by the Engineer. S. Straw Mulching Machine: Use a machine to uniformly apply mulch material over the desired area without excessive pulverization. The Engineer may consider excessive pulverization as the general absence of straw longer than 6 inches after distribution. 3.02 AREA OF SEEDING Place seed only in the areas specified in the contract documents. Repair damaged areas that are disturbed outside the contract limits at the expense of the Contractor. Do not disturb areas having a satisfactory growth of desirable grasses or legumes. 3.03 FINISH GRADING AND TOPSOIL 09010-13 See Section 2010 for finish grading and topsoil placement. 3.04 CONVENTIONAL SEEDING A. Order of Operations: 1) fertilizing, 2) seedbed preparation, 3) seed preparation/application, and 4) mulching. B. Fertilizing: 1. Apply fertilizer immediately prior to seedbed preparation. Incorporate the fertilizer into the top 2 to 3 inches of topsoil during the seedbed preparation. Equipment that results in ruts or excessive compaction will not be allowed. 2. Do not apply fertilizer with native grass, wildflower, or wetland seeding. C. Seedbed Preparation, Permanent: 1. Limit preparation of seedbed to areas that will be seeded immediately upon completion. 2. Work areas accessible to field equipment to a depth of no less than 3 inches. Use mechanical rotary tillage equipment for the preparation of seedbed on earth shoulders, urban or raised medians, and rest areas. Prepare by hand areas inaccessible to field machinery, to a depth of no less than 2 inches. Use care that the entire width of the shoulder and areas around headwalls, wingwalls, flumes, and other structuratare prepared in the manner specified. Where weed growth has develops extert3#vely, the may be disked into the ground. If weed growth develops sufficiently Eierf with proper seedbed preparation, mow the weeds and remove them fron roilt at rye,.. additional cost to the Contracting Authority. --icy r- --<r rnrn Use crawler type or dual-wheeled tractors for seedbed preparation. O. ate quipalt in a manner to minimize displacement of soil and disturbance of then ass- 0 section. Harrow ridging in excess of 4 inches due to operation of tillie equOlment prior to rolling with the cultipacker. Roll the area with no less than one pass of thultipacker prior to permanent seeding. 3. Shape and fine grade to remove rills or gullies, water pockets, undesirable vegetation, and irregularities to provide a smooth, firm, and even surface true to grade and cross- section. For Type 1 (lawn seeding), prepare to a fine texture and without soil lumps. Coordinate preparation of all ditches designated for special ditch control with the seedbed preparation. Till parallel to the contours. 4. Smooth the seedbed with a cultivator-type tillage tool having a rake bar or a rock rake. Pick up and remove all debris, such as rocks, stones, concrete larger than 2 inches (1/2 inch maximum for lawn seeding), or roots and other objectionable material that will interfere with the seeding operation. A spring tooth cultivator may be used in lieu of a rock picker. Remove the rock by hand after each use of the cultivator; repeat the process until the soil is relatively free of rock as determined by the Engineer. 5. Choose equipment to minimize soil compaction. Operate equipment in a manner to minimize displacement of soil and disturbance of the design cross-section. Roll the area with at least one pass of the cultipacker. Remove ruts that develop during the sequence of operations before subsequent operations are performed. This must be completed just prior to seeding and the work approved by the Engineer before the seeding application. D. Seedbed Preparation, Temporary: Till the soil to a minimum depth of 5 inches with a disk, harrow, or field cultivator. E. Seeding: 09010-14 1. Seed Preparation: a. Thoroughly mix all seed specified for the contract prior to placing the seed in the seed hopper. Provide 48 hours notice prior to mixing the seed, and give the Engineer an opportunity to witness the seed mixing. The mixing of a certified blue tag seed mix at an approved (by Iowa Crop Improvement Association) seed conditioner's facility need not be witnessed. b. Treat all legume seed with a commercial sticking agent to be applied prior to application of inoculant, or as a mixture when the sticking agent is compatible with other materials. A sticking agent is not required if a liquid formulation of inoculant is used. Use mechanical mixing equipment to apply sticking agent and inoculant on seed quantities over 50 pounds. c. Inoculate all legumes with a standard product humus culture before being mixed with other seeds for sowing. d. Inoculate all legumes with a standard culture at the rate specified by the manufacturer of the inoculant according to Iowa DOT Article 4169.04. Do not expose inoculated seed to direct sunlight for more than 30 minutes. Re-inoculate seed that is not sown within 8 hours after inoculation prior to use. Pre-inoculated seed with manufacturer's recommended protective coating may be used in lieu of seed with Contractor-applied inoculant. e. When the gravity or cyclone seeder is used for application of seed, inoculate legume seed according to the manufacturer's recommended procedures, before mixing with other grass seeds for sowing. Furnish and apply inoculant. 2. Seed Application, Permanent: a. Prior to seeding, the seedbed will be inspected and approved by the Engineer. Use methods and procedures consistent with equipment manufacturer's recommendations; however, do not operate ground-driven equipment at speeds greater than 10 mph. b. On all areas accessible to machinery, sow seed with a gravity seeder, endgate cyclone seeder, or seed drill. c. On areas inaccessible to field machinery, the use of hand-operated cyclone seeders will be allowed, but no other hand-seeding methods will be accepted. d. The application of grass and legume seed with hand seeders on early spring work must be performed as separate operations. No mixing of the two types of seed will be allowed. e. All seeded areas will have one pass with a roller or cultipacker to firm the soil. 3. Seed Application, Temporary: a. On areas accessible to field machinery, sow seed with an endgate cyclone seeder. b. On areas inaccessible to field machinery, the use of hand-operated cyclone seeders will be allowed, but no other hand-operated seeding methods will be accepted. c. Cover the seed and fertilizer by lightly tilling the seeded area with a disk, rigid harrow, spring tooth harrow, or field cultivator. 4. Seeding Outside of the Specified Seeding Dates: With the agreement of the Engineer and at the full responsibility of the Contractor, seeding operations for all seed types may be conducted outside the specified seeding dates. Should the seeded areas require reseeding, it must be done as specified and at no additional cost to the Contracting Authority. a. Dormant Seeding: When winter dormant seeding is allowed or specified by the Jurisdiction, complete it when air temperatures are consistently below 40°F and prior to December 25 of a given year. Dormant seeding is not allowed on snow. 1) Prepare the seedbed before the ground freezes. ry 2) To ensure protection of the seed, apply on a frosty morning o$eforempredicted snow. a 3) Seeding may be done by hand or with seeding equipment. �=t 4) For hydraulic seeding, apply the fertilizer at no more than 0.P56nds-aitrog f er 1000 square feet, followed by the seed. tom ('— b. Frost Seeding (Overseeding): rr� St) c� a 09010-15 cn 1) Complete frost seeding, also referred to as overseeding, in the spring when the ground is friable from frost action (February 1 to April 1). 2) Frost seeding is not allowed on more than 1 inch of snow. 3) Seeding can be done with a hand-operated cyclone seeder or other equipment. 4) Seedbed preparation will not be required provided the ground is friable from frost action. F. Mulching: 1. Mulch all conventionally seeded areas the same day the seed is sown. Uniformly distribute the mulch over the required areas at a rate of 1.5 tons/acre for dry cereal straw, or native grass straw. Prairie hay is not suitable for Type 1 (lawn seeding). 2. Work the mulch into the soil with mulch anchoring equipment designed to anchor the mulch into the soil by means of dull blades or disks with a minimum of two passes. Operate equipment in a manner to minimize displacement of the soil and disturbance of the design cross-section. 3.05 HYDRAULIC SEEDING A. Order of Operations: 1. Seedbed preparation 2. Seed application, fertilizing, and mulching B. Seedbed Preparation: Follow seedbed preparation for conventional seeding in Section 9010, 3.04. C. Seed Preparation: Inoculant, in the quantities specified above, may be applied directly into the supply tank with seed, water, and other material. D. Seed Application, Fertilizing, and Mulching: 1. Place all material, seed, fertilizer, mulch, and tackifier(if applicable) in hydraulic mulching equipment specifically manufactured for hydraulic seeding. 2. Ensure the hydraulic equipment, pump, and application process do not damage or crack seeds. 3. Mix materials with fresh potable water using a combination of both recirculation through the equipment's pump, and mechanical agitation to form a homogeneous slurry. 4. Apply mixture within 1 hour after seed and fertilizer are placed in the hydraulic seeder. 5. If necessary, dampen dry, dusty soil, to prevent balling of the material during application. 6. Apply the slurry evenly over all specified areas at component material rates specified. a. Wood Cellulose Mulch: 1) Mulch: Minimum 3,000 lb/acre dry weight. 2) Tackifier: Minimum 50 lb/acre. b. Bonded Fiber Matrix: Minimum 3,000 lb/acre dry weight. a' c. Mechanically-bonded Fiber Matrix: Minimum 3,000 lb/acre dry wet t. 1 7. Retain and count empty bags of mulch to ensure final application rac-) — 8. Hydromulching may be done over conventional seeding and/or ferti jag, if*provrny the Engineer. c;a cn 09010-16 E. Native Grass, Wildflower, and Wetland Grass Seeding: Hydraulic seeding of native grasses, wildflowers, and wetland grasses is allowed only if approved by the Engineer. If allowed, increase specific seed rates by 25%. Do not apply fertilizer. 3.06 PNEUMATIC SEEDING A. Order of Operations: 1) seedbed preparation, 2) seed preparation, and 3) seed application. B. Seedbed Preparation: Follow seedbed preparation for conventional seeding in Section 9010, 3.04. C. Seed Preparation: Follow seed preparation for conventional seeding in Section 9010, 3.04. Pre-inoculate seed in the quantities specified above prior to placing in the seed equipment. D. Seed Application: 1. Place all material, seed, fertilizer, and compost in equipment with a calibrated seeder attachment specifically designed for pneumatic seeding. Do not apply fertilizer with native grass, wildflower, or wetland seeding. 2. Apply compost to a 1 inch minimum depth on all designated disturbed areas. Apply the compost with a pneumatic (air blower) system with sufficient power and hose to reach 300 feet. Driving on the soil to apply compost will not be allowed. 3. Inject seed and fertilizer into the top 1/4 inch to 1/2 inch of compost during application with a calibrated seed injector at the specified rate. Do not inject native grasses and forbs more than 1/4 inch. 3.07 WATERING A. Provide water, equipment, transportation, water tanker, hoses, and sprinklers. B. Use enough water to keep the soil and mulch moist to a depth of 1 inch and ensure growth of the seed. For turfgrass seeding areas, sufficiently water to keep the soil moist for a minimum of 21 days. If natural rainfall is adequate to keep the soil and mulch moist, artificial watering may not be needed. 3.08 RE-SEEDING A. When all work related to seeding, fertilizing, and/or mulching has been completed on an area, and is washed out or damaged, re-seed, fertilize, and/or mulch the area at the contract unit price(s)when so ordered by the Engineer. B. When work related to seeding, fertilizing, and/or mulching has not been completed in an area and is washed out or damaged, re-seed, fertilize, and/or mulch the area as necessary at no additional cost to the Contracting Authority. 3.09 CLEAN UP o Co C.) All work related to clean up throughout the project and upon completion is the r nsiggity of tl Contractor, at no additional cost to the Contracting Authority. A. Remove all excess materials, debris, and equipment upon completion of w d ...o M B. Clean all paved surfaces open for public use at the end of each day and moil§fortzvaste0 precipitation. cn C. Repair any damage resulting from seeding operations. 09010-17 D. Remove hydraulic slurry and other excess debris related to seeding operations from buildings, landscaping, mulch, pavement, signs, sign posts, and any other areas not specified for application, at the end of each day. 3.10 ACCEPTANCE AND WARRANTY A. Acceptance: 1. Guarantee in writing that all work has been completed as specified and provide the date that all activities were completed. When a warranty is a separately-bid item, this also establishes the beginning of the warranty period. 2. Acceptance will occur, provided seeded areas are in a live, healthy, growing, and well- established condition without eroded areas, bare spots, weeds, undesirable grasses, disease, or insects. a. Projects without a separately-bid warranty will be accepted no sooner than 60 days from the date that all activities were completed. b. When a warranty is established as a bid item and the warranty period excludes 60 days, projects may be accepted after all specified work, excluding the warranty, is satisfactorily completed, and a supplemental contract for the warranty is executed according to the Code of Iowa Section 573.27. B. Warranty: 1. Required only when established as a bid item by the Engineer. 2. The warranty is to guarantee completed seeding areas for a maximum period of twelve months. 3. During the warranty period, correct and reseed any defects in the seeded areas and grass stand, such as weedy areas, eroded areas, and bare spots, until all affected areas are accepted by the Engineer. 4. Replace or repair to original condition, all damages to property resulting from the seeding operation or from the remedying of defects, at the Contractor's expense. 5. Replacement costs are the Contractor's responsibility, except for those resulting from loss or damage due to occupancy of the project in any part, vandalism, civil disobedience, acts of neglect on the part of others, physical damage by animals, vehicles, fire, or losses due to curtailment of water by local authority, or by "Acts of God." END OF SECTION CJ o y --ic, v r". rn rD Z ca cn 09010-18 SS-15006 (Replaces DS-15024) QIowADoT SUPPLEMENTAL SPECIFICATIONS FOR HOT MIX ASPHALT INTERLAYER Effective Date October 18, 2016 THE STANDARD SPECIFICATIONS, SERIES 2015, ARE AMENDED BY THE FOLLOWING MODIFICATIONS AND ADDITIONS. THESE ARE SUPPLEMENTAL SPECIFICATIONS AND THEY PREVAIL OVER THOSE PUBLISHED IN THE STANDARD SPECIFICATIONS. 15006.01 DESCRIPTION. These specifications describe requirements for a highly polymer modified asphalt interlayer. Apply Section 2303 of the Standard Specifications unless otherwise directed in these specifications. 15006.02 MATERIALS. A. Asphalt Binder. Use a PG 64-34 58-34E. B. Mix Design. 1. See Materials I.M. 510 Appendix A. 2. Mix approval is based on Performance Testing Requirements per Table 4 in Materials I.M. 510 Appendix A. 3. Do not use RAP. 15006.03 CONSTRUCTION. A. Tack the ci ancd surface prior to placement of the interlayer using a trackless product approved on AASHTO's Product Evaluation Listing (APEL). Apply a second tack coat prior to placement of the next lift. Subsequent lifts that arc at least 1 1/2 inches in thickness may use any approved tack outlined in Article 2303.02, E, 1. Apply tack coat prior to placement of HMA interlayer according to Section 2303 of the Standard Specifications. B. Compact with steel wheeled roller. o CD w C. Do not pave unless ambient temperatures are at least 60°F and rising. t 47) D. Do not open to traffic until the entire mat has cooled below 150°F. --=�c7 v r""b in rn E. Quality Assurance/Quality Control. *(3 :2 cn SS-15006, Page 2 of 2 1. Field Voids Acceptance. Acceptance for field voids shall be Class II compaction defined in Section 2303 of the Standard Specifications. 2. Lab Voids Acceptance. Sample and test one hot box per day of production unless otherwise approved by the Engineer. Apply Article 2303.05, A, 3, a, 2, of thelStancterct Specifications for AAD acceptance. Air void target is based on approved JMF. 3. Take at least one cold feed for gradation control. 15006.04 METHOD OF MEASUREMENT. Hot Mix Asphalt Interlayer, of the size specified, will be measured according to Article 2303.04 of the Standard Specifications. 15006.05 BASIS OF PAYMENT. Hot Mix Asphalt Interlayer, of the size specified, will be paid for according to Article 2303.05 of the Standard Specifications. N a m Xelo .71 w Q cry CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL DIVISION 8—TRAFFIC CONTROL SECTION 8010—TRAFFIC SIGNALS 8010, 2.01—UNDERGROUND,A. Handhole, 1. General, a. Cable Hooks: Delete the subsection and replace with the following: Provide four galvanized steel cable hooks with a minimum diameter of 3/8 inch and a minimum length of 5 inches. Provide with Type I handholes only. 8010, 2.01—UNDERGROUND,A. Handhole, 3. Composite Handhole and Cover: Delete the subsection and replace with the following: Provide composite handholes unless specified otherwise on the plans. Composed of mortar consisting of sand,gravel, and polyester resin reinforced by a woven glass fiber mat or of resin mortar and fiberglass. Provide a skid resistant surface on the cover. Provide two 3/8-16 UNC stainless steel hex head bolts with washers.The handholes shall have ANSI Tier 22 ratings and the covers shall have ANSI Tier 15 ratings. Covers shall be two piece for Type III and Type IV handholes. 8010, 2.01—UNDERGROUND, B. Conduit, 3. Plastic Conduit and Fittings, b. HDPE: Delete the subsection and replace with the following: 1) Comply with ASTM F 2160(conduit) and ASTM D 3350 (HDPE material), SDR 11. 2) Use orange colored conduit. 3) Continuous reel or straight pieces to minimize splicing. 4) For dissimilar conduit connections, provide an adhesive compatible with both materials. 5) Conduit couplers for HDPE to HDPE connections shall be double e-loc couplers. 6) HDPE duct plugs shall be blank expandable duct plugs with elastomeric gaskets and rope loops. 8010, 2.01—UNDERGROUND, C.Wiring and Cable,4. Communications Cable: Delete the subsection and replace with the following: Communications cable shall be fiber optic cable only. Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 2.01—UNDERGROUND, C.Wiring and Cable, 5. Category SE (Cat5E)Cable: Delete the subsection and replace with the following: 5. Category 5E (Cat5E), Category 6(Cat6),and Category 6A(Cat6A)Cable:Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 2.01—UNDERGROUND,C. Wiring and Cable,6. Fiber Optic Cable and Accessories: Datete the subsection and replace with the following: Specifications shall be furnished by the c5y of loXa City Information Technology Services Division. )DP'� 8010, 2.01—UNDERGROUND, C.Wiring and Cable:Add the following subsection: 74c"."() rn m 7. Pull tape: Pull tape shall be a flat polyester pull-tape with a minimum pu( strerTgth ot550 lbs. with permanent sequential footage markings. to vt 8010, 2.02—DETECTION, B. Pedestrian Push Button Detectors: 2.Accessible Pedestrian Signals(APS) Push Button Stations:Add the following note: SS-8010-1 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL The City of Iowa City uses Polara iNavigator Push Button Stations with 9" x 15" front plate adapters and 9"x15" R10-3e faceplates with braille when APS push buttons are specified on the plans. Button covers shall be black in color. 8010, 2.02—DETECTION, B. Pedestrian Push Button Detectors:3. Solid State Pedestrian Push Button (Non-APS): Add the following note: The City of Iowa City uses round Polara BullDog push buttons when non-APS push buttons are specified on the plans. Body color shall be black. 8010, 2.02—DETECTION, B. Pedestrian Push Button Detectors:4. Signs: Delete the subsection and replace with the following: 4. Signs: Furnish R10-3e signs with directional arrows as shown on the plans complying with MUTCD. 8010, 2.02—DETECTION,C.Video Detection Camera System:Add the following note: The City of Iowa City uses the iteris VantageNext video detection system, processors, and cameras unless otherwise specified on the plans. 8010, 2.02—DETECTION: Add the following subsection: D. Radar Detection System:The City of Iowa City uses the Wavetronix radar detection system unless otherwise specified on the plans. 8010, 2.03—COMMUNICATIONS,A.Traffic Monitoring System: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 2.03—COMMUNICATIONS, B. Fiber Optic Hub Cabinet: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. ry 8010, 2.04—CABINET AND CONTROLLER,A. NEMA Controller, Cabinet,and Auxilias5Equiparent, 1. Controller: Add the following note: Scc? 24; D— = The City of Iowa City uses Siemens m60 Series ATC controllers. �� �rn s m D tf1 8010, 2.04—CABINET AND CONTROLLER,A. NEMA Controller, Cabinet,and Auxiliary Equipment, 2. Cabinet: Add the following subsections: j.The cabinet shall contain strong mounting shelves to accommodate the mounting of the controller and all auxiliary equipment.The mounting shelves shall permit the controller and all SS-8010-2 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL auxiliary equipment to be withdrawn from the cabinet for inspection or maintenance without breaking any electrical connections or interrupting operation of the controller. k.The cabinet shall contain two thermostatically controlled duct fan units with a minimum rating of 100 CFM in free air shall be installed in the cabinet to provide forced air ventilation through the cabinet.The fan unit shall be mounted to the inside top of the cabinet and shall be easily removed and replaced without having to dismantle any part of the cabinet or exhaust duct system. The thermostat controlling the fans shall be manually adjustable to turn on between 90 degrees F and 150 degrees F with a differential of not more than 10 degrees F between automatic turn-on and turn-off.The fans shall intake air through filtered vents located near the bottom of the cabinet or cabinet door and exhaust it through a weather-proof, screened duct located near the top of the cabinet. Fiberglass type dry filters shall be used to cover the air intakes into the cabinet. These filters shall be easily removed and replaced and be of standard dimensions commercially available. The filters shall be provided with positive retainment on all sides to prevent warpage and entry of foreign matter around the edges. I. Provide a piggy back cabinet for the battery backup system. 8010, 2.04—CABINET AND CONTROLLER, B. Uniterruptible Power Supply Battery Backup System:Add the following note: The City of Iowa City uses alpha Technologies battery backup system with an Ethernet interface for remote monitoring. 8010, 2.05—POLES, HEADS,AND SIGNS,A.Vehicle Traffic Signal Head Assembly, 1. Housing: Delete subsection a. and replace with the following: a. Individual signal sections made of durable polycarbonate.Color shall be black and integral to the materials composition. 8010, 2.05—POLES, HEADS,AND SIGNS,A.Vehicle Traffic Signal Head Assembly, 7. Mounting Hardware:Add the following subsection: c. All traffic signal heads shall be side mounted when installed on a vertical pole. Pogtop mounting is not allowed. Factor side mounting and minimum mounting hei8t regiments when determining pedestal pole shaft lengths. 211' "n ::► ..... 8010, 2.05—POLES, HEADS,AND SIGNS,A.Vehicle Traffic Signal Head Assembly, Moduler" Delete subsection and replace with the following: :<rn '"n r'D7 3 Comply with current ITE standards. LED modules shall be provided with a is year WformPe • warranty. 8010, 2.05—POLES, HEADS,AND SIGNS, B. Pedestrian Traffic Signal Head Assembly, 1. Housing: Delete subsection a. and replace with the following: a. Made of a durable polycarbonate. Color shall be black and integral to the materials composition. SS-8010-3 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL 8010, 2.05—POLES, HEADS,AND SIGNS, B. Pedestrian Traffic Signal Head Assembly, 1. Housing: Delete subsection b. and replace with the following: b. Self-contained unit capable of separate mounting or inclusion in a signal face containing two signal sections rigidly and securely fastened together. 8010, 2.05—POLES, HEADS,AND SIGNS, B. Pedestrian Traffic Signal Head Assembly, 3. LED Module: Add the following subsection: c. LED modules shall be provided with a 15 year performance warranty. 8010, 2.05—POLES, HEADS,AND SIGNS, C.Traffic Signal Poles and Mast Arms, 1.General: Delete subsection c. and replace with the following: c. Use continuously tapered, round, steel poles of the anchor base type. Fabricate poles of low carbon (maximum carbon 0.30%) steel of U.S. standard gauge. 8010, 2.05—POLES, HEADS,AND SIGNS, C.Traffic Signal Poles and Mast Arms, 1. General: Delete subsection f. and replace with the following: f. Where a combination street lighting/signal pole is specified in the contract documents, ensure the luminaire arm is mounted in the same vertical plane as the signal arm unless otherwise specified. Use a luminaire arm of the single member tapered type. Fabricate the pole with a minimum 4 inch by 6 inch handhole and cover located opposite the signal mast arm. Luminaire mounting height shall be 30 feet unless otherwise specified. 8010, 2.05—POLES, HEADS,AND SIGNS, E. Pedestrian Push Button Post:Add the following note: The City of Iowa City uses Frey Manufacturing Corporation Crosswalk Pedestals or pedestal poles as described in subsection D.Traffic Signal Pedestal Poles depending on the location of the intersection. Provide push button posts as specified on the plans. 8010, 2.05—POLES, HEADS,AND SIGNS, F.Traffic Signs:Add the following note: ca The City of Iowa City will supply the street name signs.The CONTRACTOR st4up 'ji the--y., universally adjustable mast arm sign brackets and install the street name sigru.3nc#Ri-acketS: c-, =an v ;<m a M oM Q cp 8010, 3.01—UNDERGROUND,A. Handhole, 2. Excavation: Delete subsection and replacedlth the following: 2. Excavation: Excavate as necessary to accommodate the handhole and granular base. The CONTRACTOR is responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, and base courses and SS-8010-4 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL bituminous surfaces shall be replaced with new materials and the cost shall be incidental to the work.All waste material and debris shall be disposed of at a sanitary landfill at the CONTRACTOR'S expense. 8010, 3.01—UNDERGROUND,A. Handhole, 5. Conduit:Add the following subsection: d. Cap unused conduits with duct plugs. 8010, 3.01—UNDERGROUND,A. Handhole, 6. Cable Hooks: Delete the subsection and replace with the following: Install cable hooks centered between the knockouts and the top of the handhole for Type I handholes only. 8010, 3.01—UNDERGROUND, B. Conduit, 1. General: Delete subsection a. and replace with the following: a. Place conduit to a minimum depth of 30 inches and a maximum depth of 48 inches below the gutterline. When conduit is placed behind the curb, place to a minimum depth of 30 inches and a maximum depth of 48 inches below top of curb. 8010, 3.01—UNDERGROUND, B. Conduit, 1. General: Delete subsection e. and replace with the following: e. Install duct plugs in conduit ends. When duct plugs are not practical, pack conduit ends with conduit sealing compound. 8010, 3.01—UNDERGROUND, B. Conduit, 1. General:Add the following subsection: f. Install pull tape in each conduit segment and secure to duct plugs at each end. 8010, 3.01—UNDERGROUND, B. Conduit, 2.Trenched Installation:Add the following subsection: c. The CONTRACTOR is responsible for incidental sidewalk removal and replacement,.pecessary to complete the signal construction. Whenever excavation is made across p wayssravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shallcr?pl4d orM restored as nearly as possible to its original condition and the whole area in4i3hrdd s ill beJ�t.in a neat and presentable condition. Concrete sidewalk pavements, and base c �[�,�es apF1 bituminous surfaces shall be replaced with new materials and the cost shall4fflcic tal Tyr work. rn 8010, 3.01—UNDERGROUND,C.Wiring and Cable: Delete subsection 1 and replac?'with th Following: 1. Where practical, follow color codes and ensure cables are properly labeled at the controller with durable labels, or other appropriate methods, attached to the cables. Label home runs for signal and video cables as follows: northeast corner is blue, southeast corner is orange, southwest corner is yellow, and northwest corner is green. Other Iowa City cable and color codes are as follows: Left turn signals= 1 tape Through signals= 2 tapes Right turn signals=3 tapes SS-8010-5 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL 4 Conductor Cables 7 Conductor Cables 9 Conductor Cables—Pedestrian Signals Green ball=green Green ball = green Main street walk=green Yellow ball = black Yellow ball = orange Main street don't walk= red Red ball = red Red ball = red Side street walk=green/black Common =White Green arrow= blue Side street don't walk= red/black Yellow arrow= black Common =white Common =white and white/black Main street push button =orange Side street push button = black Common =white/black Common = blue 8010, 3.01—UNDERGROUND, C.Wiring and Cable,9. Fiber Optic Cable and Accessories: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 3.01—UNDERGROUND, C. Wiring and Cable, 10. Fiber Optic Cable Field Testing: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 3.01—UNDERGROUND, D. Footings and Foundations, 1. Excavation:Add the following subsection: a. The CONTRACTOR is responsible for incidental sidewalk removal and replacement necessary to complete the signal construction.Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod,topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, and base courses and bituminous surfaces shall be replaced with new materials and the cost shall be incidental to the work. rs O CO 9 a -� 8010, 3.01—UNDERGROUND, D. Footings and Foundations,2. Foundation:Add tg subsection: =an --r r 7 m 4. Removal:Where shown on the plans, the CONTRACTOR shall remove thaag ofWe exey mast arm footings, anchor bolts, and conduits to 36 inches below the exisre: top Securb or edge of pavement elevation. Waste materials shall be removed from the site and cgposed in accordance with local regulations. Backfilling for the removal shall be performed with mechanical compaction equipment meeting the requirements for backfilling conduit.The upper 6 inches of the removal area, if outside the proposed pavement, shall be backfilled with black dirt. 8010, 3.02—DETECTION:Add the following subsection: SS-8010-6 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL D. Radar Detection System: Install according to the manufacturer's recommendations and as specified in the contract documents. 8010, 3.03-COMMUNICATIONS,A.Traffic Monitoring System: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 3.03—COMMUNICATIONS, B. Fiber Optic Hub Cabinet: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 3.05—POLES, HEADS,AND SIGNS,A.Vehicle and Pedestrian Traffic Signal Heads:Add the following subsection: 5. Pole mounted signal heads and pedestrian push buttons are shown on the plans and schematic drawings in schematic form only. Pole mounted signal heads are generally intended to be mounted on the face of pole with respect to oncoming traffic. Modifications to this are required when the view of the pole mounted signal indication is blocked. Pedestrian push buttons shall be located on the pole face so the arrow on the R10-3e sign directs pedestrians to the appropriate crosswalk. The location of signal heads in which the view of the indications is blocked or partially blocked by utility poles, trees, other signal heads or any physical obstructions shall be adjusted to a location approved by the ENGINEER. Standard heights and locations shown on the plans are typical for unobstructed locations. Signal heads installed without approval of the ENGINEER, which in the opinion of the ENGINEER are obstructed, shall be relocated at the CONTRACTOR'S expense. Holes in the poles due to this signal relocation shall be plugged in a manner acceptable to the ENGINEER. O O° i r. :<rn -v !Z7 s o� SS-8010-7 FILED 2OI8 APR 17 PM 3: 46 CITY CLERK IOWA CITY, IOWA X Z W 0 0 12A-1 Iowa Department _9owa , Design Manual quip of Transportation Chapter 12 - Sidewalks and Bicycle Facilities SUDAS 12A- Sidewalks General Sidewalk Requirements A. Introduction Sidewalks are an integral component of the transportation system. They provide a designated area, separated from the roadway, for pedestrians to use for both travel and recreation. Along roadways where pedestrians are present or anticipated,consideration should be given to constructing sidewalks on both sides of the road to minimize conflicts between vehicles and pedestrians. Where sidewalks are provided,they must be constructed so they are accessible to all potential users, including those with disabilities. Design standards for pedestrian access routes are provided in Section 12A-2. B. Sidewalk Classes SUDAS identifies three classes of sidewalks,which are described below. Class B and C sidewalks provide a grass strip between the back of curb and the sidewalk,often referred to as the"parking." 1. Class A: Class A sidewalks begin at the back of curb and generally extend to the right-of-way line. These types of sidewalks are typical in downtown areas. Consideration must be given to the location of street signs, street lighting,utilities,mailboxes, snow storage,and other obstacles when utilizing Class A sidewalk. 2. Class B: Class B sidewalks are constructed with the back edge of the sidewalk 1 foot or more off of the right-of-way line. 3. Class C: Class C sidewalks have the back edge of the sidewalk on the right-of-way line. • o CD CC ::C.> 40. mil ter.{ 7 __ r m x- C1, 1 Revised: 9/20/2012 SUDAS 2013 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-1 -General Sidewalk Requirements Figure 12A-1.01: Classes of Sidewalk Back of Back of—1 Back of Curb Curb Parking Curb Parking ■ ■ 0 Possible C o x building x x — 1'or greater parking Parking inisaj 1 J l Width varies 4'min. 4'mina Class A Class B Class C C. Accessible Sidewalk Design It has been common practice to place the responsibility for sidewalk ramp layout on the contractor or construction inspector. This has resulted in the sidewalk,curb ramps,driveway crossings,etc.being designed in the field,often with mixed accessibility results. As public right-of-way accessibility comes under greater scrutiny,it is increasingly important that newly constructed or altered sidewalks meet accessibility requirements. Therefore, sidewalks,curb ramps,and street crossings shall be included as part of the design process and the details of those designs shall be included in the contract documents as appropriate. Projects reviewed or let by the Iowa DOT will require use of S sheets according to the Iowa DOT Design Manual Section 1F-18. co D. Construction Requirements1111111119 y, 1. Sidewalk Thickness: Sidewalks should be constructed of PCC with a minirhiolcaess inches. Where sidewalks cross driveways,the minimum thickness is 6 inchehe.t,13icknf the driveway,whichever is greater. 6,3 a w 2. Obstructions: All obstructions are to be removed or relocated except for the that are impractical to move. In new development areas,these items should never occur,butT older, established areas,they will have to be addressed. In the case where the sidewalk is shifted to avoid an obstacle,use of a minimum 2:1 taper to and from the obstruction with a straight section adjacent to the obstruction should be considered. Flatter tapers may be used if space is available and user volume is high. 3. Construction Tolerances: Dimensions are subject to conventional industry tolerances except where dimensions are stated as a range,minimum,or maximum. Conventional industry tolerances include tolerances for field conditions and tolerances that may be a necessary consequence of a particular manufacturing process. Conventional industry tolerances do not apply to design work; see PROWAG R103.1. Designing features to the target values,rather than the allowable maximum or minimum,allows for appropriate construction tolerances and field adjustment during construction while maintaining compliance with PROWAG. 2 Revised: 9/20/2012 SUDAS 2013 Edition Chronology of Changes to Design Manual Section: 012A-001 General Sidewalk Requirements 9/20/2012 Revised Updated header to include SUDAS for joint publication. 4/17/2012 NEW New. Replaces 11A-1 and 11A-2. w ago c� n-4 tl 3 ^ E:573 A 12A-2 &IOWA DOT Jowa Design Manual Chapter 12- Sidewalks and Bicycle Facilities SUDAS 12A-Sidewalks Accessible Sidewalk Requirements A. Introduction SUDAS and Iowa DOT jointly developed this section based on the July 26,2011 "Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right-of-Way." This section was developed in accordance with Federal regulations(23 CFR 652 and 28 CFR 35)and is the standard for use by all governmental entities in the State of Iowa. A local jurisdiction may elect to produce their own standards;however,these will require review and approval by FHWA and/or the United States Department of Justice. Where sidewalks are provided,they must be constructed so they are accessible to all potential users, including those with disabilities. This section establishes the criteria necessary to make an element physically accessible to people with disabilities. This section also identifies what features need to be accessible and then provides the specific measurements,dimensions,and other technical information needed to make the feature accessible. The requirements of this section were developed based on the following documents: 1. ADAAG: The"Americans with Disabilities Act Accessibilities Guidelines"(ADAAG)was written by the US Access Board and adopted by the Department of Justice(DOJ)in 2010. This document includes a broad range of accessibility guidelines including businesses,restaurants, public facilities,public transportation,and sidewalks. These standards were originally adopted in 1991 and have been expanded and revised several times. 2. PROWAG: The July 26,2011 "Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right-of-Way"was written by the US Access Board and is also known as the Public Right-of-Way Accessibility Guidelines or PROWAG. PROWAG provides more specific information than the ADAAG for transportation facilities within the right-of-way including pedestrian access routes,signals,and parking facilities. The PROWAG requirements are currently in the development and adoption process and have not been officially adopted by the Department of Justice;however,the Federal Highway Administration has issued guidance that the draft version of the PROWAG"are currently recommended best practices,and can be considered the state of the practice that could be followed for areas not fully addressed"in the existing ADAAG requirements. Due to the widespread acceptance of the PROWAG,and their pending adoption in theuture,the standards of this chapter are based upon the PROWAG requirements. The diner ia@ncouraeed to reference the complete PROWAG document for additional information(w cc- TT]] board.gov). References to the PROWAG in this section are shown in parentlle5es e.g,.(R30 1I Buildings and other structures not covered by PROWAG must comply with tiliCable requirements of the ADAAG. For parks,recreational areas,and shared use paThisiefeoto of sections within this chapter. © pc Q al 1 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12.A-2 -Accessible Sidman. Requirements B. Transition Plan The ADA law passed in 1990 required public entities with more than 50 total employees to develop a formal transition plan identifying the steps necessary to meet ADA accessibility requirements for all pedestrian access routes within their jurisdiction by upgrading all noncompliant features. Recognizing that it would be difficult to upgrade all facilities immediately,the law provided the opportunity to develop a transition plan for the implementation of these improvements. Covered entities had until 1992 to complete a transition plan. In addition,any local public agency that is a recipient of US DOT funds must have a transition plan. For those agencies that have not completed a transition plan,it is critical that this process be completed. Although the transition plan may cover a broader scope,this section will only cover requirements within the public right-of-way. Key elements of a transition plan include the following: • Identifying physical obstacles in the public agency's facilities that limit the accessibility of its programs or activities to individuals with disabilities • A detailed description of the methods that will be used to make the facilities accessible • A schedule for taking the steps necessary to upgrade pedestrian access in each year following the transition plan • Identification of the individual responsible for implementation of the plan The document:ADA Transition Plans:A Guide to Best Management Practices(NCHRP Project No. 20-7(232))provides guidance for the development and update of transition plans. The document also assists communities in prioritizing required improvements for accessibility. Public entities not required to have a formal transition plan arc required to address noncompliant pedestrian access routes. C. Definitions Accessible: Facilities that comply with the requirements of this section. Alteration: An alteration is a change that affects or could affect the usability of 6 or pan:of a building or facility. Alterations of streets,roadways,or highways include activitih a o reconstruction,rehabilitation,resurfacing,widening,and projects of similar scaleid' ffec . =ace Alternate Pedestrian Access Route: A route provided when a pedestrian circul4eXpatikis rn temporarily closed by construction,alterations,maintenance operations, or other c > tioti o re- Curb Line: A line at the face of the curb that marks the transition between the cult and tg gutter, street,or highway. Cross Slope: The grade that is perpendicular to the direction of pedestrian travel. Crosswalk: See pedestrian street crossing. Curb Ramp: A ramp that cuts through or is built up to the curb. Curb ramps can be perpendicular, parallel,or a combination of parallel and perpendicular curb ramps. Detectable Warning: Detectable warnings consist of small,truncated domes built in or applied to a walking surface that are detectable by cane or underfoot. On pedestrian access routes,detectable warning surfaces indicate the boundary between a pedestrian route and a vehicular route for pedestrians who are blind or have low vision. 2 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements New Construction: Construction of a roadway where an existing roadway does not currently exist. Pedestrian Access Route: A continuous and unobstructed path of travel provided for pedestrians with disabilities within,or coinciding with,a pedestrian circulation path. Pedestrian Circulation Path: A prepared exterior or interior surface provided for pedestrian travel in the public right-of-way. Pedestrian Street Crossing: A marked or unmarked route,providing an accessible path to travel from one side of the street to the other. Pedestrian street crossings are a component of the pedestrian access route and/or the pedestrian circulation path. Running Slope: The grade that is parallel to the direction of pedestrian travel. PROWAG: The Public Right-of-way Accessibility Guidelines establish the criteria for providing a feature within the public right-of-way that is physically accessible to those with physical disabilities. Scope of the Project: Work that can reasonably be completed within the limits of the project. This is not defined by the written project scope;however,it focuses on whether the alteration project presents an opportunity to design the altered element,space,or facility in an accessible manner. Structurally Impracticable: Something that has little likelihood of being accomplished because of those rare circumstances when the unique characteristics of terrain prevent the incorporation of full and strict compliance with this section. Applies to new construction only. Technically Infeasible: With respect to an alteration of an existing facility, something that has little likelihood of being accomplished because existing structural conditions would require removing or altering a load-bearing member that is an essential part of the structural frame; or because other existing physical or site constraints prohibit modification or addition of elements,spaces, or features that are in full and strict compliance with the requirements of this section. (2010 ADAAG 106.5) Turning Space: An area at the top or bottom of a curb ramp,providing a space for pedestrians to stop,rest,or change direction. D. Applicability 1. New Construction: Newly constructed facilities within the scope of the project shall be made accessible to persons with disabilities, except when a public agency can demonstrate it is structurally impracticable to provide full compliance with the requirements of this section. Structural impracticability is limited to only those rare situations when the unique characteristics of terrain make it physically impossible to construct facilities that are fully co Cant. (all compliance with this section is structurally impracticable,compliance is requir ke)the tent .11 that it is not structurally impracticable. [2010 ADAAG 28 CFR 35.151(a)] >--4 — 2.. Alterations: Whenever alterations are made to the pedestrian circulation path,aPedestrian m access route shall be made accessible to the maximum extent feasible within thc.s a oche project. If full compliance with this section is technically infeasible,complianc= quid to 0 the extent that it is not technically infeasible. [2010 ADAAG 28 CFR 35.151(b Alterations shall not gap pedestrian circulation paths in order to avoid ADA compliance. rn 3 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements Resurfacing is an alteration that triggers the requirement for curb ramps if it involves work on a street or roadway spanning from one intersection to another.Examples include,but are not limited to,the following treatments or their equivalents: • New layer of surface material(asphalt or concrete,including mill and fill) • Reconstruction • Concrete pavement rehabilitation and reconstruction • Open-graded surface course • Microsurfacing and thin lift overlays • Cape seals(slurry seal or microsurfacing over a new chip seal) • In-place asphalt recycling [DOJ/U.S.DOT Glossary of Terms and DOJ/U.S.DOT Technical Assistance;June 28,2013] Where elements are altered or added to existing facilities,but the pedestrian circulation path is not altered,the pedestrian circulation path is not required to be modified(R202.1). However, features that are added shall be made accessible to maximum extent feasible. The following are examples of added features: • Installation of a traffic sign does not require sidewalk improvements;however,the sign cannot violate the protruding objects requirements. • Installation of a traffic or pedestrian signal does not require sidewalk improvements; however,the signal must be accessible. • Installation of a bench adjacent to the pedestrian access route would not require sidewalk improvements,but the bench cannot be placed in a manner that would reduce the sidewalk width below the minimum requirement. 3. Maintenance: Accessibility improvements are not required for work that is considered maintenance. Examples of work that would be considered maintenance include,but are not limited to,the following items. • Painting pavement markings, excluding parking stall delineations • Crack filling and sealing • Surface sealing • Chip seals • Slurry seals • Fog seals • Scrub sealing r-4 • Joint crack seals _ ='- • Joint repairs C? • Dowel bar retrofit .�.� • Spot high-friction treatments c-3-C • Diamond grinding • Minor street patching(less than 50%of the pedestrian street crossing area)'_. O • Curb and gutter repair or patching outside the pedestrian street crossing g2Z c? • Minor sidewalk repair that does not include the turning space and curb rampir • Filling potholes If a project involves work not included in the list above,or is a combination of several maintenance items occurring at or near the same time,the agency administering the project is responsible for determining if the project should be considered maintenance or an alteration. If either of these two situations is determined to be maintenance,the agency administering the project must document the reasons for this determination. If the project is defined as maintenance, federal funding and Farm-to-Market funds cannot be used. 4 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements When a maintenance project modifies a crosswalk, installation of curb ramps at the crosswalks is recommended,if none already exists. The other accessibility improvements of this section are also recommended,but not required with such projects. 4. Technical Infeasibility: Examples of existing physical or site constraints that may make it technically infeasible to make an altered facility fully compliant include,but are not limited to, the following: • Right-of-way availability. Right-of-way acquisition in order to achieve full compliance is not mandatory,however,it should be considered. Improvements may be limited to the maximum extent practicable within the existing right-of-way. • Underground structures that cannot be moved without significantly expanding the project scope. • Adjacent developed facilities, including buildings that would have to be removed or relocated to achieve accessibility. • Drainage cannot be maintained if the feature is made accessible. • Notable natural or historic features that would have to be altered in a way that lessens their aesthetic or historic value. • Underlying terrain that would require a significant expansion of the project scope to achieve accessibility. • Street grades within the crosswalk exceed the pedestrian access route maximum cross slopes, provided an engineering analysis has concluded that it cannot be done without significantly expanding the project scope(for example,changing from resurfacing an intersection to reconstructing that intersection). 5. Safety Issues: When accessibility requirements would cause safety issues,compliance is required to the maximum extent practicable. m 6. Documenting Exceptions: If the project cannot fully meet accessibility req 'Kendirb eca1 the accessibility improvements are structurally impracticable,technically infrDstge, safet i i issues,a document should be developed to describe how the existing physical"vr<te astra i s or safety issues limit the extent to which the facilities can be made compliant—Ts docume should identify the specific locations that cannot be made fully compliant andanc4rvidelecifb reasons why full compliance cannot be achieved. It is recommended that this.,'e:' ebe retained in the project file. For local agency projects administered through Io DOTian "Accessibility Exceptions Certification"(Form 517118)with supporting documentation-thall be signed by a registered professional engineer or landscape architect licensed in the State of Iowa and submitted to the Iowa DOT administering office. The certification shall be as prescribed by Iowa DOT Local Systems I.M. 1.080. For Iowa DOT projects,contact the Office of Design, Methods Section. Note: Documenting exceptions does not remove an agency's responsibility to consider making accessibility improvements the next time the facility is altered because physical or site constraints and safety issues may change over time. The determination of exceptions and corresponding documentation needs to be made each time a facility is altered,based on the existing conditions and the scope of the proposed project. 7. Reduction in Access: Regardless of whether the additions or alterations involve the modification of the existing pedestrian circulation path,the resulting work cannot have the result of reducing the existing level of accessibility below the minimum requirements. For example,the installation of a bench cannot have the effect of reducing the width of the pedestrian access route to 3 feet(4 feet is the minimum). Likewise,the construction of an overlay cannot result in a street cross slope of more than 5%,nor have a lip at the curb ramp that exceeds 1/2 inch. 5 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements Pedestrian facilities may be removed if they are being re-routed for safety reasons,or terminated because they do not connect to a destination or another pedestrian circulation path. 8. Addition of Pedestrian Facilities: If a sidewalk exists on both sides of the street,curb ramps shall be installed on both sides when the street is altered. PROWAG does not require construction of pedestrian facilities where none currently exists,although the jurisdiction's transition plan may require them. 9. Utility Construction: If the pedestrian circulation path is disturbed during utility construction, the requirements of this section and Section 12A-4 shall apply. E. Standards for Accessibility The following section summarizes the design standards for the elements of an accessible pedestrian access route. The minimum and maximum values stated are taken from the PROWAG. Target values are also provided. Designing features to the target values,rather than the allowable maximum or minimum,allows for appropriate construction tolerances and field adjustment during construction while maintaining compliance with the PROWAG standards. 1. General Requirements: These requirements apply to all parts of the pedestrian access route. a. Surfacing: PROWAG requires all surfaces to be firm, stable,and slip resistant(R302.7). All permanent pedestrian access routes,with the exception of some Type 2 shared use paths (see Section 12B-2), shall be paved. When crossing granular surfaced facilities,consider paving wider than the pedestrian access route; see the shared use path section. b. Changes in Level: Changes in level,including bumps,utility castings,expansion joints, etc. shall be a maximum of 1/4 inch without a bevel or up to 1/2 inch with a 2:1 bevel. Where a bevel is provided,the entire vertical surface of the discontinuity shall be beveled(R302.7.2). Figure 12A-2.01: Vertical Surface Discontinuities m -1 J 14" '1" I v c,-< r- ...<r-- rrt D c. Horizontal Openings: Horizontal openings shall not allow passage of a sphere litre than 1/2 inch in diameter. Elongated openings in grates shall be placed so the long dimension is perpendicular to the dominant direction of travel. The use of grates within the pedestrian access route is discouraged;however,where necessary,the grate should be located outside of curb ramp runs,turning spaces,and gutter areas if possible. (R302.7.3) It should be noted that none of the standard SUDAS/Iowa DOT intake grates meet the requirements for use within a pedestrian access route;therefore,a special design is required. 6 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12 -Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements Figure 12A-2.02: Horizontal Openings Dominant direction of Mai 1111, 7.... Long dimension perpendicular to dominant direction of travel L ` °max. 2. Standard Sidewalk: Sidewalks solely serving private residences are not required to follow these requirements. a. Cross Slope: The maximum cross slope is 2.0%with a target value of 1.5%(R302.6). b. Running Slope: Sidewalks with a running slope of 5%or less are acceptable. However, where the sidewalk is contained within the street right-of-way,the grade of the sidewalk shall not exceed the general grade of the adjacent street(R302.5). For design,consider the general grade of the adjacent street to be within approximately 2%of the profile grade of the street. c. Width: The minimum width of the pedestrian access route is 4 feet. Five foot sidewalks are encouraged and may be required by the Jurisdiction. Iowa DOT will design 5 foot sidewalks unless otherwise requested. (R302.3) d. Passing Spaces: Where the clear width of the pedestrian access route is less than 5 feet, passing spaces are required at maximum intervals of 200 feet. The passing space shall be 5 foot minimum by 5 foot minimum. Passing spaces may overlap with the pedestrian access route. (R302.4). Driveways may be used as passing spaces,as long as the 2.0%maximum cross slope is not exceeded. N o o CO m � C,a CA) -J 7 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements Figure 12A-2.03: Standard Sidewalk and Curb Ramp Elements III Grass pr--- Curb Ramp Turning Space I xistin Cross Slope Transition Segment Sidewalk 7 Match existing sidewalk cross slope. Standard Sidewalk • l Cross Slope Transition Passing area Segment(where necessary) ;� 000 0 0 0 Detectable Warning O O O Cross slope: 8 Curb Transition 1.5%(target) 2.0%(maximum) Curb ramp requirements: 1. Maximum curb ramp slope Parking Parallel of 8.3%,or Curb Ramp 2. Minimum length of 15'at (if required) any constant slope i i a t 1 1 t 1 -e 4 V 4 \\ Grade Break 5'min. \ \ I. 000 \ 000 Special \ 0 0 o Curb Ramp Turning 71 Passing area if 5'min. Shaping \\ 0°o�1 Space sidewalk is less P g \ 0 0 0 than 5'wide. \\ C s 11, x Space passing area at • ` Li 200'(max.)intervals Curb Ramp Slope: ��' 00017000 (Required for new 6.25%(target) 00 0 0 0 0 0 o construction) 8.3%(maximum) ' 0 0 0 0 0 0 0 0 -Grade Break Face of Curb Special``` ., Back of Curb Shaping — _ -.._ O C7 0 n`C 1 --1 C) V r. <r ca nx w CD -.► 8 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12 - Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements 3. Pedestrian Street Crossings: a. Cross Slope: The longitudinal grade of a street becomes the cross slope for a pedestrian street crossing. PROWAG has maximum limits for the cross slope of pedestrian street crossings,which vary depending on the location of the crossing and the type of vehicular traffic control at the crossing. These requirements,in effect,limit the longitudinal grade of a street,or require a"tabled crosswalk"at the intersection. (R302.6) 1) Intersection Legs with Stop or Yield Control: For pedestrian street crossings across an intersection leg with full stop or yield control(stop sign or yield sign),the maximum cross slope is 2.0%(maximum 2.0%street grade through the crossing). 2) Intersection Legs without Stop or Yield Control: For pedestrian street crossings across an intersection leg where vehicles may proceed without slowing or stopping (uncontrolled or signalized),the maximum cross slope of the pedestrian street crossing is 5.0%(maximum 5.0%street grade through the crossing). 3) Midblock Pedestrian Street Crossings: At midblock crossings,the cross slope of the pedestrian street crossing is allowed to equal the street grade. Figure 12A-2.04: Example Street Intersection �i O in 'k c 4 1.5% 1.5/0 STOP 2% Street MAX Grade STOPN 1.5% _mac,. co ...per *I 4c Lo2 • -v '1.5% 1.5% � 1T r t „ J *Match pedestrian street crossing cross slope or flatter b. Running Slope: The running slope of the pedestrian street crossing is limited to a maximum of 5.0%(maximum street cross slope or superelevation of 5.0%)(R302.5.1). 9 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements c. Location: Driver anticipation and awareness of pedestrians increases as one moves closer to the intersection. Therefore,curb ramps and pedestrian street crossings should be located as close to the edge of the adjacent traveled lane as practical. Where a stop sign or yield sign is provided,MUTCD requires the pedestrian street crossing,whether marked or unmarked,be located a minimum of 4 feet from the sign,between the sign and the intersection. It is recommended stop and yield signs be located no greater than 30 feet from the edge of the intersecting roadway;however,MUTCD allows up to 50 feet. Consult MUTCD for placement of curb ramps and pedestrian street crossings at signalized intersections. Figure 12A-2.05: Pedestrian Street Crossing Location MARKED OR UNMARKED CROSSWALK SIDEWALK r _�4 ft MIN. 0 I-2ft MIN I f Source: MUTCD,FHWA d. Medians and Pedestrian Refuge Islands: Medians and pedestrian refuge islands in pedestrian street crossings shall be cut through level with the street or complying with the curb ramp requirements. The clear width of pedestrian access routes within medians and pedestrian refuge islands shall be 5.0 feet minimum(R302.3.1). If a raised median is not wider than 6 feet,it is recommended the nose not be placed in the pedestrian street crossing. 4. Curb Ramps: a. General: There are two types of curb ramps: perpendicular and parallel. Perpendicular curb ramps are generally perpendicular to the traffic they are crossing with the turning space at the top. Parallel curb ramps have the turning space at the bottom. Parallel curb ramps may be used where the sidewalk begins at or near the back of curb and there is little or no room between the sidewalk and curb for a perpendicular curb ramp. A separate curb ramp is required at each pedestrian street crossing for new construction. Parallel ramps with a large turning space,as shown in Figure 12A-2.08, are allows For alterations,follow the new construction requirements if possible; however singlediagonal curb ramp is allowed but not recommended where existing constraints prer'� b `T ramps from being installed. c') MINIM—*IC) r For transitions into and out of driveways,curb ramp requirements may belfsg. -,D m For curb ramps within and near an alteration area,see Figure 12A-2.06. A w 10 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12- Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements Figure 12A-2.06: Curb Ramps for Alterations 2 1,1 1,1 Alteration Area di s ( ii i 4 1.Required. 2.Strongly recommended. 3.Required due to barriers in the path of travel between the sidewalk on one side of the street to the sidewalk on the other side of the street. 4.Recommended,but not required because it is outside the alteration area. Consider based on pedestrian usage, safety,and land development. 5.Install both sides or remove the existing one,based on pedestrian usage,safety,and land development. b. Technical Requirements: 1) Cross Slope: The maximum cross slope is 2.0%with a target value of 1.5%;however, for intersection legs that do not have full stop or yield control(i.e.uncontrolled or signalized)and at mid-block crossings,the curb ramp cross slope is allowed to match the cross slope in the pedestrian street crossing section. See"pedestrian street crossings"for additional details. (R304.5.3) 2) Running Slope: Provide curb ramps with a target running slope of 6.25%and a maximum slope of 8.3%;however,curb ramps are not required to be longer than 15 feet, regardless of the resulting slope. (R304.2.2 and R304.3.2) 3) Width: The minimum width of a curb ramp is 4 feet,excluding curbs and flares. If the sidewalk facility is wider than 4 feet,the target value for the curb ramp is equal to the width of the sidewalk. (R304.5.1) 4) Grade Breaks: Grade breaks at the top and bottom of curb ramps must be perpendicular to the direction of the curb ramp run. Grade breaks are not allowed on the surface of curb ramp runs and turning spaces. (R304.5.2) 5) Flared Sides: For perpendicular curb ramps on Class A sidewalks,or configurations where the pedestrian circulation path crosses the curb ramp,PROWAG requires the flares along the sides of the curb ramp to be constructed at 10%or flatter. (R304.2.3) This allows pedestrians to approach the curb ramp from the side and prevents a tripping hazard. It is recommended to design these flares at a slope between 8%and 1 MI,which will clearly define the curb ramp from the sidewalk. p co 6) Clear Space: At the bottom of perpendicular curb ramps,a minimumzeat b5To.foot area must be provided within the width of the pedestrian street crossin outside of the parallel vehicle travel lanes. (R304.5.5) 7) Turning Space: Turning spaces allow users to stop,rest,and change arCtion..ji thertln or bottom of a curb ramp(R304.2.1 and R304.3.1). E. rti a) Placement: A turning space is required at the top of perpendiculab raps ann the bottom of parallel curb ramps. b) Slope: The maximum cross slope and running slope is 2.0%with a target value of 1.5%(R304.2.2 and R304.3.2). When turning spaces are at the back of curb,cross slopes may be increased to match allowable values in the pedestrian street crossing section(R304.5.3). 11 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12 -Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements c) Size: The turning space shall be a minimum of 4 feet by 4 feet. Where the turning space is constrained on one or more sides,provide 5 feet in the direction of the pedestrian street crossing. 8) Special Shaping Area: Transition area between the back of curb and the grade break. The longest side cannot exceed 5 feet. Figure 12A-2.07: Curb Ramp Turning Spaces ,t l other obs wall,or t other obstruction ■ 1t 4'min. tt 4'min. ♦ r--►1 \�ii ‘IF >5' 1a■4'min. III 4'1.. III 1 ♦♦ , its#0 i 7• . 1 FlareL . o, , ------ Wall,building, ——__ curb,etc. I ,siNko 5'min. ',, a ' ___ J <=1 II Unconstrained Constrained • n I ® •:•• .. •• Side\Nalk Turning space Curb Ramp ONO Detectable Warning c. Curb Ramp Design Considerations: 1) Combination Curb Ramps: For many intersection configurations,a perpendicular curb ramp will not provide enough length to establish the top turning space at the sidewalk elevation; in these situations,a parallel curb ramp is often required to transition from the turning space up to the sidewalk elevation. The use of a perpendicular curb ramp from the curb to the turning space in conjunction with a parallel curb ramp between the turning space and the sidewalk elevation is referred to as a combination curb ramp. When transitioning from a turning space to sidewalk elevation on a steep street,it is not necessary to chase the grade. As noted in the technical requirements above,a parallel curb ramp is not required to exceed 15 feet in length,regardless of the resultinigurb ramp slope. In practice,the parallel curb ramp should be extended to to next tFInt beyond 15 feet. D c-) -�v l 2) Cross Slope Transition Segment: When connecting to existing consyonfat is ertr- of cross slope compliance,the cross slope transition should be complete jeyond the r parallel curb ramp or turning space;this recommendation eliminates tl d%list tl t 'f curb ramp in the transition plan. It is recommended this cross slope trislon tgice pi gee� at 1%per foot or less. Typically,this can be accomplished in a single" net. 4"? �...•.•// 3) Parking Slope: In situations where the length of the perpendicular curb ramp insufficient to bring the turning space up to sidewalk elevation,consider lowering the sidewalk and flattening the parking slope. 12 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12 -Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements 5. Blended Transitions: A blended transition is allowed but not recommended. Design and constructability is difficult to meet compliance requirements. In lieu of a blended transition,a curb ramp or standard sidewalk should be used. 6. Detectable Warnings: a. General: Detectable warning surfaces are detected underfoot or with a cane by blind and low vision individuals. The warnings indicate the location of the back of curb. Detectable warnings also provide a visual queue to pedestrians with low vision and aid in locating the curb ramp across the street. For these reasons,the detectable warning shall contrast visually (light on dark or dark on light)from the surrounding paved surfaces(R305.1.3). b. Location: Detectable warnings shall be installed at all pedestrian street crossings and at- grade rail crossings(R208.1). Detectable warning surfaces should not be provided at crossings of residential driveways since the pedestrian right-of-way continues across the driveway. Where commercial driveways are provided with yield control,stop control,or traffic signals at the pedestrian access route,detectable warnings should be installed at the junction between the pedestrian access route and the driveway(Advisory R208.1). c. Size: Detectable warning surfaces shall extend a minimum of 2 feet in the direction of pedestrian travel and extend the full width of the curb ramp or pedestrian access route (R305.1.4). d. Dome Orientation: On curb ramps,the rows of truncated domes should be aligned perpendicular to the grade break so pedestrians in wheelchairs can track their wheels between the domes. On surfaces less than 5%slope,dome orientation is less critical. e. Parallel Curb Ramps: On parallel curb ramps, detectable warning shall be placed on the turning space at the back of curb(R305.2.2). C7 �.-4 __ - n in • A 13 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements Figure 12A-2.08: Detectable Warnings on Parallel Curb Ramps S ic- 2'-0"min. ■Back of Curb 1111 1111 0"min t Grade break iii AFP° `� Grade break stir•_. J, l �, raWhen greater than 5', �� ■ ■iplace detectable warnings , 4'x4'min. at back of curb. •\` • 11 1 �/ , / Sidewalk ill Turning space •••: Detectable Warning Curb Ramp !II Grass • Curb Transition f. Perpendicular Curb Ramps: Placement of detectable warning varies based upon location of grade break as shown in Figure 12A-2.09. Figure 12A-2.09: Detectable Warnings on Perpendicular Curb Ramps r r I When less than 5',place detectable r t a NI Where both ends of the r bottom grade break are at warnings at bottom of ramp. If i greater than 5',refer to parallel ramp. i the curb line,place the t detectable warning at the back of curb. ' `�_ -V i MIN °; / t t Grade break ``, ee2'-0"min..' 4017111 „, 44 °' .16,.. ---- 2'-0"min.- -- - ---- ry Flare, o •••• u cc. Sidewalk ri Turning space •••• Detectable Warning .,;.c ry. Curb Ramp Grass ■ Curb Transition C —< -- = -•-t C) '"-1 i ■, m --� co 0 14 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements g. Refuge Islands: Where refuge islands are 6 feet wide or greater from back of curb to back of curb, detectable warning shall be placed at the edges of the pedestrian island and separated by a minimum 2 foot strip without detectable warnings. Where the refuge island is less than 6 feet wide,a 2 foot strip without detectable warnings cannot be installed. In these situations, detectable warnings shall not be installed at the island and the pedestrian signal must be timed for full crossing. (R208.1 and R208.2) h. Rural Cross-section: Detectable warnings should be placed similar to urban layouts,except at the edge of shoulder instead of the back of curb. F. Bus Stop 1. Bus Stop Pads: New and altered bus stop pads shall meet the following criteria. • Provide a firm, stable,and slip resistant surface(R308.1.3.1). • Provide a minimum clear length of 8 feet(measured from the curb or roadway edge)and minimum clear width of 5 feet(measured parallel to the roadway)(R308.1.1.1). • Connect the pad to streets,sidewalks,or pedestrian circulation paths with at least one accessible route(R308.1.3.2). • The slope of the pad parallel to the roadway will be the same as the roadway to the maximum extent practicable(R308.1.1.2). • Provide a desirable cross slope of 1.5%up to a maximum cross slope of 2.0%perpendicular to the roadway(R308.1.1.2). 2. Bus Shelters: Where new or replaced bus shelters are provided,install or position them to allow a wheelchair user to enter from the public way. An accessible route shall be provided from the shelter to the boarding area. (R308.2) G. Accessible Pedestrian Signals An accessible pedestrian signal is an integrated device that communicates information about the WALK and DON'T WALK intervals at signalized intersections in a non-visual format(i.e. audible tones and vibrotactile surfaces)to pedestrians who have visual disabilities. Consistency throughout the pedestrian system is very important. Contact the Jurisdictional Engineer regarding the standards and equipment types that should be incorporated into the design of the accessible pedestrian system. Where new or altered pedestrian signals and pushbuttons are provided they shall comply with MUTCD 4E.08 through 4E.13. Operable parts shall comply with R403. (R209.1) a 1. New Pedestrian Signals: Each new traffic signal project location should beialuatatZto determine the need for accessible pedestrian signals. An engineering study shine b4omplet that determines the needs for pedestrians with visual disabilities to safely crogtV stf t (MUTCD 4E.09). The study should consider the following factors: =�c-) • Potential demand for accessible pedestrian signals M • Requests for accessible pedestrian signals by individuals with visual disalttts • Traffic volumes when pedestrians are present, including low volumes or 1�r.ft�riglit urn on red volumes • The complexity of the signal phasing, such as split phasing,protected turn phases, leading pedestrian intervals,and exclusive pedestrian phases • The complexity of the intersection geometry If a pedestrian accessible signal is warranted,audible tones and vibrotactile surfaces should be included. Pedestrian push buttons should have locator tones for the visually impaired individual to be able to access the signal. 15 Revised: 7/17/2014 SUDAS 2015 Edition Chapter 12-Sidewalks and Bicycle Facilities Section 12A-2-Accessible Sidewalk Requirements 2. Existing Pedestrian Signals: Excluding routine maintenance or repairs due to accidental damage,when the existing pedestrian signal controller and software are altered, or the pedestrian signal head is replaced,the pedestrian signals shall include accessible pedestrian signals and pushbuttons. (R209.2) If pedestrian signals are non-compliant,upgrades are recommended but not required when alterations are being made to the pedestrian circulation path. H. On-Street Parking • When on-street parking is marked or metered,provide accessible parking spaces according to Table 12A-2.01 (R214 and R309.1). Table 12A-2.01 On-Street Accessible Parking Spaces Total Number of Marked or Metered Minimum Required Number of Parking Spaces on the Block Perimeter Accessible Parking Spaces 1 to 25 1 26 to 50 2 51to75 3 76 to 100 4 101 to 150 5 151 to 200 6 201 and over 4%of total • Identify accessible parking spaces by displaying signs with the International Symbol of Accessibility(R411). • Comply with R403 Operable Parts for parking meters and pay stations that serve accessible parking spaces. • Locate accessible parking spaces where the street has the least crown and grade(R309.1). • Accessible parking spaces located at the end of the block can be served by the curb ramps or blended transitions at the pedestrian street crossing(R309.4). • Keep sidewalks adjacent to parallel accessible parking spaces free of signs, street furniture,and other obstructions. Locate curb ramps or blended transitions so the van side-lift or ramp can be deployed to the sidewalk(R309.2) • At parallel accessible parking spaces,locate parking meters at the head or foot of the parking space(R309.5.1). Ensure information is visible from a point located 3.3 feet maximum above the center of the clear space in front of the parking meter or parking pay station(R309.5.2). • For areas where the sidewalk width or available right of way exceeds 14 feet,provide an access aisle 5 feet wide at street level the full length of the parallel parking space and connect it to a pedestrian access route(R309.2.1). When an access aisle is not provided due to the sidewalk or right-of-way not exceeding 14 feet,locate the accessible parallel parking space at the end of the block face(R309.2.2) • Provide an 8 feet wide access aisle the full length of the parking space for perpendicular or angled accessible parking spaces. Two accessible parking spaces are allowed to sham common access aisle(R309.3). o a • For perpendicular or angled spaces,connect the access aisle to the pedestriatass Mite w1C curb ramp. Do not locate curb ramps within the access aisle(R309.4). C-1.< •... w 16 Revised: 7/17/2014 SUDAS 2015 Edition Chronology of Changes to Design Manual Section: 012A-002 Accessible Sidewalk Requirements 7/17/2014 Revised FHWA requested additional guidance for accessible pedestrian signals and a new subsection for on-street parking. 8/16/2013 Revised Revised to reflect changes resulting from clarifications by DOJ/USDOT on what work elements trigger the need to construct curb ramps. 5/8/2013 Revised Revised the language to reflect concerns over the need to acquire right-of-way for full compliance and following proper acquisition procedures.Also added reference to exception form. 9/20/2012 Revised -Definition for"Stucturally Impracticable"was added -Improved the explanation of Right Of Way availability 4/17/2012 NEW New. Replaces 11C-3.Adds 15'maximum for ramp length.Gives list of physical constraints. .� , r • ca,= 0 OPINION OF PROBABLE COST PROJECT NAME HMA RESURFACING 2018 PROJECT-US HWY 6(RIVERSIDE DRIVE) CITY PROJECT S3824 DOT PROJECT NHSN-006-7(99)-2R-52 FILED Date: 4/17/2018 DIV 2-DOT DIV 3-DOT(US DIV 4-DOT(US DIV 5-CITY ITEM NO. ITEM CODE ITEM UNITS DIV1-IC MYRTLE MYRTLE HWY 1) HWY 6) (US HWY6) TOTA4Q20Ui NTI7 UNIT 0��EXTENDED T40TAL 1,445.00 1 2102-0425071 SPECIAL BACKFILL,PATCH REPAIR CY 1,657.80 uQ 31 2 2101-0850001 CLEARING AND GRUBBING LS 1.00 1.00 $ 5,000 00 $ 5,000.00 3 2102-2710070 EXCAVATION,CL 10,RDWY+BORROW CV 557.00 15 00 $ 8,355.00 4 2015-8425005 TOPSOIL,FURNISH AND SPREAD CY 100.00 ellt$ CL $ 2,500.00 5 2105-8425015 TOPSOIL STRIP,SALVAGE AND SPREAD CY 183.00 10,4 U3P T Y. lA{ 12,745. 4500 6 2115-0100000 MODIFIED SUBBASE CY 488.80 A8 7 2212-0475095 CLEAN+PREPARATION OF BASE MILE 0.06 0.14 1.81 2.01 $ 4,400.00 $ 8,859.17 8 2212-5075001 HMA SURF PATCH TON 335.41 335.41 $ 18.00 $ 6,037.43 9 2213-6745500 RMVL OF CURB LF 40.00 1,161.75 1,201.75 $ 10.00 $ 12,017.50 10 2214-5145150 PAVT,SCARIFICATION SY 914.00 3,701.00_ _ 18,164.40 22779.40 $ 4.50 $ 102,507.30 11 2301-1003080 STD/S-F PCC PAVT,QM-C CL 3,9' SY 1,095.00 _ 1,095.00 $ 60.00 $ 65,700.00 12 2301-6911722 PORTLAND CEMENT CONCRETE SAMPLES LS 0.23 0.03 0.02 0.61 0.11 1.00 $ 5,000.00 $ 5,000.00 13 2301-4874006 MEDIAN,DOWELLED PCC,9.5' SY _ 163.00 163.00 $ 100.00 $ 16,300.00 14 2301-8255550 DRIVEWAY SURFACE PREPARATION SY 21.00 52.00 73.00 $ 50.00 $ 3,650.00 15 2303-0001000 HMA WEDGE/LEVEL/STRENGTH TON 1,673.05 1673.05 $ 65.00 $ 108,748.08 16 2303-0002380 HMA INTERLAYER BASE,3/8" TON 53.00 229.00 3,346.09 3628.09 $ 65.00 $ 235,826.16 17 2303-1051500 HMA VT BASE,1/2" TON 661.89 661.89 $ 65.00 $ 43,022.77 18 2303-1053503 HMA VT SURF,1/2",FRIC L-3 TON 107.40 464.20 6,708.26 7279.86 $ 70.00 $ 509,590.01 19 2303-1258285 ASPH BINDER,PG 58-28V TON 9.10 42.30 542.59 593.99 $ 400.00 $ 237,596.64 20 2303-1258346 ASPH BINDER,PG 58-34E TON 200.77 200.77 $ 450.00 $ 90,344.56 21 2303-6911000 HMA PAVT SAMPLE LS 0.23 0.03 0.02 0.61 0.11 1.00 $ 10,000.00 $ 10,000.00 22 2401-6750001 REMOVALS,AS PER PLAN LS 1.00 1.00 $ 2,000.00 $ 2,000.00 23 2416-0100018 APRONS,CONCRETE,18 IN.DIA. EA 1.00 1 $ 5,500.00 $ 5,500.00 24 2431-0000100 MODULAR BLOCK RETAINING WALL SF 53.00 53.00 $ 50.00 $ 2,650.00 25 2435-0250704 INTAKE,SW-507,TOP AND THROAT ONLY EA 23.00 23.00 $ 3,000.00 $ 69,003.00 26 2435-0250714 INTAKE,SW-507 MODIFIED,TOP AND THROAT ONLY EA 1 00 1.00 $ 3,000.00 $ 3,000.00 27 2435-0250804 INTAKE,SW-508,TOP AND THROAT ONLY EA - 2.00 2.00 $ 3,000.00 $ 6,000.00 28 2435-0250900 INTAKE,SW-509 EA 1.00 1.00 $ 5,000.00 $ 5,000.00 29 2435-0250904 INTAKE,SW-509,TOP AND THROAT ONLY EA 1.00 3.00 4.00 $ 3,000.00 $ 12,000.00 30 2435-0251004 INTAKE.SW-510,TOP AND THROAT EA 2.00 2.00 $ 3,000.00 $ 6,000.00 31 2435-0254100 INTAKE.SW-541 EA 1.00 1.00 $ 5,000.00 $ 5,000.00 32 2435-0254200 INTAKE EXTENSION UNIT,SW-542 EA 1.00 1.00 $ 2,000.00 $ 2,000.00 33 2435-0254500 INTAKE,SW-545 EA 4.00 4.00 $ 5,000.00 $ 20,000.00 34 2435-0254514 INTAKE.SW-545 MODIFIED,TOP AND THROAT ONLY EA 3.00 3.00 $ 2,500.00 $ 7,500.00 35 2435-0600010 MANHOLE ADJUSTMENT-MINOR EA 6.00 5.00 11.00 $ 1,500.00 $ 16,500.00 36 2435-0600020 MANHOLE ADJUSTMENT,MAJOR EA 31.00 31.00 $ 2,000.00 $ 62,000.00 37 2435-0600110 INTAKE ADJUSTMENT,MINOR-THROAT RECONSTRUCTION ONLY EA 10.00 10.00 $ 2,000.00 $ 20,000.00 38 2502-8213206 SUBDRAIN,LONGITUDINAL,61N.DIA. LF 859.00 140.00 999 $ 20.00 $ 19,980.00 39 2502-8221303 SUBDRAIN OUTLET,DR-303 EA 3.00 1.00 4.00 $ 500.00 $ 2,000.00 40 2599-9999905 SUBDRAIN CLEANOUT,61N,TYPE A-1 EA 3.00 1.00 4.00 $ 800.00 $ 3,200.00 41 2503-0114218 STORM SWR G-MAIN,TRENCHED,RCP 2000D,(CLASS III),18 IN. LF 323.00 323.00 $ 75.00 $ 24,225.00 42 2503-0200341 STORM SEWER ABANDONMENT,FILL AND PLUG,LESS THAN 36 It. LF 247.00 247.00 $ 20.00 $ 4,940.00 43 2505-4008120 RMVL OF STEEL BEAM GRAIL LF 86.00 88.00 $ 20.00 $ 1,720.00 44 2505-4008300 STEEL BEAM GRAIL LF 25.00 25.00 $ 100.00 $ 2,500.00 45 2505-4021020 STEEL BEAM GRAIL END ANCHOR,W-BEAM EA 1.00 1 $ 1,800.00 $ 1,800.00 46 2505-4021720 STEEL BEAM G'RAIL TGNT END TERM,BA-205 EA 1.00 1.00 $ 50.00 $ 50.00 47 2507-6800061 REVETMENT,CLASS E TON 50.00 - 50.00 $ 60.00 $ 3,000.00 48 2510-6745030 REMOVAL OF PAVEMENT SY 626.10 626.1 $ 10.00 $ 6,261.00 49 2510-6745851 RMVL OF PAVT,MEDIAN SY 1,409.00 1,409.00 $ 10.00 $ 14,090.00 50 2510-6745900 RMVL OF SIDEWALK SY 103.80 184.80 151.20 439.80 $ 8.00 $ 3,518.40 51 2510-6750600 RMVL OF INTAKE+UTILITY ACCESS EA 2.00 2.00 4.00 $ 2,500.00 $ 10,000.00 52 2511-7526004 SIDEWALK,PCC,4" SY 158.10 158.10 $ 70.00 $ 11,067.00 53 2511-7526006 SIDEWALK,PCC,6" SY 56.80 197.45 161.55 415.80 $ 75.00 $ 31,1E15.00 54 2511-7528101 DETECTABLE WARNING,CAST IRON,BRICK RED SF 72.00 78.10 63.90 214.00 $ 50.00 $ 10,700.00 55 2512-1725206 CURB+GUTTER,PCC,2.5' LF 157.00 205.15 1,161.75 1523.9 $ 50.00 $ 76,195.00 56 2515-2475006 DRIVEWAY,PCC,6" SY 122.00 122.00 $ 50.00 $ 6,100.00 57 2515-6745600 RMVL OF PAVED DRIVEWAY SY 264.30 264.30 $ 15.00 $ 3,964.50 58 2518-6910000 SAFETY CLOSURE EA 2.00 2.00 $ 125.00 $ 250.00 59 2523-0000200 ELECTRICAL CIRCUITS LF 425.00 325.00 750.00 $ 20.00 $ 15,000.00 60 2523-0000305 RMV HANDHOLE EA 2.00 2.00 $ 500.00 $ 1,000.00 61 2523-0000310 HANDHOLE+JUNCTION BOX EA 1.00 3.00 4.00 $ 750.00 $ 3,000.00 OPINION OF PROBABLE COST PROJECT NAME HMA RESURFACING 2018 PROJECT-US HWY 6(RIVERSIDE DRIVE) CITY PROJECT 53824 DOT PROJECT NHSN-006.7(89)-2R-52 C' I Date: 4/17/2018 a ILED DIV 2-DOT DIV 3-DOT(US DIV 4-DOT(US DIV 5-CITY ITEM NO. ITEM CODE ITEM UNITS DIV1-IC MYRTLE TOTAL QUANTITIES UNIT PRICE MYRTLE HWY 1) HWY 6) (US HY6) / n` W W W EXTENDED TOTAL 62 2523-0000400 CONTROL CABINET EA 1.00 " !J J0 $ i ,8, 0 18,000.00 63 2523-6765009 RMV*REINSTALL LIGHT POLE*LUMINAIRE EA 2.00 2 $ 3,500.00 $ 7,000.00 64 2524-6765010 REMOVE AND REINSTALL 65 252 6765110 REMOVAL OF TYPE A SIGNSIGN AS PER PLAN EA EA 6 0000 C I T i C E R 0000 S 8800.0000 66 2524-9265010 POST,STEEL 1.751N X 1.75IN SQUARE STEEL TUBE POST EA 6.00 WA I .!V'J�S�/i M`IKO A $ 810.00 67 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR EA 4.00 I *� $)► $ 200.00 68 2524-9276024 PERFORATED EQUATE STEEL TUBE POST ANCHOR,BREAK-AWA` EA 2.00 2.00 $ 250.00 $ 500.00 69 2524-9325001 TYPE A SIGN,SHEET ALUM SF 18.75 18.75 $ 20.00 $ 375.00 70 2525-0000100 TRAFFIC SIGNALIZATION LS 1.00 1 $ 250,000.00 $ 250,000.00 71 2526-8285000 CONSTRUCTION SURVEY LS 0.23 0.03 0.02 0.61 0.11 1.00 $ 10,000.00 $ 10,000.00 72 2527-9263109 PAINTED PAVT MARK,WATERBORNE/SOLVENT STA 127.20 371.62 498.82 $ 200.00 $ 99,764.00 73 2527-9263137 PAINTED SYMBOL+LEGEND,WATERBORNE/SOLVNT EA 6.00 35.00 41.00 S 300.00 5 12,300.00 74 2527-9263180 PAVT MARK RMVD STA 13.40 13.40 $ 100.00 $ 1,340.00 75 2528-8400048 TEMPORARY BARRIER RAIL LF 44.00 44.00 $ 50.00 $ 2,200.00 76 2528-8445110 TRAFFIC CONTROL LS 0.23 0.03 0.02 0.61 0.11 1.00 $ 100,000.00 $ 100,000.00 77 2528-8445113 FLAGGER DAY 1.00 140.00 141.00 $ 462.00 $ 65,142.00 78 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) EA 2.00 2.00 $ 5,000.00 $ 10,000.00 79 2529-2242304 CD JOINT ASSEMBLY EA 14.00 14.00 $ 100.00 $ 1,400.00 80 2529-2242320 CT JOINT EA 4.00 4.00 $ 150.00 $ 600.00 81 2529-5070110 PATCH,PCC,FULL-DEPTH FINISH,BY AREA SY 4.60 56.00 410.20 1,842.00 2,312.80 $ 75.00 $ 173,460.00 82 2529-5070120 PATCH,PCC,FULL-DEPTH FINISH,BY COUNT EA 1.00 3.00 43.00 120.00 167.00 $ 250.00 $ 41,750.00 83 2529-8174010 SUBGRADE PREPARATION,17 SY 388.40 368.40 $ 3.50 $ 1,2139.40 84 25334980005 MOBILIZATION LS 0.23 0.03 0.02 0.61 0 11 1.00 $ 150,000.00 $ 150,000.00 85 2554-0112012 WATER MAIN,DIP,12 IN. LF 113.00 113.00 $ 80.00 $ 9,040.00 86 2554-0112016 WATER MAIN,DIP,16 IN. LF 103.00 103.00 $ 100.00 $ 10.300.00 87 2554-0203000 FITTINGS BY WEIGHT,DUCTILE IRON LB 1,518.00 1,518.00 $ 8.00 $ 12,144.00 88 2554-0207012 VALVE,GATE,DIP,121N. EA 5.00 5.00 $ 1,000.00 $ 5,000.00 89 2554-0207016 VALVE,GATE,DIP,16 IN. EA 2.00 2.00 $ 1,200.00 $ 2,400.00 90 2554-0210020 WATER VALVE BOX EXTENSION EA 5.00 5.00 $ 250.00 $ 1,250.00 91 2554-0210201 FIRE HYDRANT ASSEMBLY,WM-201 EA 1.00 1 $ 1,500.00 $ 1,500.00 92 2599-9999009 INSULATING WATER MAIN LF 50.00 50 $ 20.22 $ 1,011.00 93 2559-9999010 REMOVAL OF WATER MAIN LF 213.00 213.00 $ 15.00 $ 3,195.00 94 2595-0005115 RAILROAD PROTECTIVE LIABILITY INSURANCE FOR CRANDIC,INC LS 1.00 1.00 $ 5,000.00 $ 5,000.00 95 2601-2636041 SEEDING AND FERTILIZING(TEMPORARY) ACRE 0.20 020 $ 5,000.00 $ 1,000.00 96 2601-2636044 SEED+FERTILIZE(URBAN) ACRE 0.20 0.20 $ 25,000.00 $ 5,000.00 97 2601-2638352 SLOPE PROTECTION,WOOD EXCELSIOR SY 315.00 315.00 $ 12.00 $ 3,780.00 98 2602-0000309 PERIMETER+SLOPE SEDIMENT CNTL DEVICE.9" LF 200.00 200.00 $ 5.00 $ 1,000.00 99 2602-0000350 RMVL OF PERIMETER*SLOPE SEDIMNT CNTL DEVLF LF 200.00 200.00 $ 2.00 $ 400.00 100 2601-2643110 WATER-SOD/SPEC DITCH CNTUSLOPE PROTECT MGAL 20.00 20.00 $ 300.00 $ 6,000.00 101 2602-0000020 SILT FENCE LF 685.00 685.00 $ 3.00 $ 2,055.00 102 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 685.00 885.00 $ 1.00 $ 685.00 Subtotal Location Cost $ 725,421.90 $ 97,831.50 $ 48,415.00 $ 1,836,330.66 $ 339,975.85 $ 3,047,974.91 Contingency 5% $ 36,271.10 $ 4,891.58 $ 2,420.75 $ 91,816.53 $ 16,998.79 $ 152,398.75 Total $ 3,200,373.66 DIV.1 IOWA CITY-MYRTLE DRIVE INTERSECTION $ 761,693.00 $ 761,693.00 DIV.2 IOWA DOT-MYRTLE DRIVE INTERSECTION $ 102,723.08 $ 102,723.08 DIV.3 IOWA DOT-US HWY 6 MP $ 50.835.75 DIV.4 IOWA DOT -US HWY 6(RIVERSIDE DRIVE) $ 1,928,147.20 $ 1,928,147.20 DIV.5 IOWA CITY-US HWY 6(RIVERSIDE DRIVE) $ 356,974.64 $ 356,974.64 DIV.1 $ 761,693.00 $ 3,149,537.91 DIV.2,3,4 -____I $ 2,081,706.02 DIV_5 $ 356,974.64 W CO ix g R ASPHALT RESURFACING 2018 - " US HWY 6 N. RIVERSIDE DRIVE) - ROCKY SHORE TO STURGIS CORNER DRIVE ��1; D W ,��nn.-- ZQ18 Cr J "' 1 IOWACITYAPR �� : V7 CITY OF r8 cc CITY OF IOWA CITY IOWA DOT PROJECT NO. NHSN-006-7(89)- -2R-52 (US HWY 6) low,i I tCLEAK.,ft N 0 W O N. �( v 105-1 INDEX (US HWY 6) _ '_- ____,— \ MILEAGE SUMMARY MODIFIED 1n gIII>- / ,- 0 /7. ■ LOCATION UN. FT. MILES A.01 Title Sheet and Plan Certifications ■ A.02 Legend and General Information III I US HIGHWAY 6/RIVERSIDE DR STA. 00+00 TO 103+34 10,334 1.96 A.03 General Notes w -4:t — ■ Ww, BURUNGTON ST PATCHING MI. 85+65 TO 86+54 0.89 A.04 Pollution Prevention Plan N v, o F1Vyy 6 R►VERSID DR B.01-B.17 Typical Cross Section and Construction Details W o 1 ' 1 C.01-C.12 Estimate of Quantities, Tabulations and General Information / IIICOI D.01-D.09 US Highway 6 /Riverside Drive CC �, 9 0~C K.01-K.10 Pavement Marking Plans W OF IOWA 1 UNIVEIX ORSi a/ ' II re ✓1II P.01 Traffic Signal Sheets H5.01-5.07 Curb Ramp Sheets BURLINGTON ST/HWY 1 TOTAL LENGTH OF PROJECT 10,334 1.96 = MELROSE AVE cv_______ INDEX (MYRTLE INTERSECTION AND v7 BURLINGTON PATCHING) w ,,, '` 4---„_,House `"r ATTACHED AS SEPARATE PLAN SETS o �h `� * IOWA ONE CALL a a r �� a MYRTLE INTRSECTION 41z 800-292-8989 :r o 7' ���`�� � ACCEPTED FOR LETTING3 l -:______Lisitioi7:._ TOLL FREE qzI qCALL BEFORE YOU DIG �7 <6 U BENTON ST !ter••_/ / \ A CITY ENGINEER, CITY OF IOWA CITY D \ + 0 1 f w I ' \ 1 THE FOLLOWING FULL PLAN SETS ARE ATTACHED TO THIS PROJECT , �. DOCUMENT AND ARE SIGNED AND SEALED SEPARATELY: t J l \ W & Do Not IOWA DOT PROJECT NO.CS TSF-3715(657)--85 52(MYRTLE INTERSECTION) 5 = ( �� I IOWA DOT PROJECT NO.MP-1-6(717)86--76-52(BURLINGTON ST PATCHING) Scale a LOCATION MAP — HMA Resurfacing I h.r.by that tm.ay i..rbq doarll.lt thatuu puya�dyby n» "'QF .SS/A���_ m u the lows ci the tat.of laws. s THE PROPOSED IMPROVEMENTS INCLUDED °Q�. " :��'% Dow WITH THESE PROJECT PLANS HAVE BEEN l's:. DAVE A. ; DESIGNED IN ACCORDANCE WITH THE IOWA ? III i DEPARTMENT OF TRANSPORTATION DESIGN =v 1579 •••%ir ^! �/ MANUAL. THE IOWA DEPARTMENT OF .•,,.. `fin': ME~ P.E. i TRANSPORTATION STANDARD SPECIFICATIONS %* ...OWE *,,`'�� bee �..� 1� APPLY TO THIS PROJECT. ",,,,,,,,"``' Vy 11..r.d resod date le December 31.2016 Papua ar denote coned by tM.seek A.02—5.07(US MY 6 ONLY) a 0 GFISCAL YEAR 2018 CITY OF IOWA CITY ENGINEERING DIVISION CITY FILE NUMBER PS-3xx SHEET NUMBER A.01 CONTACTS GENERAL NOTES UTILITY NOTES GENERAL LEGEND THE FOLLOWING UTILITY COMPANIES MAY HAVE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE 1. IOWA CODE 480,UNDERGROUND FACILITIES EDGE OF PAVEMENT F I LED O MH FACILITIES IN PROXIMITY TO THE PROJECT: WITH THE CITY OF IOWA CITY STANDARD INFORMATION,REQUIRES VERBAL NOTICE TO GAS&ELECTRIC MID AMERICAN ENERGY CO. SPECIFICATIONS AND DETAILS,UNLESS IOWA ONE CALL,1-800-292-8989,NOT LESS THAN RIGHT OF WAY(ROW) - - CATCH BASIN ❑ CB 1630 Lower Muscatine Rd. OTHERWISE SPECIFIED BY DETAILS AND NOTES 48 HOURS BEFORE EXCAVATING,EXCLUDING CENTERLINE - - NOI�ri 3: 48 CO SHOWN IN THE PLANS. WEEKENDS AND LEGAL HOLIDAYS. 2018 Q�R 1 Iowa City, Iowa 52240 TREE,DECIDUOUS O Ti G GUY WIRE WHERE EXISTING WER DON MASTON GAS 2. CONSTRUCTION ADMINISTRATION AND SURVEY 2. PROXIMITY TO OPEOAREA OUTS ARE IN CLOSE TREE,CONIFEROUS (; C1 Eet_, `,.i WILL BE PERFORMED BY THE CITY OF IOWA CITY. �R > - COMPANIES SHOULD BE CONTACTED TO HOLD t 0t`= C �l#{, '`-• ``' F Phone:319-341-4461 THE CONTRACTOR SHALL NOTIFY THE CITY THE POLES DURING CONSTRUCTION.SCHEDULE HEDGE/TREE COVER ���-�i t DRAINAGE LINE �---_____-- JASON WARREN-ELECTRIC SURVEY PARTY CHIEF 48 HOURS IN ADVANCE OF ACCORDINGLY. FENCE o o x o GAS MAIN — G — — — Phone: 319-341-4425 NECESSARY STAKING. — — 3. UNDERGROUND FACILITIES,STRUCTURES AND RETAINING WALL BURIED TELEPHONE CABLE — — — T 3. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON UTILITIES HAVE BEEN PLOTTED FROM — — —Tv THE PROJECT PLANS. THE CONTRACTOR SHALL AVAILABLE SURVEYS AND RECORDS,AND BUILDING BURIED TELEVISION CABLE TELEPHONE CENTURY LINK GET AUTHORIZATION FROM THE ENGINEER PRIOR THEREFORE THEIR LOCATIONS MUST BE BURIED ELECTRIC — — — E 615 3rd Avenue SE TO PERFORMING ANY WORK ON PRIVATE BACK OF CURB TO BACK OF CURB B-B CONSIDERED APPROXIMATE ONLY. Cedar Rapids, IA 54201 PROPERTY. THE CONTRACTOR SHALL CONFINE PORTLAND CEMENT CONCRETE PCC OVERHEAD ELECTRIC OE ALL ACTIVITIES TO WITHIN THE LIMITS OF UWATER MAIN — — — W CONSTRUCTION,UNLESS AUTHORIZED BY THE 4. IS POSSIBLE THERE MAY,THE OTHER HOT MIX ASPHALT HMA DENNIS LANG UNDERGROUND ND FACILITIES,THE EXISTENCE OF FIBER OPTIC CABLE — — —FO— — — Phone:319-399-7487 ENGINEER AND/OR PRIVATE PARTIES IN WRITING. WHICH IS PRESENTLY NOT KNOWN OR SHOWN. MAILBOX MB SANITARY SEWER — —SAN— — — NO CLAIMS FOR ADDITIONAL COMPENSATION SIDEWALK SW 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO WILL BE ALLOWED TO THE CONTRACTOR FOR STORM SEWER — — ST— — — CABLE TELEVISION MEDIACOM INDIVIDUAL PROPERTIES THROUGHOUT THE ANY INTERFERENCE OR DELAY CAUSED BY WATER METER WM 546 Southgate Avenue CONSTRUCTION OF THE PROJECT. THE SUCH WORK. DUCTILE IRON PIPE DIP LIGHT POLE p LP Iowa City, Iowa 52240 CONTRACTOR SHALL NOTIFY PROPERTY OWNERS REINFORCED CONCRETE PIPE RCP UTILITY BOXES 0 I TIM EAGAN 48 HOURS IN ADVANCE OF DRIVEWAY 5. WHERE PUBLIC AND PRIVATE UTILITY FIXTURES WATER VALVE ca WV Phone:319 351 0408 x3701 MODIFICATION THAT WILL TEMPORARILY LIMIT ARE SHOWN AS EXISTING ON THE PLANS OR SIGNS , ' Y GAS VALVE Gv Mobile:319 350 3679 OWNER ACCESS TO THEIR PROPERTY. ENCOUNTERED WITHIN THE CONSTRUCTION POWER POLE g PP AREA,IT SHALL BE THE RESPONSIBILITY OF THE WATER SHUTOFF 46o 5. SEE SHEET A.04 FOR SPECIFIC EROSION CONTROL CONTRACTOR TO: FIBER OPTICS A.T.&T. MEASURES NECESSARY TO PROTECT PROJECT 1425 Oak Street SITE AGAINST SILTATION,EROSION AND DUST • Notify the owners of those utilities prior to the Kansas City, MO 64106 POLLUTION. PROJECT SITE SHALL COMPLY WITH beginning of any construction. LENNY VOHS SOIL EROSION CONTROL REQUIREMENTS OF IOWA • Coordinate operations with utilties Phone: 816 275 4014 CODE AND LOCAL ORDINANCES. • Afford access to these facilities for necessary modification of services. Mobile: 770-335-8244 • Determine existence and exact location of 6. ALL HORIZONTAL AND VERTICAL REFERENCES ARE underground utilites and avoid damage thereto. IOWA NETWORK SERVICES U.S.STATE PLANE IOWA SOUTH ZONE;U.S.SURVEY • Prior to beginning construction,provide labor and Jeff Klocko FOOT NAD 83(1996 HARN)AND NAVD 88 equipment necessary to determine the exact Phone: 515-240-2544 RESPECTIVELY. location and elevation of all utility crossings which may result in conflicts to proposed improvements. Mobile: 515 830 0445 7. ALL TREES WITHIN THE LIMITS OF CONSTRUCTION SHALL REMAIN IN PLACE.THE CONTRACTOR SHALL CITY OF IOWA CITY PROCEED WITH CONSTRUCTION ACTIVITIES IN WATER DIVISION SUCH A MANNER TO INSURE THE SAFETY OF ALL Phone: 319-356-5160 TREES AND SITE FEATURES WHICH WILL REMAIN IN g PLACE. UNIVERSITY OF IOWA - GEORGE STUMPF 8. THE CONTRACTOR IS TO NOTIFY AND COORDINATE ALL WATER MAIN AND VALVE ADJUSTMENT WORK Phone: 319-335-2814 WITH THE IOWA CITY WATER DIVISION. IMON 9. DURING REMOVAL AND CONSTRUCTION THE Randy Schoon CONTRACTOR SHALL USE ALL MEANS NECESSARY Phone: 319-261-4630 TO CONTROL DUST SPREADING FROM ALL WORK DUST CONTROL MEASURES p T Mobile:319-553-1176 AND STAGING AREAS. SHALL BE IN ACCORDANCE WITH APPLICABLE 5 SPECIFICATIONS AND APPROVED BY THE UTILITY LOCATING CREW "ONE CALL" ENGINEER,AND SHALL BE INCIDENTAL. 2 Phone: 1-800-292-8989 p w PAVEMENT REMOVAL AND REPLACEMENT LIMITS z tx TO BE FIELD VERIFIED AND APPROVED BY CITY WATER DEPARTMENT KEVIN SLUTTS ENGINEER PRIOR TO REMOVAL. 9- Phone:319-356-5169 Q w z CITY SEWER DEPARTMENT TIM WILKEY w Phone:319-356-6106 a 0 S z a CITY TRAFFIC ENGINEERING BROCK HOLUB p Phone:319-356-5482 z w CITY PARKS&FORESTRY ZAC HALL W Phone:319-356-5107 J g City File No. PS-3xx 6 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. A.02 GENERAL NOTES GENERAL NOTES 108-23 1 GENERAL TRAFFIC CONTROL NOTES 04-0449 - STAGING NOTES 01-20-84 203-1 06-07-94 232-8 TRAFFIC WILL BE MAINTAINED DURING CONSTRUCTION.TRAFFIC CONTROL ON CONSTRUCTION ACTIVITY IN THIS AREA WILL DISRUPT TRAFFIC AT LOCATIONS Plan and profile sheets included in the project are for the purpose The top six (6) inches of the disturbed areas shall be free of rock THIS PROJECT SHALL BE IN ACCORDANCE WITH CURRENT MANUAL ON UNIFORM TRAFFIC INDICATED AT PROJECT SITES AND ADJACENT SIDE STREETS.THEREFORE IT of alignment, location and specific directions for the work to be and debris and shall be suitable for the establishment of vegeta— CONTROL DEVICES FOR STREETS AND HIGHWAYS,AS ADOPTED BY THE DEPARTMENT PER IS ADVISABLE TO ADOPT A CONSTRUCTION SEQUENCE TH S 761 OF THE IOWA ADMINISTRATIVE CODE(IAC),CHAPTER 130. AT TI IN AN ORDERLY MANNER TO MAINTAIN MOST T F TT performed under this contract. Irrelevant data on these sheets is tion, subject to the approval of the Engineer. gT AL �IS ALLTIMES. not to be considered a part of this contract. THE CONTRACTOR SHALL EMPLOY SOUND PRACTICES OF SAFETY AND TRAFFIC CONTROL. l 0-28-97 232-10 THESE METHODS AND PRACTICES SHALL INCLUDE,BUT NOT BE LIMITED TO,THE SEE PROJECT SPECIFICATIONS SECTION 01310(PROGRESS AND SCHEDULE) FOLLOWING: FOR LIQUIDATED DAMAGE AND INCENTIVE, STA ATES,CRITICAL CLOSURE 01-20-84 204-2 The contractor is expected to have materials, equipment, and labor PERIOD,AND WORKING DAY REQUIREMENTS �rj� Apj� All holes resulting from operations of the contractor, including removal available on a daily basis to install and maintain erosion control 1. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED,ERECTED,MAINTAINED AND t'V+H! fl II 3, tf Q Ofguardrailposts, fenceposts, utilitypoles, or foundation studies, REMOVED BY THE CONTRACTOR. RESTRICTED WORK HOURS WILL BE IN EFFECT ON THIS PROJECT. NIGH C features on the project. This may involve seeding, silt fence, rock WORK WILL BE REQUIRED FOR THESE PROJECTS: shall be filled and consolidated to finished grade as directed by the ditch checks, silt basins, or silt dikes. 2. THE CONTRACTOR SHALL MAINTAIN ACCESS TO RESIDENTIAL AND COMMERCIAL C I T Y' C engineer to prevent future settlement. The voids shall be filled as PROPERTIES AT ALL TIMES DURING CONSTRUCTION. MP-1-6(717)86--76-52 BURLINGTON ST PATCHIM NHSN-6-7(89)--2R-52 US HWY 6(RIVERSIDE Df3I I� f)1�; soon as practical — preferably the day created and not later than the 01-20-84 CITY !o 241-1 3. IF THE CONTRACTOR DECIDES TO PERFORM THE CONSTRUCTION WORK IN SEQUENCE A CRITICAL CLOSURE WILL BE REQUIRED FOR THIS PROJECT: following day. Any portion of the right—of—way or project limits Road contractor is to use due caution in working over and around OTHER THAN AS INDICATED IN THE STAGING NOTES,THE CONTRACTOR SHALL (includingborrow areas and operation sites) disturbed byanysuchPROVIDE COMPLETE REVISED TRAFFIC CONTROL PLANS TO BE APPROVED BY THE CITY CS-TSF-3715(657)-85-52 MYRTLE AVE INTERSECTION Pall tile lines. Breaks in the tile line due to the contractor's care— OF IOWA CITY AND IOWA DOT. operations shall be restored to an acceptable condition. This oper— lessness are to be replaced at his expense without cost to the State • LANE CLOSURES WILL BE PERMITTED ONLY FROM 8:00PM TO 6:00AM. ation shall be considered incidental to other bid items in project. of Iowa. Anytile lines broken or disturbed byour cut lines will be 4. THE CONTRACTOR SHALL NOTIFY THE CITY 10 CALENDAR DAYS PRIOR TO CHANGES IN BEGINNINGSUR AT OUTSIDE OF THESE AND RS WILL NTT:BE P ON RMITT FRIDAY. LANE CLOSURES HOURS NOT BE PERMITTED. replaced as directed by the engineer in charge of construction and TRAFFIC PATTERNS DURING CONSTRUCTION. 213-1 at the State of Iowa's expense. 5. THE CHANNELIZING DEVICE SPACING SHALL NOT EXCEED A DISTANCE OF 25-FEET FOR • THROUGH TRAFFIC WILL BE MAINTAINED ON THE PROJECT AT ALL TIMES. It shall be the contractor's responsibility to provide waste areas TAPER CHANNELIZATION,AND 50-FEET FOR TANGENT CHANNELIZATION. • NO LANE CLOSURES OR RESTRICTIONS WILL BE ALLOWED ON JULY 27TH or disposal sites for excess material (excavated material or broken 01-1 g—$$ 251-1 6. ALL TRAFFIC CONTROL SIGNS SHALL BE PLACED A MINIMUM OF 2 FEET CLEAR OF THE AND 28TH,2018 ON IA-1 OR US HWY 6 HMA RESURFACING PROJECTS IN concrete) which is not desirable to be incorporated into the work The contractor shall be responsible to maintain access to individual BACK OF CURB WHERE POSSIBLE. IOWA CITY TO AVOID CONFLICTS WITH RAGBRAI XLVI TRAFFIC. involved on this project. These areas shall not impact wetlands properties during construction. LANE CLOSURES WILL NOT BE PERMITTED ON UNIVERSITY OF IOWA HOME 7. CONTRACTOR SHALL ERECT ALL WARNING SIGNS ON PERMANENT POSTS.PORTABLE FOOTBALL GAME DAYS. Or "Waters Of The U.S." No payment for overhaul will be allowed MOUNTINGS FOR WARNING SIGNS MAY BE USED FOR TEMPORARY INSTALLATION OF for material hauled to these sites. No material shall be placed Relocated access shall be completed to individual properties prior LESS THAN 3 DAYS. •to removal of existingaccess. September 1,2018 vs Northern Illinois within the right—of—way, unless specifically stated in the plans or • September 8,2018 vs Iowa State 8. "ROAD CLOSED"AND"ROAD CLOSED TO THRU TRAFFIC"SIGNS TO BE MOUNTED ABOVE • September 15,2018 vs Northern Iowa approved by the engineer. If the permanent access cannot be completed prior to removal of TOP RAIL OF TYPE III BARRICADE SO AS TO NOT OBSCURE THE DIAGONAL PANELS. • September 22,2018 vs Wisconsin the existing access, the contractor shall provide and maintain an • October 20,2018 vs Maryland 213-2 alternate access. Temporary Granular prowill bepaid for as 9. THE PROPOSED SIGNING MAY BE MODIFIED TO MEET FIELD CONDITIONS,PREVENT • November 10,2018 vs Northwestern P Y Surfacing OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION SCHEDULING UPON • November 23,2018 vs Nebraska The contractor's attention is directed to the following consideration a contract item or by extra work. APPROVAL BY THE PROJECT ENGINEER. in regard to removal and replacement of topsoil in borrow areas: 10. SLATTED SNOW FENCE OR ORANGE PLASTIC SAFETY FENCE SHALL BE PLACED CONTRACTOR SHALL STAGE WORK ACCORDING TO THE FOLLOWING Quantities estimated for topsoil are calculated on the basis of 06-22-84 251-3 ENTIRELY ACROSS THE TRAVELED PORTION OF THE ROADWAY AT ALL LOCATIONS MILESTONES: a uniform removal of topsoil to a depth of 12 inches. The material A plan for stage construction of local accesses which are required WHERE TYPE III BARRICADES AND ROAD CLOSED SIGNS ARE USED. PHASE 1 removed is to be spread uniformly to a minimum depth of 8 inches to remain open to traffic during construction shall be submitted by 11. COMPLY WITH IOWA DOT SPECIFICATIONS SECTION 2528.03.C.1.A COMPLETE PATCHING,INTAKE REPAIRS,CURB,AND CURB AND GUTTER over the borrow area upon completion of excavation work. the contractor for approval by the engineer. REPAIRS IN OUTSIDE LANES. 12. FULL LANE CLOSURE WILL NOT BE ALLOWED,EXCEPT AS INDICATED SPECIFICALLY IN CLOSE MYRTLE INTERSECTION AND COMPLETE ADJOINING PCC TURN LANE 213-4 PLANS.ONE LANE WILL BE OPEN AT ALL TIMES.THIS WORK IS CONSIDERED TO BE 01-20-84 261-2 INCIDENTAL TO TRAFFIC CONTROL. AND CURB AND GUTTER. The contractor shall apply necessary moisture to the construction Before performing earthwork, tiling, or excavation within three hundred TRANSITION WORK TO INSIDE LANE ONCE OUTSIDE LANE WORK IS COMPLETE. area and haul roads to prevent the spread of dust. Refer to Article feet of an existing pipeline, the contractor shall notify the pipeline 13. TO PROTECT PEDESTRIANS.AOLL SIDEWAVIDE LK CLOSURES SHALL BE APPROPRIATELY UATE LIGHTED BARRICADES FENCING 1107.07 of the current Standard Specifications for additional details. company and the pipeline company shall mark the location of the pipe— BARRICADED.THE CONTRACTOR SHALL PROVIDE ALTERNATE PEDESTRIAN ROUTES PHASE 2 ADJACENT TO CONSTRUCTION ACTIVITIES. COMPLETE MILLING OPERATIONS FOR RUNOUTS AND INTERSECTION AREAS line as required by Section 479.47 of the Code of Iowa. ON OUTSIDE LANES,INFILL WITH ASPHALT LEVELING TO PROVIDE TRANSITION 213-6 14. THE CONTRACTOR SHALL REMOVE ALL SIGNS AND POSTS ON THE PROJECT SITE(AS PRIOR TO OPENING.ALTERNATE TO INSIDE LANE.INSTALL LEVELING AS The backfilling and associated embankment construction shall be The contractor shall exercise all due caution when working in the REQUIRED FOR CONSTRUCTION)AND STOCKPILE AT A LOCATION TO BE DETERMINED NEEDED PRIOR TO INSTALLATION OF INTERLAYER. completed within 14 working days after the curing period has expired vicinity of pipelines carrying combustible or toxic materials which are BY THE ENGINEER AND SHALL REMAIN THE PROPERTY OF THE RESPECTIVE OWNERS. PHASE 3 o for culvert extension. present on this project. Pipeline location shown on the plans repre— 15. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING INSTALL INTERLAYER AND FINAL SURFACE ON OUTSIDE LANES.TRANSITION sents the best information available at the time of plan preparation. NONWORKING HOURS SHALL BE AS APPROVED BY THE PROJECT ENGINEER,AND THE TO INSIDE LANES. INSTALL LANE DELINEATION FOR EDGE DROP OFF. w The immediate embankment shall be placed to provide 8:1 slopes CONTRACTOR SHALL PROVIDE A WRITTEN AGREEMENT WITH THE PROPERTY OWNER. COMPLETE MANHOLE ADJUSTMENTS AS NEEDED WITHIN LANE CLOSURES. PI away from the culvert top. 09—P1_99 262-3 16. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES ON RELOCATIONS I PHASE 4 221-3 BEFORE YOU DIG: AND/OR ADJUSTMENT OF EXISTING UTILITIES WITHIN THE CORRIDOR,AS NOTED IN THE INSTALL PERMANENT MARKINGS Estimated quantity for new concrete pavement includes all integral IOWA 1—CALL# 1-800-292-8989 TABULATION OF UTILITY CONFLICTS. curb, all street returns and special areas of repairs to connecting 17. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES AND SIGNING REQUIRED TO GENERAL TRAFFIC CONTROL OPERATIONS MAINTAIN TRAFFIC IN ACCORDANCE WITH THE MUTCD.THEY SHALL NOT BE THE CONTRACTOR MAY CONDUCT SEVERAL OPERATIONS CONCURRENTLY. o CONSIDERED A COMPLETE LISTING OF TRAFFIC CONTROL SIGNS FOR THE PROJECT. PROVIDED THAT TRAFFIC TO ADJACENT PROPERTIES IS MAINTAINED. 03-26-04 IOWA CITY 18 THE BID ITEM"TRAFFIC CONTROL"SHALL INCLUDE THE COST OF ALL TRAFFIC CONTROL IT IS RECOGNIZED THAT AS THE VARIOUS ACTIVITIES RELATED TO 221-4 Contractor shall provide Certified Plant Inspection for MEASURES REQUIRED OF THE CONTRACTOR EXCEPT FOR THOSE WHICH ARE CONSTRUCTION PROGRESS,CERTAIN SITUATIONS MAY ARISE WHICH WILL In order to avoid any unnecessary surface breaks or premature Portland Cement Concrete and HMA paving, per IDOT Specifications. SEPARATE BID ITEMS OR ARE INCIDENTAL TO THE OTHER BID ITEMS. PRECLUDE ADHERING TO THE ORIGINAL CONSTRUCTION SEQUENCE OR spalling, the contractor is cautioned to exercise extreme care when 19. THE CONTRACTOR SHALL PROVIDE(AT NO ADDITIONAL COST)ADEQUATE ADVANCED WHICH WOULD READILY LEND THEMSELVES TO MORE EFFICIENT STAGING performing any of the necessary saw cutting operations for the 03-26-04 WARNING FOR CLOSURE AND RE-ROUTING OF SIDEWALK FACILITIES TO PROPERLY OPERATIONS.SHOULD THE CONTRACTOR DESIRE TO DEVIATE FROM THE IOWA CITY MAINTAIN PEDESTRIAN TRAFFIC,OR RE-ROUTE PEDESTRIAN ACCESS IN OR AROUND ;ORIGINAL PLAN,A WRITTEN ALTERNATIVE PLAN SHALL BE SUBMITTED TO THE Contractor may use the Maturity Method of testing PROJECT ENGINEER FOR APPROVAL. 5 proposed pavement removal. PROJECT CONSTRUCTION OPERATIONS. sE 222-2 to determine the strength of Portland Cement Concrete A CONTRACTORS SCHEDULE OF OPERATIONS WILL BE REQUIRED.THE paving, per IDOT Standard Specifications. SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO SPECIFIED a To obtain the correct form grades at low points where intakes are STARTING DATE OR AT THE PRECONSTRUCTION CONFERENCE. IT SHALL K. located, the contractor must exercise extreme care when paving SHOW THE PROBABLE STARTING DATE AND THE AMOUNT OF COMPLETION,IN full width pavements. This may require pouring one half of the pave— 03-26-04 IOWA CITY PERCENT OF THE CONTRACT AMOUNT,THE CONTRACTOR EXPECTS TO E3 The contractor is requiredCOMPLETE IN EACH 10 DAY WORKING DAY PERIOD. IT SHALL PROVIDE ment at a time or other methods approved by the engineer. to exercise all necessary caution in REASONABLE ASSURANCE OF FINAL COMPLETION OF THE SCHEDULE OF THE CONTROLLING OPERATION DURING EACH STAGE OR PHASE OF WORK FOR THE construction operations directly adjacent to the project and ENGINEERS INFORMATION AND PREVIEW. THE CONTRACTOR MAY REVISE 232-5 utilize methods of construction to prevent damage to the THIS CONCEPT WHEN CONDITIONS WARRANT A CHANGE AND FORWARD TO The contractor shall not disturb desirable grass areas and desirable surrounding buildings. The contractor is responsible for pre- THE ENGINEER FOR REVIEW. trees outside the construction limits. The contractor will not be and post-construction damage surveys for properties directly W permitted to park or service vehicles and equipment or use these adjacent to the project including evaluating and documenting areas for storage of materials. Storage, parking and service area(s) any damages.Any damages as a result of construction Z contractor's —J activities shall be corrected at the i will be subject to the approval of the resident engineer. expense. W R I W 'a 0 S 5 City File No. PS-3xx E DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. A.03 R. POLLUTION PREVENTION PLAN 8 i L. E n All contractor's subcontractors shall conduct their operations in a manner that 4.Inspection and Maintenance •t:918 APR I 7 P� 3: minimizes erosion and prevents sediments from leaving the project site.The prime The contractor is required to maintain all temporary erosion control measures n proper working order.nckid'ng 3. Pants,Pan Solvents and Cleaning Solvents contractor shall be responsible for compliance and Implementation of the pollution I, cleaning,repairing,or replacing them throughout the contract period.The following inspection and maintenance Excess pants and solvents shall a y�ir�jp the storm sewer system.The contractor p planpractices •will be used to maintan erosion and sediment controls and stabilization measures ,[ w prevention (PPP)and local ordinances for their entire contractshall refer to the manufactur' c n art,"decal tans on the proper disposal techniques. F�.tr�r 1 t 1.Inspection and Maintenance Procedures 9 L ily ei ,l(),+ This responsibility shall be further shared with subcontractors whose work is a A.All control measures wit be inspected at least once every seven(7)calendar days and following any 4. Concrete Wastes f• i source of potential pollution as defined in the PPP. storm event of 0.5'or greater. •Concrete trucks will be allowed to washout or discharge exceSsu�ncrete in specifically B. All measures will be maintained in good working order. If a repair is necessary,it wit be initiated within designated areas which will be required to minimize contact between the concrete and 24 hours of the report. storm water discharge from the site. C.Any built up sediment will be removed from silt fence when it has reached one-half the fence. •The hardened product form the concrete washout areas wit be disposed of as other 1. Site Description non-hazardous waste materials or may be broken up and used on the site for other appropriate D. Silt fence and silt socks will be inspected for depth of sediment,tear,etc.,to see of the fabric's securely This Pollution Prevention Plan(PPP)s for the construction of the Asphalt Resurfacing Project 2018 in Iowa uses. attached to the fence posts,and to see that the fence are securely fastened'n the ground. City,Iowa. Construction activities includes HMA overlay paving and crack and seating. 5. Solid and Construction Wastes E. Site shall be inspected daily(preferably at days end)and swept if necessary. •All trash and construction debris shall be deposited in a dumpster that wit be emptied as F. Temporary and permanent seeding and planting will be inspected for bare spots,washouts,and healthy necessary. No construction waste material will be buried on site.The dumpsters must be put in growth. Refer to the project plans for locations of typical slopes,ditch grades,and major structural and non-structural a location where the contact with storm water discharge is minimized. G.The contractor will be responsible for selecting a"qualified'inspector to conduct the inspections. controls.A copy of these plans will be on file at the project engineer's office.Runoff from this project wit flow 6. Sanitary Wastes "Qualified'is defined as a person knowledgeable in the principles and practices of erosion and into various storm sewers,ditches,streams and drainage tile systems that flow into the Iowa River. •A portable restroom facility shall be located onsite at all tines unless an approved equal is sediment controls who possesses the skills to assess conditions at the construction site that could allowed. Wastes shall be collected and disposed of in a complete compliance with local,state 2. Controls impact storm water quality and to assess the effectiveness of any sediment and erosion control and federal regulations. This facility shall be located in an area where contact with storm water The Contractor/subcontractor shall be responsible for implementation and management control measures for measures selected to control the quality of storm water discharges from the construction activity. discharge s minimal. the following erosion and storm water management control measures that are specific to this site. 7. Rural Agricultural Activities 2. Materials Management Plan •Runoff form agricultural land use can potentially contain chemicals including herbicides, Site sources of pollution generated as a result of this work related to silts and sediment which may be This work shall be done in accordance with Section 2270 of The City of Iowa City Specifications and Section '., pesticides,fungicides and fertilizers. 2602 of the Iowa D.O.T.Standard Specification.If the work involved is not applicable to any contract items,the transported as a result of a storm event. However,this SWPPP provides conveyance for other(non-project work shall be paid for according to Article 1109.03 paragraph B,of the Iowa Department of Transportation related)operations. These other operations have storm water runoff,the regulation of which is beyond the A.Spill Prevention and Response Procedures Standards and Specifications. The of this SWPPP The contractor s responsible for training all personnel in the proper handling and cleanup of spilled materials. A.The following s a list of materials or substance expected to be present onsite dung consWctbn. No spilled hazardous materials or wastes will be allowed to come'nto contact with storm water discharges. If 1. Permanent Stabilization Practicescontact does occur,the storm water discharge will be contained onsite until appropriate measures in 1. Concrete A.Permanent seeding and al of all unpaved areas by seeding shall be completed after foal compliance with all federal,state,and local regulations are followed to dispose of the hazardous substance. gradingis complete.Seedd shall l be sown at only times of the year when temperature,moisture and 2. Detergents The following practices will be followed for spil preventions and cleanup: 3. Pants climate conditions will promote the gemination and plant growth. - 1. In addition to the good housekeeping and material management practices discussed in the previous 4. Tar B. Preserve vegetation in areas not neededededfor construction. sections of the plan,the following practices will be done to minimize the potential for hazardous material 5. Soil Stabilization Additives spill and to reduce the risk of the spill corning in contact with storm water. 6. Fertilizers 2. Temporary Stabilization Practices •Manufacturer's recommended methods for spill cleanup wil be clearly posted and site personnel A.The use of silt fence,temporary seeding,mulching,sodding and diversion dikes to help control 7. Petroleum Based Additives will be trained regarding these procedures and the location of the information and cleanup 8. Cleaning Solvents sediment and erosion. If construction activity n not planned to occur in a disturbed area for at least 21supplies. days,the areas shall be stabilized with temporary seeding or mulching no later than 14 days form the 9' Wood '.. •Materials and Equipment necessary for spill control,containment and cleanup will be provided last construction activity. 10. Solids and Construction on sire n a material storage area. Equipment and materials will include but not be limited to B. Mulching exposed areas. - 11. Wastes brooms,dust pans,mops,rags,gloves,goggles,kitty litter,sand,sawdust,and plastic and metal C.Filter socks shall be used for protection of inlets and used as ditch checks along temporary and 12. Pesticides trash containers. permanent drainage ditches. 13. Plaster 14. Asphalt D. Al areas where runoff can move offsite,silt fence shall be placed along the perimeter of areas to be 2. In event of a spill the followng procedures wil be followed: distributed prior to beginning grading,excavation or clearingand grubbing15. Antifreeze Coolant p g g operation. •All spits will be cleaned up immediately after discovery. 16. Hydraulic Gasoline/Diesel Fuels/Kerosene •The spill area will be kept well ventilated and personnel will wear appropriated protective clothing 3. Sequence of Implementation stabilization practices 17. Hydraulic oitfkids to prevent injury with the hazardous substance. A.Construct temporary construction exits/entrances and designate staging area. 18. Glue Adhesive •Spill of toxic or hazardous material will be reported to the appropriate state or local governmental 19. Curing Compounds B. Install perimeter silt fencing and temporary sediment bairns. agency and to the project manager and engineer,regardless of the size of spilt Spils of C.Begin clearing and grubbing operations. These operations should only take place in those areas 20.Waste from construction equipment washing amounts that exceed reportable quantities of certain substance specihcaly mentioned in federal '.. where earthwork's expected to take place within 21 days of completion. regulations must be immediately reported to the EPA and any other govemmental agencies. B. Material Management Practices: The following s a list of material management practices that will be D. Site grading shall begin. Contractor will be responsible for temporarily stabilizing an area that will not •If the spill exceeds a reportable quantity,the SWPPP must be modified within 14 days after the used onsite to minimize the risk of spills or other accidental exposure of materials and substances to be disrupted for at least 21 days no later than 14 days from the last construction activity. spill and a written description storm water runoff. locationsE. Installation of underground utilities. Inlet/outlet protection at allrations specified in the plan shall be •of events must be included. The modification shall include:a description of the release;the date 1. Good Housekeeping of the release;and a. nstaled. •An effort will be made to store onsite only enough products requited to complete the Job. E F. Finalize pavement and grade preparation. •explanation of why the spill happened;a description of procedure to prevent future spills and/or •Allmaterials onsite will be kept inneat,orderly manner and in their appropriate B G.Construct all curb gutter,inlets and manholes as specified in the plans. storeda release from happening;and a 1EH. Remove nlet preparation around all inlet and manhole structures and carry out fnal paving containers. If possible products shall be kept under a roof or other enclosure. •description of response procedures should a spill or release occur again. •Material will be kept b their original containers with the orignas manufacture's label. operations. •The site superintendent will be responsible for the day-to-day site operations and will be the spit r7 I. Prepare final backfill,grading,and seeding operations. •Substances wit not be moved with one another unless recommended by the manufacture. prevention cleanup a J. Once all paving and permanent stabilization of the side's estabfshed,remove silt fencing and other •Whenever possible,all of a product will be used up before disposing of the container. •coordinator. He or she wit designate at least three other site personnel who wit receive spill ni temporary stabilization. •Manufacture's recommendations for proper use and disposal will be followed. preventionsator and cleanup . Z •+ •The job site superintendent will be responsible for daily inspection to ensure proper use and •These individuals will each become responsible for a particular phase of prevention and cleanup. disposal of materials. 3. Other Control 1. Hazardous Products The names of these d •individuals will be posted in the material storage area and in the office trailer. a •Products will be kept in their original containers with the original manufacture's label. Z Contractor disposal of unused construction materials and censtrucfnn material shall comply with applicableNon-Storm Discharge •The original labels and material safety data will be kept for each of the materials as they §' s� federal,state and restrictive la In the event of a conflict with other governmental laws rules andThe following s a I'st of non-storm water discharges allowed by the Iowa Department of Natural Resources and may v, contain important product information. l- $ regulations„the more laws,rules or regulations slat apply. During the course of construction,it soccur at the job site under the condition that no pollutants wil be allowed to come into contract with the water prior to or z 3 possible that situations will arise where unknown materials will be encountered.When such situations arise, •Disposal of any excess product will be done in a manner that follows all manufacture's after is discharged from the site. LL I methods for proper disposal. 7 the III be handled according to al federal,state and local regulations in effect at the time. The following is list > i of other control measures that contractor/subcontractor shagimplementing.be responsible for 1.Water from the fire fighting activities and the hydrants flushings. UL C.Product Specific Practices:The following n a list of potential sources of pollution and specific practices to reduce pollutants discharge from materials or sources expected to be present onsite during construction. 2.Water used to clean vehicles. CL ta 1. Off-site vehicle trackng3.Portable water sources including water main flushings,irrigation dranage and routine buildng wash downs excluding z A.The contractor shall reduce vehicle tracking of sediments offsite.The paved streets adjacent to the detergents. t construction site shall be inspected daily and cleaned as necessary to remove only excess mud,dirt 1. Petroleum Storage Tanks 0 4.Al conditioning condensation. Z or rock tracked from the site. •All onsite vehicles shall be inspected and monitored for leaks and receive preventative 5.Foundation or footing drains where flows have been exposed to solvents I-- B. Street sweeper shall be available to clean streetsas needed at inspector's discretion. mantenance to reduce the change of leakage. n. 6.Pavement wash waters where spill or leaks or hazardous material has not occurred. _1.6 C.Dump trucks hauling material form the sie shall be properly covered with tarpaulin. •Steps will be taken by the contractor to eliminate contaminates from storage tanks from J a. D. Inspections and Maintenance Procedures. entering ground soil. Any petroleum storage tanks kept onsite will be located with an O .c impervious surface between the tank and the ground. n_ 'e 2. Fertilizers CC F •Fertilizers shall be applied in minimal amounts as recommended by the manufacture. It W r shall be worked into the soil as to minimize the contact with storm water discharge. Q 0 g I- Cis 6 City File No. PS-3xx Z 5 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) - ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. A.04 FILED 20l16 APR 17 PM 3: 48 CITY CLERK ,.'\ r'ITY 0 3" HMA MILL AND OVERLAY 3" HMA OVERLAY 2.0" SURFACE - HMA (VT) SURFACE MIX 2.0" SURFACE - HMA (VT) SURFACE MIX 1.0" INTERLAYER BASE MIX 1.0" INTERLAYER BASE MIX Qc../ . —SLOPE VARIE SLOPE VARIES b -a—SLOPE VARIES SLOPE VARIES PCC PAVEMENT (THICKNESS 10") EXISTING HMA PCC PAVEMENT (THICKNESS 10") NEW 3" HMA ROCK OR EARTH SUBBASE (VARIES) ROCK OR EARTH SUBBASE (VARIES) OCONTRACTOR TO VERIFY OVERLAY GUTTER TO GUTTER WIDTH IN THE FIELD O CONTRACTOR TO VERIFY OVERLAY GUTTER TO GUTTER WIDTH IN THE FIELD a TYPICAL SECTION: HMA STREET MILL AND OVERLAY LOCATIONS TYPICAL SECTION: PCC STREET OVERLAY LOCATIONS US HWY 6 (RIVERSIDE DR): STA. 0+79.5 - 14+83 US HWY 6 (RIVERSIDE DR): STA.14+83 - 15+53 US HWY 6 (RIVERSIDE DR): STA. 15+53 -92+77 US HWY 6 (RIVERSIDE DR): STA. 92+77 RT - 103+03 RT US HWY 6 (RIVERSIDE DR): STA. 92+77 LT - 103+03 LT U) O LU cn F- U U) 0 0 U City File No. PS-3xx DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.01 Consbuct boxout with Cass C concrete or match pavementforceease. e cash withinnches dear t n reinforcement.Center casting vrfthin boxout area. • ��■■PP�' Q RCI'-1','Kr-2','BT-1',a'BT-2'joint if three-piece floating i D 5' / T used.E joint if two-sting(SW 601 piece ece Toted casting(B and D or SW 600Typ1 Type A ��l• iii���� ° • and C or SW-002 Type E)is used. (p� Q 2� ).. /0.2 _ 2 ® 4 foot 81nch(typ.)R4 bar.Place at mid-slab. 2`•�V APR N .c.or v< A .fir I A 03 N4 hoops(variable length). Place at mid-slab. ' �•r 3• 4{� Joint - -—-— —I— 0 No baxout is required for three-Piece floating castings E ;LERK O `�• 2 inSeconA-Aforthree-piecefloatingcasting /i 1(� �>• �>. 2 Jointt ---------- +) v- i' s c4°O ° PCC Pavement P V - 10 3 - SHALL ONLY APPLY TO ) 'E'Joint -.-f,:\-Adjustment Ring ..-6'. e Joint MINOR MANHOLE ADJUSTMENT AT JOINT INTERSECTION OFFSET AT JOINT INTERSECTION SECTION A-A (For two-piece fixed casting) 173 ©© o® • 0 5-G o"-a 46 I+6 PCC // 'HT-1','KT-2', I ( �'KT-0r'KT-2', ( � l 'ETA',or Adjustment Ring 'BT-1,a 'G'or'CD' / L _ ____ �' 'EST-2 Joint ����, - (�q� 'BT-,2'Joint r / SECTION A-A V o (For three-piece floating casting) 8 ''S ,/ AO V [4�SUDA3 err"'""'" N^' 10,1a11 i I Tao 51111.1110 110ADPWI PV 103 g a ,- ammo MaJoei,.eleeen n1l SHEET,al CO 3 m emu? ,.4- t f? ^F�fa Ff! -I CIRCULAR AT A SINGLE JOINT MANHOLE BOXOUTS IN a PCC PAVEMENT yMaces specified otherwise.construct Ion ovoids te-MIA P. teahnatl g at a rata of 50 feel for each T Imh or reanSairg . x1 _.3 Iry'Aness etyo Motion EnlSblon r c1 Eden a/Psvamt I ....Mlle al Pavement Comtrhxl lanpuay tunalt eta kngNalO feel for each Cy LENGTH OF LEVELING COURSE .- E Edge d Pavement Sac wa Vadhtla� 1 soh aln�udaahg thickness.Flees wbgrme papa. YahaNte I `Iili//�Inknnwlu4:,Laxti,y.0 Nolan,or MuLv malarial aver adjacent shy to Sedge. \ '��Proem. T 11a �1 L F bra e,g cd'Y name M1Ynava101,•.e�ea. 6 z t (Sm TaWI,Ilu l Construct wedge shaped MA slab at all paved entrances Steam Mend `EXaSnn Prima. Sv am Weevil F. QF I .� eon i a�Peam oa a all noep and paved gam.a• non-paved alducrroaaanla a 1 u , Reed / MOMSurf ar Entrance Fun Depth Petut-- Pass(kin.I') Fillet no tiered as in Ohs No F Siam led S table are m tchnrnnonded and are la be used sed dcoign nod edialling LEVELING COURSE Engineer OathsesTbo fillet M establish Me Imp and ecrmnrobm roedeare aldha SOON of ace Tahha'nh for Lomb.) TYPICAL PLAN FOR FILLET TYPICAL SECTION s AT ENTRANCE OR NTERSECR4G ROAD FULL DEPTH AND SURFACE PATCHES C—Sego Staten EM station-3 .. fed Rmwt Back LENGTH OF STRENGTHENING COURSE fdnouh Aeseel re i n4,n See of alsdg Non-Paved Rood /1 \ Ot Fllel wtlth b333 feet for each Inch d pvNay Maness. 1 `' .5.(rtheg Tb4Or ) Edgnaroeanere `O edgnmr r�hn. "J G,a..•.shr�i,g. E.mrxr nerdy 4. (s,.N,�akmx.;ap Suer.Drone OOampanla EnRol canto 1n Oz The ratio a the Inlemwd'ule Course hood length to the ,� Rhnaa e�9eN NM1enm�uq Coosa Mal hemul length is me same as the ratio ate STRENGTHENING COURSE Yrorrrwdimt Coons x �{''� (anon specified b the Intermediate Course resurfacing thickness to the Idol (See TaWbtvh b ImOon) Mem rei aounhNOs�C 0 I .-- cen:ratmonermi r� Nano aw.,ee,,,!_ resurfacing micwhese. ce 3 `� ;.4s hoto 0 t mTay be required shooing of q e Engineer rw fs*prior tois nemental m ment of SINGLE COURSE RESURFACING to SawcRo EMi Entrance ce 6'Ma O Sutace or Existing -Z Surface of 1:1 other work an the project. t a TNhress Non-Paved Road 3 2 O rieto al non-paved roads and entrances, ¢ratudewedge shaped NM matching the thicknays mr SECTION A-A SECTION A-A al the resurfacing. Bgln sues. End dilation m (WEEME SHAPED ruff) co (FULL TNx:ItlEssFUEr-NCNPAVED ROAp) lFtrGml LEVELING COURSEre Edge dP amend-_j E _ Nhkmhedbb Moerbi `EttlsGg Paw910n1•, Inlvm ffnpe Malgial I J rn NORMAL FILLET SAS S f.Cone w on snaiderWhlOn INS.40 TYPE OF ACCESS 0 IntermediateIntermediatecame to--- --_-� LEVELING COURSE 0Mrt-h m mire' ih the (Sec TaWlatbn ex LaceBxl Reskentiel Entrance 4g MG daaahvhb) �_ NanM4 —y ) fioneEen01ne SO - al Carmrerced Entrance SO «4--.i1: iNmPoed Hoed Paved Rood ID) Esisting 1:1 C--SeM,SWbh End Seem-3 Cr) .G •8ea mya,I,r igrrdabbaVariabk• �°Min i1iinesO Hannav Surface c 3 Iowa department �„i4.161p wha+d B.ec• ,LawTNoc sTRENGmeJNccouR9E� Runad Nicoll � Iowa Department Q . of Tra tlon_ H Sp of TranspartaDOn I mom Pragrew•y- IS� w. 14-rats SHEET 2 ova .71 ��d areas.medial SEC(FULLI}IICIWESIFIUTIONONPAVEDENTRMICEI STANDARD ROAD PLAN PV•202 ��-==`Eviseng Il m STANDARD ROAD PLAN PV•202 0 rn..era.e.,..a.aa.<K...ati. I- c �� STRENGTHENING COURSE 0 GENERAL DETAILS "°" "�"" ` pm Tabulation for team.) .,,,f k'a'r^^- �, CO HOT MIX ASPHALT DOUBLE COURSE RESURFACING HOT MIX CHALT Cr 3. RESURFACING A RESURFACING (L 6 s City File No. PS-3xx Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.02 .r Back of Curb • Width of Insert Edge of Gutter Bock of Curb-0 C-Edge of Gutter (36" typo, 18' min.) (if applicable) Width of Insert - Of applicable) 6" 6" 6„ I,, S� lope 8 1 •► I 1 „Q „© „ 2n Pavement iir ..._..vor,_______ 4t2 6' •I mi 3.. 2•, M 3'i 4 8 4111 4 w 4i1 4it ��8" 8" 4i1 4i1 a' Back of Curb • L6 _ ! > r-a- Form 1 rY eL K Grade 18" Grade '' +1 Type GSW-602 6" 26" 10" 8" owel smooth and 3"� SW-602 g• Trowel smooth and 3'� + 10 Casting -�{ place bond breaker Type G Back of Cur. • place bond breaker T . 4 I Casting IForm Grade 26" T 22" 8�� `c .'—e► Form t 4'. 4, Optional �_ ® Grade � + ��' --= Construction '7 Optional 4t •• • Joint (typ. �'=��;,/� Construction nn INSERT i INSERT Joint (typ.) 12' J. ll 4t1 4t2 ' Invert 4w1 O Modify dimensions as required to accommodate other curb 7R m Modify dimensions as required to accommodate other curb heights when specified. 12" m Y 9 WallDepth 0 heights when specified. 10'-0' max. Insert sha in ma be modified for insert widths less than De th Height 011.....1 Wall y - P g Y all p 0 I inches. For an 18 inch insert, reduce dimensions Invert 16'-0' max. Insert shaping may be modified for insert widths less than .1\ ,,,,, Height Height 2 36 inches. For on 18 inch insert, reduce dimensions indicated inch. t w �,'2 ' 4w1 Wall indicated by 3 inch. ' 4w2 Q3 12 inch minimum imum wall height above all pipes. Height 3 O 12 inch minimum wall height above all pipes. ® Slope of 1.5%or as specified in the contract documents. Lowest _ _ ll Slope of 1.5%or as specified in the contract documents. Flowline -• v Lowest j a min. _ — 6e 6w c 8" min. � __ -i zlio-zj-uo Flowlin- 1 .. 6.• min. l z liarn4 m 4b1 ubZ SW-507 m 8'• min. -- SW-508 O FIGURE 6010.507 STANDARMOADPLAN . FIGURE 6010.508 SIANDAR(ROADPLAN g Short Wall sri.rz oi. L srEeTiaz o H 6 6, s•v6o.6. 4b2 „ 4b1 rerso.6. U I Short W wmck•me•. O 4ee..ek•.a... ' " fr TYPICAL SECTION SINGLE OPEN-THROAT CURB SINGLE OPEN-THROAT CURB - INTAKE,SMALL BOX - TYPICAL SECTION INTAKE,LARGE BOX 5'-0" r Transverse joint spacing on new concrete pavement is + 5-0" 05 Transverse joint spacing on new concrete pavement is controlled by the intake boxou t. Adjust adjacent joint • 5 z 6. 4t1 Lon9 Wall spacing as required to accommodate boxouts. '�.� 4 0" �(i' spacingea by theidttoe ccomm Adjust adjacentus. joint :','• J — _0•' 6' 4t spacing as required to accommodate boxouts. `o I 4 For retrofit intakes, match existing pavement joints. Stop I — For retrofit intakes, match existingpavement joints. Stop a any transverse pavement joints that do not conform to the -# ..._ • any transverse pavement joints tat do not conform to li, y-- minimum spacing requirements at the edge of the insert 4t2 6" •cj _-- _ area. --. __.-- y the minimum spacing requirements of the edge of the d Location Station F-- t; 4t2A ii • ` Y�.. insert area. (Back of Curb W 1 % 4t2- - Location Station I 2'-0" min. on Gr:°: (Back of Cu o 4'-0" min. at Lo 4t3-a!� 2'-0" min. on Grade m Short ;. ,'� 4' 0 min at Low Point Wall I_, 4t+ i ,1 I a. f _ c „i 1. Curb MAXIMUM PIPE DIAMETERS —- s I:. MAXIMUM PIPE DIAME'EaRe v 4-0 m,n. • 7 _ e ; i Pie Precast Cast-in-place Back of Curb Precast p o � j ,' ... r..Fz. 4^ 7 Location Structure Structure 4'-0' mi $ '�j• Structure Structure 'E' Join �/ I Short Wall 24" 3p" -N-- --- }w- x• -q-;--- A i 30" 36,• Flo 1-.7 J t1 ' , 36" typ Long Wall 3D" 36" 10� 'E' Joint-/ f I---_ ` ' i1 12" typ. 4i1 'E' Joint 18" min. •I 4t1 a o .6 C Insert I r F-• ' 4' 'E' Joint 36" typ. Dowel )Bar 4i �' 3•• typ. Insert I 18"II min, $ /�• - Dowel Bar . 4i1� 3" a 'ED' Jopt a 'ED' JointJ + (typo) d II "A' Edge to 1" Radius \-'B' Joint ED' Joint / .,_9— I .' 9 4 05 'ED' Jointer - Boxout Length F �, (1 1'-0" min., 20.-0" max.) dge to Radius O B' Joint 4 Boxout Length PLAN (1 1'-0" min., 20'-0" max.) PLAN I'-' REINFORCING BAR LIST 51 REINFORCING BAR LIST to Mark Size Location Shape Count Length Spacing Mark Size Location Shape Count Length Spacing n 4t1 4 Top — 6 4'-8" See Insert �„o., 4t1 4 Top — 7 4'-8" See Insert 4r.6„ c 4t2 4 To 4 3'-6" 12" z I+�+•+< z a 1+�*+4 CA p _ m 4t2 4 Top 4 4'-6" 12" Y. m 4t3 4 Top 10 10" 6" - SW-507 4t3 4 Top 10 1'-10" 6" SW-508 J 0 4b1 4 Base 6 3'-6" 1 1" FIGURE 6010.507 SIANDARFROADPLAN o FIGURE 6010.508 STANDAROIOADPLAN .G stisErz ea o 4b1 4 Bose 6 4-6 1 1" SHEET ZNz N .Ev6n.6. — .ev6M�.•w.ekkim.. w 4b2 _ 4 Base 5 4'-6" 10" =k•^d'• 0 4b2 4 Base 6 4'-6" 1 1" Q s4i1 4 Insert 4 Boxout Length minus 8" See Plan KK,... .................. 4i1 4 Insert 4 Boxout Length minus 8" See Plan �..°� ................ m 4w1 4 Walls 14 Wall Height minus 4" 14" 'w'"° F7 4w1 4 Walls — 16 Wall Height minus 4" 14" U n ti 4w2 4 Long Walls Varies 4'-8" 12" SINGLE OPEN-THROAT CURB ro 4w2 4 Walls Varies 4'-8" 12" SINGLE OPEN-THROAT CURB LLI 0 4w3 4 Short Walls —_Varies 3'-8" 12" INTAKE.SMALL BOX g 4w3 4 Walls Vories 4'-8" 12" INTAKE,LARGE BOX O N 0 f o_ c s City File No. PS-3xx 6 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.03 Back of Curb • dge of Gutter `� Bock of Curb • 36Width" t of Insert dge of Gutter Width of Insert (if applicable) 36" t ` (if applicable) .<.�.,a. ( yp., 18' min.) 1In min.) 8,. 6" 6„�6" .- 6" 12" 8" Y. T 6„ 6. 6„ 6t• - 12., -4t3 4t1 f/ \�- 4t1 4t- 4t1 4'� L E D =;`� 4� ace of 6 02 3N •ce of 6O �� � �_ Standard Curb -� _,—_�_� :tondord Curb NormalNormalnPavement �7 �_ Pavement �2- 4'. 2. 6" IIIIIIIMLMWMIIIIIII I 018 A/"$001.1, .L 8, -- I 02 Slope �� 1 2 2 4••2 2 2 17 Slope_ •. SECTION C-CLiiiii mac`` l SECTION C-C I �, ►a• .. � - _]., 4t 6„ min. 3 2 SW-602 4--r I -4i1 4i1 TyWpe6G2 [..1 4t2 8.. 8- , 6' 4i1 T Y CL ER KI Type G -iC- Form Cast in. Back of Curb • f-Fo. arm +/�} Casting Bock of Curbs '> L-6' I Grade 18" Graderade +Vcir !('� Spacer 6„ 26" -1 22" t5 acer Y• +iJ � ��6'h• 26" 10"-• End Wall-1 8• Trowel smooth and g'� -- I End 8 Trowel bondsmooth and 1-3" ® ry-Form place bond breaker ® 6 FormWall place breaker -- -► Grade ® 8„ t-a_ �_.�� GradeSEf�TISE B-B r } SECTION B-B , I 411 412 •-'/ • •--`• # IN R ) 11 4t1 4t2 / . •• I--4" ,` 4' (INSERT) 14 i`Spoc r 144 t-Spacer _ ti''' - i Center Wall-) t� Modify dimensions os required to Center Walt' / 0 Modify dimensions as required to accommodate �- occommodate other curb heights other curb heights when specified. i F when specified. ---------- 1a 2 Insert shaping may be modified for insert widths "-" "" "" 0 r © Insert shaping may be modified for less than 36 inches. For an 18 inch insert, reduce insert widths less than 36 inches. F\\ 5j 3'-�--.I dimensions indicated by inch. !�\\ 4'-6" { For an 18 inch insert, reduce Wall R Dc th I r I Wall Depth v I I I dimensions indicated by i inch. Height (3� t? 10'-0 max. 03 12 inch minimum wall height above all pipes. Height t� 10.-0' max. 12" m-iR II 6" I-.Spacer 12 mi Spacer L� End Wall ®Slope of 1.5%or as specified in the contract End Wall 12 inch minimum wall height above Invert •♦� documents. all pipes. I1 Invert Wall Wall Height 3-8' 2•-6• Height 3'-6' 4 Slope of 1.5%or as specified in the II." ' ( 9 4w2 9 3'-8 0 P P �'.• I 0 I contract documents. f 9'-0"8" Spacer Spacer Lowest t Center Woll Lowest Center Wall o Flowline 3'-8' - an o•. Flowline e'0 c'i z v I ' . ),o-z1.s 3'-8 . I,o-a.0 ro o, 8" min. _-'S1 �� ' SW-509 m •" .4 :, • SW-510 o �;' { '_ �, -- FORE 6010.509 STANDARIROMPLAN 8' min. FICKLE 6010.510 STANDARIROADPLANo sHEeTlaz_ �/ L 6• 6' Spacer sHrEr,az 0-1 Short Woll I� End Wall "rvc°"`.w..•..•.,.° o..o•-..,.�..•�.... o Spacer ..vsa•..w..o.•.�.a. ...-_..-. ...�.... 6 3'-0" 6 6' a 6„ Short all 6„ End Woll 4 PLAN g 5,_ --L6., (SPACER) DOUBLE OPEN-THROAT CURB X PLAN DOUBLE OPEN-THROAT CURB `42, SECTION A-A MAKE,SMALL BOX al- SECTION A-A (SPACER) INTAKE,LARGE BOX ti q 0 Transverse joint spacing on new concrete pavement is r r 9'- controlled by the intake boxout.Adjust adjacent joint Long Wall Transverse joint spacing on new concrete pavement 6"• 6' 0 is controlled by the intake boxout. Adjust adjacent Lon Wall spacing as required to accommodate boxouts. Spacer 8 0" z Spacer 8- Center Wall-, 4t1-\ joint spacing as required to accommodate boxouts. e Center Wal For retrofit intakes,match existing pavement joints. _ Et I 4t1 Stop any transverse pavement joints that do not S -T II----a-\, Pf r.-;•---- _ ., _____ q, For retrofit intakes, match existing pavement joints. f.E J•� conform to the minimum spacing requirements at the ! 1 4t2 Stop any transverse pavement joints that do not Location Station 6' _ . - �, .- ' . conform to the minimum spacing requirements at (Bock of Curb) 3 edge of the insert area. 1 1 ) P 9 9 j • 1 \ll�llI �� Location Station `� the edge of the insert area. E Y 14t2 6 I, I / -412 © Rounded shaping at met. (Back of Curb r"- .-i- -4:11) I i Short Wall B' I II i i 4 t2T"+-�Baam s B--Lr� �2-� © Rounded shaping of inlet. a " min. onGrade1 Gutterlin- 3-0•• �--� I ' '\ 1 �4'-0" min. at LowPoint Top Wallt �'8 I' II II e m, a r 6 7h 1 •_ -�..sT _ hr Back of Curb 4.-0.. - \ ------''''• �. js __ ary -.; »-I _ �_ a 2 .4t3 i r 2'-0' min. on Grade 4'-0" mire -► 4 = I ll J Gutterlin ,, �_ I 1r 4-0 min.Gutte ot Low P It v - '(` •_ - 1 Gu Ned ine 4'-0" min. ► " \ �I t J I To c ___-- _.__4._ \�.I- -- --- ; Do not Spacer r q 7--� Back of Curb ,v 10' "� -._ I tit extend P { m E' Join keyed joint ,l ._. ,; __ __ _ r _ Do not 1 d' r ; into front r extend Spacer Sw1 4t1 10 'E' Join :' keyed 'pint o, 0 Oil lc: wall of b t../ v Flo 'E' Joint 36' typ. � � - �-/•/ • into front . �. tYP- Insert 18" min. / 1.. l• ear �}' �, Sw1 4t1 wall of box -S 4 ; \/ Flo 6 4i1 'E' Joint 36" typ. �� •�. 12' typ. 18" min. Beam '8---ZED. Joint 3 'ED' Joint�� Dowel Bar _L c Insert $ �, - - % (Do el I 4i1 3" 'ED' Join 4 ``\?5 Walls 1.. �, 'ED' Joint $ Edge to 4 Radius © -_(AL -.11 B' Joint f Dowel )Bar �+ fL Boxout Length Y 11 m (15'-0"min.,20'-0"max.) Edge to 4" Radius i; ISOMETRIC5 'B. Joint I` (Refer to SECTION B-B for f ISOMETRIC Boxout Lengt� w • PLAN alignment of Top with Spacer) (15.-0" min., 20'-0" max.) (Refer to Section B-B PLAN for alignment of Top BENT BARS with Spacer) BENT BARS P, REINFORCING BAR LIST to REINFORCING BAR LIST �—3'-3=� _ --4'-3'� o Mark Size Location Shape Count Length Spacing Mark Size Location Shape _ Count Length Spacing 4b1 4 Base 9 12" 2 a, 4b1 4 Bose 9 4'-6" 12" w 2 c 4b2_ 4 Base — 5 8'-6•• 10" 4•relo-zl•14 r1 4b2 4 Base — 6 8-6" 11" 24" ,Evc J G m 4i1 4 Insert — 4 ,Boxout Length minus 8" See Insert -- 5wl coon 4i1 4 Insert 4 Boxout Length minus 8" See Insert � . I+az+•,a Q 4t1 4 To — 6 8'-6" See Plan SW-509 4t1 4 Too 7 8'-6" See Plan SW-510 F— M o P FIGURE 6010.509 STANDARDtOADPLAN m FIGURE 6010.510 STANDAREROADPLAN Q 0 4t2 4 Top B 3'-6" 12" •Eveo•,kwra•c.Rcb••. sr+eETzotz o 4t2 4 Top 8 4'-4 12 .evco•u.e•r R•�... SHEET 2on z Cl, 413 4 Top 18 10" 6" MAXIMUM PIPE DIAMETERS 413 4 Top 18 1-10" 6" MAXIMUM PIPE DIAMETERS F-- r x 4w1 4 Walls — 22 Wall Height minus 4" 13" Pipe Precast Cast-in-place xw sw. .�*•OCe •ie. 4w1 4 Walls — 24 Wall Height minus 4" 13" Pipe Precast Cast-in-place 0 n 4w2 4 Long Walls — Varies 4'-8" 12" Location Structure Structure 4w2 4 Long Walls — Varies 4-8" 12" Location Structure Structure «,o.. .o...,, .e....<,.�•ewKea LLJ 4w3 4 Short Walls — Varies 3'-8" 12" Short Wall 24" 30" DOUBLE OPEN-THROAT CURB ' 4w3 4 Short Walls — Varies 8-8" 12" Short Wall 30" 36" DOUBLE OPEN-THROAT CURB 0 09 Nt 0 5w1 5 Beam r-1 2 7'-3" 4'• Lon WallINTAKE,SMALL BOX "' r-1INTAKE,LARGE BOX CC 9 60" 66" Ci 5w1 5 Beam 2 8'-3' 4' Long Wall 60" 66" LZ f i,a IA IA City File No. PS-3xx Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.04 I 1 t For additional configurations,maintain a minimum of 12 For joint details,refer to PV-101. inches of concrete between vertical edges of pipe 3 Additional keyed construction joint when ....__, openings. attaching the SW-542 extension unit. /—rS,AL6.OL Casting i.�...__.._ .. c 4 _ ® 12 inch minimum user height above all pipe openings. 13 8.. ,,,,f- _..4.0 7- 8' '.E__ .on Grade I` ` Back of Curb r;k t ` SW-602 t.f.._..._ _._..4'0"min LA�. �- Adjustment 1 6�/��// '-, --TYpe G Casting I j 2 0"min c j� Rings 4+.. GradeF _ �---_-._- = == _ __ " -' min at Low Point �-.jL of Curb_. 13 - -orm Back 4� � � �. Location Station ..__. �� Q '�iT " / Steps(type Precast Tp0-AN ����11 f Variable e==J 6=== �•,K '2Wii"- s. -i b 16 0 (max J = = I. II I I r I ¢= = ------ Mannole Diameter ---- " ' Joint Sealant(typ.) III I t _ PLAN _ It'II II II �I�II I —T= U IA-{I- -it-;LI d��L _____ 3� \!' Precast Riser -+' u II u • �" 1=1/ Sections Manhole Maximum Pipe Diameter(J 8"; !,• i„ ♦ - `� Diameter At 180o(inches)for 2 Pipet 90' r e- / 1 FLOW �wv -.Edge to q rad. \� (inches) Separation Separation in B'Joint I • - _In_ __ IIIIIIIIIIIIIIIIP �, 'ED'Joint ED Joint 48 24 18 _.y B.,R a1 i��' 11.-4'(min)to 20'-0'(max) __.......�;\`- Existing - 72 42 30 Base' f -- ... -'- 72 42 Existing match existing pavement joints Pavement Precast Base with 5-0^-... _.-^.___�. Pavement Joint Integral Riser Section 84 48 36 TYPICAL SECTION Joint PLAN I 96 I 60 42 REINFORCING BAR LIST Lowest I $ \' --- Flexible Pipe 1:._ .,2,- Mark Size Location Shape Length •Spacing Connection(typ,) REVISION a1 4 Base 5'-0 14" c .^ 12 min 4)SUDAS alIOWADOT 1 I'.2'.1< R�s,°N �110WADOT I m OA SW-301 a2 4 Base 5'-0" 14" a o44n-,e FIGURE 6010.301 STAN Re ROADPIAN r 4 ;. D-a" bt 4 Wall 3'-0" 14" SW541 orREVrsoNS..U.,w,a,=Mm...svre,.r.,>m,ea e cn SHEET 1 oft c1 4 Top r 2•-8" 14" STANDARD ROAD PLAN P •- c2 REVIsfoNs �. .w•.•oo. sHEEr 2m2CA -- Classt Bedding Material c2 4 Top r 2.-8., 14Nw .•aR.. :a° .:baw"v'°°°N„ 8 ` =h�.,n.At •.J.. �u.on $Wit➢ BENT BARS c3 4 Top — 5'-0" See Detail •,T °°^} r» -•..NN,. ^""•°�°°°�°°•��^•*••°° °^ El TYPICAL SECTION c4 4 Top 5-0" See Detail CIRCULAR SANITARY SEWER MANHOLE c5 4 Top 3'-4" See Detail OPEN-THROAT CURB _ INTAKE UNDER PAVEMENT • • cc s Back of Curb o SW-602 Back of Curb •iD ®Cast-in-place place base shown. If base is y. 13' Type G Casting 9 recast integral with bottom riser,the w 1 ' 4" 4" '( 4" 1 39 inches when attachingthe SW-542 Casting P g - ,t_.g'� F - _ footprint of the base is not required to o FP I 3 `t r 2 Form Grade extension unit. Precast �t—=� extend beyond the outer edge of the riser�� Face of 6" Tsp - Adjustrnent Rings=�), , O2 Additional keyed construction joint when —��_ c2 Standard Curb attaching the SW-542 extension unit, II . For additionalconfigurations,ison maintain a © ird_____.„______i. ' 10 ,Dj.✓„ + pm!. ..., between vertical edges ofpipe openings minimum of 12 inches of concrete 4 - Q Modify dimensions as required to 9 g. 6" accommodate other curb heights when 01 �„ specified. 012 inch minimum riser height above all m Variable , 25" ' 1i,, 4 LB:). min, . 27"dia--i pipe openings. ,.; 4'-0•"(min.) to y __ 8•, Manhole Diameter---1 16'-0' (max.)b © 2• �- Location Station 1' c3 H Wal ' c4 tees(typ) � � O 2' min. Precast Riser 14 31 -�- Sections laWili- v t1- o "� Depth & 8 __-..._.._._..._._.._._�_- CURB OPENING1 — FLAN Manhole (in pV .....-.-_ a2II Maximum Pipe Diameter-4 I -; min. ==--- ----- b1 ® Separation for Separationl + - -- --- --------.-- a1 12"min (inches) At 180 m Base 8 - -I 8' 8 1 48 24 18 concrete 60 36 24 v Fillet TYPICAL SECTION 72 42 30 84 48 36 ‘4. 96 60 42 LI o 1111L - Square Edge Lowest i/I— _ REINFORCING BAR UST ■ (n rn - �12�y. •Mark Size Location Shape Length Spacing •� • • 8"minFi %SUDAS 1p10WADOT 1 RE"h�= e Q a1 4 Base 5'-D" 14'. 1. a I10-1a1i c "` z mO D=a" a2 4 Base — 5'-0" 14" SW541 re a •° min. 774 Bars Q 12" O FIGURE 6010.401 STAFOAIDIO LtPIAN SW401 STANDARD ROAD PLAN o a Each Way Base SHEET 1 of f p o, 20" 61 4 Wall 3'-0" 14" SHEET a2 0 �_ "UBPvr� Wang F- 0 0 0 I ci c1 4 Top r 2'-8" 14" REVISIONS JJ-- raEv�s�aacnm� �...w Po..,wr.m.•.anwfr lb W a0 A c2 4 Top — 5'-0- See Detail V». °'°°` _ "`'" "°°""""" i BENT BARS ,._ ,.,;.,.,r �.._�.a:... .,i_.. c3 4 Top — 5'-0" See Detail •r..mmN-TH .OATCU... TYPICAL SECTION CIRCULAR STORM SEWER Q ga OPEN-THROAT CURB - H c4 4 Top 3'-4" See Detail MANHOLE CC INTAKE UNDER CL i o - PAVEMENT 0 8 City File No. PS-3)a Z �, DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.05 Extension Length 0 Extension unit may be used on either or both sides 3 Keyed �SW-602 Type G Costing of intake.Details are similar when extension unit is Extension Length O Cline al Bock of Curb 4e2 ns g 'B'Joint- Edge to 1 4'rad. • Construction 4•- � on the opposite side.For joint details, refer to PV-101. ® g / — Joint Form 4e3 4e3 .1 lose � �� See DetaB'A' Grade �+��t •—7 Elevation �� � �� { r 4e1 fi '� :::x:::: I Match gutter slope. 4e1/1. 4e4 ....<h © p Drain to well. qe 4e1 4e1 4e Roadwa P❖:.G:E•at ® Iti •e Pavement 1B Curb ¢:•.••••••• Other lengths of opening ma be constructed b 1 dl (1 rv:, 9 P 9 Y Y �+ Df� Transition -' •IY;••••••.• Transition Curb 4•-O"51-q• varying the length of the extension and the rebar. 4e ®� 6" 6" 6" 6" 6" 1� APR 29•' 1 --I Transition 32' q•• \ 91 o 32••' 6" 8"dia.Concrete Post •1 ®Includes 2 inches for'ED'Joints. - ,•9 14Joint� ./.F--6' - E'Joint �� 4 �p! 1/2 I �4e5 4e JI e5 o{ I 4 .. t _I 1 [ © �4e [� j t (MOM SLALOM/ 4e4 4e3 L` 1 t a 1 — — 8"dia.Concrete Post 1/2 3/•1 1/' g^ 22" F.-B" - FLOW—s- C-10" ' �I 30" _ Top 3.. 5_2., Vis I WA e� J e'Joint INSERT DETAIL,oi SECTION C-C f j; B� Joint a 'ED'Joint/ r'"-'' c 'ED'Joint "` ' BENT BAR DETAILS Length of Curb Opening t Walls O3 PLAN REINFORCING BAR LIST© = 12-0" g ,bint� Lo ► TOP OF EXTENSION REINFORCING PLACEMENT tl'90 ;�;jm "e 9L_IST s 2- j/g t 32 Boxout Length-23'-0"max. ® Ke d Joint - / 1 1/ � D=4' 4e3 Top 1 1a-u' 6.T Drop r 4 g © (should not 1. 4a Top z 1Y-9- rz0 I51/Y - extend onto 4e4 T z 1Y-9- 17.0 6' HMA �"---�I 22" T l PLAN front wall Extension Length � ws - 9m z e•_z- 109 zz' � D=4' of box) . EL a• mast 1 15'-10' 1n6 •wto I'-5'Bo ot. Tote 119.1 N. PCC 10" „Zi / Top of Curb Top of Curb 20"�38" �l�l I�1 1I5iIt 7 4e5� �■ REINFORCING BAR LIST© = 14'-0" \ ',/� 4e1 FLOW ISOMETRIC x1Rx sz6 L9ralxw NO. LENGTH MASS SPACING NOTE: ALL DIMENSIONS ARE OUT TO OUT Gutter 6" C� ,_. Gutter a1 ! rap/me u 9'-s1/Y sfls - 1Y --► INTAKE WELL, WALLS AND TOP �"= D=PIN DIAMETER Grade Grade / ,r +a 1 rap 1 Hz'-o' ao DETAIL 'A' 4et 4e1 4e1 4e1 4u 1 rap 7 p'-9" 1fl7 151/2' --"1 4e1 Id 4 T 2 u'-9" 117 c• Use when adjacent pavement Keyed 4e5 •ois HMA or composHle.Construction Possible Contract Item: 4e5 1 Bose 2 1V-Y 116 zY ©Other lengths of opening may be SECTION A-A Joint G. - a• 4 deer( 1 17-10' ns constructed by varying the length (Typical Extension Unit) Intake,SW-545 ' ' •win 19'-C m.o,O. Tom 1424 w> of the extension and the rebars. '1 eelaal 8"dia.Concrete Post l` c 3 110-l941 REINFORCING BAR LIST© = 16'-0" REINFORCING BAR LIST© = 18'-0" ] �0.1sn A SW-545 m m M3RY. 9II LOCATION N0. IEXGTN Y,1S5 WAGING MNOI SQE LOCATION la. LI3NGIX MSS SP30NC TABLE OF DIMENSIONS op f 4e1 4 T STANDARD ROAD PLAN o ( 41 I I ap/�w 13 9'-5,/7 67.1 Y 4 rapBa ,5 9'-St/Y Y STANDARD ROAD PLAN SW1545 O LD on W I, 1Y-0'11'-a'16.-0"10 0 - SHEET tl3 'B'Join t 47 4 Top t 14'-0" 9.3 4.3 4 rap 1 16'-9' Ia7 9HFJ_T]tl3 N Gun opining B' xe4.oa,,.eee-ryrora+wo,..a,..a a 4e3 4 Top 2 16'-9- 724 15t/Y 403 4 Top 2 15-9" rs 151/2" .x,440•4.0,01.e-Ha1y,0..01..3 LP a 6.ten.ian r Keyed Construction Joint4e4 4 Top 2 15-9" 724 6" 4e4 4 Tap 2 16'-9" 25 6" Ce © Lo-angin Y-la'9'-1a"11'-10"1Y-10" LP' 4E ! 9a 2 1Y-Y 16.9 rC 4e3 4 Bose 2 14'-Y Ifl9 22" ukmwa 8"F.—4'_O"—�g.,Iyf "°.""°."..°`.o"""°°e.""'ee" 'g u• 4 m.>1 1 19•-Ice• uz u• 4 Meal - 1 m•-1a• 14.6 BL Barel Lam,15-z'16-z'2a-Y 2z'-Y 5'-4,• -I SINGLE OPEN-THROAT CURB PLAN - ...,o.....a..u...ROAT... reiBOTTOM OF EXTENSION REINFORCING PLACEMENT w"'0 6" Told 1656 lea •WO zz'-6.Bond Told 1e9.0 In SINGLE OPEN-THROAT CURB SECTION B-B INTAKE WITH EXTENDED INTAKE WITH EXTENDED (Typical Intake Well) OPENING R OPENING I Extension Length O 4-1 SW-602 Type G Costing SW-602 Type G CD 5'-4I" 'B'Joint Back of Curb Casting lan / 30" 22" e 26'---�{� Oci_ 3.••� � Roadway 4^ 4e2G --E(I------ • Pavement 4e3 Normal Sloe 4t1 n q 1, 4e1r 4e1� 4e1r 4eiT � F a e n� Optional n \ /4e2\T��� \ \ �' g„dia " Construction Concrete —i Joint o � I - 4t2 Back of Curb Jost °' _ m - 4e7 D lh V e4 1 4'-0" min. to Lti 16'-0 (max.) 4e3 4e4 ___ Keyed m 8"dia.Concrete Post 1I 30" Construction 6'-10'" Joint _ Keyed .Q, I-. Construction MT ,I —IL Joint ro FLO —I`'B'Joint � 4b2 4 2 III � `4h1 —t8• La Btil= 4,_0,. �., o Boxout Length- 23'-D"max. ® 2 . PLAN SECTION D-D v TOP REINFORCING PLACEMENT �, se Extension Length 0REINFORCING BAR LIST EL "T Intake Well 4b1—. xww Iumxu In ta.:91 racer rwaxl 2_ 'P Sae e1 I. 3 5-0' too 2-4"3 as a 3 5-0' Iso r-e 411 tea 1 5'-0" 13 IY 2 4a lot 4 f-I' 126 90 0.01 c 4e5 4b2 5' 4" k 6w 1 1r 1t _ E 4 4e1 i -f F. 4b11 T. 36 e. 4e1 4e/ 40 4e� ] B ! / ©Other lengths of opening may be 30 4e5-4___ constructed by varyingthe length 0 of the extension and the reborn. .6 ._--�-- _ _ - ®Includes 2 inches for'ED'Joints. -I 8"dia.Concrete Foot h —' J .G iri M A I I ( j J 4 -610 4b1 " "�oWo F o B'Joint STANDARD ROAD PLAN SW-545 a N Owl— MIaara - 6NEET2 tl]_ IS Boxout Length- 23.-0"max. T '1 Q ,. •r..o.....eff.a.,,.,.•eo...,..... 0 CC �T'+ SINGLE OPEN-THROAT CURB PLAN INTAKE WITH EXTENDED a R BOTTOM REINFORCING PLACEMENT OPENING s City File No. PS-3xx 6 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.06 Z Do not allow work b interfere with the Dow of Waffo. wWhenever eppAo ate vehicles as brawn the open traffic ' lane aspoeelble.Entrances and Wrivermye ehould be seed whenever epproprbir .eklitiT)p F L. E 1::, Equip al vehicles wiM an ember revolving fight or ember POW Ott Q FTorCwak lasting longer then arm how,rotor b TC-2021x r iB1°A" 17 P 4112. INN �47A ^, ! _0. Pfau`...` '' M'�.t .', _ r Y.,1 I "-f l i j Pirko 1 Snw•derUna • f�! 1G / ..<L1_.-�< `/•.'/• swaw=c Iraffi `i ri 1 ` �A VEHICLE STOPPED ON SHOULDER FOR LESS THAN ONE HOUR° A 1I 8 dodos • LeryhdWak Araa a'C-24 x 21' I 1 ROAD r 0 WORK AHEAD SMDu0DCF PI°* t of 46'A4a' 504 F I Ti { I 1000 Ir0A0 SLOW-MOVING OPERATION when a pavement edge drop-off awls.instal a SHOULDER DROP-OFF SURVEY g n. OR AHEAD c, OR[W Pe6Yhle Contract Ulm: du No p0 01aed�kg hours. R�than pavement depth will be allowed Mato Control WTOb Control Rem. P.pAfl w;,-0 Shoulder edge drop-offs Well be miigaled according to Article 1107.0E.L2 Tarr Cudrd -a"r48' .2.12-0 rev_ of the Standard spodrraboru. (11OWaDepartment 2 IDam-m s,>tir,3,-, .' OFTranspoftatbn Farceorklae�I�,R>an,nahnar,mtertar�,. �IOWADOT a iD� TC-1 LEGEND TC-202 STANDARD ROAD PLAN z„rrr,a, F Tn400So SPEED Q When pavement length ofeementedgepmQo W aress,flis1000relthe STANDARD ROAD PLAN SHEET la, temr,z.l-..,.00r,,m . ,.K.w w OO Sao��coroney m requirement y RSA Wt i'w' Standard a ..d ..-• ..m ,see LEGEND 4r LTwnree,.. uMIT A 6 c r LIMI SPee apPV g u.a..1.» I Troika 9gn - •0 , Work Anse 35 or wee 630— - 2NY 4' 100'_ ®1of ce7llterear n"a in,i ihmamberreroivirooreeor »:.wrn u,u-s..,, ewc,.E., .use diewwl�m 120 _ 13 . .ti•_ �� Oration d rraflk Medea drmlfc 40-55 TOP 1W SP 0 200 strobe light WORK NOT AFFECTING TRAFFIC 50aswots, - 1OW WOO I00'Q 200 WORK WITHIN 15 FT (TWO-LANE OR MULTI-LANE) OF TRAVELED WAY II N 0 E , atAE ROAD PDAa WORK d � AHFAD AHEAD E E4 , • II: yrm-, _ ) �, G2F2A 6pecmg=C © 4 - 4SA4s Cj 4AA'x H. 150-570' 6 `-- iiir 1 •• 4 . LI sha.ww Lew�aI., „, __ ___ _ '.. '. � / ^ I F F F Stevie,. WWI.ot Work Wog) A 7,600 R -'--A ! A I FO }MIe MCK® pev,c e.0 I I ed T.... E F' a e'1 IL I:. 1 tNu 3 ROAD AT ROAO COcx v AHEAD r lteR ROAD H NORK eaouooca .1,[?,AXEAO AHEAD Deep COT N W20-' 0,70-4 WO-TA> 4E'A46' 467x4e' 43'x4a' B K Si'A40' V CL 7 ca o A 2 col When a pavement edge drop-ollewels,Install a SHOULDER DROP-OFF vs olgn. lg Possible Contrail Items No pavement edge drop-offs¢eater Man pooerrwnl deplr wit be allowed 3 Floogwe during nortvarling how, a TraSH Control Possible Contract loon: L Shoulder edge drop-offs shall be nelRnled nxvrdwg b I0Dcle 11D1.DD.L2 TraSH Connor .Q ! �x.vc. of We Standard Opeoitcali0ns. co rs` LEGEND 1°14apF end Gtlkmn©sp near tomlNmmWuespwodcpernb. ilk Iowa 3 ID¢,,.12 J rn Hmrover,to ecw advancement dam wpm area wIthoW otr, .� Of Transportation a o-u,-„ For work law Dan me hat refer bTC-1. '"� �310WADOT I a F inWcSg tgm,F end GateDg.e may awindwBn MIIMteotRwi�te. TC-402 cSPEED Q MUM=movement con lmachNwdbyBeUing one For0va!neat STANDARD ROAD PLAN - LEGEND w ' FhWer LIMIT A C E FinaG T marrow eww.ev SHEETI01 F t009Q1 SPEED © Qwienam length a a pavement edge dn,pofris 1000 feel or less.the STANDARD ROAD PLAN o FeG H the mnhnm and the Outer value Mlle maximum. vvw..O.a.Ownsl..ra.4 I.#DT A U C T ec • �,CNffw� Mee. A4sA temporary El requirement of Arbdo1 Ih00ongStandard SHEET 1011 (mph) Wnge Q If length of maker.expecte V4 L.use C-21 S rlolione apes not t Reduce ohmvlefuar 4,=vs. r 4 �j� • 4ro..wDaer frrPh) pea apply sparng b40 teal ,,,....,r..,.. ,,..,o..u�w.-eor.N...,. t We3Ati 36 or Woe 260 4a 0207 500SOD0 3600 2000 60 Yan _ ..-._340 ---.- -_._ ® �.rm..o:-e»r.r e.-wm. marten• 500 260 40 ,ar Fs.work tree loss than 200 feet log.use rlrm elicere sauced 20 U mT o- m-4fi 350 50 � 0,207 TDD-3Dw sToa 2oar 100 .';�/ Work Wow 4e-m Tm �D' m 1° zar foot centers cr use a.enKJe w;n,an amber revolving lgm or arrter 1' ti ^•'-'.� _.._ W Q Ointlon of Track - --.... --- ---"' .0.Noo. m Wor grcexr ear 10D' ZarSOP 70ar.9000' m00' 2000' tar as-ea now era lea ....--2ao'_-- LANE CLOSURE WITH FLAGGERS ° o �• umrdnrlb es-ro ma e 1ar0 2D0 WORK WITHIN 15 FT CC ar _ OF TRAVELED WAY 11 , s City File No. PS-3xx Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.07 Q � ED QQ HERE'IDEWALK CLOSES AHEAD CROSS ® 0 t, Hdoo/hk liflsg sl „n•o a ekkwa:k tt as LTyoad I. layout - LaWM2 W4a1x 7 _ 40'x4t' Swap.0 Slxudg.0 Eh]V9Q=U Sa>ip.0 G /�' Y sroanR ROM p I F I F ) ', -\\, B.AT IZ 1 !IY7 Pi' CAM xnf AREAS H i = x \ r 1 f \ • i ' �' j x CIzedic___' ~ '� = x x x A = ,, • • • . • • t 1 0P_, I F 1 1 F F f' F '. I 1 F'i I I .01 z,. 1 I. Al --_`.-- A M M I- M M E--- (RRSt / �. • O2 13>1 �OO ,5 z... - ) ROAD - �\SPEED WORK . LIMIT HEAD ., ' 55 • ----- Y'f ill W u 40'a vt v0, R2.1 Vex 40 _ 1 e sr Kr iti'zMi 4e v 3' 4^zdh' 46'ROO M'WO2 LN,,, j when tee Average Dolly Traffic(AAT)oweede20,00D WOW per Owor when ab.M queue extends beyond the aMa iced signing,plane RIGHT/LEFT LANE CLOSED 4 MILES and RIGHT7LEFT LANE CLOSED 2 MILES mores(W20-5)on both sides of to roadway 4 miss and 2 Wee in advance.Odle Lone Owls,macecgrely.as xpwoMroIe. Mac Mae s a lane he drop-Of or roc,do nut Was hags to vase ow Ow dopema Portable Contract gem: rise,except for romp Orations where a BUMP(W8-1)sign s paced. Trams Control Laser drop-Os Reuter III:•h a eens01 4 Oche,aro not allured Wring rywrwnxkFg Poesble Tabulation. hours. Ponta,Canted lam: 113-2 Toni Control MID-BLOCK CLOSURE eavesxl _-- LEGEND __. --_____-_-_-.--.-.- LEGEND 6,Iowa epa/tnlerl NEIN I10-la-Il �� PlrGENDTreIric SPEED LOW A G D E N T Al -.--. Q1OWADOT e�c`i'e..r0.1a Rodeo Tc-sa1 TIaR s�, T > o R a Ol F0 Mails rC�z2 5„ STANDARD ROAD PLAN „�y,,,2 , ffi*e- 2� 40 er 250 at FMmedwrysedeposV�speed hiegaltDephogeaer before mod rgk STANDARD ROAD PLAN ,v,, .ixslxxi W NWO' 8n 4m 0-WO 320 as MO av Cage o,.r. F Sqh . ,y7 gwxrG„r �. �, W, 0 �, OW 10P Place SPEED LIMIT AHEAD s and SPEED LIMO 55 age prior a the e�//�� lane Josue as shown. .)"a._'° /'T'''` ' ®N.nwacclyd st no eD Is �Ov MD KO no ,:. .q4 u.$,o` wy: •`�."'-`"„""s"�"= When the length of Wowsgr Tier ton rob,a#afl SPEED LIMIT 65 .- Powwow Path axiom 55-40 10 ids Or We 7T0 Star tW Se Wax Artm i �wan Arse . m ..-_.. ..._... ages In the closed bee at trolls otemh 05-10 1000 IVY tiff 700 RIa leer tam CLOSURE OF TWO ADJACENT LANES PEDESTRIAN DETOUR Rer0we a cover al existing signs Mal conlO with 55 mph speed MA while 55 mph speed lot Is In OWL ON DIVIDED HIGHWAY - O m RDA0 SPEED SPEED LE.EAR_ MERGE, `rz' WORK .,� Gasc7 LIMIT LIMIT r \ AHEAD SI-Ut i 5555 Dowlece a _- \�_�/__. W2Dl ws5 W205 W4.2M 4 S4a X9x0 > ^0xC s I w § ,±... 4Si45' 48'x45' 48'xd8' 48'x48' fI 4t'xd0 /J - 105. I I. . F w F F NI x;F�R m [,eSf xER( I ('—1W0 - 4101I.-0m i f 011O Al - A A M E tmbe max. SOOO -tlevizx aaS:)'-``..-.•. 2.s I I t 01011 aI ROAD 1t G1DZt m • O SPEED• O 1 I I AHEAD SPEEDO nn�x 4 u, �,x , LIMIT LIMIT rx 1PPxad 55 5Dx ms__ 55 xWnW W2a-1 WS-5 W76-6 R2-1-- Splxarhg=G 9p'.AgoC I 1 Rau___ m ROE,ERE 48"x 4E' 9 1 w , l C. . . . F' �/ ... � 1. _ —E tlrwmaA.0. i_ --�I c.®D, ;,,,,,4'' p jj x M I1�t __ IMR A co MTAI A R h © 1IL )IM .6 I () poem 250 4035 V2W 245�SD 250 iilliH"I \ 40 5m ST 40 0�0' 320 S WY V, /'� 45 M. 0D 4y R400 030 100' 700 °x°'°- ;} I 00 7ar W 40 400 W0' 100 7001 4fSx4t- / Di-00 1un 1a7 ✓5 007 77P 1W 2007 r - _-- -.. ... ..,...1 60-70 11100 10P 09 7W 9tO too zoo. Q Refer o Sl-081 for sign deta)a. T bNe laec 5, 1 __. -_._. _ -- -. _.f Where side road tT �j �� �.,� • LEGEND Wen to Average Daily Traff (ADT)exceeds 23,000 vehicles per ©feel'la showed, speed limit s 40 rsgh or Neu.a distance d 2W _J .� LEGEND \_i '\._. ` lOWsr1 Department day«when a Ve174 queue extends beyond Ole advanced signing, Q I ceP ,AWrn a-ttFtt •-► Drectian a Tr, Paw RIGHT/LEFTCLOSED 4 MILES and RIGHTa ryLANE 0 tea ROAD 3iOmRK BEAD 'h 0 IOWA DOT s Ies-lxta w 7 Of Transportation CLOSED 2 MILES signs 20-5 on both sides oh Ole r 4 miles ign nn oppnsta side dtthe F- r SHEET Icil i STANDARD ROAD PLAN TC-601 F TmDa Sign end 2m�vb d arcoaf eaa closure,respdvay,es STANDARD ROAD PLAN -TC•418 0 Rawls en=2.42 X Drum raid work.appropiea. 0 For raadweys Oa a posted speed knit W W mph a greater Deere m F ,,.-ew,m.. Whore Moe a a trap n dram arise,du not allowtraffic to arm s San • 42'Chanefuer Place SPEED LIMB AHEAD s nrvcaxs Awls.sex meow woo* a over to drop-off u rise,axa:P[for ramp kWretlam carom a BUMP con.and SPEED LIMB S5 epos r��� U vd CLOSURE AT INTERSECTION paa.u.�off (� Arrow (1Yt-1)s0ninOwed prbrtatlteorhersnsureasarowm. oA %ewtsax.t >aa',t,tN LLI -2 Pede•bhah van C/n _.—._ .-...me. r�.m w�e ---rrwxr.,. n.:....:-_- '� co Lane Fitts drop-offs grannie Men a nominal 4 inches ere not Mowed When b9am In Sop 00le s One at I one,Install SF'tED O r l Wax Mica 's during nmewabog ivxas. LIMIT 55 signs the tloS00 l Tnik nlLmis. CC ff PEDESTRIAN DETOUR Remove or cover allmhiling signs that conflict Oh LANE CLOSURE ON DIVIDED HIGHWAY 0- 55 mph speed bmrt while 551rph speed limit is In effect s City File No. PS-3xx 6 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)- ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.08 Swim=D.� O OW*((MINIM* /r SPamN'C WNW; 'fir 7)//,,��yjy����������}}ee�/�ma�yy c LEFT LANE ... . `. ,1': •< . —:.._' �. >GRD%f_�';:4J�i }`I _- ._. Yam::-.::.'-..� - .. CLOSURE e 51> . 2010 pig 17 p GA Y�.ph A A—i.rt—M t: ,MIA MWrmI I I 2 WC BDiicas -603 L f 3' 4 9 ®as Ui, IQ ' y}�' 4fsW 4a^x,Y Skinned in I WAI l T ,5"a 4.14 eprtr9-d ` aa. .� RICH'LANE �� • . • • . �. _ • • i. _ • • CLOSURE LA I _A _� Ax px' t E s ,IW¢Mamart�•• . .• • T—R7 P-mP *2:15411p BDa.lW. 4 I Imo' woo rA. 1I u- , Parade 11470-1 01a4r SAa Fowl 46x45• 4k 5-wh x4S" W 20.1 4e•a 45• PaemM a Contract Man LEGEND Wham Were A a law line drop-off or rise,do not alive,traffic in aowe over the Traffic Control dfopollo rise.except for ramp!m ations where a BUMP(WS-1)sign is pace. F Traffic Sign w•� aemott Lane fee dropolio greater man a neninal 4 inches are not Glowed during pIOWA DOT 7 IS.--ms-1s a p SPEED nonworking hours. 1' r um rr A 4 ° E M T TC-419 STANDARD ROAD PLAN • 42•Charme (mph) G) PMne arrow(ward within the dosed lane behind the drams and es Close to the SHEET 1 a 1 (pK: Arrow board 35or law ASIA m 25V 40 6 246' 57 beginning Sm taper es praet awx•em al. nw.d.,e.o. vii Work Area 40 5W m a v� 32P m 45 TOP au ,S maw Imo 100' " Mere max road speed rent is 40 mph ef lees,8asthma OIZW feet wowed. 1,M r Direction of Traffic 50 TIP 1m 45 •00 MO tar ® Wien there is no Mhoulder,plane avow board within the close lane behind 6m 55-60 16m 10R sv OM 77P tar LANE and as dose to the beginning et the taper as poetical LANE CLOSURE ON UNDIVIDED HIGHWAY 1 ., lac�sons xw Loa.,s.,!a: Eafae.Caeca f� tI 8 I armad.W Caeca 0. `i. . o --r- T (l') I, ._.. ` -------"'- I Salem trhkmheAaW GoonB Lou5M Sf�oa Lc:adrns T I J R0050l Length E. �'3 a� T' Dab. car case ://74* G RionalLeoeln h qMaws Eqqq n�ow eers ' ExtingP axv /l��i,- 7 6 a r\ �-6> >,poros�a cv41'4 PareTem 1 `Pa m 5.mv `EMMp Par¢rMn!` P 4 4dY.n TYPE R1' TYPE'R2' Monad •• SURFACE RUNOUT FOR SURFACE RUNOUT-INTERMEDIATE Posted RoM vim- SINGLE COURSE RESURFACING RUNOUT FOR DOUBLE COURSE RESURFACING (mph) (SPa ) TYPE'N1' TYPE'N2' Ad Ove"0 5 SURFACE NOTCH FOR SI VOLE COURSE 20 to 40 25 SINGLE COURSE RESURFACING RESURFACING OF MILLED AREAS Q (((��� Loretrn8ation• Under20 10" Imtmer6mPxr}" ems ' ST�BedLine Ratloorgee t m � IF'�J�I •Based on 0"00 n anarvw5 r. (mph) (R prhoh) i' �;.+ l at sideroes are rttersecfwrs. Lemke y Mon-.0 L 1.m"1:`"� Cher 40 m 3 Iy M i C I Qi 20b 40 25 9 1 •• _ , Urltlm 20 19' Exe t^02 V'want Forma raw. • / Rem I Brkao APP:.a a -Bored s a EA 1 ` f`. apre at side fascia and hlws�ctloru. �Ei-.v.-.3'n•- .,. _ Erica Peamontm \Fawner seCbn j TYPE'RT TYPE R4' =I INTERMEDIATE COURSE DOUBLE INTERMEDIATE m RUNOUT TRANSITION COURSE RUNOUT TRANSITION TYPE'MT TYPE'N4' m C SURFACE NOTCH-INTERMEDIATE DOUBLECOURSE s 74 RUNOUT FOR DOUBLE COURSERESURFACING RESURFACING OE MILLED AREAS 2 Lamar swan a.�ftnnr ea Il _..0. _.. Poepde Contract Item: Pososs2M Caft'ac ltam: rW' (I: (I) �-� �, /' l _..._.� Pavement ScarHlwtwn Pavement ScedTi[atlon 1N.7 : I Yt , � Lm.821%1m P 10MMT.Mdatims 00 25 I (0.l ^ Po100-2T.bulBlcm: 0-25 0 1 ,./ ,i//%f� � } if;'�7 %' 102-16 Tomr'� 1C2-16 a� E u,g ( I (l env.. f f//Off..gff. .7.Z..."7).7�iirn. C' Wads AS,e,,a 0IOWADOT ~c- I+o-2,-ta } , t 6„�.,,d�d,a �910WADOT - Irast.tn EAW�g P.venwt Pansies.?iePSwYm TM '"S E STANDARD ROAD PLAN P 10 seSTANDARD ROAD PLAN PR•102 w INTERMEDIATE COURSE RUNOUT FOR TRANSITION TRANSITION FROM srlEtir r°'1 SHEET 1 di 0 Rvemae.w lae... ..rs.rwhmatmaerm. R a ee.rtrPm rm.,.mom..a ne4 I— FROM DOUBLE COURSE NON-MILLED RESURFACING DOUBLE COURSE RESURFACING IN TM�,NS, U m TO SINGLE COURSE MLLEO RESURFACING NON-MILLED TO MILLED AREAS ,(h.4w.1 A,-,,,(tf_ °"`sar6° aS.'�T xLe w n ..,-...me.®.•.�...-...�.. SURFACE NOTCH-INTERMEDIATE RUNOUT .... -, th'"�� FOR RESURFACING OF MILLED AREAS NOTCHES FOR RESURFACING ep RUNOUTS FOR RESURFACING0 7 (WITH OR WITHOUT RUNOUT) CC f s City File No. PS-3xx z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B4O9 N Elating Patoment See pV-1 Oi for Jdm and bar piecemeal details. Sped.details for entrances other then Cases 1 and 2 are Match Seems Existing Pavement shape and surface of r�Extekrp John c, Constrdd rectangular patches even when existing pavement Mowed Entrants Induced In the detail Gana The she r - Join SPadnp -l I C we skewed driveways and slay,will vary b It individual Wnda«d. 1111 V.A.C.EdetrO Lens /'ST3'Jdm Ifik Use .frcd conc ate avement Mx ah mmum 11��t/11:D-Jnrxs Johl apadry 10 fel mlcmum,20 reel mawmum 15 hltlVleas of e indwa.uHaebapedSod ohwiee far Mowry.end Mgr.If an R ,a9 — F—H 7 H I I I l I��1._ le/�Faems PA4n➢ feel optimum. oin Inverted crom.lo0004,0,usley irnim e bet surface fathe ra cow ErJ — — . —— t::m 2 'R'f Jdnl pavemem,place a CT joint.H hers b an edsti joint / ® a a 2 inch — — �- -- �p Ccnocc CrhS 9 measured B[he sits.aria d adawaik R sidewalk R x or mime In an adjacent don.Sam place a CDjoint at / --_'Rd Jcbt t * .--'PT Jd^t he aartra tnnevene kteeon Sew but do not seal CT In Gaca / not preeerl.N!le to be measured id he anti at the returns far I jot*. 0�� 4411410 caeal.ndla ore bad da.br«caaez S -J5-1��� ( Nov t7Jdn;must be a minimum 5 feet from the patch A �' \\`` 1018 Pavamam Jdnb.a par detaA Pr fed Plans. , or me Q end , _.a 1� Emh Tnnsverw ONE LANE WIDTH PATCH —Me,rebble'CD'nCor CTcald T •E,.ev. ‘I(m a FEnhace �1C nt Jdnt(Rehr to PV•401)from and of radius ONE LANE PATCH q De rot sew or Baal Ina nt Plow Inch ^' . �N to en otYedius. \ ENTRANCE LOCATION ONE LANE WIDTH PATCH (NO OPPOSING JOINT) , taw between UG and irmuampread preformed .'- O\��'�- O.nerine Easing Pavement ma patchadjuvant ,F ! ,r�jj \\\ /}'(� Qa tine at the Back of curb. Remove Existing Pavement 0 Foe3ide .• \\ CITY �f C�a,{� ^—QQ�-+JcaRsydow-^w—®—.- rWs.wm: Pon**Ja.'rt �'k.exrel:a // /\ - ,' \Q\``',� I,"' ! 1 'c Jam onolantdria. Ditto Jcht Q CIetleb2C forrmirth SO,.c:xh lama snwld oa . / 1 �\O P t ), .,ihY rqr p contract documents for aicewalk conaiNcnY�R // �''1 \\\/ 9 r�fj WF#qentrance 'era pr'Hra Joint T ®Pwsala Subbase Paten.we®. r[c\�\\\\\\- CITY) �.}( Construct sidewalkusr using come@#Slickness as the ate sidewalk. illi Sae P=1 A ��p \ /' driveway. - ��� 'ST•3'JMY. O] If longitudinal eubdraln(ahwlder)la ay to be placed a It / �!/ 'RC'W.- TtC Jam ; h Wow drainper PR r� d YIMtched, fr�\P`\i / length Dpa,aS ®R�sidewalk nn➢plewi at ta Sc. the y n05on.If Me Ira is rldpresaMansidedma tea tobe dtime • x 5, ' than r -, ddens➢tb reconstructed with the ddwway enbanw, TO'Jostl xT-z«'ST-3'Jdnt _ - RI-Jtlrt // �lew'E'Jdnt eb«thy �.oflM ardsvAlk and eE � cJdmsewed r Ner«a edge orh. +.-.- 'Rr Jtlm MINIM I . or �;l Wawa..Rely to PV•101 for pint details 5-,P�+-- - _ yinvite than to' -I S t.____10'nmora .I S le-- dive 0r Maximum«wa elope Is 2%unless specified otherwise MaY invite C{y Jca,a mb mN. In eta MOW dominants. --' a16 ®If cross slope of the sidewalk panel exceeds 2%. in glace © removeand replace to transition from'Writing sidewalk FULL ROADWAY WIDTH PATCH FULL ROADWAY WIDTH PATCH PARTIAL LANE WIDTH PATCH �� L'Jcm toaidawatk trough dnveway.Ifatavedon change Posshla Courted Rams: CASE 1 ENTRANCE raquiaa a curb ramp,o,moy with MI-220,verify mead Eesatg Par rant CD Joint Assembly // fortlatectaUe warring Parrel wile Engin6er. CTJ n '/ 'RD'a RI'Jos:t l / Full Cot MatchPatches.by CountFull-DepplRF�),by Flee ` `� •g, teams]bW a 1( �4 ' Possible Contract Rem,: sacral sans • 12° Patches,Full-Doph Finish,by Count -4 ---_�/ 0 pdvewaY.P.C.Concrete I- ' I ' .-�r �, r Patches,Foil Depth Finish.by Area(501ea1 in kny,h 5'Join® 1\ 2" �� Davewey.Reinforced P.C.Concrete to P'L •^ ...` orP greats Full-Depth Repair ern' O I Removal of Paved Driveway 4 at--2. �' h \ n+ Sidewalk,P.C.Concrete Poa0LleTaaiabon. ais 1 henova tales or 10243C / iJ" \ Possible Tabulation: air: l Vaaade laved°irae.arad , Tat�j / 1o2a taw C''emi ! PCC Pavement p�x.a o'ma Ee�a Con,po.a Pa'va,wnt by Gan. _ _ _-_ Possible /'/^`\ •( :A Una ♦Utt at V edge (- 1 /' PAVEMENT REMOVAL DETAILS GIOWADOT h.-£i--"-1� �deWO�— ,�� GOIOWA DOT . Illit20.1e .! QnFaWry c( I // 4414111111. rna tr«lath ~� `12 STANDARD ROAD PLAN PR-103 NU-210 �\Out.eggs Of lam greater Ron t7 _ SHEET,d, Lek hd0oe ➢ STANDARD ROAD PLAN a„gTtp2 0-- 1,.,,�" y Sobs-ads vradn and graded BAR SIZE TABLE nave....wr�r.,4. amens rod..dar[ ea.Ie.twtm..re1.Irmnior DETAIL FOR'RT'OR'RD' -x manraform rlevzuo.. Er;:yy POD JOINT BAR SPACING Cl Pewmam Lela rt. Mors TN,,,,.. Man6 t6 awn lm mimeo,rasa 1.el,A14 ^ a.m eP_ito, m-- hai - TTI7CALI,ALFPIifI LONGITUDINAL SECTION THRU PATCH WrvEL .ore. r,eaer. Forhlad«lame,.Gave het bar SIB I ti' 11., 17 from edge*Nana(stab). FULL DEPTH PCC PATCH �ea one a„ WITH DOWELS neeaR .. ,' CASE2 ENTRANCE PCC DRIVEWAYS AND ALLEYS SIZE Repks S^.a:k:r 005prml - iPropored Patch h Idnd.a ma.da.Y,. 0 e Inches moused Subbase(no RAP)If required by E --a•1P plan When Gated,aderid Modified Subbase(no RAP) r spetheo E-cr 3 to and of radius. (7)'IV Pavement ve(Rarer m Pv-1tn)from end m radius a 2'mr ow!bngltudnal sc tiaaL If present 11 c., ("D If it is not ent on eofmar)land,o beplaced« I ©line*M Beck of Curb. • t dond Patch onadsofnow snags) patched, ScewalPJ p 1 then pkw Patch Subdnln at low and(6)ar path Pvv Pave/ten f ©Taper b Pavement Thickness. W/ !_ L `p oo Hof �raS x ail" ®Up cub mace from either 4}inch or 3 inch et back of __ - p e^e Oro and r -'-"'- ,f�;= QraBudim P'ahmttivq Bx\ �� curb to 0 bon at front of sltla'rralk mSECTION A•c Jdnl j S ac 1 �)Rafr b Tabulation 172-3. i I (Casa 1 Entrance) b Mc RAA)Subbara Ot I I -z t L«htlIn.flAbdr.n B« 0 Max4nwn moss slope is 2%unless spedied otherwise i V Paine ��� In he conned documents. Edal,�«bbe Raced hk.'Y.reei� Cmu as liffiliallingii L Sk0000_)500,0sy f DETAIL'A' vh PEvemart ra MODIFIED SUBBASE AND SUBDRAIN ' CASE 1 ENTRANCE Pa ere, IF LONGITUDINAL SIJBawN IS PRESENT OR I57O EE PLACED SECTION B-B c (Cases 2 Entrance) a L' E Length dOparsn7 �aa m r Proposed Patch Shoulder.ReNsce a.land 6 min. isench Moth ova aJbdraln COOL r_--1— e //^^^Imps±4 ufl. c-1 3" 2 ; Mn 61Mck I lj Pabh ethereal t -"`----'- L _O PLAN v�, - g Possible Centred tremor'. r�i ---,_, _ __..i —Row Lae Subbase(patches) ,• esvamn Path Subdnin (6 v e'StandW Curb 6Syed Gish 0 --lr—t Pvm12M TebWmvm r"-1. �►. f L_ gz-sc sa.�dDriveway s a�ared� PP emu,eaoss \r-C� " >easro-� aco :_,O ,a as n v (�10W a�IOWADOT a ,,e30.,e a .6 1 „1 cx-i,-15 F«m Grade Bavatbn Form Oade Bevellum MODIFIED SUBBASE AND SUB DRAIN o PR-140 ® J o STANDARD ROAD PLAN MI.210 a mTlqur LONGITUDINAL st:soaAJN DRAIN PLACEMENT STANDARD ROAD PLAN 5„�T,d, �P�°�� OroPFad Lurk%kryht- 9HEET2d2 Q s�,shxes.a.wwd w..,xaa-rw.aa.ax SECTION C-C w,aw he,ra raa0a,n.awmm. SECTION C-C ,answne<aa..da. � `�` vp (Standard Curb) (Sloped Curb) r''�''" ...,.,F,�n,cn w a. SUBBASE PATCHES DROPPED CURB PCC DRIVEWAYS AND ALLEYS CC co'' 0- f s City File No. PS-3xx Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.10 ., zoi Ph' 3: 4 9 .......„........ ,.of Ceti 0 Unless curb map la Awed',emend:Aar to the skeet . Gdoen Line moles provide an area of spacial shades at the bottom ®If arming gate=Acts AM locelon cf detectetie I d the wimp.Tlis erns allows Its grade break at tne warning.Or If pedestrian crossing sate I,inrokod.oinv I bottom of the nrtm to be perpendlikeer to the ramp and 11ACFPI TR IY I L7C LEE R Dt( detectable warning pond In advance of the crooning provide...math Swanton to gultenthe tor wilt:with* lea. WM. , ,.7.... ....i ", 0 -•'•*•"•• •• •• • '....%,..s.:.•. .. .o' 0 LNG vertical curb wilacent to ramp unlaaa name we specified In the parried plena.Install Detected.Memo. so that no gep Is left between warning perm end base of 1.•..' .• •• ...... 1 • •. ' Orb. `.. 1 Sas Deal'A . 12-to ISC) I?to IS° CrOSOV.It 4 , . A1 [ IOWA CITY, IOWA CURB RAMP PERPENDICULAR TO CURB L__- 4. g•Za:Xgrl- l g0.- 11111 ,:i 4tti •• • S.Derail rnr ................. ..........:•:-.......v: E.C.'nen. \ •• •• ••• 1 NM L_ -........ ...:.• I CURB RAMP NOT PERPENDICULAR TO CURE —= IMIE -o-rigi 2.4'sale(mini Top of Curb WM -.....#ill ",,,,-EL-,-: .tLe Otstodeble wended ... ....) m.n.,—)=--- lege Fara of ,• FAIIII.Idir ••• li red. RAILROAD CROSSING Gabor Lino Posstia Contract Rama 1.).),..), ron di travel or remit DetectaNe Warnings licadva)Pavement- Sidewalk,P.C.Conrete.61n Sidewalk P.C.Concrete 4 in tretrticeettof DETAIL W Removal of Sidewalk •!—•@— -*- T"77 —1. Possible Tatelatrom 12-1 LEGEND te,24- I tkr —€1-€-- Le—0,9"),.4"—•-••••1 P.N9r, LEGEND M 22 ...71 , ,$) e SECTION C-C 010WADOT e i lun-15 1 I ,,> I OWADOT 1 u,,, ,, _ _, ,,,,, , e 03— -4p— STANDARD ROAD PLAN MI-220 Oir,Erl 03 1 1--" STANDARD ROAD PLAN air EET 3 013 r----]Dentes,tria YYSfrarg. Perlool.=41•41.114•11414.4•14413.1.1•4 WU*S4.01 SQUARE PATTERN ...m.---Q3en i').-';'•,•-•'%,8,--,. ._. 17,7-71 Critscalee Wierlifrp (Paned alignment) Slin.la,A t.....til VICTIM DO I • --.I Vkcetkien DETECTABLE WARNINGS DOME DETAILS ON DETECTABLE WARNINGS DETECTABLE WARNINGS AND PEDESTRIAN RAMP • AND PEDESTRIAN RAMP dace of Ciro-\ lighta.m.„_1.7---34'". 1 or 1' • t aragallrillkIIIIIIUIIIIIhlhdlgiiimmmmmmr"'' i 0 Unl.....1,rEEttr le aired perpenciculer to the street Was.provide an area of special shaping at the bettom of the ramp.This area allows the prate bleak et the o_ .toint 0 bottom of a the rnramp n be perpandicatar nk the ramp and provides• transitionaote In ottor ggne kr wheelchair e" rat 11.043. Lo_8 IIECTI:07 4...1, t .2. Re"tlaikltSdgligidfillMmm=mzdmmiammw-,. g-k. 'Et Join Mr in SECTION A-A 4-Mir 8 'i TYPICAL.INSTALLATION DETECTABLE WARNING WITH NON CURBED ROADWAY a 4 a .-14 T. r I MEM' 'altaff4alltdtedikilaz 4-.. Earth Entgrade 32 t 0 r mln. in; Stnent E SECTION BB ln Eat Pv-IO2 I—Th\ri„iti I or cet..\ , 24'into CI LEGEND .0- . i 1 .agisobiadatgesgitia' sr u) R.,.. 010WADOT ' 11— -J < .2 ANWIlt MI-220 1--- Li] STANDARD ROAD PLAN sweet.i of 3 iRE415.11 awr a mar tem.,.b a.m..I...T...1A.. 1 1 1 I entree**VArnirli SECTION A-A :1. 11J TYPICAL INSTALLATION DETECTABLE WARNING WITH CURBED ROADWAY DETECTABLE WARNINGS 0 AND PEDESTRIAN RAMP lir i 0 < City File No. PS-3xx 5 6 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE)- ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.11 z ....., 6i. T +'"". i o Review a No peymewl be made r afnul eeyom. r �� O 'N. reedmawuran,Enecessary R2 v I- bottom culvert, encountered w hY a bb e bd atop the trench B hail Morn Act culvert and resume 3 feet beyond Ir� The maldfwn n' wmalaials end corns _�-� ` © GW Yrfrtvvs I ''� indicated to wee mrNet-constructing apla e9 1 I I I I , , f the culvert. + 2P lag h two he © 1 �.// Oaat9opa -•, �` Elir aw.atwv,IT #IT Removal and disposal of Headwall,wiger..or ether Corrrete. 1 1 L L I_J doh _ _ �i On nee/construction projects.paw Na sutkrain after Ne V' ` inn.amlwWhnLL1 __ � ae bract.,will be nerd for as•Removal or Existing sm,cbms'. 3 © Oltlt V` s 'p paved balddlll,Y aerial. end prior N granular v t a7 �7- T_r _T_ _ _ paved ehoVder material. / �� Fans and construct T Ter and•C-2' they. 1-1 �bgnecb I I I I- I I 1 T �� I` Except for bacF.sk I stalle9ms,If the Cmtraaofs �7��� Type adaptors an the' MN iota t. How !/ / -J!� �" I -1- site using nweixt approved ay the Er�neer. Tmxlmrni I Fens a I '1 IMF OUTLET Caro reaull in a trench.Plow and compact granular ewer- , Ren�` ItaFT OUTLET , I 1,F �� �'JL�l�if 8 A PR !7 PM • 4 shoulder materiel in the den.to be level with Ma Typa•63•and•G4•edaetom may be shop fabdr�d wrg r-- 1 �a/� fit_r / EtdA,N9 CNhearsa I a mMad approvetl 0Y tiva F jrea ror a[tx'hing a wnaek h _ shandy 1, /U /{� ar$ewrn wrraw prior b cpen'rg knee to bal6c. / 9m ghat _II:.Fie3 edkn(eiNer bogus a 9rooreendl b e skrgard sedbn of T I F J L �J a Q (Cmuga ye ylane Tudng}e i Perforeretl Subdroln Ted Poi N )..... arhugate0 ppa.Notes may ins Pop Mulled in wmegabad ppa r h .. 60C'typ-. 5r typ < Came.plea-r \cryI- Flew g bm�T aywnenl with wrlaete PPe [q? I(q} �f" O2 PMoua BeckfiA far Subtlrain(wmpackd). Flooromwrolwroworw4^- �LIp S RcaCmy Pavement K 't-��r �hy- Y Y Y _ C I ; j^ '' . O SW:drain outlets.Sea Let-6L+i CONCRETE PIPE TO CONCRETE PPE T nim ,��,J _�� t m I 7-7-T I 1 1 ST T7, 10 "4 C�T r 1 O WA 0 2 Foot�er section of con or 2f0metalpipeair diameter le TYPE-C-1' 1 ".....z , Toe in old Axel prbaeers ■ °Thinness sane as Poe...ass but not less than than ACC Rd°a2foot section adOUClaweae0 Rxna9 aahAsy © knearatlaaa 2poa41e a© 4ihdhes. I I _L_I J J. 1 L L L I_l ` 0 w be�fforrm`•w�in diameter sr/Araks.made-where ""'"1.. I ,'Lary _., ()Grout opening between pipes. ,J,_l('I � --r C�3-' DAduT air _O'._ ©Conned PE se PVC outlet with an appropriate w;gler. °7 Use milieu°wnrarurg ofwie mesh 6•a B•-w2 (/�/ -\ 1' I I _T T I I I- -r r ' Flaw Ire CmawCMP outrt one of two ima'n`ma'ecR or(2) Fin donne.:Set No.a wire-3010sf,OO sq.R.Lep eiWea hares. ShcJdar�/JI,\� {/I�'/ Mx..Road Pin la(-121. ,2 iiiiiiiiii ,w Miski d , \\ kl I I I I I y AIOy s6el 6°Am opamrp wRF OOut / \ I Insert l foe of the 4 mat euSdlain into6 inch CMP and CONCRETE PIPE TO CONCRETE BOX CULVERT auhMin B (" 0 Positive type joint cooping required. P.Nte�(a rem y� TYPE'C-7' _L..„.L L L_i__1 / L- .� __ TUBING PLACEMENT �E �7 t ��L��� T ©2low poop backillmen end ect 00ante«with a minimum or I Cahhaclua O Yandu(mincenner.1at we'a)hoks.Factboas a ee.ad=pa J/' / ALLTYPES preter.es per motetendw.PlruounbshMdor Si necessary) ehaaW sate comedian at wow ilbrvab.Eructing pipe rnaterfM es per note 10 w t,. I I Gem. connector holes may De°see if av.aloe Place remaining I I 9a ON two bolts et epproxinete equal intervals. 0 If She the IS In edvatantlywmadover1.obobnd. I repair the french as detailed an tNa Anent.If obstruction 1 co Thickness el well of concrete pipe.See AASNTO Lr 1r0. la 1 foot M more bebw benCA ter. o.tartywbdrein How I I PLAN line zfaiwmtm iUcn repair.ali9mrhert.No paymaLL wi be m 1(!!t s a�, ESTIMATED ENCASEMENT10 OUANTmES FEB LINEAR FOOT QB au belies for 4 Inch abtlreln.12 Inches Tani Inch en0an. Commove -2 0 FOR•G2'ADAPTORS *for ta'Da.P4. 5�mu tod�rd Road fare OR-i2i.corincrace.See Dtlhp r. Co Mesh mete ter F9o1 E fi0Psa'cJuan Pont.ncoPtlio Contract hems: Y We, ant. fWtcyAlf adaeaged itches or, m - / Subdrain.Lw0 tedi,al.(Shoulder) ) CONCRETE PIPE TO CORRUGATED PIPE 1Y.�i .- 15 El 2.0 N A. / F 8Subthaln ubdmin Cutlet (DR 303) TYPE"C3" ,... I ___16 0.1_ 23 NA Rcadwaykavement (DIE016) ammai},c o7 21 0.1 26 NA 1 r 1 Tabulation: 24 0.1 2.6 HA O Y © / 1 ® f QQ Pos0d1C4-0Tab : m oz ;o ; © o o-/LT L mC Net - - am 4 t, ` r Ergireedn Fxtc 1/1 I I ,•�' e �.; :::�a.f 0IOWADOT ,ip,a-,a • rot, • ) �IOWADOT a;,a.,r.,T �° °' fl' DR-122 v ( DR-303 STANDARD ROAD PLAN �, ba° w 62 °+ Pipe.9.C Cacti I STANDARD ROAD PLAN a�ET,«a P..ad.vai'�Rnc Knawsworel 06 0.6 6.9 0.1 ® ,',a+ eEwebr.5-w.-..-o.w.x,iwr sour fC.a...\ n,,",,,.,a"„ow a-+ePwa,,.a." I h I awmeer.oneoe Gonuaa Standard eo 72 0.6 7.5 0.1 Cl/-,,.-. 5,.;{:. aiNSEdrW 3-0•-+I �� V.O. Resume WmYu gn✓�,SNvf __ TB 0.6 fl1 0.1 µco aoa:Prname�n: 84 0.7 8.7 0.1 ,�.�.a.m„�..-,.,.M rr".Ke. E 2000 D(Owe Ill)and 3000 D(Class IV)Pipe SUBDRAINS CORRUGATED PIPE TO CONCRETE PIPE CONSTRUCTION OF TYPE'C' TYPE"G4" CONCRETE ADAPTERS FOR 0 TRENCH REPAIR AT PIPE CULVERT SECTION E-E (LONGITUDINAL) PIPE CULVERT CONNECTIONS a 4'min r Trench. -1 Compact Backfili Material ♦/\ `♦ ECge of Pavement v y:Y Edge«Pnvemont Pa,'u.3 Paved Q Perforated Subaaln(Corrugated Potyettylne Tubing). ,/ `. Ede«PdYemant SncuF:ar �aF Aker Shod/6.- ., � t♦ Ensure backfill material MI��� Q s + OPaauA sear.GarsubMaah(laanpacNd). i Q` /`/ is frets of finders, Stainless © IfiNEYY , I } �A Q Pia.pouo. liedefal N direct combed wain a minimum of m-' i �j concrete,air other Steel Bolt t� E f] rubble. �7 tiufgrade Treatment Powbk d 2 a 21nCw of pavement and twru9moua to ahoJtlar ♦fr, ♦ gp• O spaaal ma:enal as per Grote 11 a 12. s ♦ p ® 0 6ebsa.J© mi C�G C g sodas t3 $ t' 4. p� p O _ O O- O Install auheran es cut pnaweds. ♦ . •.4, Pull Slot 6 On easing Granular or Earth Shoulders,replace with 4 co One Piece ,,,,,:it ' TYPE S INSTALLATION TYPE A INSTALLATION TYPE 7A INSTALLATION TYPE 7B INSTALLATION Inch minimum depth granular shoulder roster.. tl r 4 , / Lid(Type II or III Skid Resistant HANDHOLE DIMENSIONS TABLE SECTION A-A SECTION C-C SECTION C-C SECTION C-C t-� 0A,..,...• P Surface (NOMINAL) s,tgmde Treatmnt Sabdmtn Fa Drain Placement Polar k (3 On Paved ShoWtlers,rake to Sectan 2502 a the Subbase or Femme.Racem e. Sknvlere 9pe«acatna b kasAlrg shoulder.��� TYPE © OWODCotvnotch alprlortosubbasev .4ir ® J (a p0poead)a .•. pavement placement b assure uncontaminated cornea n Conduit II 30" 17" 24" v03 r4ew by a nubdwln tremor et the bottom of pavement. ri., CONDUIT IN TRENCH III 36" 24" 30' minmukfal trenchd theta wedge inches aesoue thep.backlit neea minimum verticul corlma a 2 irctms with too pevsmem. oh - v _ Stainless © IV 48" 30" 36" oSteel Bolt 0 ra7g.« (�r�{� Edgea ^ P.dlaAr rasa Edpa«P.wmwd� h PaugnwA 000.ICa7�"" Paoamarty ahmiccr� Cur To. tghwlda 6 -'1 is-2•xix PFM RewRadrg� a ® p 0 +ir,-Yoh AorA • .���� i0 �'Pull Slot C.ice at -.. SI c .t'iJ: Two Piece �� Skid Resistant pro' 0� O © a 0 o- CO �������� Lid(Type N) Surface _ .Q �� TYPE SA INSTALLATION TYPE 6B INSTALLATION TYPE 9 INSTALLATION r SECTION C•C SECTION C-C SECTION C-C Compoeb Parent iie nMN Ewing Shoadcr PFinished Pavement Grade Cable Hooks HI Cable Hooks (4)Required / u (4)Requir- z1" / /mod canon ssom J 0) a Extend ase B bByroan^a air ' D, t s -� widar�a s Fxava vadedr5 P Ala Q ror _� n L_ _ Udt Paramnt Una ealde 2 c . ' III rova8sofhendhols.�- (I >SUDAS pIOWAIDO'T L�.103 Ravlina © v - IOWADOT a�"I,2,T-,T 1- 1 n+ O NA.. Moat-,a 1 .., _h+v arr.tlan 8-tryp. l� EOSIN Pavemem a N I. RPM 1010.103 AtNDMIDRUDRAN u- © 0 ( ° O, I e STANDARD ROAD PLAN':DR-303 p $ 1"t°3' = .--" ;.. moo".r.. SHEET a1 00 j . 0 S:bbeAe er.morr:air.,., .,.wA> anEErz ere ' , - 0 O 0' oe ".,.w.�a-me w.,er. U ff ' 2'-0"dia. r" e t'-Ir ±.. ..n $h..:�.h .».o.e`��.:�.'a.� 2 D W -�. �� Extend e"granular ,cr�r, TYPE 11 INSTALLATION TYPE 12 INSTALLATION TYPE 13 INSTALLATION TYPE 14 INSTALLATION „e,q 0 N J e., AZ". -;�i•F'• �-�.T,S-,1�„RM?� base 6'beyond SECTION BS SECTION D-D SECTION C-C SECTION C-C .. walls of hendhole. Woke. For New Yedawg unan For New metro Unit SUBDRAINS CC i R PRECAST CONCRETE HANDHOLE(TYPE I) PRECAST CONCRETE COMPOSITE HANDHOLE CONDUIT AND PRECAST HANDHOLES Diener ten Eataap Pavement TNdsr Men Ed.Mna Pavement (LONGITUDINAL) a 5 City File No. PS-3xx G DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.12 Z in See Detail C 1 See dowel assemblies for fabrication details. L J. -.--1" 08 Saw•CD'joint toa depth ofT/3t1/4";saw'C'joint toa ( a a c Joint Sealant Material 4 16"Saw Cut depth of T/4±1/4". m O U2 See Bar Size Table. A a°:Ee o:• °'O '"'C ,' 1 ±g Im nt,T represents the depth o-' °-��T °^• V 03 Locate'DW koird et a mid-panel location between future t 4" 8.-1 l g ",,��.,,I��,9�r..Ep P P . °.o^ 30"Long Tie Bar-/ -I 'C'or'CD'joints.Place no closer than 5 feet to a'C'or r 0 • r° r'!""C 0 at12"Centers 'CD'jdnL `-c:'=•" ' .1 ♦._ i.r ���„jjj B, 5 IOW 3 4 7 ; ®OT ♦ PLAIN JOINT ��� ® Place bars within the limits shown under dowel n� (Abutting Pavement Slabs) DAY'S WORK JOINT(Nort-working) assemblies. Saw Cu3'°' • O Edge with 1/8 inch tool for length of Joint.For HT joint, 45 0 7018 APR 17 pm 3• Pavement Edge remove header block and board when second slab Is BAR PLACEMENT •• . 49 See Detail A or B "Win• placed- Header Board '� (Applies 40 all joints unless otherwise detailed.) Crack or -laldic or Tarpaper Wrapped ® Unless otherwise specified,use'CD'transverse@ Joint Line ClFes- Z�J /'� a: °•O. '= '0:°921= contraction joints in mainline pavement when��is DETAIL A t 1 i (�� SIZE TABLE E:•o`:5:1 '$rc`:8e DT T greater or equal to8 inches.Use'C']dnts when SIs !f/� Clrls �•a'°•:o-•"• 'a_'"•°G•; 0 ''.� ® less than 8 Inches. (Saw cut formed by conventional concrete sawing equipment.) ,!,1 r f h•% C I i T:!�! t!APwel Tie Bar r s, 'I Ditrineler Size •C•® 2 I 07 •RT joint may be used in lieu of'DW joint at the end of <8" 4 #8 CONTRACTION JOINT 030"Long Tie Bar Header Block the days work.Remove any pavement damaged due to at 12"Centers 'HT 00 the drilling at no additional cost to the Contracting _., 1.10.5.-Saw Cut a 8"but 1 1•• Joint Sealant Matedal B 18 <10" 4 #10 HEADER JOINT Authority. Top of Cu. - Cut , (End Rigid Pavement) Top of Curt Bottom of Saw Cut j12" 4" \I T A 2 10" 1 2" #11 r Joint Sealard� See Detail A or B Pavement Edge ' Top of Slab, .L Material \ �- o. o�rf Top of Slab 1 1"t 1 r-Ses Detail C 1 4 4 1 min.••min rd^e -- a . ' NI p.•;'� Of oc;•g-o arc. o (�c.'•$,° O o,b•o.° T ° d c-c,c......'..•...." `i O .• • 0: Crack or " j,' 0 :o- °'a;$' :•°o- l® Joint Line 2IRC • 30"Long Tle Bares t 'C'JOINT I N CURB 018"Long Dowel-, 1" k j ° at 12"Centers (Match'CT',CD',or'C'Joint In pavement.) DETAIL B at 12"Centers Hole Diameter 8 J �•-18"Long Dowel (Saw cut formed by approved early concrete sawing equipment.) 'CD•0 40® Larger than Dowel at 12"Centers "DW-CO•®® DOWELED CONTRACTION JOINT •RD'00 DAY'S WORK JOINT ABUTTING PAVEMENT JOINT CURB AND GUTTER UNIT LEGEND 1"to 3" �-�"i "Saw Cut LEGEND Pavement Ed • r6,,� Meting Pavement _ Top of Pavement �2 4 Joint Sealant Mated= I,;o•;1 Existing Pavement — See Detail A or B min 15"min. PM,nOrt m Sealant 4"t "I '' I I Propoe.a Pavement A 0: z �1 t Saw Cut '�"�' mBil`c_3 •�=0 [�}SUDAS ®IOWADOT 7"E I*.n-n m •0 i 4" [�}SUMS QIOWADOT 1 inn-n °30"Lan Tie Bar�.v�"„ ft m PV-141 o at 12"Centers Hole Diameter 1" --24'•Long Tie Bar° BLUE 7410.t01 STO MROMPWI PV'1U1 SECTION A•A 0 NGUE 7010101 STAMOROMPUN F. 6 o Crack Or 5NEET a ma CT 4 Larger than lie Bar at 12"Centers. 't°8 (Detail at Edge of Pavement) k-„Nw.:.a"..a non pa.e.,e„«,,.�a,.L.a..,,�,. TIED CONTRACTION JOINT ET® .NSICti[R.YnEw49m.vg.em.iblg,M°n".YWtL'.Y°N. JointLine ABUTTING PAVEMENT JOINT /2,,,ya -1- fo''.7:`,." ,, A x DETAIL C „qy_ °.-a. "? 8,.,,-ry>_ RIGID TIE ° 9 "° ° N' TRANSVERSE CONTRACTION JOINTS o min TRANSVERSE CONTRACTION JOINTS r m m ® When tying into old pavement,0-represents the depth n See Detail C i® Bar supports may be necessary for fixed form paving to of sound PCC. z I ars ensure the bar remains in a horizontal position In the l�8 t 18"SOW Cut 19 °•"• B • See Detail E- plastic concrete. I 1©Sealant or cleaning not required. c -, :-8': TD 30"Long at — " ae ^„°.°c p°.• 12'Centers Q © Sawing or seeing of joint not required. a 13' 21" 1 ® The following joints are interchangeable,subject to the .Q 'I-II o O E PLAIN JOINT pouring sequence: T/3 t 1"- 0 13 (Abutting Pavement Slabs) �' #5 Bars at •BT-1','L-1',and'KT-1• 4 0 0 $ "K8.1• 12"Centers 'KT-2'and'L-2' °03,°,'o- ° o 2 [Single Reinforced Pavement(Bridge Approach)] 'Kr-3'and'L-3' ti°• a O,-•• Sgir.OT '"0, °o' m a ^ 49 _—V '-See Detail D-1.0-2,or D� 0 Crack or • Joint Line 0 at ET Jo _ �(, TIE BAR PLACEMENT B #5 Bar 30"Long at 12'Center °• - •°o••° (Applies to all joints unless otherwise detailed.) DETAIL D-1 N ABUTTING PAVEMENT JOINT•RIGID TIE r ,�rr ✓'-.�: T (Required specified ) #6 Bars at 12"Centers 1gsf�.•8. f� 0 R wired when in the contract documents. a See Detail E- Bars at 12"Centers •°` or'•I•°` °•°''"• m ® Joint Bars Bar Length and Spacing 21m � I @-T DETAIL E <8" ET-1' #4 36"Long at 30"Centers_ 2 .L, ui a 8" 'BT-2' #5 36"Long et 30"Center ISL_" CONTRACTION JOINT o 22'r i� KEYWAY DIMENSIONS s T #8 Bars at #5 Bars at 0Joint Bars Bar Length and Spacing 12"Centers 12"Centers <8" 'L-1' #4 _ 36"Long et 30"Centers Keyway Type Pavement Thickness T G (3) s 4 Dia.Hole for BT-3 l "K�' a 8" 'L-2' 36'Long et 30"Centers Standard 8"or greater 14" 2q' $ and BT 4 Joint [Double Reinforced Pavement(Bridge Approach)] 'L-3' 36"Long at 15"Centers 1"t 1"Sew Cut 1"to 5"Saw Cut Joint Sealant Material 1fi Joint Sealant Material -^7 8 18 Narrow Less than 8" 1" 2" 5"Dia.Hole for BT-5 G — I m Joint T , 3 9"mi.). 15"min. c c° °a e See Detail E- 0 ., ,GD 0 . q i •BT , ABUTTING PAVEMENT JOINT-RIGID TIE(Drilled) %i O T/3±4' " ' �° T/3t4°- a: Co ✓ �� .D O O • p G°O LEGEND LG C Joint Bars Bar Length and Spacing LEGEND io�° .QP ioc° °C °•, En.mgP.wment o — <8" 'BT-5' #4 24"Long et 30"Centers ,�., 1pL � 1,'.-6.-.1 EaaW Pavement — •G 0 •:G D I• Proposed Pavement Prvpcvetl Pavement m T. 'BT-3' 24"Long at 30"Centers ABUTTING PAVEMENT JOINT-KEYWAY TIECrack or c 2 8" 'BT-4' 24"Long at 15"Centers zr Joint Line •°• Joint Lire • aEv a,, J d r, r7 m '\J Joint Bars Bar Length and Spacing "E "'' DETAIL D-2 DETAIL D3 L1 SUDAS QIOWADOT T I rani-tT < r "1 roan-v o PV-1 U1 '� o <B" 'CT-1' #4 30"Long at 30"Centers SUMS ®IOWADOT c (Required when the Department of Transportation (Required when the Department of Transportation I j See Detail D-1,D-2,or D-3 PV-101 Is not the Contracting Autho or when Is the ContractingAuthority,or when NOE 7010.101 STANDARD ROAD RAN d 'o See Detail E �8" 'KT-2' 30"Long at 30"Center s eEr°de g p ) ) as.o...•mnm..m. GiEEr a a•a Pc ., RUM 7010.701 SWAM ROADPWI specified in the contract documents s cified to the contract documents ter-� . 'KT3' 30"Long at 15"Center EE,,.a,.P..,,a,,,,•n,"„�•,.",r„�,M,,..".a..,,, _ ~ as m "�`""''�! 0 c w .K. 0 LONGITUDINAL CONTRACTION JOINTS CC KEYED JOINT FOR ADJACENT SLABS LONGITUDINAL CONTRACTION JOINTS w) 0- G m (Where T Is 8"or more) S City File No. PS-3)o( Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.13 4 ��g)--- See Bar Size Table. re Use 18 inch long dowel bars with a tolerance of t 1/8 c.z,rc.c� ( Y I Joint See/ant CONTRACTION JOINTS inch.Ensure the centerlines of individual dowels are p` 6.1 () 2"Thru Curb-►-,-.c- -Top of Curb (See Detail F) — �Edge with 1/4 Inch tool for length of joint indicated if arallel to the other dowels in the assembly within t o.;01 c.'"� --Resilient farmed;edging not required when cut with diamond blade © i o-; •9,e 1"L---- Joint Filler Joint FillerIF' saw. t.. 1 .. i .- 9 Ise xtth a mr�n ttslle strength of 50 ksi. ---0 �o.e I- --- 13,0"t 2 for 14 0"Pavement 11,0"t�'for 12-0"Pavement- --! Q 1,f Top,0.o,C. i%//, 1 See Dowel Assemblies for fabrication details and 2� Details apply to both transverse contraction and DOWEL PLACEMENT of Slab - 11 placement limits.Coat the free end of dowel bar to (Applies to at joints unless otherwise detailed) /�i"' 1'Nominal SECTION B•B prevent bond with pavement.At intake locations,dowel ^h ` -�,-� sy, sM / s,.,� s -° �� - `r fF_3!` '2�1 "tt`,1 L"Zt� Q`7�) expansionjoints bars may be cast-in-place. " �'�p��l y � f-See Detail H JOINT N CURB 4J8 Predrill or preform holes in joint material for appropriate r v --1-a � _ J/ (j%}�'j' " tt..['� 1 _ � r_. r r r 7 - 00,306 inch diameter e. lie size�Fawn are the (View at Back of Curb) 2 Joint Sealant dowel size. yyire a„ E.J'Tie Wire..-� y� !y ( _ cC. (/\`/ 1 —Materl2l P ()SWe Rails) `' wire- minilmu�m/required. ! 1 14i 17 Compact tire bungs by spading with a square-nose Rft.; Amdrn i eter wire,welded or friction ( !!!! <q)-IFlexible FoamJoint ehoveL € u �V�idth See ...--. 1...... T of 0urb-'1 , Joint Flier 8 Tinnimmi� Filler � r L table below) 'CP JOINT 5'J To• cv n Measur from • art' cu dowel bar to bottom of Stab AL.c•-c.;••l'' DOWELED EXPANSION JOINTS of lower side rail+1/4 inch. TYPE WIDTH ' C o a b,_z,, DETAIL F TYPE WIDTH FILLER MATERIAL 16 i'M c uo•L.� Per lane width,install a minimum of 8 anchor pins CF-1 2" •- - 1^ evenlyspaced(4 per -�! 2"Nominal ED 1" Resilient(Detail F) Spaces between dowel bars are nomin dimensions wi61 a allowable tolerance. side),to prevent movement of CF-2 22" I EE 2" Flexible Foam Detail F 4 assembly during construction.Anchor assemblies ( ) ,,,, placed on pavement or PCC base with devices CF-3 3" 'EE' 31.. 12" 1e 12" 12" 12 12" 12" 12" 12" 12" 12" 12" 12" approved by the Engineer. ,, • I EF 31" Flexible Foam(Detail G) j-----(- -j-' -(- •••i r --- 't t. -(, -(- •1-----I CF-4 31" (View at Back of Curb) �i„ (� 2 Joint Sealant Material C: If dowel basket assembles are required for curbed 4 - pavements the assembly length Is based on the Jointing layout See PV-101,sheet 8. 0 00 0 %�� 1"plywood or BAR SIZE TABLE Side Rail- ELEYATION® Top of Curb 1"Thru Curb ";o•• pressed wood 0 Ensure dowel backer assembly centerline is within 2 See Detail FA Resilient Top of Slabs • Curb '9c` �� spacer required v <8" 2 810"t 10" inches of the intended joint location longitudinally and Joint Filler has no more than 1/4 Inch horizontal skew from end _ Resilient for'EF'jofrt. Dowel 3„ 11„ 11" Top of Contraction Joint end Assemblyof basket to end of basket. o,-. Joint Filler DETAIL G Flexible Foam Diameter 4 4 2 Pavement v;'cy. Match Joint-- in _ Joint Filler 16 t•° - �- Slab --''-1'Nominal B LEGEND 1"EXPANSION JOINT 'ES b•o^j Edging pmmaX JOINT IN CURB 1•, Proposed Pavement T ® -- •n 1 Joint Sealant Material i I - \ (View at Back of Curb) z - c / ® c - 1" a A Tie Wires�, �' DOWEL HEIGHT AND DIAMETER o" ( r7�� F ao„ m ® SUDAS GOIOWADOT . I ro-77 n Detail F or Detail G Joint Filler Matelot 16 V MIDAS �N3WADOT ' I to-tr-+r o Leg - r ' Il 15'ttjin. (T) Diameter 3 (See Doweled Expansion (See Doweled Expansion o o I -Antlhar Pins ' 6 t PV-101 • PV-101 Boil rwT2" sl" Iwlta7alaln srunAm WAD lttltN CI Joints Table) Joints Table) c , ptl,pl ftWDARDROAD pWI o 2 2 s77�rrsas _ O c ' '��j srcEEr nos Sides ,c„san rmr,i.,"Mai e..7"anr,m edialkr....r. m di r- 17 ii7b"'«""""O1y1"°" LONGITUDINAL SECTION trio al- 4' 1 - m O18"Long Dowel -4 t+wdth 7 DETAIL H �"—Tire Buffingss A S,ky�,`gip, m ""4` 8^„t0. LI at 12"Centers' (See Doweled Expansion Joints Table) r" 18 19 20) 10'10112� 4" 12" DOWEL ASSEMBLIES 12"to 13" �^ i JOINTS �� 1• 'ED','EE',`EF' J JOINTS O 4 2 0 DOWELED EXPANSION JOINT EXPANSION m m i18 Use 18 inch long dowel bars with a tolerance oft 1/8 EXPANSION JOINTS t8 Use 18 inch long dowel bars with a t i/8 Inch.Ensure the centerlines of Individual dowels are V inch.Ensure the centerlines of individual dowels are parallel to the other dowels in the assembly within t 1/8 a 1 i ! parallel to the other dowels in the assembly within t inch. r 13`-0"t Z"for 14'-0"Pavement 11'-0"t "for 12'-0"Pavement 1/8 inch. x' "rapt o .0 ( .- - 0 -- - -N ,1(� Use wires with a minimum tensile strength of 50 ksi. TeJtir Tie WKe --s-Retainer Rails _ Tie Wife r f C4I Use wires with a g 21 _ ....T yy -� �, �� P.._. 'sly `--� �y.= _.,;`sC� ` _.». 2 ® DetaNs an o both tnimum tensile siren th of 50 ksi. / 12"min. rs� Details aPPly to both transverse contraclron and (2 ,, 2 u�r 21�_ s.1 2 j �� '� h/� A, expansion joints. E --.it--;-, „.� „ _,,,--_ _.. _-.� Q WeW ettemalety ro 9h cen4action and �\ /� _ Anchor Pin �� Diameter of bend around dowel is dowel dcameler+1/8 4 $ r r r rf r - A1/0 Gauge Wire to 3/16 inches. m // ( , f ® 0.306 itch diameter wire.Wire sizes shown are the (0.306'diameter) M PLAN `Bide liails-� - minimum required. OPTIONAL LEG SHAPES ANCHOR PIN 0For uniform lane widths 3'-6'.For taper and variable a width pavements:3'-17. " Spaces between dowel bars are nominal dimensions with a 1"allowable tolerance. ® Maximum 0.177 inch diameter wire,welded or friction fd to upper side rail,both sides. ,ha f 4 Back of Curb—(- g 12 12 12" 12" 12" 12"I 12" I 12" 12' 12" 12" 12" 12" n .. --- . i _- ® Measured from the centerline of dowel bar to bottom ` j -I�--- ) r..�.�.��t�— —._h.•- l Y I. �r��1"- of lower side rail+1/4 inch. L Itudinel Joint E'er of Pavement Centerline Joint Gutterlirie Joint -4.2:41 r" 5r /'�i ® Per lane width,install a minimum of 8 anchor pica Top of Pavement 6•• Ps' ogcy"-_ Retainer Rails evenly spaced(4 per side),to prevent movement of II v, Side Rails I assembly during construction.Anchor assemblies ELEVATION 13 placed on pavement or PCC base with devices II •— it E.., -�- w et approved by the Engineer. �� .� C ®� Retainer Rail Expansion Joint and Assembly 'g Top of ® If dowel basket assemblies are required for curbed 6"---1 4 Pavement- -.j I• pavements,the assembly length is based on the a jointing layout.See PV-101,sheet 8. PLACEMENT LIMITS PLACEMENT LIMITS �� ill (Rural Section) (Curb and Gutter-Gutterline Jointing) m ®I ® Clip and remove center portion of tie during field s Approved .", assembly, = T DOWEL HEIGHT AND DIAMETER a Exppaansion A" t` 1/4 inch diameter wire. Brack of Cab Tu4e Q (�fG(2y Diameter �I ® Ensure dowel basket assembly centerline is within 21/4 a 1f3 Pant p•--a '§"chin. T"to T2" " q" inches of the intended joint location longitudinally andI Longitudinal Joint Botht`;, ii_eg_ AnchorF'in— 6 8"to gl" 41" 11• has no more than 1/4 inch horizontal skew from end o — Skies 2 4 4 of basket to end of basket. T 10"to 111" �" 11' a7 ,x, 0 D+ 4"Max. D i _ SiJ -n SECTION THRU EXPANSION JOINT JOINT OPENING AND 2 4 2 e a n� o EXPANSION TUBE EXTENSION 12"to 13" 6q" 1, ca SUDAS eIOWADOT m -----t. ■ Fes- : I+o-tr n rn W WOWS elOWADOT r 17o-v-v F¢- .c ill i.. I. 2'.0^ p W t o Joint Type ® Minimum PV-11)1 -" Tube Length sr WORM PV-101 0 AGUE 7D0.101 5INIDAJDlOAOPIAN raIEarsas 0 rft "ED" 1" 6" �h�r's _ BEND AROUND DOWEL PLACEMENT LIMITS ".„�vn,,,.M,"..vm",pc,„ m "EE" 2' T' ca: >r�.c�,"x�.,.on.�,-.�.n„.,...�"ve, a (Curb and Gutter-1/4 or l/3 Point Jointing) ..yA d�u.o,v >R".J.tA W m 6 2vRAt��-a- Jtimk �7.+ezA m z,�...,,..-......., -7 m "EP' ^ 18 i� "'"`0 m C400 .,.",..,.� O g , DOWEL ASSEMBLIES DOWEL ASSEMBLIES JOINTS CC O JOINTS OmCL wW s City File No. PS-3xx Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.14 { Alternate designs may be submitted to Ma Engineer for Lghnng comets rorctlt of single conductor phase Ines with TWIFRC be gmtad wins in f nattgmous underground duriv. (/�NnrMlmSLoc050n® Rendition _y lACdteaidethe trenchesofaIg1Ngoundangp,tlmUlb f --( — © roar outside line of :,cpight gobbmdaMrs,slept a ———\ I—Kennel Trgrdlecatm roedwat rt'rsssY�PCcxs]b Canecfim POFlh OroURr �"" -- deb to Pr%1Ptav araPPwadq Ve �p FGrtlhole c•Poke The EngineerDoe may rgea access variation from mhinvn scil for ft c.e ��.•` roadway eomagA spew b connection Pointe,sal Oral.- ——— ——•_ - 1NITTIC rotdMro,e'mhos special mm depth root vi - -n•C a p C y area aaaod,a minim.a,mPd,dope o12 imt Is natured. ...-Th 10udray Vro.AN eaaahGae --mw4dn lae 0 - �- fin{ r}+� I 7 PM 3 —� Dude UMW arrwa.am sitar •p It'•• 1018 A! " Q s - sinew roes are TT APR 41 sheet Loolike ...................__ .__ Fa•.:. as oasi0Yk Remo LI-141foradderun&taDung 11 _ - Rae,se6M Madam Us ,• dr0itddwak.Raab LL141 braddilonal delaik Nand Trenob.00Alon TORoo6aO' umr-1mn,edprs ter ell load 4tubphase Ines end use1. - LL CITY TYPICAL LAYOIfiS OI 9.of.'••.a yi Yd wraedonaell rawttbra tt tapn.unkss aPenliedaTnzk -'-Tynt•1 cvre R44 ( ' t CLERK O L=C' "7,-ctlnw'aa Wtenits '" iiniosp gsrrd U CONNECTIONS TO FOUNDATIONS OeI'a1f, we of contrletlor aensibPIlie�or molded splices_ the Diet A CITY Disc... ,Tam Mra sp /•1 �� ! f � j' 'yII / 7 ?art Rim Una o44J Provide vac volt ruses as speeM1-tl,5 amperes for each Type s ;,1 I�I Tyrsa�sNLt-+,at Seal all tntsed connector openings against entry of moistest •� �-Se 1 , QatWt-• ky ld„d Gutl tPa.r To Burehrol Fromm •y :cqui,s=n as directed by Vie FJgineer. 1 I1saO .�cPgitM RerFir41/ I Fi bundentort TYPICAL LAVOUrs QQ `4 10 000a=Aerate aces duct ter east eunaxtbn to Fdc 1 the a separate areas duct a each connection to pole -TyTC:el cr..:anF� CONNECTIONS TO FOUNDATIONS 5 0110Nh Q Rarerb NEC requirements for trench depth To bolted 410AN _M_INL Q Refer NEC requtenertb for trench depth. 0 Ilatdole may be dam behind Dole Meet the � � equfArtlde 252303, of the Standard •tb./0 At'lG/�C Gbk 7T/J'Fl0 TyzLt �� �' camdas oausdtee Foundation Lets Padshdt 11rM1 goat Del ... as^etman U J ,a 4.•e o. T1Qud moat Hod No.10 AWE) NC math-- T..•p q EL PLAN VIEW 1• . rs ctq O �0 : -_ WO Ds Aaaes e• 1 nas.l'w' +soe^rc4 t'kasMNX Duct Ori.0 4 �,e Lyryfl;�i'T\\i-i;l p j .. .,..:. 0. e 0 C;o / -t Tear-1 Fuafddom ••o� e o•cn�0.0 e� Wd t avl as-z,-,s Far4atat—�e Der'•A°?e'o .v. t` GIOWADOTIN I os sa.� �IOWADOT , i�2,_„ LI.142 , "°ra%` LL142 STANDARD ROAD PLAN �� Cana ° \ STANDARD ROAD PLAN OARING DIAGRAM ncsasrns tasty SHEET 102 -Grand Nod `...._Tineah Orme W4 are mtsntnurr,n 91-Eai2 az -.—.Diann,Rod o.w�ur�wnw,tswtnua cavo pact. ssa aaawst� .seam ..._ .c.,. a-s....`. tri PLAN MEW B.nio :r.A WRING DIAGRAM "g TRANSFORMER BASE ELECTRICAL INSTALLATION ELECTRICAL INSTALLATION (BASES) SLIP BASE (BASES) T a Z. -414-.. t2'--._-« Forjoint details,see P_V-101. 2 r F. .. 4--_ r Slope as Slope as a FORM 6" Slope I FORM I 6" •�\�• per plans FORM 4^ �� pe�plans , \ if at i ---- GRADE - - y U —Curb and Gutter GRADE ; -"-= --- GRADE f z R _ `2"12�'---—._ g ELEV.F V ELEV. ELEV. 7 6"Standard Curb,6'Sb Sloped Crrb,or 4' ®If proposed pavement is PCC,match a /; -._._._ O Sloped Curb as specified font spacing for proposed pavement. lace'E'Iolnts in taro and utter R Sa_/ section where expansion joints are to -- 20, }"if Proposed Pavement Is HMA.No be placed in proposed pavement a elevation difference if Proposed 2 6"STANDARD CURB 6-SLOPED CURB 4"SLOPED CURB Pavement is PCC. ®'BT,'Kr,or'L'joint If Proposed Proposed Pavement o Pavement is PCC.'B'Joint if Proposed o /Back of Curb �-71"-•- Pavement is HMA. Zr- '(m )��_ \ utterlina -specified— Ztor 247(or as specified) �t peep a j Slope as .-,.. Slope as C) y --�_. FORM per plans FORM per plans ( ' `la' I-!-- GRADE I• --- ---- GRADE = ? ® y !'_ _._Curb and Gutter ! ELEV. 1 ELEV. Lovelj Van 3 Line Pa'renl-II ...----15'Normal® J JOINTING DIAGRAM FOR Ya DROP CURB -- ----- CURB AND GUTTER UNIT n AT SIDEWALK -t DRIVEWAY DROP CURB CURB AND GUTTER UNIT 0 Y 5.0Ir.ns+tia'T ._ l ! 5i dard 1t' a` l E a iat to R1�4_ I _73.-,-See OetaA A 6^ 1, �----- I CURB TRANSITION G) 1-1"R- t R A CURB RUNOUT FOR ALL CURBS FROM 6"STANDARD O 6-SLOPED err J z m e ro :•SUBS QIOtWADOT, 4 e 1 loaa,s Q k \ SUDAS QIOWADOT 4 I10,a,e o A" SI4P n N' p`,rI L1J o t8" FytV „ 6 'M1f1 - 5 tion_SloPed KM RI1.N7 STANDAE5WDRAN fY-IQ2 Q N O 1 •a�o2 W S jeans'._ ...•) 6 -----1 I &MET2 otz °c' c ROM7tN0.1e2 STANDMDIOADRAN r --- Stand ,_ .a••-meaeaaa ,+a. ch. ,aew,atr , N _._. 9EET/d2 n m BEAM CURB' "35r:rws.°"ra.w.,d..msa�ea�,. m ��_1 r ! •r + aD:,,� .:J id+.:ha..,�..`�... _ -V _ `For short replacement sections, -;py�T, ;t• ,,,,- .eA.1t<ti 1.-i q ^q J Teo m match existing curb profile DETAIL A .m^.�n '' as N O O O PCC CURB DETAILS CURB TRANSITION CURB TRANSMON PCC CURB DETAILS CC FROM 6'SLOPED TO 4'SLOPED FROM 6'STANDARD TO 4'SLOPED d � N G s City File No. PS-3xx Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.15 N Lane layouts shown are typical. • DOUBLE DOTTED LINE(Yelow) DOTTED LINE(White) CENTERLINE(Yellow) BROKEN LANE LINE(White) SOLID LANE LINE(White) DOTTED LINE(Yellow) ® ( ) Centerlines end lane lines maybe painted either aide of centerline. Drawings on sheets 1 and 2 are oriented to CL _f_ Joint_i_ 4 Lane Width 4" q• represent direction of traffic moving from left • IcmMuz .--{ Line - _}- ' Joint ,} tonight rMAI (Joint) rIMIrsm ti M� -t to' L 30'—.1 —F —1 ta' (---30'----I Lure T awns aaeuae r 1M 3: 49 iltNO PASSING ZONE LINE(Yellow) DOUBLE CENTERLINE(Yellow) CI-ANNELIZING UNE(Yellow) 4 CHANNELIZING UNE(White) •LANE DROP -)CITY CLERK "'d 8 4" ,. i— T�� r sa . -,x ;(Jofnt)- 10' I---30._, I } .r. - EDGE LINE RIGHT(White) EDGE LINE LEFT(Yellow) 4111t1,STOP LINE(White) .YIELD LINE(White) .-. _:-... — Edgeof / i aEement.. 11'•9" Pavement— 11'-9" 4. Possible Contract Item: . (Joint) —�— Pavement Marking Line Items - - - - Possible Tabulation: 108-22 AttRAMP EDGE LINE RIGHT{Write) �RAMP EDGE LINE LEFT(Yellow) «t",t,CROSSWALK BAR(Ms) ()CROSSWALK UNE(White) \Iowa Department ""'°13X p) Nl Iowa � , t a-tbta 1 ceps 1 I�t0.13 PM-110 teat' �of Transportation PM-110 i STANDARD ROAD PLAN m:E' ", � STANDARD ROAD PLAN ,i Edge of Edgc of , _,,,.,..-,may;l..�y...o.--..., S^ j Ramp Width T _ f-a°"^"" . -.. f-)m.w.5 5S p Pavement Ramp Width I: Pavement q- ., �.w>b- 3 I IIIIIII LINE TYPES LINE TYPES 3 SPW4 SLOPED CURE 4"(White) SLOPED CURB 6"(White) O STANDARD CURB 6"(White) Z o. --Paint ____—\ Paint! --,, Paint®�y paint from back of curb to gutter E �— t Gutter Line Gutter Line I Gutter Line a r SLOPED CURB 4"(Yellow) SLOPED CURB 6"(Yellow) I STANDARD CURB 6"(Yellow) m Paint ,.-4 Paint 1 _� Paint() 1 o_ I E Gutter Line Gutter Line I Gutter Line ! ` MEDIAN NOSE(Yellow) v i I m s" 1 2 if 4 - J 4,bwa Department r rt.I ci.to-r3 Q of Transportation STANDARD ROAD PLAN PM-110 0 -' Q 28 LINE TYPES CC CC 1 City File No. PS-3xx E DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018 PROJECT- US HWY 1 (BURLINGTON STREET/GOVERNOR STREET) SHEET NO. B.16 illt.STRAIGHT ARROW(White) TA RIGHT TURN ARROW(Mite) LTA W LEFT TURN ARROW(White) Layouts shown are for typical installations. WHEELCHAIR PARKING Drawings are oriented to represent direction of traffic moving from left to right BLSN. BIKE LANE SYMBOL(White) WHEELCHAIR SYMBOL(White) SYMBOL(Blue) a placed across one la } I use the ' Center markings within the lane. - i or dimensions shown.nWhen placed 1 _---_ , i All dimensions shown are nominal.For - fines,use the larger 3'-a" 0-0" proper proportion details,see current I sons shown. 6..0.. d0 6'-6' 24' MUTCD Standard Highway Signs and 4 _ Markings booklet Pavement ward,symbol,and arrow r-, ___ ;- ___._,., F-s-T-0`-.- 26"" markings are to be proportionally scaled to COMBINED STRAIGHT AND COMBINED STRAIGHT AND 0 fit within the width of the facility upon which , CSRV CSLW j�$;R1♦AND LEFT TURN STRAIGHT, (White) they are applied. Tt )C ERK RIGHT TURN ARROW(White) LEFT TURN ARROW(White) AND LEFT TURN ARROW(White) SCLVJ SCHOOL WORD MARKING ♦ XING WORD MARKING(White) STPVti STOP WORD I}A$ (NnRe`lr`L.�'(t1 Except for the SCHOOL word rt,arking,all (White) t�1 1-- ----- 12'-9"'-----► ;-.-r.-0 -..- i markings are to be no more than one lane . 1 In width. _--.1 t ClTY, s t 3'A" i ._ 7---1 ,t I. .... 11.0" 9'3"or i9•.q^ : ®Add template for Right Tum Mow 8' 3--." ---------12-9"-►; (RTAW)to Left Turn Arrow(LTAW)or I--.-6,0"-+-I Combined Straight and Left Turn Arrow T 12' (CSLW)to create new templates. T . .---I--- ` 1 COMBINED RIGHT AND LEFT O FREEWAY,EXPRESSWAY LEFT LANE TURN ARROW(White) FER AND RAMP ARROW(White) LLRW REDUCTION ARROW(White) '.`4HD,>AHEAD WORD MARKING(White) ONLY WORD MARKING(White) XIT EXIT WORD MARKING CrYhi;el t.- {JIJ1�� I f - , 11.0" `�J Possible Contract Item: • 10'-8" 5'-9' 6'-0.. g•0" ( - _.I ( 1 - / Pavement Marking Symbol and { .__ Legend Items t 23'.6" ►I ` 14-10`�.- _..,t t 1 � • 1 :. Possible Tabulation: ..::I" I-.--8'-G"._.r...1I }.,__. 0•..._.,. RLR'N RIGHT LANE RAILF.OAQ CROSSING SYMBOL REDUCTION ARROW(White) (Write; IQIOWADOT ' I0i-"-'s BIKE WORD MARKING(White) LAN' LANE WORD MARKING(White) .E' PM•111 `' GIOWADOT 101-"^' " 4 ,_;)• L..- STANDARD ROAD PLAN s„E�„a, PM-111 I �. -U _ • �. >d�.,a. •a STANDARD ROAD PLAN SHEET i { t.ane .�.......,.mryaaba..ma.•..,..o..n '‘_,-.I w,cti, 3'`1" 6..7.. .7 t ^tl', .,... CI «,...'..T;,"..,r-i. 32" 32 emu ar..,.o 20' �-- ...."..:o..� w< t s'-0.: T _I I t 1'-T SYMBOLS AND LEGENDS SYMBOLS AND LEGENDS J r•- 24,0'—.� .i•- 20,-0"- --1.-1•'._- t F-u'•__—_�., '-.—44"—4.-1 ' a Z `o E E 0 E a2. cid r. ch a 0 z C .i v S 0 o J I- L C W 0 0 .. LU a 0 n- City File No. PS-3xx s 6 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. B.17 DIVISION 1: CITY OF IOWA CITY -MYRTLE DIVISION 2: DOT-MYRTLE DIVISION 1:CITY OF IOWA CITY FUNDED ITEMS ESTIMATED PROJECT QUANTITIES DIVISION 3: DOT-US HWY 6(RIVERSIDE DR) DIVISION 1 INCLUDES CITY OF IOWA CITY RESPONSIBLE WORK ASSOCIATED WITH DIVISION 4: DOT-USHWYI(BURLINGTON ST) MYRTLE INTERSECTION IMPROVEMENT PROJECT-IDOT CS-TSF-3715(657)--85-52. DIVISION 5: CITY-US HWY 6(RIVERSIDE DR) QUART ITES QUANTITIES THIS PROJECT PLAN SET WAS DEVELOPED BY FOTH INFRASTRUCTURE AND IS ATTACHED REM ITEM ESTIMATED AS A SEPARATE PLAT Ii SHE ti.JANTITIES AND UNITS INCLUDED IN THE FOTH O ITEM CODE ITEM UNIT N R t _ (L�.( DIV1-IC DIV2-DOT DIV3-DOT D4-DOT DM TOTAL DR/1 N 1-IC DIV2-DOT DIV3-DOT(US D4-DOT DIV5-CITY(US TOTAL PLANS ARE ALSO IN OR AT THE RIVERSIDE DRIVE RESURFACING PROJECT MYRTLE MYRTLE (HWY6) {HWY 1) (HWY6) QUANTITIES MYRTLE MYRTLE HWY 6) (HWY1) HWY6) QUART ITES NHSN-6-7(89)--2R-5. 1 2102-3425371 SP EC AL BACKFLL.PATCHREPA:R - Cy - - 1,857.80 1,557.80 2 2101-0950001 CLEARING AND GRUBBING LS 100 1.00 3 2102-2710070 EXCAVATOR,CL 10,ROWY-BORROW CY .5.7.00' 00700 - LOCATION 2018 APR I� s 4 2015-9425005 TOPSOIL,FURNISH AND SPREAD CY 100.00 100.00 _ 5 2105-9425015 TOPSOL,STRIP,SALVAGE AND SPREAD CY 18300 183,00 • US HWY 6/MYRTLE D I E I S �I 6 2115-0100000 MODIFED SUBBASE CY 488.80 48820 n j 7 2212-5075001 CLEAN,PREPARATION T 0.08 0.14 7.41 2541 - DIVISION2:10\tilIF � 8 2212ti'075001 HtlA SURF PATCH TON 335.41 335.41 9 2213-6745500 RUS OF CUPS LF 40.00 1.1517`5 1,231.75. - DIVISION 1 IN �'T RISIBLE WORK ASSOCIATED WITH THE MYRTLE 10 2214-5145150 PAVT,SCARFICATON SY 914.00 3701.00 18.154.40 ST779.Al 11 2331-1003090 STDlS-FFCCPAI✓T.OM-CCL3,9' SY 1,395.00 1,095.00 - INTERSECTIONIMPROVEMENTP O'JFC IDOTCS-TSF-3715(657)--85-52. THE 12 2301-6911722 PORTLAND CEMENT CONCRETE SAMPLES LS 0.23 0.03 0.02 0.51 all 1.00 MYRTLE INTERSECTION IMPROVEMENT PROJECT PLAN SET WAS DEVELOPED BY FOTH 13 23014255553 MEDIAN.DOWELLED PCC.9.5 SY 10300 173.00 INFRASTRUCTURE AS IS ATTACHED AS A SEPARATE PLAN SET. THE PLAN QUANTITIES 14 230143255550 ORNEWAYSLRFACEPREPARATION SY 21.00 0200 7300 15 2303-0001000 HMAWEDGEIEVELSTRENGTH TON 187550 1.573.05 AND UNITS INCLUDED IN THE FOTH PLANS ARE ALSO INCORPORATED INTO THE 16 2303-0002380 H MA NTERLAYER BASE,3'9' TCN 53.00 229.00 3,34E09 3528.09 17 2303-1951500 HMA VT BASE,12' TON 5E1.89 881.89 RIVERSIDE DRIVE RESURFACING PROJECT NHSN-6-7(89)--2R-5 PLAN SET. 18 2303-1353503 HIAA VT SURF,1i2,FRC L-3 TON 107.40 484.20 5,708.28 7,279.85 19 23031259295 ASPH BINDER PG 58-29V TON 910- 4230- 54259 52399 -20 03-1259345 ASPH BINDER PG 59-34E TON 203 77 200.7 WORK INCLUDES PAVEMENT MILLING AND OVERLAY,PATCHING FOR STREET REPAIRS, 23 21 233-6911000 HIM PAVTSAMPLE LS 0.M 0.03 002 0.51 0.11 1.30 55%COST SHARE WITH ADA CURB RAMP RELATED REPAIRS SUCH AS SIDEWALK,ADA 22 -2401-6753001 REMOVALS.AS PER PLAN Ls 1.00 7.00 TILES,AND CURB REPAIR REQUIRED WITH ADA CURB RAMP IMPROVEMENTS. 23 2418-0100019 APRONS,CONCRETE,18 IN.DIA. EA 1.00 1.00 24 2431-0000100 MODULAR BLOCK RETANING WALL SF 53.00 53.00 25 2435-0250704 INTAKE,SW-507,TOP AND THROAT ONLY EA 23.00 2300 LOCATION 26 2435-0250714 INTAKE.SW-S07 MODIFIED,TOP AND THROAT ONLY EA 1.00 1.00 27 2435,0250904 INTAKE,SW-5C8,TOP AND THROAT ONLY EA 200 200 • US HWY 6/MYRTLE DRIVE INTERSECTION 28 2435 0253900 INTAKE,SW-533 E4 1.00 1.90 29 2435-0250904 INTAKE.SW-500.TOP AND THROAT ONLY EA 1.00 300 4.00 _ DIVISION 3:IOWA DOT FUNDED ITEMS 30 2435-0251004 INTAKE.SW-510,TOP AND THROAT 31 2435-0254100 INTAKE,SW-541 EA - 1.00 ?w DIVISION 3 INCLUDES IOWA DOT RESPONSIBLE WORK ON US HWY 6 PROJECT 32 2435-0254200 INTAKE EXTENSION UNIT,SW-542 E4 1.00 1.00 33 2435-0254500 LNTAKE.SW-545 EA - - - 4.00 400 NHSN-6-7(89)--2R-5 PLAN SET. WORK INCLUDES PAVEMENT MILLING AND OVERLAY, 34 24350254514 INTAKE,SW-545 MODIFIED,TOP AND THROAT ONLY EA 300 300 PATCHING FOR STREET REPAIRS,AND 55%COST SHARE WITH SIDEWALK,ADA TILES, 35 2435-0500010 MANHOLE ADJUSTMENT-MINOR EA 500 500 11.00 - AND CURB REPAIR REQUIRED WITH ADA CURB RAMP IMPROVEMENTS. 36 2435-0600223 MANHOLE ADJUSTMENT,MAJOR EA _ 31.00 31.00 37 2435-3600110 INTAKE ADJUSTMENT,MINOR-THROAT RECONSTRUCTION ONLY- EA 10.00 10.00 38 2502-9213236 SUBDRAIN.LONGITUDINAL SIN.DIA. LF 859.00 140.00 9900 LOCATION 39 2502A999305 SUB DRAIN CL NOET. T,OIN,R-303 EA 3.00 1.00 40_ - - • US HWY 6(RIVERSIDE DRIVE)FROM CORALVILLE/IOWA CITY CITY LIMIT LINE TO d0 2599-9999905 SUBDRAIN CLEP.NOUT,61N,TYPE Al EA 3.00 1.00 4.00 41 2503-3114219 STORM SWRG-MAIN,TREKICHED,RCP 20020,(CLASSIII).19N. LF - 32300 32300 - STURGIS CORNER DRIVE 42 2503-0200341 STORM SEWER ABANDON VENT,FLL AND PLUG,LESS HAN 361N C LF 247.00_ 247.00 43 2505-4309120 RMV1.OF STEEL BEAM GOAL LF 85.00 88.00 44 25054009300 STEEL BEAMG'RAL LF Z.00 25.00 DIVISION 4:IOWA DOT FUNDED ITEMS 45 2505-4021020 STEEL BEAM G'RAL END ANCHOR,V:-6EAM Ea 1.00 1.00 46 2505-4021720 STEEL BEAM G'RALTGNT END TERM,BA-235 EA 1.00 1.00 DIVISION 3 INCLUDES IOWA DOT WORK ASSOCIATED WITH A PATCHING PLAN SET FOR 47 2507-6900061 REVETMENT,CLASS E TON 50.00 50.00' _ US HWY 1 AND DEVELOPED BY THE IOWA DOT AND ATTACHED AS SEPARATE PLAN SET . 48 2510-6745033 REMOVAL OF PAVEMENT SY e2e10 8215t0 - AND REFERENCED AS MP-1-6(717)86--76-52. THE PLAN QUANTITIES AND UNITS 49 2510-6745351 RMVL OF PAVT,MEDIAN SY 1,40900 1.409.00 50 2513-6745900 RMVL OF SIDEWALK SY 103.80 18450 151.20 4390 INCLUDED IN MP-1-6(717)86--76-52 ARE ALSO INCORPORATED INTO THE RIVERSIDE 51 2510E750533 RAT.'-OF INTAKEUTLITY ACCESS EA 200 200 400 52 2511-7526004 SIDEWALK PCC,4' SY 1E8.10 158.10 DRIVE RESURFACING PROJECT NHSN-6-7(89)--2R-5. w 53 2511-7526 X6 SIDEWALK PCC,6' SY _ 5480 197.45 181.55. 475.E0 p 54 2511-752,3101 DETECTABLE WARNING.CAST IRON.BRICK RED SF 7200 78.10 63.90 214.00 LOCATION ✓ 55 2512-1725206 CURB-GUTTER,FCC.2.5 LF 157.00 205.15 1,181.7'. 1.52390 z 56 2515-2475036 DRIVEWAY,PCC,V SY 12200 - 12203 • US HWY 1 FROM IOWA AVENUE TO VAN BUREN STREET 57 2515-6745600 RMVL OF PAVED ORNEWAY SY 28430 2E430 N 58 2518-6910000 SAFETY CLOSURE EA 200 200 DIVISION 5:CITY OF IOWA CITY FUNDED ITEMS E 59 29230000203 ELECTRICAL CIRCU RS LF 425.00 32500 750.00 60 2523-0000305 RV). Ea zoo zoo DIVISION 3 INCLUDES CITY OF IOWA CITY RESPONSIBLE WORK ON US HWY 6 PROJECT - 61 2523-0000310 HANDHOLE EA 1.00 ao0 400 1.00 1.00 62 2523-0300400 CONTROL CABINET EA NHSN-6-7(89)--2R-5 PLAN SET. WORK INCLUDES UTILITY REPAIRS AND ADJUSTMENTS 63 2523-6765009 RMV.REINSTALL LIGHTPOLE++LUMMAIRE EA 2005 ZOO (STORM,SANITARY,SUBDRAIN,TRAFFIC SIGNAL,WATER),CURB AND GUTTER REPAIRS, 64 2524-6755010 REMOVE AND RENSTALLSIGNAS PER PLAN EA 4.00 40 AND 45%COST SHARE WITH ADA CURB RAMP RELATED REPAIRS SUCH AS SIDEWALK, 65 2524-6765110 REMOVAL OF TYPE A SIGNS EA 500 5.00 66 2524-926531a POST,STEEL I.751NX1.75IN SQUARE STEEL TUBE POST EA 500 800 ADA TILES,AND CURB REPAIR REQUIRED WITH ADA CURB RAMP IMPROVEMENTS. 0 67 2524-9276321 PERFORATEDSOUARE STEEL TUBEPOSTANCHOR EA 400 4.00 - 68 2524-9276024 PERFORATED SOL'ATE STEEL TUBE POST ANCHOR BREAK-AWAY EA 200 200'� 69 2524 - 9325001 TYPE A SIGN,SHEET ALUM SF 18.75 1875 LOCATION 70 2525-0300100 TRAFFCSIGNALSATON LS 1.00 1.00 • US HWY 6(RIVERSIDE DRIVE)FROM CORALVILLE/IOWA CITY CITY LIMIT LINE TO 3 71 2526,3295300 CONSTRUCTION SURVEY LS 0.24. 0.02. 0.02 a51 0.11 1.00 - STURGIS CORNER DRIVE 72 2527-9263139 PAINTED PA✓T MARK WATERBORNESOLVENT STA 127.23 371.52 498.82 El 73 2527-9263137 PAINTED SYM BOL.LEGE ND,'WATERS 0RNESOLVNT EA 5.00 3500 41.00 74 2527-9263190 PA`✓T MARK RMT:D STA 13.40 _ 13.40 75 2529RAIL,400049 TEMPORARY BARRIER RA ,CONCRETE LF 44.00 44.00 76 2529-9445113 TRAFFIC CONTROL LS 0.23 0.03 0.02 0,51 0.11-Fe- 1.00 77 2529-9445113 FLAGG ER DAY 1.00 140.00 141.00_ 78 2529-9290053 PORTABLE DYNAMIC MESSAGE SIGN(TOMS) EA 200 200 ig to79 2529-2242304 CD JOINTASSEMBLY EA 1400 14.00 80 2529-2242323 CTJOINT EA 4.00 400 0i 81 2529-5073111 PATCH,PCC.FLLL-DEPTH F',NSH,BYAREA SY 4.50 58.00 41020 1.84200 231280 _ 82 2523-5370120 PATCH,PCC.FLLL-DEPTH FINISH,BY COUNT EA 100 300 4300 12300 15700 W S 83 2529A174013 SL'BGRADEPREPARATON.12- SY 388.40 388.40 I- 84 25334983005 MCBL¢ATON LS 0.23 0.03 002 0.51 0.11 1.00 '3 39 2554-3112312 WATER MAIN,OF.12 IN. LF 113.00_ 113.00 _ Z 86 2554-0112018 `;LATER MAIN.OP.16 IN. LF 103.00 103.00 ., 87 2554-0203000 FITTINGS BYWEGHT,DUCTILE RON LB 151800 1,518.30 �_ 88 2554-3207012 VALVE,GATE DIP,12 IN. EA 5,00 5.00 Q 39 2554-3207316 VALVE,GATE DIP,16 IN. E; 200 200 90 2554-3213020 WATER VALVE BCX EXTENSION EA - 500 5.00 03 91 2554-0210201 FIRE HYDRANT ASSEMB LY,W M-231 EA 1.00 1.00 C...) U..I ri 92 2599-9999009 INSULATING WATER MAIN LF 50 00 - 50.20 93 2559-9999013 REMOVAL OFWATER MAIN LF 21300 O 213.00 N 94 258 5-3 005 11 5 RAILROAD PROTECTIVE LIAR LRYiNSLRANCE FOR CRANDIC,WC is CC 1,00 1.00 a 95 2601-2638041 SEEDING AND FERTL2ING(TEMPORARY) ACRE 021 - 0.20 a)*'. % 2601-2636044 SEED-FERT:L¢E(URBAN) ACRE .20 0.20 6 97 2601-2638352 SLOPE PROTECTION.45000 EXCELSIOR SY 315.00 315.00 g 98 2602-0000309 PERIMETER-SLCPE SEDIMENT CNTLDE`✓CE,9' LF 200.00 210.00 City File No. PS-3xx 12 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.01 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item tternItem Carlo Description No. Itc�n Code Description No. 1 2102.0426071 SPECIAL BACKFILL,PATCH REPAIR,6" 9 2213-6745500 REMOVAL OF CURB A.THE UNIT PRICE FOR THIS ITEM(CY)WILL BE BASED ON VOLUME OF CUBIC YARDS REQUIRED TO STABILIZE SUBGRADE UNDER HMA OR A.THE UNIT PRICE FOR THIS ITEM(LF)SHALL CONSTITUTE FULL PAYMENT FOR ALL LABOR,MAFAI 1D PI: IT FOR SAWING, PCC PAVEMENT PATCH AND WILL BE ONLY USED AT THE DISCRETION OF THE ENGINEER.EXCAVATION AND DISPOSAL OF EXISTING REMOVAL AND DISPOSAL OF CURB AND GUI IER SUBGRADE SHALL BE INCIDENTAL. B.SEE TABULATION 110-4 IN&SHEETS FOR MYRTLE INTERSECTION REMOVALS C.QUANTITY INCLUDED IN FOTH,CITY AND IDOT PLANS C.QUANTITY INCLUDED IN FOTH,CITY,AND IDOT PLANS 2018 APR 17 PM 3: 49 2 2101-0860001 CLEAR+GRUBB 10 2214-5145160 PAVEMENT SCARIFICATION CITY CLERK (A.THIS ITEM WILL BE BASED ON PLAN QUANTITY OF CLEARING AND GRUBBING ACRES INCLUDED IN FOTH PLANS. A.THE UNIT PRICE FOR THIS ITEM(SQUARE YARD)SHALL CONSTITUTE FULL PAYMENT FOR Att-I AIR,Y91A 1RL`W MUIPMENTTO REMOVE BY MILLING AND DISPOSE OF THE ENTIRE DEPTH OF ASPHALT DOWN TO A CLEAN EXISTING PCC OR BRICK STREET SURFACE. 3 2102.2710070 EXCAVATION,CL 10,RDWY+BORROW MILLED HEADERS AT THE IN I ERFACE BETWEEN NEW AND EXISTING PAVEMENT SHALL BE CONSIDERED INCDENTALTO THIS ITEM. A.ESTIMATED 30%SHRINK IN VOLUME. B.RUNOUT MILLING REQUIRED TO MATCH EXISTING SURFACES BETWEEN CURRENT ASPHALT AND PCC COMPOSITE SURFACES SHALL B! B.THIS BID ITEM INCLUDES THE FOLLOWING QUANTITIES INCLUDED IN FOTH PLANS: INCIDENTAL. 1,012 CY OF TEMPLATE FILL+SHRINK C.REFER TO SECTION 2214.01 OF THE IOWA DOT STANDARD SPECIFICATIONS. 455 CY OF CUT D.ASPHALT MILLINGS WILL REMAIN THE PROPERTY OF THE CITY OR IOWA DOT AND SHALL BE DELIVERED BY THE CONTRACTOR TO THE 557 CY OF NET EXCESS SPECIFIC LOCATION AS INDICATED BELOW.TEMPORARY ASPHALT FILLETS ARE INCIDENTAL TO THIS ITEM. DIVISION 1 MILLINGS:MESQUAKIE PARK C.ITEM INCLUDES BACKFILLING AREA BEHIND NEW BACK OF CURB.SUITABLE MATERIAL REMOVED FROM SUBGRADE EXCAVATION DIVISION 2&3 MILLINGS: IOWA DOT SHOP YARD,CORALVILLE MAY BE USED FOR BACKFILLING 6"BELOW TOP OF CURB.THE ESTIMATED NET EXCESS SHALL BE DISPOSED OFF OFFSITE E.WORK SHALL INCLUDE MILLING AROUND EXISTING FCC MANHOLES OR MANHOLE UDS INCLUDING PREVIOUSLY COMPLETED MR BY THE CONTRACTOR. MANHOLE STYLE ADJUSTMENTS. FOLLOWING MILLING OPERATIONS,A TRANSITION WLL BE REQUIRED OVER MANHOLES TO ALLOW FOF D.THE CONTRACTOR WILL BE REQUIRED TO COMPACT TO AT LEAST 95%OF THE MATERIALS STANDARD PROCTOR DENSITY. TRAFFIC LANE TO REMAIN OPEN. E.OVERHAUL WILL NOT BE MEASURED OR PAID FOR,BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION ON THIS PROJECT. 11 2301-1003080 STANDARD OR SLIP-FORM PORTLAND CEMENT CONCRETE PAVEMENT,CLASS C,CLASS 3,9 IN. A.SEE FOTH PLANS F.PAYMENT FOR THIS ITEM WILL BE PAID BASED UPON PLAN QUANTITY. B.CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION.PER IOWA DOT SPECIFICATIONS 4 2106.8426006 TOPSOIL,FURNISH AND SPREAD C.CONTRACTOR SHALL USE THE MATURITY METHOD OF TESTING TO DE I ERMINE THE STRENGTH OF THE PCC PAVING,PER A.ITEM IS INCLUDED AS A CONTINGENCY FOR ADDITIONAL TOPSOIL REQUIRED TO RESPREAD OVER SEEDED AREAS TO A MINIMUM DEPTH OF 6 INCHES. 12 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES A.ITEM INCLUDES MATURITY TESTING. B.PAYMENT FOR THIS ITEM WILL BE BASED UPON THE CONTRACT UNIT PRICE PER CUBIC YARD INCLUDED IN FOTH PLANS. B CONTRACTOR SHALL PROVIDE CERTIFIED PLANT INSPECTION,PER IOWA DOT SPECIFICATIONS 6 2106.8426016 TOPSOIL,STRIP,SALVAGE AND SPREAD C.CONTRACTOR SHALL USE THE MATURITY METHOD OF TESTING TO DE I ERMINE THE STRENGTH OF THE PCC PAVING,PER A.ITEM BASED ON REMOVING ALL TOPSOIL ON SITE. TOPSOIL SHALL BE RESPREAD OVER SEEDED AREAS TO A MINIMUM IOWA DOT STANDARD SPECIFICATIONS. ES DEPTH OF 6 INCHES. 0 13 2301-4874006 MEDIAN,DOWELLED PCC,9.5" B.PAYMENT FOR THIS ITEM WILL BE BASED UPON PLAN QUANTITY. z A.SEE DETAL IN FOTH PLAN B-SHEETS.0.5 RICH MILLING RESULTS IN 9 INCH CURB HEIGHT TO ACCOUNT FOR 3 INCH E 6 2116.0100000 MODIFIED SUBBASE B REFER TO L SHEETS FOR STAKING DETAILS_ A.REFER TO TYPICAL SECTIONS ON FOTH PLAN B-SHEETS. B.PROVIDE UNIFORM COMPACTION OF AT LEAST 12 INCHES BELOW TOP OF SUBGRADE UNDER NEW PAVEMENT. 14 2301-8255550 DRIVEWAY SURFACE PREPARATION m C.SPECIAL COMPACTION OF SUBGRADE SHALL BE INCIDENTAL TO THIS ITEM. AN ESTIMATED QUANTITY OF 11 STATIONS A.ITEM INCLUDES CLEANING,MILLING,AND HEADER CHIPPING FOR SURFACE TRANSITIONS AS NECESSARY TO MATCH EXISTING m SURFACE TO NEW HMA SURFACE LAYER AT A MINIMUM 2"DEPTH. WLL BE REQUIRED FOR A 12 INCH DEPTH UNDER ALL MODIFIED SUBBASE. D.REQUIREMENTS OF MODIFIED SUBBASE TO MEET SECTIONS 2115 AND 4123 OF THE IOWA DOT STANDARD SPECIFICATIONS. B.ASPHALT PLACED INTO DRIVEWAY SHALL BE PAID WITH SEPARATE ITEM FROM HMA SURFACE. E.USE OF RECYCLED PCC AND HMA PAVEMENTS FOR MODIFIED SUBBASE IS NOT ALLOWED ON THIS PROJECT. C.QUANTTTY INCLUDED IN FOTH,AND CITY PLANS F.INCLUDES QUANTITY FOR PLACEMENT UNDER DRIVEWAYS. Z -4 15 2303-0001000 HMA WEDGE/LEVEL/STRENGTH 0 V 175 7 2212.0476096 CLEANING AND PREPARATION OF BASE 16 2303-0002380 HOT MIX ASPHALT 1 IN.INTERLAY BASE COURSE,318 IN.MIX Q A.REFER TO SECTION 2212.03 OF THE IOWA DOT STANDARD SPECIFICATIONS. A.ITEM INCLUDES FULL-WIDTH OVERLAY WITH HMA PAVEMENT THROUGH THE LIMITS SHOWN IN CITY PLANS AND FOTH PLAN D-SHEETS CC r 0 B.FULL-DEPTH PCC PATCHING COVERED UNDER ITEM 2529-5070111. AND L-SHEETS. Z o C.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS B.3"OVERLAY INCLUDES A 1 INCH INTERLAYER AND 2 INCH SURFACE COURSE_TACK COAT SHALL BE CONSIDERED INCIDENTAL. w U C.SURFACE TRANSITIONS AS NECESSARY TO MATCH EXISTING DRIVEWAY PAVEMENT TO THE 3 INCH OVERLAY ARE INCLUDED Z LU 8 2212.6076001 HMA SURF PATCH WITH OVERALL ROADWAY QUANTITIES. w D.ASPHALT BINDER CONTENT SHALL BE 6%OF MIXTURE WEIGHT FOR BASE AND SURFACE COURSE w 1' A.THE UNIT PRICE FOR THIS ITEM(TON)SHALL CONSTITUTE FULL PAYMENT FOR ALL LABOR,MATERIALS,AND EQUIPMENT FOR REPAIR E.IOWA DOT STANDARD SPECIFICATION 2316 FOR PAVEMENT SMOOTHNESS SHALL APPLY CC OF EXISTING ASPHALT BASE DEFICIENCIES PRIOR TO PAVING. WORK INCLUDES SURFACE SWEEPING AND CLEANING PRIOR TO LU PLACEMENT IN EXISTING VOIDS OR MILLED PARTIAL DEPTH HMA SURFACE REPAIRS PRIOR TO PLACEMENT OF THE ASPHALT BASE. a B.REFER TO SECTION 2212.03 OF THE IOWA DOT STANDARD SPECIFICATIONS. 17 2303.1051500 HOT MIX ASPHALT VERY HIGH TRAFFIC,VT BASE,1/2" M� N A.THE UNIT PRICE FOR THIS[[EM(TON)SHALL CONSTITUTE FULL PAYMENT FOR ALL LABOR,MATERIALS,AND EQUIPMENT FOR W CONSTRUCTION OF THE BASE COURSE.THIS SHALL APPLY TO ALL AREAS OF INFILL MILLING AND OVERLAY AS INDICATED IN PLANS. S City File No. PS-3xoc Z N DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.02 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item Item Code Description Rem No [tern Code Description No. B THE UNIT PRICE FOR THIS ITEM(TON)SHALL CONSTITUTE FULL PAYMENT FOR ALL LABOR,MATERIALS,AND EQUIPMENT FOR E.REFER TO CITY C-SHEETS FOR CITY INTAKE TOP LOCATIONS CONSTRUCTION OF THE INTERMEDIATE COURSE.ADJUSTING STRUCTURES IN THE PAVEMENT SHALL BE INCIDENTAL UNLESS FILED SPECIFICALLY LISTED AS A BID ITEM WATER VALVE ADJUSTMENT FOR IN-PAVEMENT ADJUSTMENT RINGS WILL BE INCLUDED AS A SEPARATE ITEM 29 2436.0260904 INTAKE,SW-609,TOP AND THROAT ONLY A.THE UNIT PRICE FOR THIS ITEM(EACH)WILL BE PAID BASED ON THE NUMBER OF INTAKES TOPS AND THROATS RECONSTRUCTED (PRECAST OR 14 CEMENT, 18 2303.1053503 HOT MIX ASPHALT VERY HIGH TRAFFIC,2 IN.SURFACE COURSE,112 IN.MIX,FRICTION L-3 COMPACTION AND POURED NIISIHING OF CONCRETE.SUPPLY.PLACEMENT N PLACE)AND INCLUDES AND CO''d It I •• C A f N R B FILL TO FINAL 19 2303.1258285 ASPHALT BINDER,PG.58.28V,VERY HIGH TRAFFIC SURFACE ELEVATIONS.APPROXMATE INTAKE TOP SIZES,DEPTHS,AND LOCATION I rkANS;HOWEVER LOCATIONS 20 2303.1258346 ASPHALT BINDER,PG 58.34E SHOULD BE FIELD MEASURED AND VERIFIED PRIOR TO FABRICATION AND CONSTRMON.1 21 2303.6911000 HMA PAV'T SAMPLE B.REFER TO CITY C-SHEETS FOR CITY INTAKE TOP LOCATIONS IOWA CITY. I O A • A.ITEM INCLUDES FULL-WIDTH OVERLAY WITH HMA PAVEMENT THROUGH THE LIMITS SHOWN IN CITY PLANS AND FOTH PLAN D-SHEETS AND L-SHEETS. 30 2436.0261004 INTAKE,SW-610,TOP AND THROAT ONLY B.3"OVERLAY INCLUDES A 1 INCH INTERLAYER AND 2 INCH SURFACE COURSE.TACK COAT SHALL BE CONSIDERED INCIDENTAL. 31 2436.0264100 INTAKE,SW-641 C.SURFACE TRANSITIONS AS NECESSARY TO MATCH EXISTING DRIVEWAY PAVEMENT TO THE 3 INCH OVERLAY ARE INCLUDED 32 2436-0264200 INTAKE EXTENSION UNIT,SW-642 WITH OVERALL ROADWAY QUANTITIES A.THE UNIT PRICE FOR THIS ITEM(EACH)WILL BE PAID BASED ON THE NUMBER OF STRUCTURES CONSTRUCTED(PRECAST OR POURED D.ASPHALT BINDER CONTENT SHALL BE 6%OF MIXTURE WEIGHT FOR BASE AND SURFACE COURSE. IN PLACE)AND INCLUDES EXCAVATION,FORMING,REINFORCING STEEL,DOWELS,SUPPLY,PLACEMENT,COMPACTION AND FINISHING OF CONCRETE,SUPPLY,PLACEMENT AND COMPACTION OF CLASS A GRANULAR BACKFILL TO FINAL SURFACE ELEVATIONS,PROVIDING E.IOWA DOT STANDARD SPECIFICATION 2316 FOR PAVEMENT SMOOTHNESS SHALL APPLY STUBS FOR DRAINAGE TILES AND THE FRAME AND CASTING.STOPPERS FOR STUB CONNECTIONS ARE INCIDENTAL.CONNECTION TO EXISTING PIPES AND TILE LINES INCLUDING RCP STUBS,"C'COLLARS,INTERIOR COLLARS AND INTERIOR INTAKE FILLETS TO PIPE STUBS 22 2401-6750001 REMOVALS,AS PER PLAN SHALL BE INCIDENTAL TO THIS ITEM. A.REFER TO FOTH PLAN R-SHEETS FOR REMOVAL LOCATIONS. B.APPROXIMATE PIPE SIZES,DEPTHS,AND LOCATIONS ARE INDICATED IN PLANS;HOWEVER EXACT PIPE SIZES,DEPTHS,AND LOCATIONS SHOULD BE FIELD MEASURED AND VERIFIED PRIOR TO FABRICATION AND CONSTRUCTION. 23 2416-0100018 APRONS,CONCRETE,18 IN.DIA C.THIS ITEM SHALL ALSO INCLUDE SUPPLY AND INSTALLATION OF THE FOLLOWING ITEMS: A.REFER TO STORM SEWER DETAILS IN FOTH PLAN B-SHEE IS •COMPACTED CLASS A GRANULAR ROADSTONE FOR ALL INTAKES TO FINISHED SURFACE B.ALL STORM SEWER SHALL BE 0-RING GASKETED AND WRAPPED WITH ENGINEERING FABRIC,REFER TO STORM SEWER DETAILS •CITY OF IOWA CITY CASTINGS WITH LOGO. •4'SECTION OF RCP WITH COLLAR CONNECTION TO EXISTING SEWER IN FOTH PLAN B-SHEETS- C.PIPE CONNECTORS SHALL BE INSTALLED ON THE LAST THREE PIPE JOINTS FOR ALL STORM SEWER OUTLETS. 33 2436-0264600 INTAKE,SW•646 D.REFER TO FOTH PLAN B-SHEETS FOR DETAILS ON CONNECTED PIPE JOINTS AND CONCRETE APRON FOOTING. A.THE UNIT PRICE FOR THIS ITEM(EACH)WILL BE PAID BASED ON THE NUMBER OF STRUCTURES CONSTRUCTED(PRECAST OR POURED E.INCLUDES APRON GUARD,PIPE CONNECTORS,AND CONCRETE APRON FOOTING- IN PLACE)AND INCLUDES EXCAVATION,FORMING,REINFORCING STEEL,DOWELS,SUPPLY,PLACEMENT,COMPACTION AND FINISHING OF F.INCLUDES MISCELLANEOUS CHANNEL GRADING AT OUTLET OF STORM SEWER. CONCRETE,SUPPLY,PLACEMENT AND COMPACTION OF CLASS A GRANULAR BACKFILL TO FINAL SURFACE ELEVATIONS,PROVIDING STUBS FOR DRAINAGE TILES AND THE FRAME AND CASTING.STOPPERS FOR STUB CONNECTIONS ARE INCIDENTAL.CONNECTION TO 24 2431-0000100 MODULAR BLOCK RETAINING WALL EXISTING PIPES AND TILE LINES INCLUDING RCP STUBS,"C'COLLARS,INTERIOR COLLARS AND INTERIOR INTAKE FILLETS TO PIPE STUBS A.REFER TO FOTH PLAN NI-SHEETS FOR LOCATIONS. SHALL BE INCIDENTAL TO THIS ITEM. B.APPROXIMATE PIPE SIZES,DEPTHS,AND LOCATIONS ARE INDICATED IN PLANS;HOWEVER EXACT PIPE SIZES,DEPTHS.AND E6 B.RE-INSTALL SALVAGED BLOCK WALL UNITS. LOCATIONS SHOULD BE FIELD MEASURED AND VERIFIED PRIOR TO FABRICATION AND CONSTRUCTION. o C.INCLUDES ALL RETANING WALL MATERIALS.EXCAVATION,GRANULAR BACKFILL,AND ALL APPURTANANCES TO RECONSTRUCT C.REFER TO STORM SEWER DETAILS IN CITY PLANS AND FOTH PLAN B-SHEETS AND TAB 104-5 B ON SHEET M.01. w THE WALL. D.REFER TO FOTH PLAN M-SHEETS FOR LOCATION OF SW-509 INTAKE TOP REPLACEMENT. Fl E.INTAKE FRAME AND LIDS FEATURING IOWA CITY LOGO AND STORM SEWER LABEL AS ILLUSTRATED ON THE MODIFIED STANDARD g. 25 2435-0250704 INTAKE,SW-507,TOP AND THROAT ONLY ROAD PLAN SW-602 ON FOTH PLAN B-SHEETS SHALL BE FURNISHED BY THE CONTRACTOR. 26 2435-0250714 INTAKE,SW-507 MODIFIED, TOP AND THROAT ONLY F.INCLUDES FURNISHING STRUCTURES AND APPURTANANCES,HANDLING,EXCAVATION,DEWATERING,INSTALLATION,BEDDING, 27 2435-0250804 INTAKE SW-508,TOP 508,TOP AND THROAT ONLY BACKFILL,CONCRETE COLLARS,AND MISCELLANEOUS WORK. A.THE UNIT PRICE FOR THIS ITEM(EACH)WILL BE PAID BASED ON THE NUMBER OF INTAKES TOPS AND THROATS RECONSTRUCTED G.THIS ITEM SHALL ALSO INCLUDE SUPPLY AND INSTALLATION OF THE FOLLOWING ITEMS: (PRECAST OR POURED IN PLACE)AND INCLUDES EXCAVATION,FORMING,REINFORCING STEEL.DOWELS,SUPPLY,PLACEMENT, •COMPACTED CLASS A GRANULAR ROADSTONE FOR ALL INTAKES TO FINISHED SURFACE COMPACTION AND FINISHING OF CONCRL It,SUPPLY,PLACEMENT AND COMPACTION OF CLASS A GRANULAR BACKFILL TO FINAL •4'SECTION OF RCP WITH COLLAR CONNECTION TO EXISTING SEWER <` SURFACE ELEVATIONS.APPROXIMATE INTAKE TOP SIZES,DEPTHS,AND LOCATIONS ARE INDICATED IN PLANS:HOWEVER LOCATIONS SHOULD BE FIELD MEASURED AND VERIFIED PRIOR TO FABRICATION AND CONSTRUCTION. ZZ ET B.REFER TO CITY C-SHEETS FOR CITY INTAKE TOP LOCATIONS 34 2436.0264614 INTAKE,SW•646 MODIFIED,TOP AND THROAT ONLY — A.THE UNIT PRICE FOR THIS ITEM(EACH)WILL BE PAID BASED ON THE NUMBER OF INTAKES TOPS RECONSTRUCTED(PRECAST OR Ti irc? POURED IN PLACE)AND INCLUDES EXCAVATION,FORMING,REINFORCING STEEL,DOWELS,SUPPLY,PLACEMENT,COMPACTION AND CC 28 2435-0250900 INTAKE,SW-509 FINISHING OF CONCRETE,SUPPLY,PLACEMENT AND COMPACTION OF CLASS A GRANULAR BACKFILL TO FINAL SURFACE ELEVATIONS. 0 tg A.THE UNIT PRICE FOR THIS ITEM(EACH)WILL BE PAD BASED ON THE NUMBER OF STRUCTURES CONSTRUCTED(PRECAST OR POURED APPROXIMATE INTAKE TOP SIZES,DEPTHS,AND LOCATIONS ARE INDICATED IN PLANS;HOWEVER LOCATIONS SHOULD BE FIELD Z o IN PLACE)AND INCLUDES EXCAVATION,FORMING,REINFORCING STEEL,DOWELS,SUPPLY.PLACEMENT,COMPACTION AND FINISHING OF MEASURED AND VERIFIED PRIOR TO FABRICATION AND CONSTRUCTION. U CONCRETE,SUPPLY,PLACEMENT AND COMPACTION OF CLASS A GRANULAR BACKFILL TO FINAL SURFACE ELEVATIONS,PROVIDING B.THIS ITEM SHALL ALSO INCLUDE SUPPLY AND INSTALLATION OF THE FOLLOWING ITEMS: Z ct STUBS FOR DRAINAGE TILES AND THE FRAME AND CASTING.STOPPERS FOR STUB CONNECTIONS ARE INCIDENTAL.CONNECTION TO W s EXISTING PIPES AND TILE LINES INCLUDING RCP STUBS,"C"COLLARS.INTERIOR COLLARS AND INTERIOR • COMPACTED CLASS A GRANULAR ROADSTONE FOR ALL INTAKES TO FINISHED SURFACE cc INTAKE FILLETS TO PIPE STUBS w SHALL BE INCIDENTAL ID THIS ITEM. ' CITY OF IOWA CITY CASTINGS WITH LOGO. ILB.APPROXIMATE PIPE SIZES,DEPTHS,AND LOCATIONS ARE INDICATED IN PLANS HOWEVER EXACT PIPE SIZES.DEPTHS,AND • TOPSOIL BACKFILL AND RESEED AROUND INTAKE TOP CC LOCATIONS SHOULD BE FIELD MEASURED AND VERIFIED PRIOR TO FABRICATION AND CONSTRUCTION. C.REFER TO STORM SEWER DETAILS IN B-SHEETS FOR SELECTED TOP AND THROAT REPLACEMENT a C.THIS ITEM SHALL ALSO INCLUDE SUPPLY AND INSTALLATION OF THE FOLLOWING ITEMS: M •COMPACTED CLASS A GRANULAR ROADSTONE FOR ALL INTAKES TO FINISHED SURFACE I •CITY OF IOWA CITY CASTINGS WITH LOGO. co •d'SECTION OF RCP WITH COLLAR CONNECTION TO EXISTING SEWER 5 D SEE FOTH PLAN M-SHEETS FOR LOCATION OF SW-509 INTAKE TOP AND THROAT REPLACEMENT City File No. PS-3xx DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY I ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.03 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION It n o Item Code Des criOrion Item Item Code Des cription No 36 2436.3600010 MANHOLE ADJUSTMENT•MINOR 42 2603.0200341 STORM SEWER ABANDONMENT,FILL AND PLUG,LESS THAN 36 IN.DIA. A.REFER TO FOTH PLAN R-SHEETS FOR LOCATION OF MINOR STRUCTURE ADJUSTMENTS. A.REFER TOM SHEETS FOR LOCATION. tL E� B.MINOR ADJUSTMENT OF EXISTING STRUCTURES INCLUDES,BUT IS NOT LIMITED TO REMOVAL OF EXISTING CASTING AND r EXISTING ADJUSTMENT RINGS.FURNISHING AND INSTALLING ADJUSTMENT RINGS(PRO-RINGS,MANUFACTURED BY CRETEX 43 2605-4021010 RMVL OF STEEL BEAM G'RAILSPECIALTY ©'D PLACING BACKOFIDLLECTS AND OR COMPACTAPPROVED EQUAL),FURNISHING AND INSTALLING EXTERNAL CHIMENY SEAL,NEW CITY LOGO CASTING, 44 2606-4008300 STEEL BEAM GRAIL 46 2606.4021020 STEEL BEAM GRAIL END ANCHOR,W-BEAM ll�Piti 3. 50 C.THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH.THIS SHALL BE CONSIDERED FULL 46 2606.4021720 STEEL BEAM GRAIL TGNT END TERM,BA•206 �� CI T}�C, COMPENSATION FOR FURNISHING ALL MATERIALS,EQUIPMENT AND LABOR FOR THE MINOR ADJUSTMENT OF STRUCTURES A.REFER TO TABULATIONS ON C SHEETS OF CITY PLANS FOR LOCATION. WA CI Ty Y, f�K C IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. D.INFILTRATION BARRIERS SHALL BE INCIDENTAL TO THIS ITEM. 47 2607.6800061 REVETMENT,CLASS E E.ONLY HEAT SHRINKABLE SLEEVES OR MOLDED SHIELD TYPE INFILTRATION BARRIERS SHALL BE ALLOWED.ALL LABOR, A.REFER TO M-SHEETS IN FOTH PLANS FOR PLACEMENT LOCATIONS AND DETAILS. MATERIAL AND EQUIPMENT NECESSARY FOR INSTALLATION SAHLL BE INCIDENTAL. B.INCLUDES ENGINEERING FABRIC INCIDENTAL TO THIS ITEM. F.QUANTITY INCLUDED IN FOTH,AND CITY PLANS C.ITEM SHALL COMPLY WITH SECTION EC OF THE IOWA DOT STANDARD ROAD PLANS AND SECTION 4130 OF THE IOWA DOT STANDARD SPECIFICATIONS. 36 2436.0600020 MANHOLE ADJUSTMENT,MAJOR D.THIS ITEM WILL BE PAID THE CONTRACT UNIT PRICE PER TON. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR A.THE UNIT PRICE FOR THIS(EACH)SHALL CONSTITUTE FULL PAYMENT FOR ALL LABOR,MATERIAL,INCLUDING CONCRETE REINFORCING FURNISHING ALL TOOLS,EQUIPMENT,LABOR,AND MATERIALS NECESSARY FOR INSTALLATION OF EROSION STONE STELL,AND EQUIPMENT TO ADJUST SANITARY OR STORM SEWER UTILIT LID AND FRAME TO THE FINAL SURFACE ELEVATION. IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. B.ITEM SHALL BE COMPLETED PER SPECIFAC11ON OF"MR.MANHOLE"INSTALLATION SYSTEM INCLUDED IN THE APPENDIXOF THESE 48 2610.6746030 REMOVAL OF PAVEMENT SPECIFICATIONS. SUPPLY AND INSTALLATION OF NEW CASTINGS WITH CITY OF IOWA CITY LOGO SHALL BE A REQUIREMENT WITH THIS ITEM WITH COST INCIDENTAL TO ITEM. A.REFER TO PAVEMENT REMOVAL TABULATION IN FOTH PLANS(110-1)IN C-SHEETS. C.REFER TO TAB 104.9 IN C-SHEETS.CITY PLANS. B.THIS ITEM INCLUDES REMOVAL AND DISPOSAL OF ALL PCC,ACC OF VARIOUS THICKNESSES. D.REFER TO TYPICAL SECTIONS AND DETAILS IN B-SHEETS. C.INCLUDES FULL DEPTH SAW CUTTING NECESSARY TO CREATE A CLEAN EDGE BETWEEN EXISTING AND PROPOSED PAVEMENTS. E.ALLOWABLE PIPES ARE THOSE MEETING REQUIREMENTS OF SECTION 4143 OF THE IOWA DOT STANDARD SPECIFICATIONS. D.INCLUDES SAW CUTTING NECESSARY FOR STAGED CONSTRUCTION. E.REFER TO TRAFFIC CONTROL AND STAGING J-SHEETS FOR CONSTRUCTION SEQUENCE. 37 2436.0600110 INTAKE ADJUSTMENT,MINOR•THROAT RECONSTRUCTION ONLY F.ITEM IS ASSOCIATED WITH LANE WIDENING FOR MYRTLE INTERSECTION PLANS.OTHER MAINLINE STREET PATCHING WILL BE PAID AS A SEPARATE ITEM A.REFER TO CITY C-SHEETS FOR CITY PLAN INTAKE TOP LOCATIONS 38 2602.8213206 SUBDRAIN,LONGITUDINAL,6IN.DIA. 49 2610.6746861 REMOVAL OF PAVEMENT,MEDIAN 39 2602-8221303 SUBDRAIN OUTLET,DR-303 A.THE UNIT PRICE(SY)FOR ITEM SHALL BE PAID FOR MEDIAN REMOVAL AT ROCKY SHORE INTERSECTION ON CITY PLANS. A.REFER TO TAB 104-9 IN GSHEETS. B.INCLUDES FULL DEPTH SAW CUTTING NECESSARY TO CREATE A CLEAN EDGE AND REMOVAL BETWEEN EXISTING PAVEMENTS FULL DEPTH,INCLUDES SAW CUTTING NECESSARY FOR STAGED CONSTRUCTION. B.REFER TO TYPICAL SECTIONS AND DETAILS IN FOTH PLAN B-SHEETS. C.ALLOWABLE PIPES ARE THOSE MEETING REQUIREMENTS OF SECTION 4143 OF THE IOWA DOT STANDARD SPECIFICATIONS AND 0 60 2610.6746900 REMOVAL OF SIDEWALK Z SHALL BE DUAL_WALLED AND SLOTTED. A.REFER TO SIDEWALK REMOVAL TABULATION(110-5)IN C-SHEETS. D.SUBDRAIN OUTLETS SHALL INCLUDE A RODENT GUARD. FURNISHING AND INSTALLING OF RODENT GUARD SHALL BE B.THIS ITEM INCLUDES REMOVAL AND DISPOSAL OF ALL PCC,ACC OF VARIOUS THICKNESSES. E CONSIDERED INCIDENTAL TO THIS ITEM. E.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. E.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. 61 2610.6760600 REMOVAL OF INTAKES AND UTILITY ACCESSES 40 2699.999906 SUBDRAIN CLEANOUT,6IN.TYPE A•1 A.REFER TO TABULATION 110-15 IN THE C-SHEETS IN FOTH PLANS AND CITY PLANS. A.REFER TO TAB 104-9 IN C-SHEETS. B.THE CONTRACTOR WILL BE PAID THE CONTRACT PRICE PER EACH INTAKE/UTILITY ACCESS REMOVED. THIS SHALL BE B.REFER TO M_SHEETS IN FOTH PLANS FOR CLEANOUT LOCATIONS. CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIAL,EQUIPMENT AND LABOR FOR THE REMOVAL AND PROPER 3 C.REFER TO SUDAS STANDARD DETAIL 4040.232 FOR INSTALLATION DETAILS, DISPOSAL OF EXISTING INTAKES/UTILITY ACCESSES AS IDENTIFIED IN THE CONTRACT DOCUMENTS. Z D.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. O C.INCLUDE TRENCH BOX INSTALLMENT AS NECESSARY TO LIMIT PAVEMENT RENEWAL F— 41 2603.0114218 STORM SEWER GRAVITY MAIN,TRENCHED,RCP,2000D(CLASS III),18 IN. a 62 2611.7626004 SIDEWALK,PCC,4 IN. CC A.REFER TO STORM SEWER DETAILS IN FOTH PLAN B-SHEETS AND TAB 104.5B ON SHEET M.01. OW 63 2611.7626006 SIDEWALK,PCC,6IN. Z , B.ALL STORM SEWER SHALL HAVE BELL AND SPIGOT JOINTS WITH 0-RING GASKET PER ASTM C443. 0 64 2611.7628101 DETECTABLE WARNINGS,CAST IRON,BRICK REDill -- C.REMOVAL OF THE EXISTING MODULAR BLOCK RETAINING WALL,AS NECESSARY FOR INSTALLATION OF PIPE PO4,SHALL BE 0 CONSIDERED INCIDENTAL TO THIS ITEM. RECONSTRUCTION,AFTER COMPLETION OF PIPE PO4,IS PAID UNDER A SEPARATE A.REFER TO SIDEWALK AND PEDESTRIAN CURB RAMP TABULATIONS IN C-SHEETS,FOTH PLAN L-SHEETS,FOTH AND CITY PLAN S SHEETS.ct w BID ITEM. B.REFER TO FOTH PLAN L-SHEETS FOR GEOMETRIC STAKING AND JOINTING DETAILS. Li— D.TRENCH BEDDING AND BACKFILL UNDER OR WITHIN WITHIN 5 FEET OF PAVED AREAS SHALL BE CLASS R-2 WITH W PECIFICATIONS SECTION 7030 FOR CURB RAMP DETAILS. CC CLASS"A"CRUSHED STONE(MEETING IOWA DOT GRADATION NO.11)GRANULAR MATERIAL.THE TOP 12 INCHES BELOW W i PAVEMENT SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY. D.DETECTABLE WARNING PANELS SHALL BE CAST IRON(BRICK RED). cEl E.CONSTRUCTION OF PEDESTRIAN CURB RAMPS SHALL MEET CURRENT ADA REQUIREMENTS. E.INCLUDES FURNISHING PIPE AND APPURTANANCES,HANDLING.EXCAVATION,DEWATERING,INSTALLATION,BEDDING, F.PREPARATION OF SUBGRADE IS INCIDENTAL TO THIS ITEM.EXISTING MATERIAL SHALL BE MECHANICALLY COMPACTED TO H BACKFILL,CONCRETE COLLARS,AND MISCELLANEOUS WORK. PROVIDE A LEVEL AND STABLE BASE PRIOR TO PLACEMENT OF PCC.BACKFILLING IS INCIDENTAL TO THIS ITEM. W 5 City File No. PS-3)a DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.04 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item stem Code Desert ion Item Flo Pt r10- Item Cade DEScnFtion G.HANDHOLES AND WATERMAIN VALVES LOCATED WITHIN SIDEWALK AREAS SHALL BE CAST INTO SIDEWALK PAVEMENT WITHOUT. 64 2524-6765010 RMV+REINSTALL SIGN PER PLAN FIL E ✓DEXPANSION MATERIAL. 65 2524.6765110 REMOVAL OF TYPE A SIGNS H.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. A.REFER TO TABULATION IN FOTH PLANS C-SHEETS 2018 j�� ' Pm 66 2612.1726206 CURB AND GUTTER,PCC,2.6 FT. 66 2524-9276010 PERFORATED 1.75IN.x 1.75 IN.SQUARE STEEL TUBE POST 1^i 1 '4T E. A.SEE FOTH PLAN D-SHEETS AND E-SHEETS FOR PCC CURB AND GUTTER LOCATIONS. 67 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR,2 IN.x 2 IN.x 36 IN. CITY K B.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. 68 2524 9276024 PERFORATED BTGN TAQBULATIONUARE S(CSHEET TUBE 3S,FOTH PLAN T ANCHOR,PS�HEETSWAND 1AY -SHEETS CONCRETE RSOCATIONOSN r t IA �J T Y�� !A 66 2616.2476006 DRIVEWAY,PCC,6' B.ALL SIGN INSTALLATIONS SHALL CONFORM TO THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). A.SEE FOTH PLAN L SHEETS FOR PCC DRIVEWAY LOCATIONS. C.STEEL POSTS SHALL BE 12-GAUGE TELESPAR GALVANIZED. ANCHORS SHALL BE 12-GAUGE GALVANIZED. 67 2616.6746600 RMVL OF PAVED DRIVEWAY 69 2524-9325001 TYPE A SIGNS,SHEET ALUMINUM A.THE UNIT PRICE(SF)FOR THIS ITEM SHALL BE FULL COMPENSATION FOR MATERIALS,WORK,AND EQUIPMENT TO SAW,REMOVE AND A.SEE SIGN TABULATIONS(C-SHEETS),FOTH PLAN P SHEETS,ANDJ-SHEETS FOR LOCATIONS. _ - DISPOSE OF PCC DRIVEWAY. B.ALL SIGN INSTALLATIONS SHALL CONFORM TO THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). B.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. 70 2525-0000100 TRAFFIC SIGNALIZATION 68 2618.6910000 SAFETY CLOSURE A.SEE FOTH PLAN N-SHEETS FOR TRAFFIC SIGNAL LOCATIONS AND DETAILS. A.SEE FOTH PLAN 1-SHEETS FOR SAFETY CLOSURE LOCATIONS. 71 2526-8285000 CONSTRUCTION SURVEY 69 2623.0000200 ELECTRICAL CIRCUITS A.REFER TO CONTROL POINT AND ALIGNMENT TABULATIONS ON FOTH PLAN G-SHEETS. B.THIS ITEM INCLUDES ALL SURVEY WORK NECESSARY FOR THE CONSTRUCITON OF THE PROJECT AS INTENDED BY THE CONTRACT A.REFER TO FOTH PLAN D-SHEETS FOR CABINET AND CIRCUIT INSTALLATION LOCATIONS. REFER TO FOTH PLAN R SHEETSAND DOCUMENTS AND APPROVED REVISIONS INCLUDING SURVEY NECESSARY FOR WORK INCLUDED IN FOTH PLANS AND CITY PLANS. D-SHEETS FOR LUMINAIRE RELOCATIONS. C.INCLUDES STAKING OF THE TEMPORARY CONSTRUCTION EASEMENTS AS ILLUSTRATED ON THE H-SHEETS. D.ELECTRICAL CIRCUITS BID ITEM IS BASED ON 425 LF OF 2-INCH SDRII CONDUIT AND NO.10 ELECTRICAL WIRING. D.ADDITIONAL SURVEY WORK REQUIRED TO RESTAKE SURVEY POINTS DISTURBED DURING CONSTRUCTION WILL NOT BE PAID FOR E.WIRING INSTALLED IN CONDUIT SHALL BE SINGLE-CONDUCTOR COPPER TYPE USE-2 RHHIRHW-2(PER DOT STANDARD SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CONTRACTOR SHALL PROTECT SURVEY STAKES OR REPLACE AS SPECIFICATIONS)FOR PHASE,NEUTRAL,AND GROUND CONDUCTORS.ALL WRING FOR STREETLIGHT CIRCUITS SHALL BE#10 NEEDED WITH NO ADDITIONAL COMPENSATION. XLP/USE STRANDED COPPER WIRE. E.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. F.SEE CITY PLAN P-SHEETS FOR BENTON/RIVERSIDE LOCATION AND QUANTITY INCLUDED IN CITY PLANS. 72 2527-9263109 PAINTED PAVEMENT MARKING,WATERBORNE OR SOLVENT-BASED 60 2623.0000306 RMV HANDHOLE A.REFER TO TABULATION 180-22 IN C-SHEETS. INCLUDED IN FOTH PLANS AND CITY PLANS. B.REFER TO IOWA DOT STANDARD ROAD PLAN PM-110 FOR PAVEMENT MARKING DETAILS. A.SEE CITY PLAN P-SHEETS FOR BENTON/RIVERSIDE LOCATION AND QUANTITY INCLUDED IN CITY PLANS. C.FOR PERMANENT PAVEMENT MARKINGS. A.REFER TO TABULATION ON P.01 IN CITY PLANS. B.THE CONTRACTOR WILL BE PAID THE CONTRACT PRICE PER EACH HANHOLE REMOVED. THIS SHALL BE Q CONSIDERED FULL COMPENSATION FOR FURNISHING ALL MATERIAL,EQUIPMENT AND LABOR FOR THE REMOVAL AND PROPER 73 2527-9263137 PAINTED SYMBOLS AND LEGENDS,WATERBORNE OR SOLVENT-BASED w DISPOSAL OF EXISTING INTAKES/UTILITY ACCESSES AS IDENTIFIED IN THE CONTRACT DOCUMENTS AND BACKFILL WITH CLASS A ROAST( A.REFER TO TABULATION IN C-SHEETS. INCLUDED IN FOTH PLANS AND CITY PLANS. B.REFER TO IOWA DOT STANDARD ROAD PLAN PM-111 FOR PAINTED SYMBOL&LEGEND DETAILS. E 61 2623-0000310 HANDHOLE C.REFER TO P-SHEETS FOR PAINTED SYMBOL AND LEGEND LAYOUT. D.FOR PERMANENT PAVEMENT MARKINGS. A.SEE CITY PLAN P-SHEETS FOR BENTON/RIVERSIDE LOCATION AND QUANTITY INCLUDED IN CITY PLANS. isi 62 2623.0000400 CONTROL CABINET 74 2527-9263180 PAVEMENT MARKINGS REMOVED A.REFER TO TABULATION 108-22B IN C-SHEETS. A.REFER TO FOTH PLAN D-SHEETS FOR CABIN ETAN D CIRCUIT INSTALLATION LOCATIONS. REFER TO FOTH PLAN R-SHEETS AND B.REFER TO SECTION 2527 OF THE IOWA DOT STANDARD SPECIFICATIONS. '- D-SHEETS FOR LUMINAIRE RELOCATIONS. C.THIS ITEM DOES NOT INCLUDE REMOVAL OF TEMPORARY MARKINGS USED FOPR STAGING PURPOSES. Z - B.CONCRETE PAD FOR LIGHTING CONTROL CABINET(SEE DETAIL LI.152 IN B-SHEETS)SHALL BE CONSIDERED INCIDENTAL D.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. 0 TO THE LIGHTING CONTROL CABINET ITEM. �_ C.REFER TO SECTION 4185 IOWA DOT STANDARD SPECIFICATIONS. M a 75 25285400048 TEMPORARY BARRIER RAIL CC 63 2623.6766009 RMV+REINSTALL LIGHT POLE+LUMINAIRE A.REFER TO TRAFFIC CONTROL ON FOTH PLAN SET. OLL Z_ 9 A.REFER TO FOTH PLAN D-SHEETS FOR CABINET AND CIRCUIT INSTALLATION LOCATIONS. REFER TO FOTH PLAN R-SHEETS AND 76 2528-8445110 TRAFFIC CONTROL W D-SHEETS FOR LUMINAIRE RELOCATIONS. A.REFER TO FOTH PLAN J-SHEETS FOR STAGING AND TRAFFIC CONTROL DETAILS. Z LIJ B.CONCRETE PAD FOR LIGHTING CONTROL CABINET(SEE DETAIL U-152 IN B-SHEETS)SHALL BE CONSIDERED INCIDENTAL B.INCLUDES ALL TRAFFIC CONTROL DEVICES AND EQUIPMENT NECESSARY TO MAINTAIN TRAFFIC IN ACCORDANCE CC LU TO THE LIGHTING CONTROL CABINET ITEM. WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD)AND THE IOWA DOT STANDARD ROAD PLANS. W C.REFER TO SECTION 4185 IOWA DOT STANDARD SPECIFICATIONS. C.A WRITTEN TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE WORK BEGINS. CC fi D.ELECTRICAL CIRCUITS BID ITEM IS BASED ON 425 LF OF 2-INCH SDRII CONDUIT AND NO.10 ELECTRICAL WRING. D.SIGNED DETOURS WILL BE REQUIRED FOR ALL ROAD CLOSURES. Q E.WRING INSTALLED IN CONDUIT SHALL BE SINGLE-CONDUCTOR COPPER TYPE USE-2 RHWRHW-2(PER DOT STANDARD E.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. M N SPECIFICATIONS)FOR PHASE.NEUTRAL,AND GROUND CONDUCTORS.ALL WRING FOR STREETLIGHT CIRCUITS SHALL BE#10 w d XLP/USE STRANDED COPPER WIRE. 5S City File No. PS-3roc Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.05 ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Item Item Code I Description Item No Item Code Description /�. /j„ 77 2528-8445113 FLAGGER No. I A REFER TO FOTH PLAN J-SHEETS FOR STAGING AND TRAFFIC CONTROL DETAILS. B QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. E.D B THIS ITEM INCLUDED FOR FLAGGERS DURING TRAFFIC STAGING,CONCRETE PLACEMENT AND ALL OTHER MISELLANEOUS CONSTRUCTION MEASURES 90 2554-0210201 FIRE HYDRANT ASSEMBLY,WM-201 dPR P� C.USE OF FLAGGERS TO BE APPROVED BY THE PROJECT ENGINEER. A REFER HYDRANT ASSEMBLY TABULATION IN FOTH PLANS C-SHEETS. dl8 D.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. B REFER TO FOTH PLANS • D-SHEETS FOR VALVE LOCATIONS. 3:J-moo C INCLUDES USE OF P1ITRLE GASKETS AND MEGA LUG JOINT RESTRAINT(INCIDENTAL TO ITEM) C! �/D ITEM INCLUDES ALL LABOR PIPE FITTINGS ACCESSORIES AND REMOVALS NECESSARY FOR INSTALLATION OF NEW/ ` Q tit '� 78 2528.9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) Cr? _Ef A- THIS ITEM WILL BE REQUIRED TO PROVIDE ADVANCED NOTIFICATION SIGNS DURING PROJECT AS NEEDED. FIRE HYDRANT BACKFLLING AND DEVJATERPIG ARE INCIDENTAL. /t.l C I/ frl B.MIMIMUM OF 2 SIGNS WILL BE NECESSARY TO POSTED ADVANCED NOTICES AT 2 LOCATIONS ON THE PROJECT. E.HYDRANT EXTENSIONS SHALL BE INCIDENTAL TOT HIS TEl U ir`I- F REFER TO IOWA CITY WATER DISTRIBUTION SYSTEM SPECIFICATION 2660- 79 2529-2242304 CD JOINT ASSEMBLY 92 2599-9999009 INSULATING WATER MAIN 80 2529-2242320 CT JOINT .. -. A. SEE IOWA DOT SPECIFICAITON SECTION 2529. A REFER TO FOTH PLAN DW-S IE TS FOR PLACEMENT LOCATION,ITEM IS INCLUDED FOR WATER MAIN FAILING TO MEET CITY OF IOWA CITY MINIMUM COVER REQUIREMENTS.REFER TO IOWA CITY WATER DISTRIBUTION SYSTEM SPECIFICATION 2660 81 2529-5070110 PATCH,PCC,FULL-DEPTH FINISH,BY AREA B ITEM SHALL COMPLY IMTH ASTNI C547 TYPE 1.. 82 2529-5070125 PATCH,PCC,FULL-DEPTH FINISH,BY COUNT A.THE UNIT PRICE FOR THIS ITEM(SQUARE YARD)SHALL CONSTITUTE FULL PAYMENT FOR ALL LABOR,MATERIAL,AND EQUIPMENT TO 93 2594-9999010 REMOVAL OF WATER MAIN REMOVE AND DISPOSE OF ASPHALT OR DETERIORATED CONCRETE OR REMOVE AND STOCKPILE OLD BRICK,AND ANY UNSUITABLE A.REFER TO FOTH PLAN R-SHEETS FOR LOCATIONS OF ABANDONMENT. SUBBASE,REPLACE AND COMPACT B ALL ABANDONED WATER MAIN SHALL BE CAPPED.CAPPING SHALL BE INCIDENTAL TO THIS ITEM, B-REFER TO C-SHEETS FOR PATCHING LOCATIONS. C REFER TO IOWA CITY WATER DISTRIBUTION SYSTEM SPECIFICATION 2660 C.SAWCUTTING AND STEEL REINFORCEMENT,AS NECESSARY TO COMPLETE ASPHALT PATCHING,SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 94 2595-0005115 RAILROAD PROTECTIVE LIABILITY INSURANCE FOR CRANDIC,INC D.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS. A.SEE IDOT PLANS FOR CROSSING LOCATION. 83 2529-8174010 SUBGRADE PREPARATION,12" 95 2601-2636041 SEEDING AND FERTILIZING(TEMPORARY) A.THE UNIT PRICE FOR THIS ITEM(SQUARE YARD)SHALL CONSTITUTE FULL PAYMENT FOR ALL LABOR,MATERIAL,AND EQUIPMENT TO - A.REFER TO EROSION COPJTROLTA.. ...TABULATION N C-SHEETS. SAW,REMOVE AND DISPOSE OF ASPHALT OR DETERIORATED CONCRETE OR REMOVE AND STOCKPILE OLD BRICK,AND ANY - - UNSUITABLE SUBBASE,REPLACE AND COM B THE TOP 6-INCHES OF THE SEED BED SHALL BE FREE OF ROCK AND DEBRIS AND SHALL BE SUITABLE FOR THE A.REFER TO C-SHEETS FOR PATCHING LOCATIONS. ESTABLISHMENT OF VEGETATION WITH THE APPROVAL OF THE ENGINEER C.SAWCUTTING,AS NECESSARY TO COMPLETE ASPHALT PATCHING,SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. C.QUANTITY INCLUDED IN FOTH PLANS. B.SUBGRADE STABILIZATION SHALL BE INCLUDED WITH THIS ITEM IF BASE MATERIAL IS SUITABLE AT ENGINEER DISCRETION. C.BASE STABILIZATION AS NEEDED SHALL BE PAID AS A SEPARATE ITEM AT THE ENGINEERS DISCRETION. 96 2601-2636044 SEEDING AND FERTILIZING(URBAN) A.REFER TO EROSION CONTROL TABULATION IN C-SHEETS. 84 2533-4980005 MOBILIZATION B THE TOP 6-INCHES OF THE SEED BED SHALL BE FREE OF ROCK AND DEBRIS AND SHALL BE SUITABLE FOR THE A.PAYMENT AND MOBILIZATION SHALL BE IN ACCORDANCE WITH SECTION 2533 OF THE IOWA DOT STANDARD SPECIFICATIONS. ESTABLISHMENT OF VEGETATION WITH THE APPROVAL OF THE ENGINEER. C.QUANTITY INCLUDED IN FOTH PLANS AND CITY PLANS, 85 2554-0112012 WATER MAIN,DIP,12 IN. 86 2554-0112016 WATER MAIN,DIP,16 IN. 97 2601-2638352 SLOPE PROTECTION,WOOD EXCELSIOR MAT A.REFER TO DW-SHEETS FOTH PLANS FOR PLACEMENT LOCATION. A ITEM PAID BY THE SQUARE MANUFACTURER REQUIRED OVERLAPS AND STAPLES ARE CONSIDERED INCIDENTAL B.UNLESS THE EXISTING WATER MAIN MUST BE REMOVED FOR INSTALLATION OF THE NEW WATER MAIN IT SHALL REMAIN IN B.QUANTITY INCLUDED IN FOTH PLANS. w SERVICE UNTIL THE NEW WATER MAIN IS FLUSHED,FILLED,PRESSURE TESTED,DISINFECTED AND NEW SERVICE TAPS o ARE INSTALLED.ki 98 2602-0000309 PERIMETER+SLOPE SEDIMENT CNTL DEVICE,9" z C.ITEM INCLUDES POLYETHYLENE ENCASEMENT,TRACER WIRE,GRANULAR BEDDING,AND TRENCH BACKFILL. 99 2602-0000350 RMVL OF PERIMETER+SLOPE SEDIMNT CNTL DEVLF N D.NITRILE GASKETS SHALL BE USED ON ALL WATER MAIN INSTALLED.NITRILE GASKETS WILL NOT BE PAID FOR B.QUANTITY INCLUDED IN CITY PLANS TO BE USE)AS NEEDED FOR INTAKE RECONSTRUCTION AND CURB RAMP REPAIRS AS SHOWN ON S- ,24 SEPARATELY,BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM SHEETS. n E.ITEM INCLUDES ALL MATERIALS NECESSARY TO CONNECT TO EXISTING WATER MAIN.SEE FOTH PLAN DW-SHEETS. INCLUDES TEMPORARY CAPS AND PLUGS NEEDED FOR STAGED CONSTRUCTION. 100 2601-2643110 WATERING FOR SOD,SPECIAL DITCH CONTROL,OR SLOPE PROTECTION , F.EARLY MORNING,LATE EVENING,NIGHT OR OVERTIME WORK TO ACCOMMODATE WATER MAIN SHUT-DOWN IS INCIDENTAL. 101 2602-0000020 SILT FENCE �^ G.TRENCH BEDDING SHALL BE CLASS P-3 WITH CLASS"A"CRUSHED STONE(MEETING IOWA DOT GRADATION NO.11)GRANULAR 102 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS 0 m MATERIAL TRENCH BACKFILL COMPACTED TO 95%STANDARD PROCTOR DENSITY. A.REFER TO SILT FENCE LOCATIONS IN FOTH PLAN A-SHEETS. S H.REFER TO IOWA CITY WATER DISTRIBUTION SYSTEM SPECIFICATION 2660. B REFER TO IOWA DOT STANDARD ROAD PLAN EC-201 FOR SILT FENCE INSTALLATION DETAILS. C INCLUDES REMOVAL AND PROPER DISPOSAL ONCE STABILIZATION OF DISTURBED GROUND IS ACHIEVED 417 2554-0203000 FITTINGS BY WEIGHT,DUCTILE IRON D ADDITIONAL QUANTITY HAS BEEN ADDED TO SILT FENCE ITEM FOR USE DURING CONSTRUCTION ACTIVITIES g A.REFER TO WATER MAIN FITTINGS TABULATION IN FOTH PLANS C-SHEETS. Z B.INCLUDES NITRILE GASKETS,MEGA LUG JOINT RESTRAINT,GASKETS,GLAND RINGS AND BOLTS, 0 V POLYETHYLENE ENCASEMENT AND CONCRETE THRUST BLOCKING. f— C.THE WEIGHT OF A FITTING IS DETERMINED BE THE SPECIFIED WEIGHT OF THE AWWA C110/C153 FITTING OR MANUFACTURERS M .c EQUIVALENT STANDARD. CC w D.REFER TO IOWA CITY WATER DISTRIBUTION SYSTEM SPECIFICATION 2660. LL Z 938 2554-0207012 VALVE,GATE,DIP,12IN. �, W .B9 2554-0207016 VALVE,GATE,DIP,16 IN. U A.REFER TO TABULATION IN FOTH PLANS C-SHEETS. LZLI m B.REFER TO DW-SHEETS FOR VALVE LOCATIONS. W C.INCLUDES NITRILE GASKETS AND MEGA LUG JOINT RESTRAINT(INCIDENTAL TO ITEM). LL W 1' B.INCLUDES BEDDING,CONCRETE BLOCKING,GLAND RINGS,GASKETS,BOLTS,VALVE BOX AND LID,POLYETHYLENE CC ENCASEMENT AND EXTENSION IF REQUIRED. W : E.REFER TO IOWA CITY WATER DISTRIBUTION SYSTEM SPECIFICATION 2660. Q il M 01 2554-021020 WATER VALVE BOX EXTENSION F— A.THE UNIT PRICE(EA)SHALL BE FULL COMPENSATION FOR FURNISHING ALL MATERIALS,LABOR,AND EQUIPMENT NECESSARY TO W a ADJUST WATER VALVES WITH ADJUSTMENT RING AS NEEDED IN PAVEMENT AREAS PRIOR TO PAVING. CONTRACTOR SHALL PROVIDE g ADJUSTMENT RING AS A PART OF City File No. PS a7XX G DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.06 102-6C 10-18-11 FULL-DEPTH PATCHES Refer to Standard Roads Plans RR-1, RR-2, RR-4, RR-18, and RR-26 Location Dimension PCC Patches HMA Composite Subbase Subbase Patch w/ 'EF' Joint Patch Subdrain CD' CT' EF Anchor Lugs Patches ! ED Station Patch With Without C R C Joints Count or Lane Length Width Thickness Dowels Dowels Patches HMA Joints Joints Removal Remarks Milepost RR-4 RR-2 RR-18 RR-26 RR-1 RR-1 or RR-26 RR-1 L, R, or B FT FT IN SY SY SY SY TON SY SY No. No. No. No. No. 20I8 APR 1 7 PM �. �� 1 250.426 EB R 10.0 4.0 10.0 4.4 Curb 2 250.428 EB R 6.0 4.0 10.0 2.7_ Curb 3 250.488 EB R 10.0 6.5 10.0 7.2 Curb CITY CLERK 4 250.518 EB R 16.0 8.0 10.0 14.2 Curb 6 250.536 EB R 24.0 4.0 10.0 12. ciTy, wa 6 250.536 EB R 4.0 6.5 10.0 2.9 Curb 100 7 250.546 EB R 29.0 14.5 10.0 46.7 1 Curb 8 250.563 EB L 23.5 12.0 10.0 31.3 _ 1 9 250.563 EB R 23.5 5.0 10.0 13.1 1 10 250.570 EB B 26.5 9.0 10.0 26.5 1 11 250.587 EB L 28.0 12.0 10.0 37.3 1 12 250.601 EB R 20.0 14.0 10.0 31.1 1 Curb 13 250.607 E8 R 10.0 8.0 10.0 8.9 Curb 14 250.608 EB R 6.0 6.0 10.0 4.0 _ Curb 15 250.612 EB L 5.0 10.0 10.0 5.6 16 250.612 EB R 5.0 14.0 10.0 7.8 Curb 17 250.632 EB R 4.0 14.0 10.0_ 6.2 Curb 18 251.000 EB B 33.0 4.0 10.0 14.7 1 19 EB R 38.0 6.0 10.0 25.3 2 Leave Curb 20 EB L 6.0 6.0 10.0 4.0 21 EB L 7.0 12.0 10.0 9.3 22 EB R 7.0 12.0 10.0 9.3 Curb 23 EB B 6.0 6.0 10.0 4.0 24 251.651 EB R 18.0 7.0 10.0 14.0 1 Curb 25 EB L 8.0 12.0 10.0 10.7 1 26 251.661 EB B 30.0 4.0 10.0 13.3 1 27 251.676 EB R 6.0 6.0 10.0 4.0 28 251.692 EB R 6.0 14.0 10.0 9.3 Curb 29 251.784 EB R 6.0 14.0 10.0 9.3 Curb 30 251.818 R 6.0 14.0 10.0 9.3 31 251.865 R 6.0 14.0 10.0 9.3 Curb 32 251.876 R 6.0 14.0 10.0 9.3 Curb 33 EB B 16.0 4.0 10.0 7.1 34 EB R 8.0 14.0 10.0 12.4 Curb 35 252.288 EB R 12.0 14.0 10.0 18.7 Curb 36 252.315 EB L 6.0 12.0 10.0 8.0 37 EB R 14.0 8.0 10.0 12.4 1 Curb 38 EB R 21.0 4.0 10.0 9.3 1 Curb 39 EB R 6.0 6.0 10.0 4.0 . Curb 40 EB R 6.0 6.0 10.0 4.0 Curb 41 251.573 WB R 29.0 12.0 10.0 38.7 38.70 2 Curb 42 251.486 WB R 16.0 8.0 10.0 14.2 14.20 1 Curb s 43 251.400 WB L 6.0 6.0 10.0 4.0 0 44 WB R 41.0 5.0 10.0 22.8 22.80 2 Curb 45 WB L 27.0 12.0 10.0 36.0 36.00 2 Manhole Site w 46 251.286 WB R 30.0 4.0 10.0 13.3 13.30 2 Curb 47 251.267 WB R 40.0 13.0 10.0 57.8 57.80 2 0 48 WB R 16.0 13.0 10.0 23.1 23.10 1 Curb a 49 WB L 23.0 8.0 10.0 20.4 20.40 0 50 WB B 19.0 4.0 10.0 8.4 51 WB B 6.0 6.0 10.0 4.0 52 WB L 19.5 13.0 10.0 28.2 53 WB R 10.5 12.0 10.0 14.0 Curb 54 250.872 WB R 50.0 5.0 10.0 27.8 Curb 55 250.792 WB R 21.0 12.5 10.0 29.2 _ 1 56 250.783 WB R 40.0 4.0 10.0 17.8 1 Curb 57 250.753 WB R 14.0 4.0 10.0 6.2 Leave Curb 3 58 WB R 60.0 4.0 10.0 26.7 1 Leave Curb 59 WB R 21.0 4.0 10.0 9.3 Leave Curb 60 250.730 WB R 24.0 13.0 10.0 34.7 1 Curb 9 61 250.696 WB R 10.0 6.0 10.0 6.7 Curb 62 250.690 WB L 8.0 12.0 10.0 10.7 63 250.685 WB R 4.0 14.0 10.0 6.2 Curb 64WB L 4.0 12.0 10.0 5.3 w 65 WB B 27.0 4.0 10.0 12.0 1 66 250.673 WB R 24.0 7.0 10.0 18.7 2 Curb Cn 67 250.668 WB L 6.0 11.0 10.0 7.3 Z 68 250.628 WB L 6.0 11.0 10.0 7.3 0 69 250.619 WB L 6.0 11.0 10.0 7.3 F. g' 70 250.615 WB L 15.0 12.0_ 10.0 20.0 4 71 250.600 WB R 69.5 14.5 10.0 112.0 4 Curb m 72 250.576 WB R 50.0 7.0 10.0 38.9 4 Curb Q a_ 73 250.557 WB R 37.0 7.0 10.0 28.8 3 Curb F- 74 250.552 WB L 6.0 12.0 10.0 8.0 F- .8 75 250.534 WB L 6.0 12.0 10.0 8.0 - W 0 76 250.524 WB B 30.0 4.0 10.0 13.3 f 77 250.491 WB R 41.0 6.0 10.0 27.3 2 Curb 0 G 78 250.433 WB R 39.0 6.0 10.0 26.0 2.0 Curb 79 250.424 WB L 6.0 6.0 10.0 4.0 a a 80 249.950 WB Rt Shoulder 20.0 8.0 6.8 17.8 By RockyShore Dr. g City File No. PS-3)oc w N DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA i JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.07 105-4 10-18-11 STANDARD ROAD PLANS The following Standard Road Plans apply to construction work on this project. FILED Number Date Title DR-122 10-18-16 Contruction of Type "C" Concrete Adapters for Pipe Culvert Connections 2018 APR 1 7 PM 3: SO DR-303 10-17-17 Subdrains (Longitudinal) LI-103 10-21-14 Conduit and Precast Handholes CITY CLERK LI-142 04-21-15 Electrical Installation (Bases) IOWA CITY, IO RYA MI-210 10-20-15 PCC Driveway and Alleys MI-220 10-20-15 Detectable Warnings and Pedestrian Ramps PM-110 04-16-13 Line Types PM-111 04-21-15 Symbols and Legends PR-103 10-21-14 Full Depth PCC Patches with Dowels PR-140 04-21-15 Subbase Patches PR-201 10-21-14 Runouts for Resurfacing PR-202 10-21-14 Notches for Resurfacing (With or Withut Runout) PV-101 10-17-17 Joints PV-102 10-18-16 PCC Curb Details PV-103 04-19-11 Manhole Boxouts in PCC Pavement PV-202 04-16-13 Hot Mix Ashpalt Resurfacing TRAFFIC CONTROL PLAN 108-23A SW-301 10-12-14 Circular Sanitary Sewer Manhole 08-01-08 SW-401 04-21-09 Circular Storm Sewer Manhole SW-507 10-21-14 Single Open-Throat Curb Intake,Small Box 1. Through traffic will be maintained on the project at all times. SW-508 10 21 14 Single Open Throat Curb Intake, Large Box 2. Lane closures will not be permitted on the University of Iowa home football game days. They are: SW-509 10-21-14 Double Open-Throat Curb Intake, Small Box September 1, 2018 vs Northern Illinois SW-510 10-21-14 Double Open-Throat Curb Intake, Large Box September 8, 2018 vs Iowa State SW-541 10-16-12 Open-Throat Curb Intake Under Pavement September 15, 2018 vs Northern Iowa SW-545 10-18-11 Single Open-Throat Curb Intake with Extended Opening September 22, 2018 vs Wisconsin TC-1 04-16-13 Work Not Affecting Traffic (Two-Lane or Multi-Lane) September 20, 2018 vs Maryland TC-202 4 21 15 Work Within 15 ft of Traveled Way November 10, 2018 vs Northwestern November 23, 2018 vs Nebraska TC-213 04-17-12 Lane Closure with Flaggers TC-402 04-21-15 Work Within 15 ft of Traveled Way TC-418 04-17-18 Lane Closure on Divided Highway Es w 0 TC-419 04-19-16 Lane Closure on Undivided Highway zTC-420 10-16-12 Closure of Continuoius Two-Way Left Turn Lane and Adjacent Lane TC-422 04-17-18 Closure of Two Adjacent Lanes on Divided Highway E TC-601 10-18-11 Pedestrian Detour 1e8-2s 8 10-21-14 511 TRAVEL RESTRICTIONS Maint. Bridge No., Construction Projected Type of Existing Construction Measurement As Built Remarks 3 Route Direction County Location Description Feature Crossed Object Type Structure ID, Restriction Measurement Measurement or FHWA No. as Signed Measurement v o NONE v a 3 Cl) o z 0 EXISTING PAVEMENT D This Data Entry Sheet fills Tab 102-5 effective 10-16-12 CO Location Surface Base Subbase Removal Coarse Aggregate Reinforcement < Year Type Project Number Remarks ~ No. Dir. of Begin End Depth Depth Depth Depth Durability U County Route Type Type Type Type Source Type Type W Travel Milepost Milepost 11,_ IN IN IN Class O I Johnson' IA 61 BOTHI I I 19671 1 PCC let I 1 I I I I 1 I 1 1 oc CL g City File No. PS-3)o( DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.08 104-11 08-01-08 104-10 08-01-08 REBUILDING OF INTAKES AND UTILITY ACCESSES ADJUSTMENT OF FIXTURES No Location Type �' ' �Adt�/er� Location Station yp 11....LL.... LLi..VVV/// No. Type of Fixture Adjustment Station I-R1 8+75 _ SW-507 REPLACE TOP AND THROAT MH-R1 58+55 MANHOLE MAJOR ADJUSTMENT I-R2 10+27 NO INFORMATION, REVIEW IN FIELD p p p MH-R2 58+73 MANHOLE MAJOR ADJUSTMENT I-R3 12+18 SW-507 REPLACE TOP AND THROAT Z�18 APR 7 (M 3: 5 0 MH-R3 61+57 MANHOLE MAJOR ADJUSTMENT I-R4 12+91 SW-545 MODIFIED REPLACE TOP AND THROAT MH-R4 63+81 MANHOLE MAJOR ADJUSTMENT I-R5 13+39 SW-545 MODIFIED REPLACE TOP AND THROAT r��p MH-R5 65+02 MANHOLE MAJOR ADJUSTMENT CITY I-R6 15+93 SW-507 REPLACE TOP AND THROAT C IT 7 C EM MH-R6 68+59 MANHOLE MAJOR ADJUSTMENT I-R7 16+26 SW-507 REPLACE TOP AND THROAT IOWA C IT y.um MH-R7 68+95 MANHOLE MAJOR ADJUSTMENT MH-R8 68+80 MANHOLE MAJOR ADJUSTMENT I-R8 18+68 SW-509 REPLACE TOP AND THROAT MH-R9 68+54 MANHOLE MAJOR ADJUSTMENT I-R9 20+18 SW-509 REPLACE TOP AND THROAT MH-R10 68+92 MANHOLE MAJOR ADJUSTMENT I-R10 22+57 SW-507 REPLACE TOP AND THROAT MH-R11 69+24 MANHOLE MAJOR ADJUSTMENT I-Ril 22+67 SW-507 REPLACE TOP AND THROAT MH-R12 68+78 MANHOLE MINOR ADJUSTMENT - STANDARD BOXOUT PER IOWA DOT STD ROAD PLAN PV-103 I-R12 29+42 SW-507 REPLACE THROAT ONLY MH-R13 70+26 MANHOLE MINOR ADJUSTMENT - STANDARD BOXOUT PER IOWA DOT STD ROAD PLAN PV-103 I-R13 29+56 SW-507 REPLACE TOP AND THROAT MH-R14 68+54 MANHOLE MAJOR ADJUSTMENT I-R14 32+46 SW-507 REPLACE TOP AND THROAT MH-R15 71+58 MANHOLE MAJOR ADJUSTMENT I-R1S 32+63 SW-507 REPLACE TOP AND THROAT MH-R16 71+56 MANHOLE MAJOR ADJUSTMENT I-R16 35+54 SW-507 REPLACE TOP AND THROAT MH-R17 73+56 MANHOLE MAJOR ADJUSTMENT I-R17 35+66 SW-507 REPLACE TOP AND THROAT _ MH-R18 74+84 MANHOLE MAJOR ADJUSTMENT I-R18 39+46 SW-509 REPLACE TOP AND THROAT MH-R19 77+06 MANHOLE MAJOR ADJUSTMENT I-R19 39+71 SW-509 REPLACE TOP AND THROAT MH-R20 77+84 MANHOLE MAJOR ADJUSTMENT I-R20 42+36 SW-508 REPLACE TOP AND THROAT MH-R21 80+73 MANHOLE MAJOR ADJUSTMENT I-R21 43+42 SW-509 REPLACE THROAT ONLY MH-R22 83+09 MANHOLE MAJOR ADJUSTMENT I-R22 45+12 SW-507 REPLACE THROAT ONLY MH-R23 92+07 MANHOLE MAJOR ADJUSTMENT I-R23 45+38 SW-508 REPLACE THROAT ONLY MH-R24 95+50 MANHOLE MAJOR ADJUSTMENT I-R24 47+62 SW-507 REPLACE TOP AND THROAT I-R46 95+91 INTAKE MINOR ADJUSTMENT I-R25 47+79 SW-508 REPLACE THROAT ONLY MH-R25 97+59 MANHOLE MAJOR ADJUSTMENT I-R26 49+94 SW-507 REPLACE THROAT ONLY MH-R26 98+22 MANHOLE MAJOR ADJUSTMENT I-R27 50+28 SW-S08 REPLACE TOP AND THROAT MH-R27 98+22 MANHOLE MAJOR ADJUSTMENT I-R28 52+42 SW-508 REPLACE THROAT ONLY MH-R28 97+99 MANHOLE MAJOR ADJUSTMENT I-R29 52+75 SW-507 REPLACE TOP AND THROAT I-R30 56+81 SW-542 FULL REPLACEMENT. RIM = 656.55, 15" FL IN (SW) = 652.85, 18" FL OUT = 652.85 * MH-R29 102+89 MANHOLE MAJOR ADJUSTMENT MH-R30 102+48 MANHOLE MAJOR ADJUSTMENT I-R31 57+14 SW-507 REPLACE TOP AND THROAT I-R32 57+98 SW-507 REPLACE TOP AND THROAT I-R33 63+93 SW-509 REPLACE THROAT ONLY I-R34 63+96 SW-509 REPLACE TOP, BOX AND THROAT I-R35 67+17 SW-507 REPLACE THROAT ONLY I-R36 68+60 SW-541 NEW INTAKE. RIM = 655.62, FL = 650.70, FL IN = 649.62, FL OUT = 646.02 * I-R37 74+15 SW-507 REPLACE TOP AND THROAT I-R38 74+11 SW-507 REPLACE TOP AND THROAT I-R39 77+92 SW-507 REPLACE TOP AND THROAT I-R40 78+01 SW-507 REPLACE TOP, BOX AND THROAT z I-R41 81+06 SW-510 REPLACE TOP AND THROAT I-R42 81+06 SW-510 REPLACE TOP AND THROAT I-R43 89+83 SW-509 REPLACE TOP AND THROAT I-R44 89+88 SW-509 REPLACE THROAT ONLY o I-R45 97+31 SW-507 REPLACE TOP AND THROAT E I-R47 102+41 REPLACE THROAT ONLY *VERIFY ELEVATIONS PRIOR TO FABRICATION 0 $ m 3 a 0 9 104-9 04-21-15 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE W Refer to Soils Sheets o Q Refer to EW-203, EW-204, or EW-211. GO 9 *Not a bid item Z Location Longitudinal Subdrain (DR-303) Subdrain Outlet m Depth * Class "A"* Road or Shoulder Backslope Bridge Berm ® DR-303, DR-304, or DR-305 Porous Crushed Line Lane Station to Station Side D Backfill Remarks m No. O Size Length Size Length Size Length Standard Road Stone Q - Ident. Type Station IN IN FT IN FT IN FT Plan and Type CY CY ~ U 1 SBL 59+58.00 63+91.00 LT 66.0 6.0 433.0 59+58.00 DR-303 66.8 0.2 UJ 63+91.00 DR-303 0.2 z CC 17, d a . City File No. PS-3)o( Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.09 108-22 04-16-13 PAVEMENT MARKING LINE TYPES ! L E D See PM-110 *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field.BCY4: Broken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1ZI Y APR 1 7 PM 3: 5 CrLW4: Broken Lane Line (White) @ ELY4: Edge Line Left (Yellow) @ 1.00 CBW6: Crosswalk Bar (White) @ 15.00 SLW2: Stop Line (White) @ 6.00 SLW4: Solid Lane Line (White) @ 1 CET 1 GE Location Length by Lin1C ( 'IT :IOWA Dir. of Side BCY4* DCY4 NPY4** BLW4 I ELW4 !! ELY4 1 CBW6 SLW2 SLW4 DLW4 Remarks Road ID Station to Station Marking Type Travel i L _ __. .-t. -- __. _--. __. _. US HWY 6 +94.00 2+30.00 WB Waterborne/Solvent Paint L 1.36 US HWY 6 +94.00 2+30.00 _ EB Waterborne/Solvent Paint C 1.36 US HWY 6 +94.00 4+41.00 EB Waterborne/Solvent Paint R _ 3.47 US HWY 6 +94.00 4+41.00 EB Waterborne/Solvent Paint R 3.47 US HWY 6 2+30.00 3+53.00 EB Waterborne/Solvent Paint L 1.23 US HWY 6 2+30.00 4+50.00 WB Waterborne/Solvent Paint L 2.20 US HWY 6 3+12.00 3+39.00 EB Waterborne/Solvent Paint R 0.27 US HWY 6 3+53.00 4+41.00 EB Waterborne/Solvent Paint C 0.88 US HWY 6 4+43.00 4+43.00 EB Waterborne/Solvent Paint US HWY 6 5+00.00 5+00.00 BOTH Waterborne/Solvent Paint _ C 0.80 US HWY 6 4+61.00 5+31.00 BOTH Waterborne/Solvent Paint R 0.70 US HWY 6 5+00.00 5+25.00 SB Waterborne/Solvent Paint L 0.25 US HWY 6 4+84.00 4+96.00 NB Waterborne/Solvent Paint R 0.12 _ US HWY 6 4+95.00 5+07.00 NB Waterborne/Solvent Paint R 0.12 _ US HWY 6 5+07.00 5+19.00 NB Waterborne/Solvent Paint R 0.12 US HWY 6 5+56.00 5+56.00 WB Waterborne/Solvent Paint 0.45 US HWY 6 5+56.00 7+98.00 WB Waterborne/Solvent Paint R 2.42 US HWY 6 5+59.00 12+08.00 WB Waterborne/Solvent Paint C 6.49 US HWY 6 5+58.00 19+10.00 EB Waterborne/Solvent Paint R 13.52 US HWY 6 5+58.00 19+10.00 WB Waterborne/Solvent Paint L 13.52 US HWY 6 5+57.00 12+08.00 EB Waterborne/Solvent Paint R 6.51 US HWY 6 5+80.00 12+94.00 WB Waterborne/Solvent Paint 1 7.14 US HWY 6 12+17.00 19+37.00 BOTH Waterborne/Solvent Paint C 7.20 US HWY 6 19+83.00 33+84.00 BOTH Waterborne/Solvent Paint C 14.01 US HWY 6 19+83.00 33+85.00 EB Waterborne/Solvent Paint R 14.02 _ US HWY 6 19+83.00 33+85.00 WB Waterborne/Solvent Paint L _ 14.02 o US HWY 6 33+85.00 33+85.00 EB Waterborne/Solvent Paint _ R 0.24 6 US HWY 6 34+49.00 34+49.00 WB Waterborne/Solvent Paint L 0.24 US HWY 6 34+52.00 52+49.00 EB Waterborne/Solvent Paint L 17.97 US HWY 6 34+52.00 52+66.00 WB Waterborne/Solvent Paint R 18.14 US HWY 6 34+14.00 34+39.00 NB Waterborne/Solvent Paint R 0.25 f US HWY 6 34+49.00 51+43.00 BOTH Waterborne/Solvent Paint C 16.94 US HWY 6 51+50.00 52+68.00 SB Waterborne/Solvent Paint R 1.18 US HWY 6 51+50.00 52+68.00 NB Waterborne/Solvent Paint L 1.18 r. US HWY 6 52+68.00 52+68.00 SB Waterborne/Solvent Paint R 0.25 US HWY 6 52+61.00 52+61.00 SB Waterborne/Solvent Paint L 0.19 '. US HWY 6 53+13.00 53+13.00 NB Waterborne/Solvent Paint L 0.30 US HWY 6 53+15.00 57+24.00 SB Waterborne/Solvent Paint _ _ R 4.09 US HWY 6 53+15.00 56+96.00 NB Waterborne/Solvent Paint L 3.81 US HWY 6 53+15.00 56+95.00 SB Waterborne/Solvent Paint L 3.80 US HWY 6 53+15.00 56+95.00 NB Waterborne/Solvent Paint L 3.80 _ US HWY 6 55+64.00 57+27.00 SB Waterborne/Solvent Paint R 1.63 US HWY 6 55+51.00 57+06.00 SB Waterborne/Solvent Paint R 1.55 o US HWY 6 57+25.00 _ 57+25.00 SB Waterborne/Solvent Paint _ R 0.25 o US HWY 6 57+20.00 57+20.00 SB Waterborne/Solvent Paint R 0.12 US HWY 6 57+09.00 57+09.00 SB Waterborne/Solvent Paint L 0.12 co 3 US HWY 6 57+20.00 57+50.00 WB Waterborne/Solvent Paint L 0.30 H US HWY 6 57+65.00 57+95.00 EB Waterborne/Solvent Paint R 0.30 C)I US HWY 6 57+97.00 57+97.00 NB Waterborne/Solvent Paint L 0.45 Z ff US HWY 6 57+98.00 59+35.00 NB Waterborne/Solvent Paint L 1.37 o US HWY 6 57+98.00 64+87.00 SB Waterborne/Solvent Paint L 6.89 W US HWY 6 57+98.00 64+87.00 NB Waterborne/Solvent Paint R 6.89 W US HWY 6 57+98.00 68+58.00 SB Waterborne/Solvent Paint R 10.60 C'3 a $ 8 City File No. PS-3xoc Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N.RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.10 108-22 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 Fj L E D *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field. BCY4: Broken Centerline (Yellow) @ 0.25 DCY4: Double Centerline (Yellow) @ 2.00 NPY4: No Passing Zone Line (Yellow) @ 1.25 BLW4: B a Line (White) @ ELY4: Edge Line Left (Yellow) @ 1.00 CBW6: Crosswalk Bar (White) @ 15.00 SLW2: Stop Line (White) @ 6.00 SLW4: So i�dt(!JL/r- L7Jn LJeO Location Length by Line Type (Unfactored) C!)/+YlC) C Dir. of Side BCY4* DCY4 NPY4** BLW4 ELW4 ELY4 CBW6 SLW2 �O 'S�N41�LY,C�� /{ Remarks Road ID Station to Station Travel MarkingType i L C R STA _ STA STA STA STA STA STA STA STA STA US HWY 6/S.RIVERSIDE 67+15.00 68+58.00 SB Waterborne/Solvent Paint R 1.43 US HWY 6/S.RIVERSIDE 67+51.00 68+58.00 SB Waterborne/Solvent Paint R _ 1.07 US HWY 6/S.RIVERSIDE 57+98.00 68+47.00 NB Waterborne/Solvent Paint L 10.49 US HWY 6/S.RIVERSIDE 68+61.00 68+61.00 SB Waterborne/Solvent Paint 0.50 US HWY 6/S.RIVERSIDE 68+64.00 69+97.00 _ BOTH Waterborne/Solvent Paint C 1.33 US HWY 6/S.RIVERSIDE 69+48.00 69+48.00 BOTH Waterborne/Solvent Paint C 0.82 US HWY 6/S.RIVERSIDE 69+01.00 69+51.00 EB Waterborne/Solvent Paint R 0.50 US HWY 6/S.RIVERSIDE 68+73.00 69+23.00 WB Waterborne/Solvent Paint L 0.50 US HWY 6/S.RIVERSIDE 69+68.00 70+18.00 EB Waterborne/Solvent Paint L _ 0.50 US HWY 6/S.RIVERSIDE 68+76.00 69+26.00 WB Waterborne/Solvent Paint L 0.50 US HWY 6/S.RIVERSIDE 70+01.00 70+01.00 NB Waterborne/Solvent Paint L 0.12 US HWY 6/S.RIVERSIDE 70+13.00 70+13.00 NB Waterborne/Solvent Paint L _ 0.25 US HWY 6/S.RIVERSIDE 70+30.00 70+30.00 NB _ Waterborne/Solvent Paint L 0.15 US HWY 6/S.RIVERSIDE 69+95.00 72+64.00 SB Waterborne/Solvent Paint R 2.69 US HWY 6/S.RIVERSIDE 70+03.00 72+64.00 NB Waterborne/Solvent Paint L 2.61 _ US HWY 6/S.RIVERSIDE 70+02.00 71+16.00 NB Waterborne/Solvent Paint L 1.14 US HWY 6/S.RIVERSIDE 70+31.00 72+64.00 NB Waterborne/Solvent Paint L _ 2.33 US HWY 6/S.RIVERSIDE 70+06.00 85+65.00 SB Waterborne/Solvent Paint R 15.59 US HWY 6/S.RIVERSIDE 70+15.00 85+65.00 NB Waterborne/Solvent Paint L 15.50 US HWY 6/S.RIVERSIDE 72+73.00 85+65.00 BOTH Waterborne/Solvent Paint C _ 12.92 US HWY 6/S.RIVERSIDE 86+14.00 93+45.00 BOTH Waterborne/Solvent Paint C 7.31 US HWY 6/S.RIVERSIDE 86+19.00 97+45.00 SB Waterborne/Solvent Paint R 11.26 US HWY 6/S.RIVERSIDE 86+19.00 97+45.00 NB Waterborne/Solvent Paint L 11.26 _ US HWY 6/S.RIVERSIDE 93+45.00 94+81.00 SB Waterborne/Solvent Paint L 1.36 CHANNELIZED LANE US HWY 6/S.RIVERSIDE 93+45.00 94+81.00 NB Waterborne/Solvent Paint R 1.36 CHANNELIZED LANE US HWY 6/S.RIVERSIDE 94+81.00 97+45.00 BOTH Waterborne/Solvent Paint L 2.64 o US HWY 6/S.RIVERSIDE 96+31.00 97+45.00 SB Waterborne/Solvent Paint L _ 1.14 z US HWY 6/S.RIVERSIDE 97+46.00 97+46.00 Waterborne/Solvent Paint L 0.38 _ US HWY 6/S.RIVERSIDE 97+54.00 97+54.00 BOTH Waterborne/Solvent Paint C 0.80 _ P. US HWY 6/S.RIVERSIDE 97+50.00 98+00.00 WB Waterborne/Solvent Paint L 0.50 E US HWY 6/S.RIVERSIDE 97+53.00 98+28.00 BOTH Waterborne/Solvent Paint L _ 0.75 US HWY 6/S.RIVERSIDE 97+71.00 98+36.00 BOTH Waterborne/Solvent Paint R _ 0.65 US HWY 6/S.RIVERSIDE 98+00.00 98+35.00 EB Waterborne/Solvent Paint R 0.35 a US HWY 6/S.RIVERSIDE 98+43.00 98+43.00 BOTH Waterborne/Solvent Paint C 0.65 US HWY 6/S.RIVERSIDE 98+50.00 98+50.00 NB Waterborne/Solvent Paint C 0.38 US HWY 6/S.RIVERSIDE 98+50.00 102+59.00 SB Waterborne/Solvent Paint R 4.09 US HWY 6/S.RIVERSIDE 98+50.00 101+57.00 SB Waterborne/Solvent Paint R 3.07 _ US HWY 6/S.RIVERSIDE 98+50.00 101+57.00 NB Waterborne/Solvent Paint L 3.07 '' US HWY 6/S.RIVERSIDE 101+57.00 102+59.00 BOTH Waterborne/Solvent Paint C 1.02 US HWY 6/S.RIVERSIDE 101+90.00 102+59.00 SB Waterborne/Solvent Paint R 0.69 US HWY 6/S.RIVERSIDE 98+50.00 102+59.00 NB Waterborne/Solvent Paint L 4.09 62.83 11.50 185.44 7.14 44.76 5.35 7.70 19.39 _ 2.15 PROJECT TOTAL 16 0 125.66 14.38 46.36 7.14 44.76 80.25 46.20 19.39 0.71 384.84 0 U3 F- O Z n Io f o' s City File No. PS-loc DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA I JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.11 108-29 04-21-15 PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM-111 Location 111* ^ 1/�� Y +y Lot �pIdentification Station Side t 1 t 44 4 Iill XQ�Q L� SCHOOL f�IN� ST0P bHEdD ONLY BIKE L11 , `ove Cuts Remarks STAW RTAW LTAW CSRW CSLW CSTW CRLW FERW LLRW - RLRW RRCW BLSW WCSW WPSB SCLW XNGW STPW AHDW ONLW BIKW LANW XI fV!EACH US HWY 6 1+29 L 1 US HWY 6 1+62R 1 '871 n F 7 PP US HWY 6 1+99 R 1 3: 50 US HWY 6 2+3333 R 1 US HWY 6 2+70 R 1 US HWY 6 3+89 L 1 _ �� US HWY 6 4+38 L 1 � US HWY 6 4+38 L 1 T Y t V i 7A US HWY 6 5+80 L _ 1 _ _ US HWY 6 6+17 L 1 US HWY 6 6+55 L 1 US HWY 6 6+86 L 1 US HWY 6 7+30 L 1 US HWY 6/ S. RIVERSIDE 56+10 L 1 US HWY 6/ S. RIVERSIDE 56+23 R 1_ US HWY 6/ 5. RIVERSIDE 56+44 L - _ 1 US HWY 6/ S. RIVERSIDE 56+58 R 1 US HWY 6/ S. RIVERSIDE 56+85 L 1 _ US HWY 6/ S. RIVERSIDE 57+01 R _ 1 _ US HWY 6/ S. RIVERSIDE 58+21 L 1 _ _ _ US HWY 6/ 5. RIVERSIDE 58+63 L _ _ 1 US HWY 6/ S. RIVERSIDE 59+12 L 1 US HWY 6/ S. RIVERSIDE 67+68 R 1 US HWY 6/ S. RIVERSIDE 67+68 L 1 US HWY 6/ S. RIVERSIDE 68+12 R 1 US HWY 6/ S. RIVERSIDE 68+12 L . 1 US HWY 6/ S. RIVERSIDE 68+43 R 1 _ US HWY 6/ S. RIVERSIDE 68+43 L 1 US HWY 6/ S. RIVERSIDE 70+28 L 1 US HWY 6/ S. RIVERSIDE 70+57 L 1 _ _ US HWY 6/ S. RIVERSIDE 70+67 L 1 _ US HWY 6/ S. RIVERSIDE 70+86 L 1 _ US HWY 6/ S. RIVERSIDE 71+00 L _ 1 US HWY 6/ 5. RIVERSIDE 71+35 L 1 _ US HWY 6/ 5. RIVERSIDE 71+74 L _ 1 US HWY 6/ 5. RIVERSIDE 72+10 L 1 _ US HWY 6/ S. RIVERSIDE 95+11 R 1 US HWY 6/ 5. RIVERSIDE 95+21 R 1 US HWY 6/ S. RIVERSIDE 96+31 R 1 _ US HWY 6/ S. RIVERSIDE 96+38 R 1 US HWY 6/ S. RIVERSIDE 96+96 R 1 _ US HWY 6/ S. RIVERSIDE 97+35 R 1 US HWY 6/ S. RIVERSIDE 98+68 R 1 _ US HWY 6/ S. RIVERSIDE 99+53 R 1 US HWY 6/ S. RIVERSIDE 99+61 R 1 US HWY 6/ S. RIVERSIDE 100+41 R 1 _ _ US HWY 6/ S. RIVERSIDE 100+49 R 1 _ _ _ rc US HWY 6/ S. RIVERSIDE 101+34 R 1 w US HWY 6/ S. RIVERSIDE 101+42 R 1 _ - _ PROJECT TOTAL z 5 31 13 49 0 E S f ni 8 3 8. K H W 0 W t O 2 z J g W Z Z W G 0 a s City File No. PS-3xoc DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA I JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. C.12 s. SEE SHEET J_________ 1210 US IIWY 6 / 2ND STREET S.01 FOR CURB RAMP -__ LAYOUT AND ELEVATIONS - ----------------------- _ ED----' I I _ _ - -- j_____________ ''I 2°I8 APR 17 PH 3: so 2 � `ITJ� YSC RIVE 1 --__I_______________ 2+00 r __ 4+pp 5+00 6+00 BEGIN MILL/OVELAY AT CITY LIMIT LINE --- { STA. 0+79.5 I — i - { — — _— , REMOVE EXISTING MEDIAN FULL DEPTH. INSTALL FULL -'— DEPTH 10" PCC PATCH WITH 3" HMA SURFACE TO MATCH _—_` EXISTING. ----- ---- __ O WORK _— -- UNIVERSITY OF IOWA n `�, 4 a� / I `V � UNIVERSITY OF IOWA k 0 u 2 0 40 L4 s g E 1 1 a '' $v u 7+00 .i 12+00 -� 8+00 r 11+00 . — -- -- I w 1 ___`--- -___,_._,-_-.__-_— -NO WORK �_----- 0 w+ w o --__ NO WORK -- �-- - -- --- -_ _` N 47p. CC 41�` I ---------- __ --------------------------- ------- -- I UNIVERSITY OF IOWA - 0 D s City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D,01 ` !Y 75' MIN. RUNOUT PER STANDARD PLAN PR-201, TYPE R-5 (35 MPH, 3" OVERLAY) FILED —0.- 35'=L/2—..- 35'=L/ .-.F-- 2018 APR 17 PM 3: 51 I-R4 I-R7 1 Di US HWY 6 CITY CLERK sPcc urface IOWA CITY, IOWA 13+00 14+00 15+00 16+00 17+00 18+00 I I I I — I I 1 I I I I I hma 1. surface 1-G7 I-R6 IR5 J� ; \ 1054 NEWTON AVE 47 VALLEY AVE '�., 1064 NEWTON AVE r , / N ___________ .._ N v Z E 0 40 E 1 •a E d 2" MILLED HEADER MIN. 20' RUNOUT o I-R8 I-R 11 N 1 t- lily)- F„ :? i) STREET V 19+00 20+00 21+00 22+00 23+00 24+00 I I I — I I I I I I — v .0 Z c_ a I-R8 1-R10 LJJ a _--. 41 LINCOLN AVE— o 3 0 w o 41 VALLEY AVE E --' i cc y 36 VALLEY AVE co c. - �__ z , r t x N co i o' S City File No. PS-3XX Li.- DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D.02 m Ixo � o b t- a FILED rr, { �' 2�18:CT PR 1 P1 3� 51 I-R12 CLERI\ I� `y '� f1TY, WW 25+00 26+00 27+00 28+00 29+00 30+00 — I I I I I I I I I I US HWY 6 `A 4 I-R13 \ ii N US VETERANS ADMINISTRATION ----\ 34 LINCOLN AVE ,/ 1 WOOLF AVE , (----3 C----i C 0 N 0 ,:q ,,c,,, t 0 40 1 a a od I-R15 I-R17 Fiji l Gil US HWY 6 31+00 32+00 33+00 34+00 35+00 36+00 I I t I I I 1 I I I I I C a -R14 7$61- —I-R16 0 CC 0 V 2" MILLED HEADER c f MIN. 20' RUNOUT -- - cc w US VETERANS ADMINISTRATION E _.) J cc) ci E \ \ rr________\ 0. \ \ \ 5 City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D.03 N Fn. Fp F-_-_m=s1 19 2�'181�pR17 p� 3' SI 40 r i AIClTY Rk 36+00 37+00 38+00 39+00 40+00 41404 CI T YE 42+0 I I I I I I I I I I I 1 I 2" MILLED HEADER US HWY 6 MIN. 20' RUNOUT 1 RT8 _`/ US VETERANS ADMINISTRATION 7\Z\\ \\Z \ j \ .--- ---- ---------- s 0 v o z 0 f 0 a v ry 0 40 V 44+00 45+00 43+00 46+00 T AR25 ii 42+00 Us 47+00 2" MILLED HEADER N�� 6 w r MIN. 20' RUNOUT _ a 0 484.0c LA ___________ a`; US VETERANS ADMINISTRATION Fc ,a \ --__- /R24 .-�.` m i .d _ >- ) - 0 co N a D Q g City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D.04 ' ;� UNIVERSITY OF IOWA 2" MILLED HEADER UNIVERSITY OF IOWA ;;- MIN. 20' RUNOUT Z I Rz� __ --- _ e rIl 51+00 2018 a •R PH jest, 40 50+00 �— L ,2- RI�� 1> '�___ _ 52+00 CIT CLERKS IS If WY 6 OWAC A - 3 53+00 Op • 0 ,� UNIVERSITY OF IOWA o ca 0 V g ,94 UNIVERSITY OF IOWA w a 44 IOWA RIVER 'T 0 40 m . �; stt' RSIII 54+00 �' Divtee UNIVERSITY OF IOWA W - 1 . V -R32 a — - 56+00 - t Z ____ ___ 2" MILLED HEADER N. RIVERSIDE DRIVE `�________ MIN. 20' RUNOUT w _- 'f--- 57+pp MH R1 N - w 58+00 O 59+00 +(I N --- — F I I -I -I w 4 ______ OMH P2 z co a t UNIVERSITY OF IOWA ---- q - d� 1-R30 p r 2 UNIVERSITY OF IOWA f REMOVE AND REPLACE INTAKE. SEE C.09 z PRIOR TO INTERSECTION OVERLAY, cn o EXISTING ASPHALT SHALL BE m S REMOVED BY MILLING AND REPLACED S ` WITH 3" HMA BASE CityFile No. PS-3XX ) DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D.05 i --- .....________-.,------- g IOWA RIVER ' , D 0 40 ---------- I-R33 nimpR 17 ph Is, O MH-R3 O MH-R4 — ICI Y CLERK �+rTPpo W,A 0 61+00 62+00 63+00 64+00 65+00 I I I I I I ,/-- titi+00 I N. RIVERSIDE DRIVE IL 1-R34 ~ ____- UNIVERSITY OF IOWA ,r------- 1 r __ j UNIVERSITY OF IOWA /— EN EN 1 i q 1 o q v IOWA RIVER i --'--_______ RIVER __ , it IOWA ----- - W ; o c` ;i V $ ' y C5 F,yC5 e �� , g ', /c SEE SHEET �cP W S.01 FOR CURB RAMP I r' 1 J f �- LAYOUT AND ELEVATIONS -_____ ------ L-- I— '7— / S - _- -. J-R36 __ 2„ MILLED HEADER I _I N. RIVERSIDE DRIVE AT NEAREST JOINT MH-R13 laMSOR6 O MIN. 20' RUNOUT 0MH-R15 6 .+11 /-R35 MH-R7 I f-- +00 1-- 68+00 a v9+00 MH-R1 i 70+00 71+00 Z t MH-R9 MH R1 ® I F— P— MH-R16 a - )N ! E DRIP N. RIVERSID 0 9. -- _ MH-R14 W CC , t UNIVERSITY IOWA �� pcc surface 0 40 =' UNIVERSITY OF IOWA = r o 1 I �O pcc surface = % co G r / ! NtV I co 5 q�� City File No. PS-3xoc 6 ffi DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D.06 ILED_ F ____________ ______7UNIVERSITY OF IOWA �+ 3% Jr IT OW I Et . i CLERK ------------- ____j____________,,=____ _____________ I-R37 I-R40 111 N. RIVERSIDE DRIVE O MH-R17 MH-R18 73+00 74+00 O 75+00 76+00 77+00 78+00 L—D I I I - -- I I I I I I f O I MH-R19 MH-R20 © I-R39 I-R38 UNIVERSITY OF IOWA 0 Z 0 40 0 E f a UNIVERSITY OF IOWA (---\ 1-- �-- r I,R41 - L. .y a C a N 79+00 80 00 I 81+00 82+00 83+00 84+00 z N + I I I 5 j+00 —o MH-R22 E _� OMH-R21 N. RIVERSIDE DRIVE k -I- o >y i w 3 - • I-R42 0 w ../ E i 2" MILLED HEADER ---------------- - / MIN. 20' RUNOUT STA. 83+40 — 89+90: SEE ATTACHED "RIVERSIDE UNIVERSITY OF IOWA / DRIVE OVERLAY & MYRTLE INTERSECTION cn a IMPROVEMENTS PLAN" FOR QUANTITIES AND WORK INCLUDED IN THE MYRTLE DRIVE AND RIVERSIDE DRIVE i \ T ( INTERSECTION DEVELOPED BY FOTH ENGINEERING x s a City File No. PS-3XX Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N.RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D.07 j 526 S. RIVERSIDE TILED — 510 S. RIVERSIDE DR - $18APR\f7 PH ') S I UNIVERSITY OF IOWA ( A._ \i I --------------------- - 87+00 88+00 I 85+00 I N. RIVERSIDE DRIVE 84+00 _� — _ — —-- �.__:_ 7 ( i_ -,, L._ ----------- .--- ------- ------ r 1 - I -------- 529 S. `; J527 S. ;1 - 4 MMYRTLE PROJECT .._---..._._._--._— _------- RIVERSIDE DR RIVERSIDE 513 S 517 S RIVE RIVE MYRTLEI I \ RIVERSIDE , RIVERSIDE q DR — DR PROJECT I\ i I UNIVERSITY OF IOWA - i .-�_, I I \ w'a g STA. 83+40 — 89+90: SEE ATTACHED "RIVERSIDE w DRIVE OVERLAY & MYRTLE INTERSECTION IMPROVEMENTS PLAN" FOR QUANTITIES AND WORK INCLUDED IN THE g MYRTLE DRIVE AND RIVERSIDE DRIVE INTERSECTION 0 40 DEVELOPED SET BY FOTH ENGINEERING 0 600 S. RIVERSIDE DR 632 S. RIVERSIDE DR n i 62 0 S RIVERSIDE DR ---_— -- _ _-- c I 1 1 w ii , , 1 I-R4 - ----- O MH-R23 a 90+00 91+00 US HWY 6/ N. RIVERSIDE DRIVE I z t I I — — I �_ 92'00 93+00 94+00 g I _ 95+00 MH-R24 f _ I — cc I R44 0 3 , 1 , Ci 1 r it Z- , IA { 629 S. RIVERSIDE DR — co s ; PRIOR TO OVERLAY, EXISTING 0 5 ! ',, ASPHALT SHALL BE REMOVED BY _ v, MILLING AND REPLACED WITH 3" co HMA BASE s 629 S. RIVERSIDE DR Z City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D.08 I I m 702 S. RIVERSIDE DR , 804 S. RIVERSIDE DR PI y 2" MILLED HEADER ' y z AT NEAREST JOINT LF!L0 N. 20' RUNOUT \ _ ____, I I-R45 ' , 1-R47 surac 8,8jt'Apkir RSIDE DR -� O P� i . (----- MH-R25 C►Ty CLLRK / O MH-R24 !��`�1 rj�Y, t��r�11 95+00 96+00 +00 I --1-- -- - 98+00 99+00- . - 1 I , 100+00 101+1 0 MH R26 _ _ I-R46 r MH-R27 4 _ _i_____ ____T__ 731 S. RIVERSIDE DR 4 MH-R28 - I SO 801 S. RIVERSIDE DR 817 S. RIVERSIDE j DR , i rl1 I tnm �i' I i�' I I I , y h7 3" MILL AND OVERLAY OF tom'---1 o INTERIOR ASPHALT SURFACE 2" MILLED HEADER y'z PRIOR TO INTERSECTION AT NEAREST JOINT SEE SHEET S.01 FOR CURB RAMP LAYOUTgk OVERLY MIN. 20' RUNOUT AND ELEVATIONS w SEE SHEET P.01 FOR TRAFFIC SIGNAL o CONDUIT AND HANDHOLE IMPROVEMENTS w 0 40 E / 820 S. RIVERSIDE DR 1 ;v� 2" MILLED HEADER ��4� �`� ( TONRE ; JOINTMIN C - 5 STURGIS CORNER DR r' 1 1 - MH-R29 2" MILLED HEADER -------------- - U, _ O AT NEAREST JOINT c IN. 35' RUNOUT 100+00 101+00 z t - F 102+00 5 - I __ — !. I i 103 00 103+34 1 i w d o MH-R30 0 0 US II ll Y 6/N. RIVERSIDE ERSIDE DRIVE wcc w 1 1 CD___ U ; ", n 817 S. RIVERSIDE DR j j ! —_ _ 909 S. RIVERSIDE DR 923 S. RIVERSIDE DR 953 S. RIVERSIDE DR c=i� S 8 City File No. PS-3XX w I N DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. D.09 FILIi j 1111111f1210 ___ 1U18 APR ; , C!r'P CLERK 30' ! t -- -- nova cIrr. ;c,,A. 3 NPY4 '' -------------------- -- %1 LTAW Lj `� - - ----------- ---- Oo DCY4 _ 2+00 ONLW LTAW ______alawarafamilitiiiii aft `� _ lift 400 _ - 5+00 - Miftftmiimp ♦ SLW4 ♦ SLW2 -. Oft --44411111111‘ SLW4 ♦Iir Oft E RTAW PIM ONLW - -CBW6 1111 11111 1 3 411111111 a 9 C z t Y UNIVERSITY OF IOWA I ,., rtY I- Z n lli 11.1 r a. City File No. PS-3XX V l'1 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.01 - ------------------ r.z4 -- ------__,----77",",-.-"------------- -----' - - - - -- - - - - - - - - _ Z -----------------------------------------F41_ r. SLW2 ::,,,:i ♦ t I ♦ HWY , ♦ saw 5+00 s� ♦ '— I • 1 1 1 1 11 ♦ ONLW ---�- 711111111 LTAW J ELY4 __.___ SLW2 i --- --- ---- -- - CBW6 N UNIVERSITY OF IOWA N 0 40 I .72 DCY4 C - --__ — 11+00 12+00 ---- 13+00 14+00 — -- 15+00 US HWY 6 z z c Y cc ',?0,1,> I a t��d 1- ELY4 _____ r w „,„, ff UNIVERS'ITY OF IOWA E w City File No. PS-3XX Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.02 FILED BLW4 DCY4 10i8 l ? 3� 52 C APRITY CLERK 15+00 16+00 17+00 18+00 19+00 20+00 I I .I I I I —_I I I I I — I USHWY6 , --------------------------------------- % V71///, e 7 ,C' 'N / A , , _ \ TANS 0 40 6'. a BLW4 r DCY4 N_____ 20+00 21+00 22+00 23+00 — Y 24+00 25+00 Z — C'S HWY 6 P z -------------- i Y cc V7777777-7777-777777777th) I z E. \ U WEE. TY OF IO 4 /1 'I w / . /A 5 G City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.03 i \, FILED II 2018 APR 17 PH 3• 52 I I CITY CLERK I 10Y/A CITY, IOWA 0v BLW4 DCY4 - _ _ —L 26+00 27+00 \ 28+00 \ 29+00 30+00 31+00 US HjtiY 6 i 1 tj 7 , iH \ \----- i------ ( \----\ ( ---\ 0 40 0 E 2 A' m a DCY4 BLW4 s c' — — 1 31+00 — — — 32+00 r 33+00 — — 34+00 t — 35+00 36+00 - 3 r —z US Hwy 6 z 3 SLW2 Q �� — z Y cr zUS VTLRA. 'S' ADMINIS RATION .t \_ wQLu 2 \----\ 1 Lu ,, a_ a City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.04 Fn. E-D 20t8APR / 7 P 3: 52 DCY4 !0 cm/ITy ERif h. r�r , BLW4 ``, 37+00 38+00 39+00 40+00 41+00 42+00 43 US HWY 6 UNIVERSITY OF IOWA • lIlltlIllIllk g 0 40 uy BLW4 ai 141 s 1 DCY — — _ r 45+00 46 0+ 0 44+00\ 47+00 , _ 43+po —� Lr,S HWY 6 _ - _ 48 00 3 z n W -mail In Lii 5 City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.05 __________ __ IL ED AT. R/VERs404, / _______________ 2018 ApR-----w ___________ UMVERSITY OF IOV),% DCY4 CITY Ep- — - - 10 !1 CITY / 53+00 54+00 52+00 --- -- +00 iiir ----- US HWY 6 —� -- - - - - SLW2 -------- -- — ELY4 --- _ ELY4 Z -" - . - INIVF,RSITY OF IOWA Z ''' '' / / �O i x D� // i. IOWA AVENUE j. 0 40 - BLW4 1 , o LTAW \' `'` ' , J i 1' — 1 I BLW - I ! _�70 5 , QD 4 I 59+00 _ /44111tir -- ----__.� 57+OC� 0 �� ��- ER SID —DDT--- g ELY4 — oe = z ELY4�i + I cc Q UNIVERSITY OF IOWA -" � 4 i ONLW I z w 5 wommiimelil ! I 2 SLW2 ( SLW4 w 11'F,k�'TO. ' ROAD z City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.06 4 , ___________ BLW4 61+00 _ 62+00 �. rf �■ 64+00 --- _ 65+p0 .. 11 US HWY - - / RIVERSIDE DR -------------- __ ELY4 ------------------- ------------------------------------------ ---------------------------------------- ----------- UNIVERSITY OF IOWA N ELY4 n - r ------------- Cr Z N.: HAT 1/ ,& \ = -- DI' 'LI1b"GTOA. S7 '' , _ __________ RTAW I > _ _ \__4,\___\:_\ .\\\ T7iiIINLV - — MMENEwimmill 23 All BLW4 ; — 11 1111 111j11111 ,► Aft US HiF'Y 6/S. RIVERSIDE DR 72+00 I ' i i /� 11»� 00 69+ e 70 10 liar 'N' ______7_ --- — ---- / \ --- LTAW c ELY4 — - cc ONLW ----- ELY4 r / SLW4 \ z a LTAW DLW4 z , ONLW ;�' SLW4 lIh'I6'LRSITY OF IOWA i GRAN! A VENUE % City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION I STATE OF IOWA I JOHNSON COUNTY I ASPHALT RESURFACING 2018 US HWY 6 (N. RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.07 \\\\\\\\\\\\\\\\\\\\ UNIVERSITY OF IOWA LED \ w4 Pi dry / \\\\ ��\\\ N\ 1CY4_ nu/CITY R�A cuy_ 778+00 7+00 74+00 73+00 — US IIWY 6/S. RIVERSIDE DR _ - g 0 40 STATE OF IOWA BLW4 0 fl n DCY4 - - - co 80+00 81+00 82+00 83+00 84+00 79+00 f I F Y � US HWY 6/S. RIVERSIDE DR z ----------------------------------------------------------------------------- 3 E Z c f Y f, \ W H 3 ti. z ' W d � aQ City File No. PS-3XX DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION I STATE OF IOWA I JOHNSON COUNTY ASPHALT RESURFACING 2018 US HWY 6(N. RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.08 . \\\\ ,\„ , V_ 0 FILED 2018APR17Pt3: 52 n 7"---- r--. I w4 I iDCY4 Iiliii Cli' CLE 1 - ----7-/------------------------------- A . . 9 A -- US HWY 6/S. RIVERSIDE D 85+00 86+00 87+00 88+00 89+00 84+00 I I -' I I I 90+1 \ \ , i ; S, 4' 0 40 J N\\\\\\\ e BLW4 I CHY8 I g DCY4 --------------- ` �mi \ — \\\\\\\\\�\N o { A _ -- _ ) i \\ - - - 94+00 4%6\ 89+00 90+00 ` 91+00 92+00 93+00 I --� _� � I i C MINEML I i I Y iI US HWY 6/S. RIVERSIDE DR / — 3 I f .-------------------- ----- , z.,\-----------__ o= Q cl \ %, 1111 I-- z w w f ‘ ', Q a_ a , 3 City File No. PS-3XX G - DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.09 \ \ ' \ NPY4 \ BLW4 LTAW NPY4 ` LTAW \\\\\\\ \ I 1 E CHY8 I _ 2Q18 1 I DCY4 \ — -- \\\\\\\\\\\\\N —AA ,A ''.—rgilrmMMIIIIMIIIW _ 111 1 1 1 1 1 1 1 1 1 �1. IT ::/0 wA WI 94+00 0. 96+00 N, I I 97+00 98+00 ,� 9+00 -� 1 r - '� 10 _ -- - 0 _ ill US H Y.F' /S, RIVER,SIDE DR . _ _____s____ __: AIL ELY, /T` �_. SLW2-- __ 1111111111 NPY4 E. II / /i I i i i r _ ,,, g ,,, "_ I 0 40 LTAW J NPY4 BLW4 STURGIS l oA CORNER E jDRE a \s,_._L _ ,,,,,. i - , - _ __ gg+p 100+00 101+00 102I+00 _ __ -__-_ 103+00 103+34 1 .0 f I I � rI ______________ Y e� 3 US HWY 6/S. RIVERSIDE DRLi L 1 ,. L ____- ____________ z 0, _ . ____.— Q _ ,_ Z iu n W ���� \ a l\\\ \\\\\\ \ I i\ x i r' I L V City File No. PS-3XX 6 w DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION I STATE OF IOWA I JOHNSON COUNTY I ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. K.10 /\ INF -- ,:-ca- kJ c. Ak. E r/02 S. RIVERSIDE-_DR__.__.__. 731 S. RIVERSIDE DR 1 A P 0 20 ,,.- ,iir CABLE �" -�CITY POWER CONTROL Interconnect Tracer l i rA ONH CRT to CRT DIST. 3c#18 • From To lc#10 9c#14 Remarks .�. Mar ■QO (OHE) (PEN #14 4c#14 5c#14 7c#14 (PED) Terra 24 CT is#10 b NO WORK TO BE •(Video) I�j CONDUCTED IN NE CORNER OF ,„../ Control 02 5 30 30 30 15 5 TRENCHED ® b ®• # INTERSECTION M ® 97 291 776 388 194 97 BORED TRENCH: 35' — (3)2" PVC .44" ti O El 10 30 30 20 10 10 TRENCHED V M M 76 304 76 76 76 BORED O I= 5 15 15 10 5 5 TRENCHED © I=1 5 15 20 10 5 5 TRENCHED i''l TRENCH: 20' 2' PVC I STREET TOTAL LENGTH 198 381 1175 534 305 198 C:: ON - f- BE D EXISTING HH-5 TO CONDUIT -.......-------_.._ ------- ' iti41" G r REMAIN. CONNECT NEW CONDOR TO CRT to TRENCH PUSHED gill* EXISTING HH-5. From To Remarks REMOVE CABLE. CRT DIST. 2" 3" 4" 3" 4" STfil Control OZ 5 5 0 97 97 NEW HH-6 TTI EXISTING CONDUIT O I=1 10 10 POLE® 1 TO REMAIN II O 76 76 © I= 5 5 I - \ © I= 5 5 O 0 12-5c#14 (SIG) E NORTH IT Conduit Installed Now for BENTON STREET 6-9414 (PED) © PLUG END 30 105 - Future Use-Plug and Cap End 8-1C 10 (OHE) © WEST IT Conduit Installed Now for T I=� 3-3c#18 (VIDEO) w PLUG END 20 20 Future Use-Connect with HH-5 0 u 6 w NEW HH-2 EtagEI REMOVE TOTAL 125 101 0 0 97 4-5c •(SIG) HH-3 I O� -, 2-9c (PED) I = 1-3c#18 (VIDEO) yy 47D " - /'i $ IT/INTERCONNECT HANDHOLE/SPLICE ENCLOSURE QUANTITIES — -� /r 11001111 • 804 S. WATERPROOF I ( '_'''—����!?�� 4PA,P1. v • HANDHOLE LOCATION TYPE SPLICE COMMENTS .. E— E , y RIVERSIDE DR �-G -�► a ENCLOSURES ■■■�.�i r �/ E. E� / in , REMOVE v El Existing Circular Concrete Remove ' W-'��/ u -----'""-----"11H=1- PP- OO T.SIG al)s 02 36"x24"(30"Depth) 1 New ' I= 36"x24"(30"Depth) 1 New NEW HH-4 1 II A PIQRE 97' ' PVC I TRENCH: 1-10' 3' PVC VI j / 1i.' 1-97' ' PVC ► 3-Sc�14 (SIG) V) ® 36"x24"(30"Depth) 1 New 4- OLE 1 H o _ ' 1111111 8-5c#14 (SIG) Al`! O 2-9414 (PED) W 1 Existing Circular Concrete 1 Existing to Remain t;a. — . ' y 4-9c{N14 (PED) .1) 3-1c�10 (OHE) W 3-5c#14 (SIG) ■ 3-1c#10 (OHE) 1 1-3c#18 (VIDEO) _ © 30"x48"(36"Depth) 1 New cn - 2-9414 (PED) " 2-3c;18 DEO) I I J All new handholes to include:QUAZITE ENCLOSURE Meeting ANCI TIER 22 Box and ANCI TIER 15 Lid 3—ic1 (OHE) ■ 1-3c{�16 (VIDEO) POLE02 ■ I I I EXISTING POWER a ratings per projedspecifications I FEED TO Cl) 801 S. RIVERSIDE DR ■ CONTROLLER TO Om REMAIN. RECONNECT TO HH-2. 1- s City File No. PS-3)oc N DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N.RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. P.01 r-. Fit, E� Vfi 2018 APR 7 Pm 3. m . 53 —, ,c,„D --Th IQ Wil CITV-Rh 'k-- , R1110 (R1106) R1109 T<t 0 R1108 1►` �w R1107 :44. / 0 f o I rTh / , (R1105) ��O ® �� / �, S (R1 Y /A ogogoo. A :.AAA R1103) R1113 ° °ggg,o \\\ 6 U GEED R1102 S x. 41'�y 6, R1116 R1101 R1100 Z F a b Y N r a f v 2 a C s w N w --_. 3 $ Pi m n E. m i cc U a GCity File No. PS-)00( DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. S.01 _-- - FILED z - - -- — 2Q18 APR sDiMa pmiii=iiii BierivCLERK _ o icy IOWA CITY. IOWA --I 1 I co I (R2112) I CR2113) R2114) R2111 I R2115 —ram R2110) R2109) CR2116 R2107 Z �2106 (R2108) d a O R2105 s a R2100 /' I R2104> r R2103 E 3 \ o k N ° 4 D R2101 0 R2102 C 0 `§ m cc n 'a U City File No. PS-)00C Z DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. S.02 a" tt. 4Li 4184PR17 Pm _ 3. 53 RIVE t f - - �� I�ERSIDED 10141TlLYERK 1 (R2202) R2203 /AM (R2201) R2200 s R2401 o y w (R2403 R2402 R240 44 �- w a .00000. f R2412 44 oo:E as_ /// h a rn GEED I ^V w A C E C5 0 ' CR240�1 ".,I 3cn E R2405 (R2406 R2409) R2410) o Z. Pi CR2408* 0 10 CR2407 i a a m M�M g 50 "ti m 3 G 0 g City File No. PS-XXX 6 DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. S.03 (R3108) — R31��7 R3205 R32 (R3109 R3' 06� R3207 (R3110 R32 09 ,iv IIIV , 0 10' :R3112 (R3111 �, • d t R3104� ° „�..� R3210 ' ' 3 R3203 r°000 1 ; i °•0°.0. ° •WA tI R32f R3202 � (R3211) °°/ R310* (R311�l GOD - -SA Vi0w0° °°g°a O R3102) °°0 °° OA0 (R3115 N� �9,$.P R3101) — ° °.o = ST � ,� R310 (R3200 (R3419 I R2 ei�M R3319 ' ' , (R3418 I i ° R332 " o ` ��'0� � ,'',,R3420 : R3 \ R3421 \ " — - /341 °° t� • _ R3404) ° ° WEN) 00 °$°e°Qoo. R3403 i _ .*a - .316 R3400 (R3300 R3 1) _ GEED oo,: 2 (R3413� (R2 _ I ��� i R331) PI QM) a PI ©Ts, R3401 1 R3301 y (R3411 ' \ I R3302 R3312 (R3410 N \ R34o2) I 1:3303 1 (R3409 R3405 )7 --: �' (R3304 �'' \ i (R3408tel (R3305 I R3 09 Cc oot 1 i Cl)(Z ) ! CR3406� R3 06 I ! _ b DO (;R34075 — b I i I a (Z:) CC m P R3308* n R330 o �� i c/LX / I City File No. Z - LI DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6(N. RIVERSIDE DRIVE)-ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. S.04 ill ED 113-10 SIDEWALK COMPLIANCE Zplp ppR I1 PM 3. 53 04 is-17 See S Sheets q * Does not include curb CITY CLERK 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. [���-}� �/ z Refer to tabulation 113-01 for bid quantities. tQ\il� ��� 1 FOR INFORMATION ONLY: " PCC Distance* A Elevation Slope Acceptable Staking Required on Measured Slope VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range this Quadrant? Initials Remarks FT FT v o uAo (� q Point Station Offset Elevation R1100 R1102 Ramp Running Slope 6 9.10 0.46 5.1% 0.5% to 8.3% , R1100 4+82.00 -45.75 652.37E R1101 R1102 Sidewalk Running Slope 4 7.05 -0.04 -0.6% 0.5% to 5.0% R1101 4+86.00 -48.36 652.87 R1103 R1106 Sidewalk Running Slope 4 8.29 0.14 1.7% 0.5% to 5.0% R1102 4+83.00 -54.79 652.83 R1104 R1105 Match Existing Cross Slope 4 4.22 0.17 4.0% Match Existing R1103 4+98.00 -61.65 652.47 R1105 R1106 Sidewalk Running Slope 4 9.77 0.24 2.5% 0.5% to 5.0% R1104 5+00.00 -68.62 652.20 R1106 R1107 Sidewalk Running Slope 4 5.94 0.29 4.9% 0.5% to 5.0% Yes R1105 4+96.00 -69.71 652.37 R1107 R1108 Landing/Turning Space 4 8.00 0.00 0.0% 0.1% to 2.0% R1106 4+90.00 -62.39 652.61 R1108 R1109 Sidewalk Running Slope 4 6.70 _ 0.29 4.3% 0.5% to 5.0% Yes R1107 4+83.00 -62.70 652.90 R1109 R1110 Match Existing Cross Slope _ 4 7.86 0.04 0.5% Match Existing R1108 4+75.00 -63.11 652.90 R1112 R1113 Ramp Running Slope 6 11.31 -0.50 -4.4% 0.5% to 8.3% R1109 4+68.00 -63.40 653.19 R1111 R1102 Ramp Cross Slope 6 8.00 0.00 0.0% 0.1% to 2.0% R1110 4+68.00 -55.58 653.23 R1108 R1111 Landing/Turning Space 4 7.95 -0.07 -0.9% 0.1% to 2.0% R1111 4+75.00 -55.19 652.83 R1102 R1107 Landing/Turning Space 4 7.95 0.07 0.9% 0.1% to 2.0% R1112 4+72.00 -44.33 652.99 R1113 4+73.00 -43.95 652.49 R2100 R2103 Landing/Turning Space 4 5.90 0.09 1.5% 0.1% to 2.0% , R2100 68+69.00 -56.06 655.93 R2117 R2104 Landing/Turning Space 4 6.80 0.10 1.5% 0.1% to 2.0% R2101 68+75.00 -72.80 657.12 R2100 R2117 Landing/Turning Space 4 5.00 -0.06 -1.2% 0.1% to 2.0% R2102 68+68.00 -73.65 657.23 R2103 R2104 Landing/Turning Space 4 5.08 -0.05 -1.0% 0.1% to 2.0% R2103 68+64.00 -58.90 656.02 R2101 R2102 Match Existing Cross Slope 4 7.56 0.11 1.5% Match Existing R2104 68+61.00 -54.94 655.97 R2100 R2102 Sidewalk Running Slope 4 17.60 1.30 7.4% 0.5% to 8.4% R2105 68+56.00 -50.65 655.77 R2102 R2103 Sidewalk Running Slope 4 15.18 -1.21 -8.0% 0.5%to 9% R2106 68+50.00 -46.64 656.04 R2104 R2105 Sidewalk Running Slope 4 6.45 -0.20 -3.1% 0.5% to 5.0% R2107 68+44.00 -44.89 656.04 R2105 R2116 Sidewalk Cross Slope 4 7.23 0.00 0.0% 0.5% to 2.0% R2108 68+20.00 -44.57 656.36 R2105 R2106 Sidewalk Running Slope 4 6.78 0.27 4.0% 0.5% to 5.0% R2109 67+97.00 -44.50 655.76 R2106 R2107 Sidewalk Running Slope 4 7.13 0.00 0.0% 0.5% to 5.0% R2110 67+89.00 -44.44 655.92 a R2115 R2106 Sidewalk Cross Slope 4 6.09 -0.08 -1.3% 0.5% to 2.0% R2111 67+89.00 -38.44 655.79 1 R2114 R2107 Sidewalk Cross Slope 4 6.03 -0.08 -1.3% 0.5% to 2.0% _ R2112 67+97.00 -38.50 655.67 a R2107 R2108 Sidewalk Running Slope 4 23.69 0.32 1.4% 0.5% to 5.0% R2113 68+19.00 -38.58 656.27 6 R2108 R2113 Sidewalk Cross Slope 4 _ 6.00 -0.09 -1.5% 0.5% to 2.0% R2114 68+45.00 -39.01 656.12 f R2108 R2109 Sidewalk Running Slope 4 22.23 -0.60 -2.7% 0.5% to 5.0% R2115 68+52.00 -40.59 656.12 R2109 R2112 Sidewalk Cross Slope 4 6.00 -0.09 -1.5% 0.5% to 2.0% R2116 68+60.00 -44.93 655.77 a R2109 R2110 Sidewalk Running Slope 4 8.00 0.16 2.0% 0.5% to 5.0% R2117 68+67.00 -51.70 655.87 R2110 R2111 Match Existing Cross Slope 4 6.00 -0.13 -2.2% Match Existing R2111 R2112 Sidewalk Running Slope 4 8.00 -0.12 -1.5% 0.5% to 5.0% R R2112 R2113 Sidewalk Running Slope 4 22.20 0.60 2.7% 0.5% to 5.0% R2113 R2114 Sidewalk Running Slope 4 25.17 -0.15 -0.6% 0.5% to 5.0% g' R2115 R2116 Sidewalk Running Slope 4 9.16 -0.35 -3.8% 0.5% to 5.0% R2116 R2117 Sidewalk Running Slope 4 9.56 0.10 1.0% 0.5% to 5.0% 0 E R2200 R2201 Landing/Turning Space 4 12.55 0.05 0.4% 0.1% to 2.0% R2200 69+42.00 -52.00 655.92 R2201 R2202 Landing/Turning Space 4 5.76 0.08 1.4% 0.1% to 2.0% R2201 69+29.00 -52.87 655.97 „ R2202 R2203 Landing/Turning Space 4 _ 8.61 -0.07 -0.8% 0.1% to 2.0% R2202 69+30.00 -47.20 656.05 1 R2203 R2200 Landing/Turning Space 4 6.30 -0.06 - 0 -1.0% 0.1% to 2.0% R2203 69+39.00 -46.41 655.98 0 9, R2400 R2413 Ramp Running Slope 6 5.00 0.38 7.6% 0.5% to 8.3% Yes R2400 70+24.00 -58.15 655.80 R2401 R2402 Ramp Running Slope 6 5.00 0.33 6.6% 0.5% to 8.3% R2401 70+28.00 -54.74 655.93 d R2402 R2413 Ramp Cross Slope 6 5.10 -0.08 -1.6% 0.1% to 2.0% Yes R2402 70+32.00 -58.51 656.26 a R2401 R2403 Sidewalk Running Slope 4 8.82 -0.67 -7.6% 0.5% to 8.6% R2403 70+36.00 -50.94 655.26 a. R2403 R2404 Match Existing Cross Slope 4 14.39 0.35 2.4% Match Existing _ R2404 70+39.00 -65.16 655.61 i. R2404 R2407 Sidewalk Running Slope 4 8.07 1.23 15.2% 0.5% to 16.2% _ R2405 70+35.00 -61.45 656.32 w R2407 R2408 Sidewalk Running Slope 4 0.85 0.01 1.2% 0.5% to 5.0% R2406 70+31.00 -64.83 656.24 u R2408 R2409 Sidewalk Running Slope 4 3.05 0.02 0.7% 0.5% to 5.0% R2407 70+30.00 -66.48 656.84 o R2409 R2410 Match Existing Cross Slope 4 8.33 -0.11 -1.3% Match Existing R2408 70+30.00 -67.32 656.85 R2410 R2411 Sidewalk Running Slope 4 10.95 -0.44 _ -4.0% 0.5% to 5.0% _ R2409 70+28.00 -69.51 656.87 s R2411 R2412 Sidewalk Running Slope 4 0.59 -0.02 -3.4% 0.5% to 5.0% R2410 70+19.00 -70.90 656.76 : m R2412 R2413 Sidewalk Running Slope 4 2.71 -0.12 -4.4% 0.5% to 5.0% Yes R2411 70+23.00 -60.45 656.32 0 .- R2405 R2406 Landing/Turning Space 4 5.00 -0.08 -1.6% 0.1% to 2.0% Yes _R2412 70+22.00 -60.04 656.30 .2 _ - R2413 70+28.00 -61.87 656.18 CL S .I V CC 0 co cc C D 17, U a g City File No. PS-XXX DESIGN TEAM CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N, RIVERSIDE DRIVE)- ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. S.05 FTLED- 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets 7018 APR PM 3' 53 * Does not include curb a Staking orequired equiredibyn Con Contracting bAuAuthority per quantities. Article2511.03 of the Standard Specifications.R (� IOWA CITY, IOWA FOR INFORMATION ONLY: PCC Acceptable Staking Required on VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Distance* Elevation Slope Constructed Range this Quadrant? Measured Slope Initials Remarks O Point Station Offset Elevation FT FT % Pos. or Neg. O R1100 R1102 Ramp Running Slope 6 9.10 0.46 5.1% 0.5% to 8.3% R1100 4+82.00 -45.75 652.37 R3100 R3115 Ramp Running Slope 6 9.72 0.15 1.5% 0.5% to 8.3% R3100 97+72.00 49.66 648.20 R3101 R3102 Ramp Running Slope 6 4.83 0.11 2.3% 0.5% to 8.3% ,R3101 97+67.00 43.53 648.24 R3103 R3102 Ramp Running Slope 6 4.33 0.23 5.3% 0.5% to 8.3% R3102 97+62.00 43.42 648.35 R3104 R3105 Ramp Running Slope 6 7.32 0.38 5.2% 0.5% to 8.3% R3103 97+61.00 39.15 648.12 R3115 R3102 Ramp Cross Slope 6 6.00 0.00 0.0% 0.1% to 2.0% R3104 97+55.00 36.10 648.07 R3115 R3110 Landing/Turning Space 4 6.00 0.10 1.7% 0.1% to 2.0% Yes R3105 97+56.00 43.25 648.45 R3110 R3105 Landing/Turning Space 4 6.00 0.00 0.0% 0.1% to 2.0% R3106 97+52.00 46.79 648.46 R3102 R3105 Ramp Cross Slope 6 6.00 0.10 1.7% 0.1% to 2.0% Yes 'R3107 97+46.00 48.07 648.41 R3105 R3106 Sidewalk Running Slope 4 5.78 0.01 0.2% 0.5% to 5.0% R3108 97+46.00 54.10 648.49 R3106 R3107 Sidewalk Running Slope 4 6.35 -0.05 -0.8% 0.5% to 5.0% R3109 97+53.00 52.68 648.55 R3107 R3108 Match Existing Cross Slope 4 6.00 0.08 1.3% Match Existing R3110 97+56.00 49.20 648.45 R3108 R3109 Sidewalk Running Slope 4 7.41 _ 0.06 0.8% 0.5% to 5.0% R3111 97+57.00 55.48 648.75 R3109 R3106 Sidewalk Cross Slope 4 6.00 -0.09 -1.5% 0.5% to 2.0% R3112 97+57.00 73.79 649.24 R3109 R3111 Sidewalk Running Slope 4 5.84 0.20 3.4% 0.5% to 5.0% R3113 97+62.00 74.22 649.16 R3111 R3112 Sidewalk Running Slope 4 18.33 0.49 2.7% 0.5% to 5.0% R3114 97+63.00 55.68 648.66 R3112 R3113 Match Existing Cross Slope 4 6.00 -0.08 -1.3% Match Existing _ R3115 97+62.00 49.42 648.35 R3114 R3111 Sidewalk Cross Slope 4 6.00 0.09 1.5% 0.5% to 2.0% R3114 R3115 Sidewalk Running Slope 4 6.33 -0.31 -4.9% 0.5% to 5.0% Yes R3200 R3211 Crosswalk Cross Slope - Yield Condition 6 17.69 0.06 0.3% 0.0% to 2.0% R3200 97+49.91 -48.56 647.52 R3200 R3201 Ramp Running Slope - 6 9.04 0.37 4.1% 0.5% to 8.3% R3201 97+40.89 -49.23 647.89 a R3201 R3210 Landing/Turning Space 4 8.36 0.13 1.6% 0.1% to 2.0% Yes R3202 97+35.12 -55.09 648.02 I. R3201 R3202 Landing/Turning Space 4 8.11 0.13 1.6% 0.1% to 2.0% Yes R3203 97+29.82 -60.30 648.18 3 R3202 R3206 Landing/Turning Space 4 9.05 0.02 0.2% 0.1% to 2.0% R3204 97+23.81 -55.46 648.10 z R3202 R3203 Sidewalk Running Slope 4 7.46 0.16 2.1% 0.5% to 5.0% R3205 97+27.09 -55.43 648.05 f R3203 R3204 Match Existing Cross Slope 4 7.72 -0.08 -1.0% - Match Existing R3206 97+29.13 -48.30 648.04 R3204 R3205 Sidewalk Running Slope 4 4.46 -0.05 -1.1% 0.5% to 5.0% R3207 97+30.06 -45.93 648.07 R3205 R3206 Sidewalk Running Slope 4 4.60 -0.01 -0.2% 0.5% to 5.0% R3208 97+33.85 -45.83 648.07 R3206 R3207 Landing/Turning Space 4 2.44 0.03 1.2% 0.1% to 2.0% R3209 97+33.88 -43.05 648.04 2 R3207 R3208 Landing/Turning Space 4 3.84 0.00 0.0% 0.1% to 2.0% R3210 97+35.34 -43.03 648.02 R3208 R3209 Landing/Turning Space 4 2.94 -0.03 -1.0% 0.1% to 2.0% R3211 97+38.75 -34.80 647.58 R3209 R3210 Landing/Turning Space 4 1.32 -0.02 -1.5% 0.1% to 2.0% t R3210 R3211 Ramp Running Slope 6 8.91 -0.44 - -4.9% 0.5% to 8.3% S o R3300 R3301 Ramp Running Slope 6 2.96 0.05 1.7% 0.5% to 8.3% R3300 98+47.42 -30.05 648.20 R3300 R3302 Ramp Running Slope 6 5.38 0.10 1.9% _ 0.5% to 8.3% R3301 98+50.39 -30.53 648.25 ">_ R3300 R3314 Ramp Running Slope - 6 10.87 0.15 1.4% 0.5% to 8.3% R3302 98+50.46 34.49 648.30 R3300 R3322 Crosswalk Cross Slope - Yield Condition 6 24.24 -0.45 -1.9% 0.0% to 2.0% R3303 98+58.88 -30.36 648.34 Ta R3301 R3302 Sidewalk Cross Slope 4 3.96 0.05 1.3% _ 0.5% to 2.0% R3304 98+58.83 -34.64 648.38 $ R3301 R3303 Sidewalk Running Slope 4 8.49 0.09 1.1% 0.5% to 5.0% R3305 98+60.64 -34.71 648.40 2 R3302 R3314 Landing/Turning Space 4 6.00 0.05 0.8% 0.1% to 2.0% R3306 98+75.72 -40.29 648.60 d R3302 R3304 Landing/Turning Space 4 8.37 0.08 1.0% 0.1% to 2.0% R3307 98+85.05 -43.67 649.06 R3303 R3304 Sidewalk Cross Slope 4 4.28 0.04 0.9% 0.5% to 2.0% R3308 98+84.98 -49.67 649.14 R3304 R3305 Landing/Turning Space 4 1.82 0.02 1.1% 0.1% to 2.0% - R3309 98+72.76 -45.21 648.62 r R3304 R3311 Landing/Turning Space 4 5.96 0.02 0.3% 0.1% to 2.0% R3310 98+60.55 -45.60 648.41 R3305 R3310 Landing/Turning Space 4 5.95 0.01 0.2% 0.1% to 2.0% R3311 98+58.77 -40.61 648.40 R3305 R3306 Sidewalk Running Slope 4 16.11 0.20 1.2% 0.5% to 5.0% R3312 98+58.64 -49.56 648.45 ;v R3306 R3307 Sidewalk Running Slope 4 9.93 0.46 4.6% 0.5% to 5.0% Yes R3313 98+50.63 -49.46 648.42 3 R3314 98+50.55 -40.46 648.35 R3315 98+42.34 -40.74 648.15 R3306 R3309 Sidewalk Cross Slope 4 6.00 0.02 0.3% 0.5% to 2.0% 3 R3307 R3308 Match Existing Cross Slope 4 6.00 0.08 1.3% Match Existing R3308 R3309 Sidewalk Running Slope 4 13.48 -0.52 -3.9% 0.5% to 5.0% R3316 98+41.10 -46.60 648.05 E_ o R3309 R3310 Sidewalk Running Slope 4 12.56 -0.21 -1.7% 0.5% to 5.0% R3317 98+39.97 -52.35 648.11 R3310 R3311 Landing/Turning Space 4 1.77 -0.01 -0.6% 0.1% to 2.0% R3318 98+39.62 -58.90 648.41 0 g R3311 R3314 Landing/Turning Space 4 8.23 -0.05 -0.6% 0.1% to 2.0% R3319 98+33.83 57.54 648.28 R3311 R3312 Sidewalk Cross Slope 4 8.95 0.05 0.6% 0.5% to 2.0% R3320 98+35.07 -51.28 648.07 m R3312 R3313 Sidewalk Running Slope 4 8.01 -0.03 -0.4% 0.5% to 5.0% R3321 98+36.17 -45.74 648.00 a R3313 _ R3314 Sidewalk Cross Slope 4 8.97 -0.07 -0.8% 0.5% to 2.0% R3322 98+29.08 -45.88 647.75 2 co cc 0 a 6 g City File No. PS-XXX Z e DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) -ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. S.06 .FILED 113-10 SIDEWALK COMPLIANCE lots APR 17 PSI 3: 53 e4-16-17 See S Sheets �* Does not include curb CITY CLERK u Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid quantities. IOWA C IT Y� 1 O5, �e A ! YIh1 FOR INFORMATION ONLY: PCC Distance* Elevation Slope Acceptable Staking Required on Measured Slope VALUES USED TO DETERMINE DESIGNED SLOPES Point to Point Sidewalk Designation Sidewalk Constructed Range this Quadrant? Initials Remarks O FT FT % Pos. or Neg. O % Point Station Offset Elevation R3314 R3315 Ramp Running Slope 6 8.21 -0.20 -2.4% 0.5% to 8.3% R3315 R3316 Ramp Running Slope 6 5.99 -0.10 -1.7% 0.5% to 8.3% R3316 R3317 Landing/Turning Space 4 5.81 0.06 1.0% 0.1% to 2.0% R3317 R3318 Sidewalk Running Slope 4 6.07 0.30 4.9% 0.5% to 5.0% Yes R3318 R3319 Match Existing Cross Slope 4 4.95 -0.13 -2.6% Match Existing R3319 R3320 Sidewalk Running Slope 4 6.45 -0.21 -3.3% 0.5% to 5.0% R3320 R3317 Landing/Turning Space 4 4.97 0.04 0.8% 0.1% to 2.0% R3320 R3321 Landing/Turning Space 4 5.58 -0.07 -1.3% 0.1% to 2.0% - R3321 R3316 Landing/Turning Space 4 5.00 0.05 1.0% 0.1% to 2.0% R3321 R3322 Ramp Running Slope 6 7.10 -0.25 -3.5% 0.5% to 8.3% R3400 R3421 Crosswalk Cross Slope - Yield Condition 6 14.67 -0.02 -0.1% 0.0% to 2.0% R3400 98+44.55 39.69 648.37 R3400 R3403 Ramp Running Slope 6 5.26 0.14 2.7% 0.5% to 8.3% R3401 98+48.64 38.13 648.40 R3400 R3404 Ramp Running Slope 6 8.03 0.16 2.0% 0.5% to 8.3% R3402 98+48.72 44.84 648.52 R3400 R3401 Ramp Running Slope 6 4.35 0.03 0.7% 0.5% to 8.3% R3403 98+44.92 44.75 648.51 R3400 R3402 Ramp Running Slope 6 5.96 0.15 2.5% 0.5% to 8.3% R3404 98+45.96 47.67 648.53 R3401 R3402 Ramp Cross Slope 6 6.78 0.12 1.8% 0.1% to 2.0% Yes R3405 98+61.70 34.58 648.45 R3401 R3405 Sidewalk Running Slope 4 13.63 0.05 0.4% 0.5% to 5.0% R3406 98+72.17 34.94 648.50 R3405 R3406 Sidewalk Running Slope 4 10.40 0.05 0.5% 0.5% to 5.0% R3407 98+71.97 43.44 648.68 R3405 R3408 Sidewalk Cross Slope 4 9.55 0.16 1.7% 0.5% to 2.0% Yes R3408 98+65.12 43.52 648.61 R3406 R3407 Match Existing Cross Slope 4 8.50 0.18 2.1% Match Existing _ R3409 98+47.60 47.59 648.55 R3407 R3408 Sidewalk Running Slope 4 6.87 -0.07 -1.0% 0.5% to 5.0% R3410 98+52.29 59.97 648.58 R3408 R3402 Sidewalk Running Slope 4 17.40 -0.09 -0.5% 0.5% to 5.0% R3411 98+40.65 55.87 648.52 71 R3409 R3411 Ramp Cross Slope 6 10.81 -0.03 -0.3% 0.1% to 2.0% R3412 98+40.51 59.56 648.49 o R3409 R3404 Ramp Running Slope 6 2.65 -0.02 -0.8% 0.5% to 8.3% R3413 98+39.42 81.93 648.69 R3410 R3409 Sidewalk Cross Slope 4 13.23 -0.03 -0.2% 0.5% to 2.0% R3414 98+35.27 81.70 648.63 W R3410 R3412 Sidewalk Running Slope 4 11.95 -0.09 -0.8% 0.5% to 5.0% R3415 98+35.49 79.94 648.60 R3411 R3412 Sidewalk Cross Slope 4 3.73 -0.03 -0.8% 0.5% to 2.0% R3416 98+33.27 79.79 648.57 o R3411 R3420 Ramp Cross Slope 6 _ 6.17 0.12 1.9% 0.1% to 2.0% Yes R3417 98+33.76 69.95 648.58 R3411 R3421 Ramp Running Slope 6 6.56 -0.17 -2.6% 0.5% to 8.3% R3418 98+32.53 69.83 648.57 e R3412 R3420 Sidewalk Running Slope 4 6.96 0.15 2.2% 0.5% to 5.0% R3419 98+32.84 64.57 648.62 °; R3412 R3413 Sidewalk Running Slope 4 22.50 0.20 0.9% 0.5% to 5.0% R3420 98+34.46 55.83 648.64 r R3413 R3414 Match Existing Cross Slope 4 4.00 -0.06 -1.5% Match Existing R3421 98+36.00 51.19 648.35 R3414 R3415 Sidewalk Running Slope 4 1.82 -0.03 -1.6% 0.5% to 5.0% gl R3415 R3416 Sidewalk Cross Slope 4 2.22 -0.03 -1.4% 0.5% to 2.0% a R3416 R3417 Sidewalk Running Slope 4 9.93 0.01 0.1% 0.5% to 5.0% R3417 R3418 Sidewalk Cross Slope 4 1.04 -0.01 -1.0% 0.5% to 2.0% o R3418 R3419 Sidewalk Running Slope 4 5.11 0.05 1.0% 0.5% to 5.0% a R3419 R3420 Sidewalk Running_Slope 4 9.06 0.02 0.2% 0.5% to 5.0% R3420 R3421 Ramp Running Slope l 6 4.87 -0.29 -6.0% 0.5% to 8.3% a v 0 e m .4 v C w tx 3 0 i _ F- o En0 z CL 2 i Q CL H m a CC z D 1 U a d S 8 City File No. PS-XXX Z cA DESIGN TEAM: CITY OF IOWA CITY ENGINEERING DIVISION STATE OF IOWA JOHNSON COUNTY ASPHALT RESURFACING 2018- US HWY 6 (N. RIVERSIDE DRIVE) - ROCKY SHORE TO STURGIS CORNER DRIVE SHEET NO. S.07 CV in PLANS OF PROPOSED IMPROVEMENTS FOR O° 2018 N RIVERSIDE DRIVE OVERLAY & MYRTLE AVENUE INTERSECTION IMPROVEMkI LO Z E FROM SOUTH RIVERSIDE COURT p018 LLI* 17 TO MYRTLE AVENUE �PR > > Pm �; s 3 W YC� l� U IOW D004 PROJECT R000.f CAS-Q8f�-3T95(6577)--�5-a2 'C !' t`/ry�.: 0 0 = (MMTN PROJECT A00.8 170009.00 r' `i "; { ce M ~ N w LOCATION MAP NOT TO SCALE * w o URBAN STANDARD DETAILS 1V — I _ INDEX OF SHEETS 105-3 — Q a FOR PUBLIC IMPROVEMENTS W s 07-21-87 Z Cp7 a ALL STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO CONSTRUCTION PROJECT LIMITS a ° ,.— NO. DESCRIPTION O Z p WORK ON THIS PROJECT. THE FOLLOWING DETAILS ARE BROUGHT TO THE _F E PRENTIss ST A.O1 TITLE SHEET CONTRACTOR'S ATTENTION: ° • A.02 LEGEND & SYMBOL INFORMATION SHEET FIGURE a �/ , A.03-A.04 PAVEMENT TYPES J NO. NAME DATE ��/0 s I B.D1-B.13 TYPICAL CROSS-SECTIONS & DETAILS �W PV-101 JOINTS 10-17-2016 -O MYRTLE AVE O. 5 D.01 PLAN SHEETS - RIVERSIDE PV-102 PCC CURB DETAILS 10 18 2016 // N I DW.O1 PLAN AND PROFILE SHEETS WATER MAIN �� MI 220 DETECTABLE WARNINGS AND PEDESTRIAN RAMPS 10-20-2015 %�% WRIGHT ST E.O1 PLAN SHEETS MYRTLE VJ EC 04 PERIMETER AND SIGNS 34-19-2016 SEDIMENT CONTROL 34-18-2017 A .. ��• / G.O1-G.02 GEOMETRICS, REFERENCE TIES AND BENCHMARKS DR-121 CONNECTED PIPE JOINTS 10-17-2016 %�i v H.01-H.02 RIGHT-OF-WAY AND TEMPORARY EASEMENT ~� DR 303 SUBDRAIN (LONGITUDINAL) 10 17 2016 ��/ r J.01-J.18 STAGING AND TRAFFIC CONTROL PV-202 HMA RESURFACING D4-16-2013 �0 ,`I= 5 L.01-L.04 GEOMETRICS, STAKING, AND JOINTING Z W PM-103 FULL 10 LINE TDEPTH YPES PCC PATCH WITH DOWELS 10-21-2014 D416-2013 ° pin �� `..II— v N.01-N.08 TRAFFICESIGNALS R AND SUBDRAIN LAYOUT VJ = SW-101 TRENCH BEDDING AND BACKFILL ZONES 34-17-2018 �— LAFAYETTE ST P.OI P.03 SIGNING AND PAVEMENT MARKINGS Q SW 102 RIGID GRAVITY PIPE TRENCH BEDDING 10-20-2015 _ — R.O1 R.02 REMOVAL PLAN Z SW-545 SINGLE OPEN-THROAT CURB INTAKE 34-17-2018 Z LLw SW-211 STORM SEWER PIPE CONNECTIONS 34-17-2018 ri = S.01-S.02 PEDESTRIAN RAMP DETAILS SW-602 CASTINGS FOR STORM SEWER MANHOLES 04-21-2015 AIM LI-152 CONTROL CABINET (PAD-MOUNTED) 10-21-2014 a < — W LIX.O1X.02 CROSS-SECT IONS MYRTLE AVE 103 CONDUIT & PRECAST HANDHOLES 10 21 2014 o ° N o ac v � ' _I_ i a g(w+ SS ��/F� MM.I\-k4-- " eEW I I J(( , I1< I ITHE CITY OF IOWA CITY STANDARD SPECIFICATIONS & DETAILS AND THE REFERENCED IOWA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS O FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2015, PLUS THE APPLICABLE GENERAL SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THE PROJECT. IN THE EVENT THAT THERE IS A CONFLICT BETWEEN CITY AND IOWA DOT SPECIFICATIONS REFERENCED ABOVE, THE MORE STRINGENT ce OF THE TWO SHALL PREVAIL. ENGINEER: OWNER: V 04-30-02 101-5 IOWA FOTH CITY OF IOWA CITY-PUBLIC WORKS �� 0 ONE CALL C/O AARON MONIZA C/O SCOTT SOVERS = W DESIGN DATA URBAN 800 /292-8989 3950 RIVER RIDGE DRIVE NE,SUITE A 410 E.WASHINGTON STREET ACCEPTED FOR L TTING: W 0 —^- CEDAR RAPIDS,IA 52402 IOWA CITY,IA 52240 > 2015 AADT 25,000 V.P.D. C-..-INFO■F-WW-MG PHONE:(319)365-9565 PHONE:(319)356-5140 0 20 AADT V.P.D. FAX:(319)365-9631 /yY Vie LLI ENGINEER,CITY 20 OHV 2 V.P.H. INDEX OF SEALS f Y OF IOWA CITY �� > TRUCKS SHEET NO. NAME TYPE Total a>_ Design ESALs N.O1 GENEVIEVE SCHNELL TRAFFIC SIGNAL/ LIGHTING DESIGN I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional QEngineer under the laws of the State of Iowa. = FESS/p MMINMM IMM�I•�� m Q9-o 'v-i `V = 111111111.....1.1111L ..,■■■■.1 REDUCED • (//' IIIiPAARON P. AARON P.MONIZA DATE 0 �llYli1lF t n' w MONIZA Z License Number: 18929 N M�MENNEM���� DO NOT U 18929 m My license renewal date is DECEMBER 31,2019. `n Itl�l(I��I.�ME •� � iilinh. -b Pages or sheets covered by this seal: !I Foth Infrastructure&Environment,LLC �_, CM 1�■■�.�.�1K SCALE 3950 River Ridge Drive NE,Suite A-.■.■.■■., � Covers all sheets on CS-TSF-3715(657)-85-52 except N sheets. �' ..■■■■■■ f Cedar Rapids,IA 52402-2515 '7�i * f0 W P ' > O Phone:319-365-9565 Fax:319-365-9631 `� CITY OF IOWA CITY a>_ tog I= u. ENGINEER: FOTH INFRASTRUCTURE & ENVIRONMENT LLC. IENGLISHI CITY OF IOWA CITY I JOHNSON COUNTY I CITY CONTRACT NO. : 3933-473010 I SHEET NUMBER A.01 STANDARD SYMBOLS 102-13 TABULATION OF UTILITIES 022393 RIGHT OF WAY LEGEND Interstate Highway Symbol 1S T) Septic Tank Guardrail (Beam or Cable) C3 U.S.Highway Symbol ,C) Cistern ■ GP Guard Post (one or two) A Proposed Rlght ot,M(�. k....0 y O Iowa Highway Symbol L P CITY OF IOWA CITY - ENGINEERING DEPARTMENT i„L.P.Gas Tank (No Footing) ■■■ Guard Post (over two) sco7T BONERS D',,, 410 E. WASHINGTON STREET L Existll((�'� ght of Way County Road Highway Symbol ® IOWA CITY, IA 52240 �Underground Storage Tank O FP Filler Pipe PHONE: (319) 356-5140 A qpRR VI FAX: (319) 356-5007 Existing and PYbpio d ?ykit of Way X Evergreen Tree O Latrine O CV Gas Valve CITY OF IOWA CITY - TRAFFIC ENGINEERING �/�1 �:���?? BROCK HOLUB * Easeme p t fs ggR Right of"Wdy Deciduous Tree Luminaire O WV Water Valve 3800 NAPOLEON LANE IOWA CITY, IA 52240 i A s T Y Rf{ PHONE: (319) 356-5482 • Borrow / CF Fruit Tree Traffic Signal O SL Speed Limit Sign O (/I CITY OF IOWA CITY - WATER DIVISION 0 Easement (Temporary) +`S Shrub (Bushes) Traffic Signal with Luminaire O MM Mile Marker Post KEVIN SLUTTS W(D) — 80 STEPHEN ATKINS DRIVE .rwl Timber 0 TP Telephone Pedestal ❑ SIGN Sign PHONE:IOWA CITY, )W356-5160 Easement - Hedge 0 TVP Television Pedestal 0 WHU Water Hook Up CITY OF IOWA CITY WASTEWATER DIVISION X Excess Stump f Telephone Pole 0 RT Radio Tower - San.(C) - TIM WLKEY 4 366 NAPOLEON STREET SE )>}Q Property Line IOWA CITY, IOWA 52240 AlbSwamp —St.S.(C)— PHONE: (319) 356-5170 Telephone Pole (Second Company) 0 TA Tower Anchor FAX: (319) 356-5172 q/C Access Control TIT Rock OutcropTelephone Pole (Third Company) El Electric Box CENTURY LINK COMMUNICATIONS P y — T(D) — - DENNIS LONG 615 3RD AVENUE SE o°o o Broken Concrete $ Telephone Pole (Fourth Company) ❑ TCB Traffic Signal Control Box F0(0) — CEDAR RAPIDS, IOWA 52401 PHONE: (319) 399-7487 FAX: (319) 399-7218 °°°° Revetment (Rip Tale hone Pole (Fifth ❑ RRB Rail Road Si Signal Control Box CONVENTIONAL SIGNS v v v vRap) PCompany) 9 IOWA COMMUNICATIONS NETWORK DOUG EBELSHEISER t I Cemetery # Power Pole 0 TSB Telephone Switch Box GRIMES STATE OFFICE BUILDING — GO(D) 400 E 4TH STREET i 0 Survey Line DES MOINES, IA 50319 G I Grave Power Pole (Second Company) O Tile Outlet PHONE: (515) 725-4742 Station Reference Point MID-AMERICAN ENERGY GAS — Section Corner ,CV) Cave nz Power Pole (Third Company) — Edge of Water DON MASTON 1630 LOWER MUSCATINE ROAD Sid) Sink Hole Power Pole (Fourth Company) ExistingDrainage — G(D) — IOWA CITY, IOWA 52240 0 - - Proposed Profile Grade 0 P y 9 PHONE: (319) 341-4461 -G-HP(D)- FAX: (319) 341-4490 Board Fence 4= Power Pole (Fifth Company) - � -► Proposed Drainage MID-AMERICAN ENERGY - ELECTRIC - Railroad LINDSAY HOUSTON # # Chain Link or Security Fence Electrical Highline Tower (Metal or Concrete) ■ Right of Way Rail or Lot Corner OHE 1630 LOWER MUSCATINE ROAD 9 P—Existing �ro sed Field Tile IOWA CITY, IOWA 52240 E(D) PHONE: (319) 341-4419 X Wire Fence ♦ Telephone Riser Pole EConcrete Monument FAX: (319) 341-4490 I I.A. Culverts Y y Terrace Power Riser Pole Well IOWA ONE CALL (UTILITIES): (515) 278-8700 Existing — Proposed' STEVEN K. HALSTEAD Stream AA AAA 1w 9001 HICKMAN RD, SUITE 220 v V YYY Earth Dam or Dike (Existing) -El- Telegraph Pole / � Windmill DES MOINES, IOWA 50322 A.A A A A Earth Dam or Dike (Proposed) (% Satellite TV Dish ®,( Beehive Intake ® Existing Intake 0 Existing Utility Access (Manhole) • Fire Hydrant - Proposed Intake • Proposed Utility Access (Manhole) • WH Water Hydrant (Rural) OHE Existing Overhead Electric Power Line — G(B) Existing Gas Line,Duality B — F(B) Existing Electric Power Line,Quality B — G(D) — Existing Gas Line,Duality D SYMBOLS UNIQUE TO PROJECT - E(C) — Existing Electric Power Line,Quality C - San.(B) - Existing Sanitary Sewer,Duality B WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR - E(D) — Existing Electric Power Line,Quality D — San.(D) — Existing Sanitary Sewer,Duality D ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE ExistingElectric Power Line,Duality B (Second Company) ExistingSanitarySewer,DualityC (Second Company) BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO —E2(B) y —San.2(C)— P y THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE —E3(B) — Existing Electric Power Line,Duality B (Third Company) -St.S.(B)- Existing Storm Sewer,Duality B SURVEYS AND APPROXIMATE ONLY. ORDIT IS POSSIBLE D THEREFORE THEIR POSSBETHEREMAY LBEAO HERS, THE TIONS MUST BEXSTENCEE RED OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S —FO(B) — Existing Fiber Optics Telephone Line,Quality B T(D) _ Existing Overhead Communication RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY - - —FO(C)— Existing Fiber Optics Telephone Line,Duality C — TV(B) — Existing TV Cable,Duality B SUCH WORK. ExistingFiber Optics Telephone Line,DualityD ExistingTV Cable,DualityB (Second Company) THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALL SERVICE AT —FO(D) P P —TV2(B)— (800)-292-8989 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. —F02(B)— Existing Fiber Optics Telephone Line,Quality B (Second Company) —TV3(B)— Existing TV Cable,Duality B (Third Company) THE ABOVE UTILITY COMPANIES ARE KNOWN TO HAVE FACILITIES ON THE PROJECT. —F03(B)— Existing Fiber Optics Telephone Line,Quality B (Third Company) — W(B) _ Existing Water Line,Quality B — W(D) — Existing Water Line,Duality D (Symbols are Typical Only) —W2(B)— Existing Water Line,Duality B (Second Company) IOWA 1-CALL# 1-800-292-8989 PROJECT NO: : I00 DESIGNEDCKEDR: A. CARPER NO DATE BY REVISION DESCRIPTION 1:0th SHEET NO. PROJECT DATE: 2017-11-06 DRAWNCHENEB BY: A. MO IZA ORE RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS CAD DATE: 4/17/2018 11:34a9 AM BY: L. MOORE A.02 CAD FILE: \px_xorkdir\px_ie\Inm\d0116427\ODnmol.00_ADI.SHT CITY OF IOWA CITY,IOWA LEGEND&SYMBOL INFORMATION SHEET LEGEND FIL Ji W/CHMAVOVERLAY ///� ORC10]DMEDIAN4 _ SEEDING EHMA OVERLAY 3" ; � PCC CURB RAMP —0— SILT FENCE— D 2O18 t. APR 17 PM 3. 53 r PCC DRIVEWAY 6" CITY Ci IQ►,'1 CITY RK 10 yil4 I / ° 1 I = 1 V O o z0 I VI • O ❑ O ■ IIIIIIIIIIIII I a 0 a e & o 0 O00000000.'•�•p� o o: �������������������������� CD RIVERSIDE DR • 0 c-) K 0 0 . n II 40 =I` 0 2 0 `0Z � PROJECT NO: , 017 1 DESIGNEDBYY, A. CARPER NO DATE BY REVISION DESCRIPTION Foth SHEET N[;. PROJECT DATE: 1-O6 CHECKEDW BY: A. MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS CAD DATE: 4/17/2018 I1:34:21 AM DRAWN BY: L. MOORS A.03 CAD FILE: c:\pw_rorkdlr\pr-Ie\Inm\d0116427\0017IODI.00_AOI.SHT v CITY OF IOWA CITY,IOWA LOCATION MAP LEGEND - PCC PAVEMENT 9" / PCC SIDEWALK 4" SEEDING WI HMA OVERLAY j/�� OR ID" MEDIAN C Fit ►. �. t.. - HMA OVERLAY 3" �� .�� PCC CURB RAMP 0 SILT FENCE 0 0 WV Z0in 1$APR 1 11111 PCC DRIVEWAY 6" ° a 7 P� C1T y 3: 53 . •,\ o W o 4.0 ail \,e tl tl • 4 II ik• c p a ' 4 ° 4 • al' • 4 • •a 4 • 4 ° 1 4 ® a • •• 1 Kt1 o • ° 4 Gin INLET PROTECTION €} sy i� #" V p� a a° u. ' a a tl ` •°1J • •a°Qa '•°Q.a�,/•°!'T•`,1 • • Jl 2W-Vi�_ w MYRTLE `_`--k_, -t_ '° °0. °� c 0 i I �7VP �Ir• !gyp; '• \ 111111 0 20 0 WV ' FEET wit INLET PROTECTION - ° ,`� PROJECT NO: :171001.0017-1DESIGNED Y: C. CARPER NO DATE BY REVISION DESCRIPTION Fotli SHEET NO. PROJECT DATE: 2017-i1-06 CHECKED BY: A.MONI2A CAD DATE: 4/17/2018 11:34:22 AM DRAWN BY: L. MOORE V RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS CAD FILE: c:\pv_vorkdlr\pv_le\Inm\d0116427\00171001.00_AOI.SHT CITY OF IOWA CITY,IOWA LOCATION MAP A.04 WEST SIDE FILED EAST SIDE ?©/841 a 17 P� -� 12.5' �,� 12.0' ► 12.0' O, 4 12.5' �_ . IOWA c.#,LERK r, ION MAINLINE TYPICAL CROSS SECTION 4 LANE ROADWAY RIVERSIDE DRIVE EXISTING TYPICAL SECTION NORTH SIDE SOUTH SIDE ►-EXISTING ROADWAY R/W R/W 6.0' VARIES 11.0' 11W. 4 .5' TRAVEL LANE TURN LANE TRAVEL LANE MATCH 2.5' / a ,e 1 SVZ EXISTING l�pl (4.,-e ROADWAY 9' PCC4,1 � IG PROJECTALNMENT MAxI r t OD kiNOTES: , ' - , . , --\,) SAWCUT AND REMOVE -3" HMA OVERLAY NORMAL SECTION SHOWN MAY BE 2" SURFACE COURSE SIDE ROAD APPROPRIATELY MODIFIED FOR AREAS ��11 a n=11 II i II-11_ EXISTING CURB 1" INTERLAYER BASE COURSE SPECIFICALLY DESIGNATED BY THE II 11=Ei1=11 11 I1 If II 11 II11 ENGINEER SUCH AS INTERSECTIONS. I� irrlIgli�.II„11VIVI..11=1 II=II_I REFER TO OTHER DRAWINGS FOR ',EXISTING ROADWAY EXISTING 6" PCC AND TYPICAL CROSS SECTION DETAILS. ® .-0 EXISTING 3" HMA OVERLAY 3 LANE ROADWAY O REFER TO OTHER DRAWINGS FOR 12" SPECIAL COMPACTION OF SUBGRADE) DETAILS OF SHOULDER AND POSSIBLE SIDEWALK CONSTRUCTION (12" MODIFIED SUBBASE) 0 EXCAVATE AND BACKFILL 3.0' 3® 6" STANDARD CURB (REFER TO STANDARD DETAIL PV-102) ® SUBDRAIN: SEE M-SHEETS FOR DETAILS MYRTLE AVENUE ® BT-3 JOINT. TIE BARS SHALL BE CENTERED STATION 500+ 19.75 TO 503+30 VERTICALLY WITHIN EXISTING PCC PAVEMENT. PROJECT NO: :71007 1 DESIGNEDBY: A. CARPER _ NO DATE BY REVISION DESCRIPTION Foth SHEET NO. PROJECT DATE: t-os CHECKEDAWB L. MONIZARE 46 RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD FATE: 4/16/2018 anAd0131:25 PM DRAWN BY: L. MOORS TYPICAL CROSS SECTIONS AND DETAILS B'01 CAD FILE: c:\pv_vorkdi r\pv_te\Inm\d0116427\00171001.00_BO I.SHT.dgn � CITY OF IOWA CITY,IOWA WEST SIDE Pit6.6AST SIDE EXISTING ROADWAY R/W I /8 �, Di, 3: 1.0'� . 19.0'(FUTURE) � 11.5' � 11. Pi. .1111 (� 11.5' 12.5 /OKI C/pp 34 TRAVEL LANE TRAVEL LANE TURN LANE TRAVEL LANE TRAVEL LANE /� 5.0'► j -. I©W�{/ MATCH p 2.5, �� 4 Vq EXISTING _ 14R S�Opf ROADWAY PROJECTALIGNMENT j"'"1 EXISTING MAX) 9" PCC f PARKING LO • _ ' `l1J 3U'" © • I SAWCUT AND REMOVE NOTES: EXISTING CURB EXISTING 9" PCC -3" HMA OVERLAY NORMAL SECTION SHOWN MAY BE 2" SURFACE COURSE APPROPRIATELY MODIFIED FOR AREAS .�—�� �� n=11 11 II=11 11 IT. I" BASE COURSE SPECIFICALLY DESIGNATED BY THE �iII II 1i=11 11=11 11 II 11 II ENGINEER SUCH AS INTERSECTIONS. IIrll��11'uIL„ .,---..—,=11�11=II=1I=11 MAINLINE REFER TO OTHER DRAWINGS FOR N-EXISTING ROADWAY DETAILS. ® ►4 TYPICAL CROSS SECTION SIDEWALK INSTALLED AS (12" SPECIAL COMPACTION OF SUBGRADE) 5 LANE ROADWAY PART OF A SEPERATE PROJECT ©2 EXCAVATE AND BACKFILL 3.0' (12" MODIFIED SUBBASE) 3® 6" STANDARD CURB (REFER TO STANDARD DETAIL PV-102) ® SUBDRAIN: SEE M-SHEETS FOR DETAILS STATION 103+00 TO 106+50 ® BT-3 JOINT. TIE BARS SHALL BE CENTERED (SOUTH OF MYRTLE AVENUE) VERTICALLY WITHIN EXISTING PCC PAVEMENT. WEST SIDE EAST SIDE I. EXISTING ROADWAY R/W R/W VAR. 5.0' 11.5' 11.0' 10.5' �_� 12.0' �,� 12.5' TRAVEL LANE TRAVEL LANE DOWELLED MEDIAN TRAVEL LANE TRAVEL LANE ► 2.5' 44 S(PE MATCH PROJECT ALIGNMENT / EXISTING NOTES: 9" PCC F. ROADWAY � © -�+��� f NORMAL SECTION SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS ( ------- APPROPRIATELY AND REMOVE SPECIFICALLY DESIGNATED BY THE EXISTING CURB EXISTING 9" PCC -3" HMA OVERLAY ENGINEER SUCH AS INTERSECTIONS. 2" SURFACE COURSE REFER TO OTHER DRAWINGS FOR .—n a u=11 11 II=11 11 11 q 1" BASE COURSE DETAILS. i�11 11 11=11 1l Il (I 11 it 11 11=1 1111111=11II11=111111=11 II 71 DOWEL MEDIAN ® DETAILS OFOTSHOULDERIAND POSSIBLE 5-11"-0 ► EXISTING ROADWAY SIDEWALK CONSTRUCTION CD EXCAVATE AND BACKFILL 3.0' (12" MODIFIED SUBBASE (12" SPECIAL COMPACTION OF SUBGRADE) MAINLINE Q 6" STANDARD CURB (REFER TO STANDARD DETAIL PV-102) TYPICALCROSS ION ® 10"SWAE MEDIAN 5 LANE ROADWAY (REFER TO STANDARD DETAIL 7010.906) ® SUBDRAIN: SEE M-SHEETS FOR DETAILS STATION 107+32 TO 110+ 18 © BT-3 JOINT. TIE BARS SHALL BE CENTERED (NORTH OF MYRTLE AVENUE) VERTICALLY WITHIN EXISTING PCC PAVEMENT. PROJECT NO: 171001.00 DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKEDW BY: A. MOORS J NI' , Foth CAD DATE: 4/16/2018 4:31:26 PM DRAWN BY: L. MOORS v RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE B.02 CAD FILE: \pw_works«\cw_1e\Inm\d0116427\00171001.OD_BOLSHT.dgn CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS See Detail Ct. O See dowel assemblies for fabrication details. 1,t 1,Saw Cut ®Saw'CD'joint to a depth of Tl3 2 l/4";saw'C'joint to a Q2 See Bar Size Table. Joint Sealant Material 4 i6 depth of T/4 2 1/4". ••0..8 eoe. T LnQ`eBar O 1"21" S'L E. /ram 0 2 30 Long Tie Bar 3 Locate'DW joint at a mid-panel location between future 4 ■ Og When rying Into old pavement,OT represents the tlepth O0 " 0 rg `jr/) of sound PCC. at 12"Centers 'CD'joint. OO • ,• •O•g�!� T PLAIN JOINT 'UNP 3O®OT ®Place bars within the limits shown under dowel ® r •� O• (Abutting Pavement Slabs) DAY'S WORK JOINT(Non-working) assemblies. IMP © Saw✓ r r 05 Edge with 1/8 inch tool for lengtit of joint.For HT joint, G + t 1) �(j'}� • �� ;Tem:nt Edge remove header block and board when second slab is BAR PLACEMENT • °O ' -- See Detail A or B 24"min. plate, Header Bord °o 1 as is or arpaper Wrapped• ©Unless othe wise specified,use'CD'transvers (APP to 1 is unless othe wise detaile ) Jo nt Line �y°o,.a•a;. ;;o•o;;o � Unless otherwise in mainline 'CD'pavement IOs LE BARSIZETABLE ail d. Plastic T �8•o.8'e '8'e o':$; OT 7 1 greater or equal to 8 inches.Use'C'joints when Is I k t,CLERK 'o-_'e••o-',• 'o-'"•, ® less than 8 inches. (Saw cut formed bv!tAal �te�wi nt.) O Dowel Tie Bar t Diameter Size 'C' 6 07 'RT joint may be used In lieu of'DW'joint at the end of J" CONTRACTION JOINT O30"Long Tie Bar Header Block the days work.Remove any pavement damaged due to <8" 4 #6 at 12"Centers 'HT®O the drilling at no additional cost to the Contracting 1" �^ 2 8"but 1" Authority. Joint Sealant Material '� Saw Cut 1 #+0 HEADER JOINT Top of Cu• aw Cut 8 +6 <10" 4 (End Rigid Pavement) Top of Curb Bottom of Saw Cut 1 2" 4"it'k 2 10" 1 2" #11 Top of Slab Joint Sealant T of Slab • See Detail A or B Pavement Edge •,-See Detail C $ - - Material e :..w op 1 4"2 d" itg _ 1eo'o.o ^�o:�o ' '.'o.•. (perO lSK� T Oo_•o� (� (BJ' •oo.$o o:,o.• Crack or .,r,, Y 0 } -�• •• `�0 30"Long Tie Bar 'C'JOINT IN CURB Joint Line ° 16"Long Dowel 1 -f ® at 12"Centers (Match'CT,'CD',or'C'joint In pavement.) DETAIL B at 12"Centers Hole Diameter 8 18"Long Dowel (Saw cut formed by approved early concrete sawing equipment) 'CD' 1O®® Larger than Dowel at 12"Centers 'DW-CG'00 DOWELED CONTRACTION JOINT 'RD•CO DAY'S WORK JOINT ABUTTING PAVEMENT JOINT CURB AND GUTTER UNIT LEGEND 1 1.2 s•Saw Cut nsnse Pavement Edge = Edstlrp Pavement Top of Pavement...,‘ 2 4 Joint Sealant Materia r{{�j' .°.1 E. re Pavement See DetailAorB .� I I Proposed Pavement _ Sealant - eri4" 8� I' m mm 15 min. Proposed Pavement 9 • v - •$o• • I O SI 1 "2 "Saw Culo.°. t��cV,?r,'oa•' J ,fir Sum er,...=oum 1oa:at° 4 4 @SODAS 4Nr,;'=' 1w-,,-, 0 03O"Long Tie Bar ,,, 7 O PV•101 0 • • PV-101 at 12•Centers Hole Diameter 8 24"Long Tie Bar lOADIWI SECTION A-A RGIIE 1010.1N 51ANDA10 MAD KAN 'CT® Larger than Tie Bar at 12"Centers. SHEET ra° o Crack or m TIED CONTRACTION JOINT 'RV® REVISIONS s"""..."".::.J".•. ."°.,.••wn",.::�T..�-..• (Detail at Edge of PavemenI) Joint Line .E. aarw snEErzae = ABUTTING PAVEMENT JOINT i DETAIL C mRIGID TIE -e.-'.,•" °•.e..•-^-^-•-°"-•- m •,,,,.",,....°. �,•.,-*..d.-........... 1 r TRANSVERSE CONTRACTION JOINTS p TRANSVERSE CONTRACTION JOINTS a, r See Detai C 0 Bar supports may be necessary for fixed form paving to 0When tying into old pavement,OT represents the depth 1 ensure the bar remains in a horizontal position in the 1- 1 of sound PCC. o,., #5 Bars, See Detail E plastic concrete. -I�8 2 16 Saw Cut ••o.$°o OT 30'Long at 0 Sealant or cleaning not required. ^'•o,,,.. 12"Centers u..o••.;. O 11 Sawing or sealing of joint not required. ' ,o _�j/+ O. o e. 'B' 7 22" <•�0_91;•_°': !r/--r 1©The following joints are interchangeable,subject to the ,o • PLAIN JOINT V`# ??f pouring sequence: ••• tom• (Abutting Pavement Slabs) #5 Bars at 'BT-1','L-1',and'KT-1' T/3 t 4•_ 'KS-1' 12"Centers 'KT-2'and'L-2' I [Single Reinforced Pavement(Bridge Approach)] 'KT-3'and'L-3' Og o 0.o t; :D OT See Detail D-1,D-2,or D-3 m Crack or rn Joint Line : 10.-• r"1•*4 °r"8 BT 7 #5 Bars 30"Long at 12"Centers TIE BAR PLACEMENT 0 B ABUTTING PAVEMENT JOINT-RIGID TIE 116 Bars at 12"Centers ® (Applies to all joints unless otherwise detailed.) DETAIL D-1 See Detail E 5 Bars at 12"Centers "fw- (Required when specified in the contract documents.) j 0Joint Bars Bar Length and Spacing 1 @-T <8" 'BT-1' #4 36"Long at 30"Centers 22,\ `1, : '1:/08 • DETAIL E 2 8" 'BT-2' #5 36"Long at 30"Centers _._ 1::* CONTRACTION JOINT 21, .�/V 2 #8 Bars at #5 Bars at OT Joint Bars Bar Length and Spacing 12"Centers 12"Centers <8" 'L-1' #4 36"Long at 30"Centers KEYWAY DIMENSIONS 4"Dia.Hole for BT-3 'KS-2' 36"Long at 30"Centers Keyway Type Pavement Thickness OT OA and BT-4 Joint •o.• •G;•- [Double Reinforced Pavement(Bridge Approach)] 2 8" 'L-3' #5 36"Long at 15"Centers Standard 8"or greater 14 24 5"Dia.Hole for BT-5 ,d 0 1"± 1"Saw Cut 1"to 5"Saw Cut g •°:o: .:.- Joint Sealant Material r416 Joint Sealant Material rS 16 Narrow Less than 8" 1" 2" Joint 7 ,o .0 i mint 15"min.1 See Detail gif A 00 0•• 00 ST °� ABUTTING PAVEMENT JOINT-RIGID TIE(Drilled) pe t�+ ® • T/324"- e- O TO 24"- OT Joint Bars Bar Length and Spacing • o ^ �� 1 LEGEND p 0 0 0 LEGEND _ <8" 'BT-5' #4 24"Long at 30"Centers 'Kr 0© r ' 9 Pavement -- �, •�• -•O• Ea.w�u v.Nm«n If 2 6. 'BT-3' #5 24"Long at 30"Centers ABUTTING PAVEMENT JOINT-KEYWAY TIE 1 I Propos.E Pavement M 'O a '••• • . 1 J Pmw..a Pavan. c i 'BT-4' 24"Long at 15"Centers Crack or Crack or m TT Joint Bars Bar Length and Spacing a10n VI)�SUM P.M. \ in Joint Line Joint Line ^ o <8" 'KT-1' #4 30"Long at 30"Centers 11.�S » s l anais 21 21 DETAIL D-2 DETAIL D-3 Q SU171AS ar,;, s 1o4+a+e See Detail D-1,D-2.or D-3 'KT-2' 30"Long at 30"Centers PV-101 ' (Required when the Department of Transportation (Required when the Department of Transportation PV-101 SI See Detail E z 8" #5 SRN MUM STAIOAID IOADNAN 4 is not the Contracting Authority,or when is the Contracting Authority,or when ME 11112101 STNSNDpAD UN 30"Long at 15"Centers E'°a1 ' specified in the contract documents) specified in the contract documents) aNEETa a° co N 1 K 7 m KEYED JOINT FOR ADJACENT SLABS LONGITUDINAL CONTRACTION a m JOINTS(Where T is 8"or more) O LONGITUDINAL CONTRACTION JOINTS PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A. MONIZA *Foth B 03 CAD DATE: 4/16/2018 4:31:27 PM DRAWN BY: L. MOORE RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD FILE: c:\pv_vorkdlr\pv_te\Inm\d0116427\00171001.00-BOt.SHT.dgn v CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS 02 See Bar Size Table. .o•a^P T of Curb Joint Sealant 71„ 12"� For joint details,see PV-101. Y: o:a Ye o f . ( ®O 2" f- (See Detail F) 14 Edge with 1/4 Inch tool for length of joint indicated if 2 F.s.-12" :e o:'1.; .' Resilient formed;edging not required when cut with diamond blade —.1 1,• S• . �JI - U2 ' :apo — — Joint Filler Joint Filler mow- R 3" r`8 Slope as S owe as „ Top °O.a�,o 6" Slope as 6" per FORM ■ P ns o (/ / 115 See Dowel Assemblies for fabdcatlon details and FORM per plans FORM D D DOWEL PLACEMENT of Slab placement limits.Coat the free end of dowel bar to IGRADE� — GRADE/ GRADE 1"Nominal SECTION B•Bprevent bond with pavement.At intake locations,dowel ELEV. ELEV. 0 ELEV. 1/11 6"Standard Curb,6"Sloped Curb,or 4" (Applies to all joints unless otherwise detailed.) C) bars may be cast-in-place. Sloped Curb as specified. E' See Detail H JOINT IN CURB 6 Predrill or preform holes In joint material forappropriate R 3" T"Joint Sealant o . ZO 8 AP , 02 elevation Pavement Is HMA.No (View at Back of Curb) gm 2 dowel size. R { elevation difference if Proposed 'oP°• ---- - Material �� 3. S T Pavement is PCC. �o.ro g•o S 1 Compact tire buffings byspading with a square-nose 6"STANDARD CURB 6"SLOPED CURB 4"SL•• DC R • VT Width(See -I l— Top of Cu JoiFlent leFiller Foam !Joint shovel. 03 Pavement oris'L'joint'joint Proposed Curb---s`, Joint Filler Filler •if Pavement Is HMA.B Dint if Pro osed table beIDW) 'CF'JOINT TO po o •'•,�/•''� Back Of Curb F7-1"— _ - i o. 8 1}2"to 3" f� '2 �:� ur yr of Slab , .9 DOWELED EXPANSION JOINTS TYPE WIDTH o°' DETAIL F z'(max.) Gutterline (as speckled) J • py A ' "° • —4, SSS TYPE WIDTH FILLER MATERIAL 1®- \ Slope as frj r-9c CF-1 2' ;• t Ep 1" Resilient(Detail F) _• FORM FORM per plans ■ 1 _.1•t2"Nominal T GRADE GRADE 1• CF-2 22" �B "'I EE 2" Flexible Foam(Detail F) CF-3 3" ME' 31" Level ELEV. ELEV. JOINT IN CURB r 2 EF 32" Flexible Foam(Detail G) Varie` CFI 2" (View at Bads of Curb) 2 Join 1 Sealant Material Line J� DROP CURB • 4 AT SIDEWALK D B .11� 4"plywood or BAR SIZE TABLE DRIVEWAY DROP CURB CURB AND GUTTER UNIT Top of Curb 1"Thru Curb Ir1, 1 pressed wood 2 8-but See Detail F Resilient To of Slab urb �� spacer required OT c 8" 2 10" Joint Filler tor'EF'joint. Dowel Resilient 3•• <il+ �1^ • Match oint A in Pavement m nt �•'• Joint Filler DETAIL G Flexible Foam Diameter 4 4 2 in Pavement gilJoint Filler© 6" /� Slab -l).-i Nominal <g}+ _ LEGEND 42 12 See Detail A I(�,�6" •E• `''ES' E.hto-e Pavamen• I- '2••'1 L12,. 1"EXPANSION JOINT JOINT IN CURB 1•, I I Pmw.ed Pavement — 6• 2 Joint Sealant Material 1"R (View at Back of Curb) G 1"R z I,. °'�o® le a, z ar n" Detail F or Detail G Joint Filler Material 16 [e�SUILLS 3.,a' I D n 1 SUDASeaT aap° nm F s (See Doweled Expansion (See Doweled Expansion �.P=o L.L. Joints Table) -� Joints Table p 9'o - - PV-101 } PV•1�2 vow• '-., lGUQF 1010.101 RANDAIO lDADiNAN _ r f" o Jf RGUQ.F 7010.101 SWIM LOAD IbW sREEr,a: O2 Na..e as elnr...a°r..o.a.a.�F. '.•�..OA ELF T 1© eaea.'«:: :7..°�'°aew..2..ty:.�1"..•.,' BEAM CURB' — aE.�st°.s. w 2 ••• DETAIL H Tire Buffings $1 _ —I 1—Width x 'For short replacement sections, m 18"Long Dowd -^••-^--"^" ^•••-•-TM-�••e--•• m match existingcurb profile DETAIL A -^•^^•-^- �^•m•^---•---- � at 12"Centers (See Doweled Expansion Joints Table) � 'ED','EE','EF'0EXPANSION JOINTS O PCC CURB DETAILS . DOWELED EXPANSION JOINT Unless specified otherwise.wnffiuct NI runouts f.RNA resurfacing at a rate a 50 feet for each 1 no,of resrufacing 16'Normal® 1 �J EdIIIMIge d P.o,-wr L 1—Edg.fPay.m.m Construct temporary nnwnsm alergm ol,Df«tfore«n of U U 0 —Curb and Gutter I `Sze ante.. intermediate.Leveling.or nrn or weagesg:n thickness.Place subgnee P.W. I' burlap or similar material over adjacent surfaces to fad.. 401f proposed pavement is PCC,match „o-.ngd»n+ng Course removal 1Dint sparing for proposed pavement. f` �- i (See Tmwmnl Consh..d wedge shaped NMA Mew el a1 paved«trerices Place'E'joints in curb and gutter O F�edng and pavan^Iersaw«roads.Construct ful,niUness Ann NM section where expansion joints are to v<.a non suns. at al^°^-Davin entrances eta nonwv.d side noels. be placed in proposed pavement. gr Entmce Ft/owe.Peen P.O..taw.,-i Fillet sires as ustsemina Normal Flat sues table an each indivmom/lendidual and are to be used f«aeslgn m.smnadiN Purposes.The Engineer will erred to,de lengthn.an am mah of plat to awomn�oeate wnaltwne m the me. 111= - Proposed Pavement TYPICAL PLAN FOR FILLET TYPICAL SECTION AT ENTRANCE OR INTERSECTING ROAD FULL DEPTH AND SURFACE PATCHES Sala.a Eaelgq Rona.Rom Raw o,P...nra—� O Eago a Pen nax Grander S ds.° Q FRO wwm is a.sa!eel r«eecn na of oven.r,nlarness. the u 0 0— ....Come Y•enneaeoe .nn.eiaie coumo Surf..Course ,G ®T he Nr5Ot000i Ieig.is the Intermediate Course t�nemrem off m ma —Curb and Gutter w°Pn_ sane s,+ '° Ht«ardM.Doan. warn aoa ecified H laerm«.s resurfacing thickness to,ne,aal IWnn ep.Jm Far + Q I contract merits) Nwmy Inierm tat...co_iF,k. tne ' " contract -�__ E - ax_^ D Spacial soaping of existing surf..prior to placement of 16'Normal® Hdng ',+!.v-. Alt may ben Me by the Engineer arMbIrcddentab JOINTING DIAGRAM FOR la la °a"'m'"' axed won on lne poi«t. CURB AND GUTTER UNIT aria ofEHJrip mow,. . r�aERa.aag0 0For existing fillets at nonyavatl roans one entrances. duct a wee matted nessAAed Met matching the thick SECTION A SECTION A-A of me dg reexlldxing. (WEDGE SHAPED FILET) (FULL THICIWESS FILLET-NONPAVED ROTA) No Curb 5-0• 6" s„ w 6.,0^transition TransiUorr S.len a Ea.,wvPeae Emem. Curb Standard Gmav S.REM Edge a Pavement NORMAL FILLET SIZES Si..Cows Design Shoat wean(kin.a') TYPE OF ACCESS 0 Inrm.aea Mane Mn.•R (when specified Fee T Residential Entrance 40 wntraado.mm°) _ _ Normal%.•11. Farm Entrance SO {�;•s;y, CURB RUNOUT CURB TRANSITION �.. p FOR ALL CURBS FROM 6"STANDARD TO 6"SLOPED commercial Entrance IS ,, Non-Pavm Road (00 c Sloped [�SUDns 0a �' d i,dr, Pared Road Variable. rm....0 Surface Non-Pmed E°',temse0 MODIFIED caw%4.,.r„ 0, 4" •see layout crewing for dews a 6•-0". PV-�OZ sons won s.aa areas PV•2U2 Sloped Transition S'°P s" TrynsibDn sides° RGVRF 1mQJQ: s1ANMQD ROM 11AN sMEETgag SECTION A-A STANDARD ROAD PLAN _ Standard aimios m paP�dcaa ��..a. (FULL THICKNESS FILLET.NON-PAVED ENTRANCE) sREEr,a z n x in I r too .�..�...m""�.. "^•� GENERAL DETAILS Aa HOT MIX ASPHALT CURB TRANSITIONRESURFACING r FROM 6"SLOPED TO 4"SLOPED FROM 8 CURBSTANDARD TOI INSLOPED PCC CURB DETAILS to PROJECT NO: 171001.00 DESIGNED A.CARPER NO DATE BY REVISION DESCRIPTION Foth SHEET NC. PROJECT DATE:4/16/2018 2017-11-06 CHECKEDW BY: L.MOOREA - RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4:31:30 PM DRAWN BY: L.MOORS B O4 CAD FILE: c:\pw workdir\pv_te\Inm\d01t6427\0017I001.00_B01.SHT.dgn CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS Begin station Eea Spiry Resting Pavement Match Existing Existing Cr LENGTH OF LEVELING COURSE Pavement see w-1o1 for pint and bar placement details. Esizteg Joint © t Spacing , D iirp Construct skewed. br patches even when exisbq pavement Station Progress f � � � Q UAC.Existing Lane aTJ'Joint pinN era skewed. t B'Jdn, iii Pavement CD'Joints 0 Joint spaag 10 bet minimum.lO feet maximum.15 Remove Existing feel optimum 'RD.Joint E Remove xieeg .mam 'Rr JCOtill an.I r e X_ MT Joint 0 n awe is no existinga lg loin'cc crack in the adjacent LEVELING COURSE RD Jar pavement,place a'CT pint X there Is an existing pint or( T,bJ,Uon tautlon) � JOX,t�� AT Joint the met transverse locelion.Sew but dodo.the adjacent Pavement.Piece anot se CT See —as-ill— o -, Begin Station End St* 10'or more0 J 0 New.CD"Idol must be a minimum 51ae1 from the patch ONE LANE WIDTH PATCH '^g"t°�' d at k,nlnord Back LENGTH w STRENGTHENING COURSE_ Runout Ahead ONE LANE WU CLERK (['BONE LANE PATCH O thePlacej I I A Yxisting Pavernente a� �/,O OPPOSING JOINT) Do not sew or seal en pint,a.c cret pIn adlace Station Progress�� t'.lf tt!('� orrned plot material between patch and concrete In adjacent t � Remove Existing Pavement 1Q bn. Ede Peve,nant> L Strergthing TnicarwRe e Egging JOM o'Joint OO X one lane patch exceeds 50 bet.both lanes abwM be Bvnada Mabnell ` © Jost gyp✓. � vos.Ne Jolot STRENGTHENING COURSE '{!ems mTZ a sr-noon ©Possible Subbase Patch.sae PR-140. (See Tabulation for Location' B.S.Jwr i 9T3 Jane QT II longitudinal subdrain(sbouber)h na to be placed a im ji m Jae If X b rot present on side of roadway b be patched, Y then plat drain per PR-1a0. SINGLE COURSE RESURFACING Ili nD'Jd. STZo STa.Mot t - . �. nr Joint Rr JOM ei .,I ,II more El � C—BeginStation end Station I v os�e•CD.fonts '1 —`{II,1-^1a«nan LENGTH OF LEVELING COURSE • bTMP111031.41 j111.. r FULL ROADWAY WIDTH PATCH FULL ROADWAY WIDTH PATCH PARTIAL LANE WIDTH PATCH S Possible Convect tams: Egging Pavement CD Joint Assembly W depth Saw Cut Patches by Count(Repair) Intermediate Material Exisdrg Pavement` Imemediate Material CT Joint 'RD'or R0 Patches.FuXDeptln Finish.by Area Intern.edge of Ids'a Patches.Full-Depth Finish,by Count LEVELING COURSE travel M1ce 17 Patches.FUX Depth Finish.by Area(SD.at In length Tabulation for l.oratlonl E l` IIIV=Ior greater) length Pato.,FUXDepth Repair a.17 Spats C—BeginStation End Station---0 Ears Remy¢'of sub.. Possible Tabulation: SablImee Reno.Bane_ LENGTH OF STRENGTHENING COURSE RuwtNtaed X 102EC r Run Station Progress.... '� M 0 D I F I E D Ne:r•an Pao ` Outer' PD Pa ement Dowel,or tie Bare CwnPo tie Pavemen, T re�XD MODIFIED New In, �I-a a at 1r Spacing PAVEMENT REMOVAL DETAILS 5Evl,o t Oute - - - - ' PV-202 r lane IT I a Crliiiri��a SHEET� p,v�M,l {swwm °ri.e. w STANDARD ROAD PLAN SHEET 2dz STANDARD ROAD PLAN PR-103 Odd.rig..Wee greeNrman,r �� STRENGTHENING COURSE NOpF� Q to smooth end BAR SLee TABLE uvnnb.eel art�ana +1oxB a.-r w DETAIL FOR SPACING OR'RD' S a�mam elevation.graded v pcc L� S.to ,� , :c* (see TabulationbLmlbn) weeo eee.mr.w....,.,wr.bw•r• JOINTBARSPACING 0 menr a,P own5O' eoortcs TIJ4nen e..mo..m.v eels�..m.eno..eaa TYPICAL S*LF PIAN LONGITUDINAL SECTION THRU PATCH DOUBLE COURSE RESURFACING HOT MIX ASPHALT For Intenw lanes place eel Can SOEEL T 1j. 11• RESURFACING 2wm edge of lane tat.). Zr. its atn x„ FULL DEPTH PCC PATCH WITH DOWELS r 'B'joint UM O1 Driveway radius(R). Width of island as specified Q Median height as specified In the 4 //oe 1■■■ Residential:10 foot minimum,l5 foot f~4" contract documents. aY . maximum. in the contract documents. O��sQeG` E'joint Commercial and industrial:As Possible Q Construct'C'joints at a maximum as © specified in the contract documents. Overlay spacing of 15'.Match the jam ' 'or'E' O {� 0 Transition the curb height to 0 inches at © pattern of the existing pavement. Cross slope 1 1/2"typ. 10• #4 Deformed Bar Instal expansion joints as directed b 'ant Ifl. © end of taper/radius gass ecfied. ;7; ;kt;;n:Tdm :: entl raisedWrbpO3 Backofcurb minimum11111 strial:7 inches Mill existing 5" DOWEL BAR DETAIL . Y , •3'-0"min. minimum. 8"typ. • pavement 1/2". i 5'-0"max ® Sidewalk thickness through driveway to Refer to \ i match thickness of driveway. Dowel bars at 24"C-C longitudinal Detail A spacing.Drill holes in existing slab Back of curb / DETAIL A SO Center tel bar vertically In the for dowel bars and install with pavement. polymer grout. DOWELED MEDIAN • 0 8 Mantchesimtnlessmf adjacent roadway. n . TYPE A WITH FLARES © Drop curb 0 Zoviig'E'joint at bark of curb unless 0 Curb� height:0'to 2" g'joint H specified. Width of Island as specified p• , O 2%towardl (center onvert f pavement crown in the contract documents. : Q 4 Sidewalk -. • ,rip ,B,joint . Driveway L 18" 112' O 9O Target cross slope of 1.5%with a Grass or Landscaping s specified) a a°' ♦ \ 4� (mum cross slope of 2.0%.If W 9(asPecifi ) E"oint .� ¢F o TYPICAL SECTION specified in the contract documents, Removal Line O j 't construct the sidewalk through Me 4%Cross Slope(was specified) t CO , '� driveway 5 feet wide to serve as a ExistingMIN \\\ \ New Pavement Z 0 _ © � passing space. Pavement •-- C'w'E' _—•'" 10 If cross slope of adjacent sidewalk panel —1---- �-—• l Jdnt. O `. extxeds 2.0%,remove and replace[o \\ 14 �■.■ transition from existing sidewalk to � sidewalk through driveway.If elevation Install BT-3,BT-0, i change requires a Web ramp,comply with or BT-5 JointFt" � detectable wanting panel wRh Engineer. m Typical Half Section Typical Half Secibn „ ,on \, �00 ' with Existing Pavement I with New Pavement 4—>SUDAS tie. I,n,.9-,o m Cs, -oQe O$ #5 x 3ci OR .r"o— 9 G reinforcing 7010.906 Refer to bar 4—> ,�c 2 '.101 LANDSCAPE MEDIAN SHEET,d t Detail B 1 SUDAS 7030,1 f 0.. l t_M :4HHtC 1 of t 00 SUDAS Standard Specifications m Bad d PeO x ctRb SUDAS Standard Specifications m m y o MEDIANS o TYPE A WITH RADII CONCRETE DRIVEWAY,TYPE A DETAIL B PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-I1-06 CHECKED BY: A.MO a Fot RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAO DATE: 4/I6/2018 4:31:31 PM DRAWN BY: L.MOORE ORE Be05 CAO FILE: c:\pr-rorkdtn\pv-le\Inm\d0116427\00171001.00-B0l.SHT.dgn • CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS BROKEN CENTERLINE(Yellow) BROKEN LANE LINE(White) SOLID LANE LINE(White) Lane layouts shown are typical. .DOTTED LINE(Yellow) s s DOUBLE DOTTED LINE(Yellow) .DOTTED LINE(White) Centerlines and lane lines may be painted either side of centerline. 9" 3. :f Drawings on sheets 1 and 2 are oriented to 4" 4" 3" 4" 4" 4" l liand 3" represent direction of traffic moving from left 1 3"_}_ _ Jdnt }_ _ WMUr t 4" to nght. �� —± t� 4"(Joint) Line -� {e•r-1 —4'—�I (Joint) r,1+i 10' f~30'—�I •^I 10' F•—30'—H 1 ; "� I.2'.1.—4'— ( �V f�Ap R 7 PM 3• 54 NO PASSING ZONE LINE(Yellow) DOUBLE CENTERLINE(Yellow) 4 1 CHANNELIZING LINE(Yellow) : CHANNELIZING LINE(White) 4 LANE DROP(White) CITY CL IQ WA CfT y,EK '� P 3 (Joint)mmi, (Joint) } }. igggy —a ---I 10' I-4 -30'—.4 T 6,--3'—+( 9'—.8I EDGE LINE RIGHT(White) EDGE LINE LEFT(Yellow) 4 STOP LINE(White) Itr.. YIELD LINE(White) .s•DASHED LINE(White) 124" I. I~ ( RKx 12" (Joint)Edge of q• Edge of Pavement t 11'-9" Pavement 11'-9" k `. _ _ q" Possible Contract Item: 'j T I.—7—►4—2'- 44—2'-~I (Joint) Pavement Marking Line Items 16" Possible Tabulation: 7 108-22 RAMP EDGE LINE RIGHT(White) RAMP EDGE LINE LEFT(Yellow) `Iowa Department 9 lo.,c.0'1Z. 4)CROSSWALK BAR(White) 4$CROSSWALK LINE(White) MODIFIED ', 1 Io.s,3 of Transportation , STANDARD ROAD PLAN PM•110 �-1D'. SPACE TO 1a PM•110 I s „a, STANDARD ROAD PLAN „„T,,., 3 :.s .r.�iu......xv.......rr 36• KEEP OUT Edge of q• T Edge of J - ....�"°°..,... �_ PATHHEEL � ., "...A«>............u.��v..:...«+b I 3• Ramp Width ,_, J Pavement Ramp Width f Pavement q• „".,e,,..,,a,,,�,,.,,,. �_ _f �•,,...®...,.,,E.,,m,,,,",..,, T T LINE TYPES(MODIFIED) LINE TYPES(MODIFIED) .4 1t 6" SLOPED CURB 4"(White) 4 SLOPED CURB 6"(White) 4)i STANDARD CURB 6"(White) Paint® Paine Paint O 1OApply paint from back of curb to gutter O Match pedestrian street line. I W WMil crossing slope,or flatter. W 4, 4•W 4, 4. ■ 4,4 W O Minimum 4 feat by 4 feet. W 4. v- 4. 4• 4. Target cross slope of 1.5/. 4• 4• 4• 4• 4. 4• 4• oftt z 0/maximum cross slope Ni. W .l• i 4 ExISIInngg W W 4, Gutter Line Gutter Line Gutter Line 4. v- `�' 4. SidewaAc O Target cross slope of 1.5% V. 4, 4. 4. , etch existing with a maximum cross slope 4, 4, 4. 4, sidewalk cross slope. of 2.0%. SLOPED CURB 4"(Yellow) 4)SLOPED CURB 6"(Yellow) STANDARD CURB 6"(Yellow) 4• 41r 4• 4• '., s Slope Transition 4, .I I 4, 4, 4. 4, i Segment(where necessary) PaintO PaintO PaintO l 4, 4• 4, 4, 4• 4, 4, 4, 4. 4 ` 4, 4, 4, 4, 4, 4, V- NI, 4 4• V- 4,4. 4. .1. O 4, 4, 4, 4, 4, 4, 4, 4,1 - ( 4, 4, 4• 4, • 4, 4, 4, 4, 4, 4, V, 4,W 4, 4, V. •Y NI, 1, 4. 4. 4, 4• 4. 4 0011110,_ 4,4,4,V,4,WW 4, W W Curb ramp requirements: 4' Gutter Line Gutter Line Gutter Line I 4. Parking v-4, W y 1 of 8.3 Maximum ocurb ramp slope MEDIAN NOSE(Yellow) v- 4. W W 4. 2. at Minimum length of io15'-0" y 4 �, 4, 4, 4, 4, at any constant slope v, I 4, 4• 4, 4, 4, 4, 4, 4, 4, 4• 4, 4, 4, O1 Grade Br-- 4, 4, 4, 4, 4, 4, •Y 4. 4 4, .I• w 4. 4. Key W 4, 4, 4, 4, 4, 4, 4, 41_510"min_Iw 4. 4, 1 4' 4, 4'- 4• 4• 4. •, 4. 4_ 4, 4• W ( ® Curb Ramp 4' Turning Passing 1 Turning Space � Space area if E Special \ 2 sidewalk Detectable Warning Shaping t O ■ IL is less 5'-0"wide 4 - - �..; 4. v- 4. .y W " 4• Grass c \ ; . 4. 4• w 4• 4, 4' '' '-'-Space passing area et Nap1Iowa Department ar "'",a, m ' 4, 4. 4• 4• 4• 4• 4• 200•-0'(max-)intervals. _ ..,'az s 1 Ia- �.\- • x 4, 4. 4, 4• 4. (Required for new STANDARD of aROADPLAN PM•110nsportation Perpendicular D. . ,� •• : Grade Breakp4. 4. 4• eo^'*r°°9in1 -SUDAS 7030.204 N Ramp Slope: SHEET 3 al 3 g 6.25% (target) �I 4 Fees of Curb 'I' 4 =F4'� �„v• P"'a^�•."�^�'+'" 8.3% (max) 4• 4. 4" 4. Beck of Curb * 4' 4• 4, 4, W W SUDAS Standard Specifications ,,.a„"".".."..,..», .. m Special _ - m Shaping H LINE TYPES(MODIFIED) o GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK PROJECT NO: 171001.00 DESIGNED BY:C. CARPER N0 DATE BY REVISION DESCRIPTION S,EE r NC. PROJECT DATE: 2017-11-06 CHECKED BY: A. MO FOtli CAD GATE: 4/16/2018 4:31:33 PM DRAWN BY: L. MOORE ORE RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE B•06 CAD FILE: c:\pw_vorkdtr\pw_ie\Inm\d0116427\00I71001.00_B01.SHT.dgn CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS Ts 1: • Curb Q Unless curb ramp Is aligned perpendiwlar to the street Perpendicular Curb Ramp Turning Space _ Parallel Curb Ramp Standard Sidewal 1 k Provide a minimum 2 foot width of •�• • cmr ru a •. radius.provide an area or special shaping at the bottom /4 (length varies) (4'-0'04'-0"min.) (H required) detectable warning suan travel in the •+••.•••.•: direction of pedestrian travel across • • or the amp.This area allows the grade break at the the full width of the curb ramp or - bottom of the ramp to rle ion to gumgir[Done ramp had transition to guttenine for wheelchair 6"min. Vanes O fuming space,exclusive of curbs or 510 flares. • i� j u eMeal rsm latent to amp unless mares are See Detail A 6 p5%target) O a P e e �,o in Is left between warning panel d base or © m O2 Provide a minimum of 6 inches of / ...... .. .i l .� costar Detectable Warnings gg%( I`' _ taro. 5%max. -�— concrete below the detectable waming I Cross—... —. 4"min. panel j� _ _ - b APR 17 /J�• O3 Minimum 4 feet by 4 feet.Target cross Sea Delay A PH 3 5 4 slope of 1.5% a maximum cross Crosswalk ` When a KT Or BT joint i5 slope Of 2.0%. CURB RAMP PERPENDICULAR TO CURB Al _ - / installed at the back of curb, pp_ -: .. - 12" ' 18" provide 3S"expansion joint at 4 If normal sidewalk elevation cannot be _`\rt '' '' '' '' ' CITY (}:°� X"expansion joint or KT-2 - front or back of the turning space. -`=-`= I s t t or BT-3 joint when specified. TYPICAL SECTION-CURB RAMP achieved the the t and anding ramp 0 y, ('� between street and landing due to • sea Decor•A• \ '• •• •• \.s t i Z�! Y+ "f limited ramp length.provide a parallel , Key ramp to make up the elevation ••• •• \-•-`•`••• difference between the landing and the . .. . MICurb Ramp standard sidewalk. — \ •• The length of the parallel ramp is not 41. CURB RAMP NOT PERPENDICULAR TO CURB Turning Space Back of Curb required to exceed 15 feet,regardless ••.�:.•' �. - of the resulting slope. Do not exceed Top or curs myr m Detectable warning _ 8.3%slope for parallel ramps shorter ... than 15 feet 5 If crossing ossing gate conflicts with rare or Curb )5"(max.)I Guttedine O location of detectable waming or ifaillifor r}•m. SKEWED CROSSING PERPENDICULAR CROSSING \ pedestrian crossing gate Is provided, Cutlet Line Possible contact Items: OO place detectable warning panel in Roadway Pavement Detectable w i g 6 8 advance of the crossing gate. sidewalk P.C.Can<rele= Level sidewalk,P.C.con,-.r:�,. Line ©Locate front edge of detectable waming DETiLL•A' 1.e•ae" Direction travel oa amp Removal or sidewalk a► -_-. panel 12 to 15 feet from centerline of I r j SO*m esxa Possible Tabulation: j DETAIL A nearest rail. Orient truncated domes LEGEND base"new tia-t a - Q Sidewalk parallel to the direction of pedestrian y I�'- travel I ' camp I_ - - \ °- 1.s•3.4- t / \ - I � kand� 15 t� _ mi ras) O SUDAS 7030205 n DetectableWarnings Detectable Warning _ SHEET tor' �_ [NNW,. froo�. • , Sheet 1.AN. H of Roadway sccnou oo �••, sn.r�- m -iio _ SUDAS Standard Specifications I.,..•:I vegerodon SQUARE PATTERN ' --_ (Parallel alignment) DETECTABLE WARNING LOCATION AT RAILROAD CROSSING GENERAL SIDEWALK AND I DETECTABLE WARNINGS CURB RAMP DETAILS DOME DETAILS ON DETECTABLE WARNINGS AND PEDESTRIAN RAMP A New Sewer Install inlpipe diametersuppo orf r lardillger newhensewers cleara12nce between bottom of new sewer and top of 0 Parallelledo Curb cannot bee: Ifc normal witht the existing line is 12 inches or less. elevation achieved the perpendicular ramp between the street 4Q Comply with Figure 3010.101. and landing due to limited ramp length, provide a parallel ramp to make up the (. Form interior surface of footings.Keep elevation difference between the the 12 Inch utility clear zone free of landing and the standard sidewalk. concrete. 1}"Compressible The length of the parallel ramp is not 12"or Less Material required to exceed 15 feet,regardless OD=Outside pipe diameter of the resulting slope. Do not exceed .i. '0;22 A•'•;a.L 9p°' ♦.0NP- f'G.. .••p.,. Sre 8.3%slope for parallel ramps shorter b'a.t5•,A'fby w ;p o- .%• o Q,6. qy:.-.'-0 ,t S aba. than 15 feet --..'_ _o dd�_ -'.?bqo°�•':'4 Pna .,-.V,�. of t Pik _ .c-i.� 1/=%"z= A Turning Space:Target slope of 1.5% — \ �® G t,, with maximum slope perpendicular to the Undisturbed Soil _ f 4. ,p .y ©O eq a travel directions of 2.0%. Minimum 4 _ r 4• y y e Ol G'eo.'x) �® 4• W feet by 4 feet. e A y !/ Bedding OO W W V' W W W W 4• en `I' W W 4, '' 't' 4, 4' 4' 4• 4' 0 Perpendicular Curb Ramp:Target PCC 5111 4, 4, 4• 4, 4, 'I' 4• 4, W W W W 4. 4• running slope of 6.25%with maximum Grade Break W W 4' 0 * W v- 4• * W 4- running slope of 8.3%. g Utility O v- 4• / ��'W W W W W Water,Gas,etcSewer, ®Target cross slope of 1.5%with a 4" m 1''1 `O em,.7.7 :*, W W maximum cross slope of 2.0%. Special Shaping LL���' l:! ��' O Match pedestrian street crossing cross New Sewer � - slope or flatter. 3' r:De n. (h'A.)— — rA OD/4 Key C 1 k Compressible c - Curb Ramp �,e.i. m Material Existing Utility o6 rm New s,rr11: , z,_,< Nal o 6. Tuming Space cA)SUDAS 7030.207 „ J 3010.901 SHEET 1 o SHEET,m, ..e e.. Detectable warning m m `I' `t' CURB RAMP FOR m SECTION A—A Lrl CLASS B OR C SIDEWALK 0 o SEWER PIPE SUPPORT OD + 6' OVER EXISTING UTILITY LINE r PROJECT N0: 171001.00 DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION SHEET N0. PROJECT DATE: 2017-I1-06 CHECKED BY: A. MONIZA F0th CAD DATE: 7-1 4:31:35 PM DRAWN BY: L.MOORE RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE B 07 CAD FILE: ce\pr-rorkdlr\pr-Ie\Inm\d0116427\00171001.00_BOI.SHT.dgn CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS Wrap L Idnb m concrete roadway pine nitre. 2.-Place appro.reset as diredm ea. emh Lock washer.Sane Boa AOOrox ()non, warner to Top Inotiom kr Half Pipe) ketone con br maw e0d installed gPP Ux Type 3 Comediore on L cuNen pines,unless a r df'd 0 On 10.0*extensions,conned L new mints 01.5 Clef the 0IMF }-knew when e Melerfab I.M.N5.01 lor Connector ...Ina relnbrdrg, of Pipe b insapednBC IoM between the old and new culvert pipe.Holes may _ - - - P.C.Concave Drop - ` I n� ` neetl to be drilled Into exktln9 puss. Eye B� wii Nab I«twaclp Eye BapVAr— N° Iw wnracM a showing at L IM1roaded ends. as speeded Singe lea reinforcing. Lr-j-✓ `/J Conn«sor Connector k.Ie m nonn.cbr H.for connector Ey.BanComees.not re Hires an ppe seeds.In.11M by ,�- y naabranal „ in „y_ 0/ , 11a1.far I me pint riehl V 'e� Eye aa.projection`ri projecWn �-• •-�- Fa balm concrete One join..connedbsmay he Ms.,. l�� m11 spree, a =�1 T 18 a' 3 Nro MM..kid. A� hen R 17 Pope : S4 I1aNartd Ad.�` a,enaaeda anal De 6'aC 7Y ,s irs,al.e. mown tool e3re coven No.a vA. TYPICAL SECTION 301bz/t00 q.n.lAp ems s-. CITy the plpe section. �1p..y.m_nrador.o» top SEALED JOINT combated Pine Lli d TYPE 2 CONNECTION TYPE 2 CONNECTION SECTION OF PIPE CONNECTOR ,s`�` TYPE 3 CONNECTION SECTION OF PIPE CONNECTOR 1 Japq (Concrete Pipe to Corrugated Pips) (concrete Pipe to Concrete Pipe) i O WA C j T�/T pre r ajrl�y0r cop of the pipe section.For deteis of �.�Y�'T31M5 I.M.M.gfor lea Wesre0en akrfak I.M.a81.091or seal requirements. I202E3(Non-Sealed Join) Tyye 2.]Corm.. Two connectors roar the lop of the pipe section.For debt of eeech)oee MP) ERosda'+Y -.� = - - Q reinforcement.rebrb AASHTO Al170 for classdOb 24' requYW. Hake or Manhole\ _ Tyra 2 a 3 Connections - .. .. .. .. 1r ,r `.pro ,2` e `�L 1� T T T j 1 '�� � ' 0 a nabs era nerd sobs,pace a ribbon of butyl sealant Oa1�e j IPE CONNECTOR NO(M FDR round bob before placing 3 in..3 in,.1 in.plate on j%� SIZE AND BOLT SIZE CONNECTOR '- Culvert P. ttil (Ind 1H.1 Irons through corrugated metal pipe and tightening caw. culvert Pine ,2a2T� TYPICAL INSTALLATION TYPICAL INSTALLATION ONE BEND END THREADED AT BOTH ENDS _ i 0lj Inch rounda)4 inch thick washer or 31n.x31n,a j b. , _Mulcted b 1.0 square dale(shaped to Hoe redius). STORM SEWER OUTLET-TYPE 2 OR TYPE 3 CONNECTION NEW CONSTRUCTION-TYPE 2 or 3 CONNECTION 0 ' 66 to 132 1.0 11 0 Connectors eI h One Bend End and Ball End spacers OPTIONAL BOLTS/CONNECTORS PIPE JOINT WRAPPING Loved per Makriab I.M.as1.Peter to Optional Boas detail. Top 0 EnOne0M1 ...nag tab.nor erosion coed n . Eol PIPS 0 Instal gasket if specified in the cone.documents. Double ea rel.... cone. as smog. T.3 Conneatiaa 4 wh le Ire Possible Tabulations: ...led 104-3 104-5B r-- .fr--(C' C'- lf.- . ----: MODIFIED I—New be I E mg Pine I New Ire—a MODIFIED 3 I hn,,.,, Imo«le. Roadwaor y Embankment amts.„-, DR-121 eke STANDARD ROAD PLAN DR-121 TYPICAL INSTALLATION PJeiO,ea-„e„ , a2 "�'maa'^�°° L 1 T To.....T Pine Tapmr.T STANDARD ROAD PLAN PIPE EXTENSION-TYPE 3 CONNECTION senaseasmaw...- T. Milo" WOO, {J ...v.n �� SHEET Existing EtlsasP 9rO6L+ TYPICAL SECTION TYPICAL INSTALLATION a..wp,.°..,..,�.....,..o,s....„�.. (Non-Sealed Jo4N) ...,°.r°e.«,c.,.c...oas r w.<r. TYPF 2 Alen TYPF 1 CONNFC.TION� CONNECTED PIPE JOINTS TV PF 1 cnuucnnnu CONNECTED PIPE JOINTS When chrhah wNcn are less Men 1 eel been the trench r T O P Pe. (Corrugated Polyethylene Tubing). y y Q. bottom are encwnt.within a tabulated subdrakh,stop �� Edge d PavemeN S r EAge d Pavement SartlalYr 1 Perforated Bubdraln Caro red P N TuCI /Y I I the venCi I leer from the cubit and resume 3 feat beyond Edge d Pavamenl n B. Q Porous Backed for Subdroin(compacted). the when. T _I_ L L °� —I— o - = �� S� �-S� 0 pace porous backfld In aired contact with a minimum d 1 j On new constmctbn projects Mace the subdrein after the 6abgredeTreatment ,_ w - w 2 Inches d pavement and continuous to shoulder © 0 Dkdh 0 rg pedal backed.l required,and to granular aow.. p © Special materiel as per hulk 11 a 12. paves shoulder material. 2a• Subbase © ay1 r;.:'oa'°.ht — — — — — — — — — sw Hak. • O u . 0 • 0 "We 0 Instal suberaI as cut Fa.olopa Except nor beckslope inskilalpns,rc me Contractor's 0 O • proceeds. ' INTAKE OUTLET operations result in a Pooch,place and compact penult On existing Granular or Earth Shoulders,r 1� 1\ shoulder malarial in the lrenrlh,o ea level with oe TYPE 5 INSTALLATION TYPE 6 INSTALLATION TYPE 7A INSTALLATION TYPE 7B INSTALLATION ®i rg eplala with Snooker adjacent surface prior to opening lanes to traflc. inch minimum tiepin granular shoulder material. SECTION A-A SECTION C-C SECTION C-C SECTION C-C 600e typ. SM'typ. 0 Perforated&tar.(Corrugated Pdyemylene Tubing). Suograde Tream.ent Sumralr For Drag Plademenl Pr.. © On Paved Shoulders,refer to Section 2 502 0l the aG'�I Subbase°r Paver..PlacementPlacementStandard Specifications for finishing shoulder. O .11) Rptiv.PMnr.a 0 Porous Backfla ib Subdrain(compacted). II0 Cut'V'notch just prior to subbase(if proposed)or y 0 O Subdraln outlets.See DR-306. pavement placement to assure uncontaminated contact WI She* T T T W T T 7— 3 0 2 foot section of corrugated lmetaltpipe d diameterle-waT 0 Place lop of subdram trench at the bottom of pavement. F 1L I ]' larger Men pipe t or 2 tool section of double-walled oN.bps r PE a PVC ppa of the same dkmeter as',drain.Pipe minimum vertical that a wedge of tad 012 porous pavement s avemen. • O ell be pap for as'Subdain Outlet(DR-303r. © ] Dldh QQ3Q--��� OS Al out.%Mal be CMP,Connect CMP outlet one of two ©� T r T 3 F.lion ways:C l Inside-fit),or(2•Inert 1 foot tt fool h subOr m 6 ,I1 I I Elevation Inside CMP):a(2)Insert 1 foot of the a Inch wneraln Edge d ArY'fi Edge of //llll Partially Paved Edge d Paarwp „)) `�\ Into fi inch CRP one Mary red entire opeNng wit Smut P..Mrharhl Y(� Snblde7'a`� Pavement y Cut Toe \\\ N 0 Instal rooenl guards on outlet. 0 I 4' r cob. MA Resurfacing ShbMr TUBING PLACEMENT Place porous lea Nl in died Doled w a mlNmum of jay.��� r ��15={ Spada: ALL TYPES Q o pavan Eitimesrs = 13a4ed �ys� �l/�1 A 21nUes I en and cantlnuoua to shoulder 1�/ /J' material as per dole to or 11. cm Toe (AlCut roe 0 O O 0II the trench Is Inadvertently carted over the coven. © 0 repair the trench as detailed on this sheet.II obstruction •obstruction 0 WI Is 1 foot or more below trench bottom,carry subdraln 0 PLAN line over H continuous alignment.No payment w6 be made nor trench repair. TYPE SA INSTALLATION TYPE SB INSTALLATION TYPE()INSTALLATION ,2 C)10 inches for 4incn subdrdn. inches for laA SECTION C-C SECTION C-C SECTION C-C a0 in e. ca,wo.le PM. .In Using Stamen p� 7. Rao,,9al.en Possible Contra.Items: - Ifd• SiberContra.Ite lnal,(Back lope) Subdmin.Longaudinal,(Shoulder) Rol..y'Pavement // I �� Subtitled Outlet(DR-303) Sunerain Outlet(DR-306) Earth FW e ( 'I © Posslbie Tabulation: �/ Pca� 0 ( © �l©d^/ O ( ° Trance '�-g li Widening Granular Existing wld«lrg PGranular ossible �f:?iiiiiM'+T':':>iilvv'�:.'Jlf:yrX;i CY E Fable Unit Pavement Una w[v61on �• %�° .�. ��.."° .�a" © . MODIFIED MODIFIED ] 1 to.n-1T Flow Una 5, ,,,, ��.. E„el g Pavement r ss « '°„„ 3 Elevation sue' DR-303 umismaimm.. DR•303 00 o° a © © o STANDARD ROAD PLAN 6„EE_3d2 Pine m eo.Cub«,— �_ I STANDARD ROAD PLAN BEET,eta Subbase a..",n,.a aa...,„awpa.n....e�r..'N.,ew.oa.a,a Stop SOM. 3-0- I.— 3-0' Ream.SW.. as,,.aa.�...�.a.,.....a......p.a. -J O o o TYPE 11 INSTALLATION TYPE 12 INSTALLATION TYPE 13 INSTALLATION TYPE 14 INSTALLATION / y SECTION B-0 (MODIFIED) SECTION C-C C-C ae SECTION .an ma.or m.,.c-,aos rho.,ro Q B. sboo SECTION D-D For New Widening u0X For New widening Unit If SUBDRAINS 0 S INS Thinner than Eds.Pavement TNck.r Han Existing Pavement (LONGITUDINAL)TRENCH REPAIR AT PIPE CULVERT SECTION E.E (LONGITUDINAL) (MODIFIED) PROJECT NO: 171001.00 _ DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA N./ Foth RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE S•SeUV Q CAD DATE: 4/16/2018 4:31:37 PM DRAWN BY: L.MOORE K CAD FILE: c:\pe_workdl r\pw_le\Ina\d0116427\00I7I001.00_BOI.SHT.dgn CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS v V RCP AND VCP PIPE BEDDING 0 Refer to the contract documents for specific material and placement Refer to sheet 2 for buy depth restrictions. requirements. • IH� �-II -�{I F IL ECC)e Q Required only when specified in the contract documents or when I O I ; 1 �O I ,' ceding Class R-1 or R-2 unless specified other...directed by the Engineer. a Place remainder of bedding and bad,fill materials as weaned In the.ntrad h.. - �/ :ga�a;� **.CIAU11111.% obrz21118 APR 17 PM 3� 54 oore� _J :OD = Outside diameter of pipe k• iTYl , •'._ r'F". ..T_ {/� D = Inside diameter of pipe d CLASS R-1 CUSS R-2 CITY CLERK TW = Trench width at top of pipe I O WWA C I T 0 /A d = Depth of bedding material below pipe I,25 a OD CITY I{J;YBJ r (DD PmM3-� 00 „• 1.2s=o0 00 Outside eameter of ripe ,. / r(OD•6-mn.) © OS Outside span of pipe Bury Depth _ ___' Tw • Trench width at top of pipe: Final Trench Backfill 0 ow•a-min � Min.-ODert mares OR TVV �� S.Irldiee witlaievarbroalerl Man a Renror¢d tl a Depth of bedding material below pipe'. OD • • ' Concrete as"'"'e OD/8 Depth or OBIS,ng.inches CIavlaa�I' , 00/2 (whichever is greater) Ma@dal �� .�.' • \ 7 CLASS RJ CUSS R-4 12}"min. �\ ' Secondary Backfill ° con0afe cradle cpnaefe Arch a 1 �� 1j �♦�. ,I �,����4 i REINFORCED CONCRETE ARCH ANDEWPTICAL PIPE BEDDING ,.A...� ' ��• Primary Backfill Tv tw Springbne of Pipe fl 4 •' 00/2 Haunch Support A • b• • O . •' a•o• 3 pb Dori J_, - _ - , 11tiQ9P.�i9P0 94•. a - 1r -0•o ,b A. ar�Io. lj 0P-s.s'P§3• ' 9 • • •p�5¢, @SunAs `�ala„aI>eParinNn, I�,p,p„ c OD/6 :PC,j' SiPj; 4,;,.4P ., P' A>TL D �i, cl� , lorn-1e ��, • ', ,,., .�i 'too•.: p0• *rarnoarom�, Q.b b Pipe • SW-102 Ai d ...b..''''xs .g;«tL.gd' xs.At } SW101 ►.°.�4• �.., •o., Dias, �.�1 BGuuama.tn srANDUDROAD INAN „ FIGUREad =sHEEr1a1oSe1,37 me sao.s... •.�/.q� Man."I •v.lk�.I oo>••_�4p at°^ a _ -i_ -i. t i. .�- -n- IXXl'B.tL•1•A•'1EalQ1•.od=' lyi -e . L6RLg. _4,, ....._..,..,.......,. - -,....„R- N--.-.....,,._--- ° CLASS RS a CLASS RS ° CLASS RS 7. Arch Vertical Elliptical Horizontal Elliot.' RIGID GRAVITY PIPE TRENCH BEDDING AND BACKFILL ZONES • TRENCH BEDDING `41} SUDAS 9040.111 SHEET 1 of 1 SUDAS Standard Specifications ALLOWABLE BURY DEPTH Top of Bank CLASS II RCP CLASS IV RCP CLASS V RCP _ RIP RAP APRON FOR PIPE Moe cl.as claas dr.aaa RA seduce ,fire cans Class cass RasR< Pp. tree claas cases Rea RAaemeq ,*•'P7$' - OUTLET INTO CHANNEL Olan•lar R-t R-3 dams. - R3 gema.r Class R-2 ��� �!•/ �f•.•'�r•.•� (n) eeddep 6ed61n0 No Steel M.A. As•1.9% (M) B 0.8 tad.t 9 No Slael AsbA% Ay,.d% (n) ee3e9N Bead. No Steel Av6A% M1.09: Y�� 'Via /� / �,•,•/• 13 r 1a 1s• tP 27 13 ,z ,s v 26 a - - 12 ,e' z0 3s a a i ��l '� �� ,7 . 7Zt �� �;- 15 s 10 ,e m 27 15 12 IS 20 30 .n 15 IP 2( a a .a A •� �js1 ��•� ����•��•�•��7� �41 is e 1 r ,s 3a a ,e I3 ,s 2P 40 a ,e re 3o a a a . ��' 21 Y 1I• 15 . a 21 . IS a a a 18 re a a a a ,. vrA t��♦ try• t��• t�� _ ` _0 al4 y•h J 4f •iom , 24 S Y v3S a 24 1S 5 a a a 24 X a a a a - n 10 15' 30 a a 27 Iv 30 a o a 27 a a 40 P a -t: tie4% -ti• t'�1ill 1,1 •I/� , 1 30 ,r a a a a a IV 25, 40 a 40 30 40 a 40 0 a �j :4�l�4� �r• 111.r ' 33 15' 2a a a 33 IP 2e a a a 33 40 a a a a fl+� 214 Ill 41 III A• CNl �� af 3 1 r 5 27 a eV > IP 2P a a a 3e a a a a C ' �• 1` • ,•. ,•- l • ,42 1r 1S 37 30. a 42 1S 27 a a a 42 sr a a a a �••� �••� MIA�s� '!�� g..4.16� - Edge of Channel 6 I r IS 4 . a a re 25 0 a a 46 3 a a a a ���, t:, t_�rtiairt�O �f , 5 tr IS zs' 3 a 54 a zs a a a s >3 a a a a ,- . 60 1 r IS 25' 33' a 60 IS s a a a so 32 a a a a f.,-4.l.,411".1,-Am 66 ,1 1S 24 32 a 55 1S 25 a a a SS 3r a a a a 72 ,1' IS 24' 32 a 72 ,e N' a *Cr a 72 Sr a a a a As.A.el A0d RS'IreS As.Amaa6W RembrS, As•Area of Steal RS2cS PLAN A',- 10 EXTRA STRENGTH VCP CONCRETE ARCH PIPE HORIZONTAL ELUPTICELLIPTICALAL RCP VERTICAL ELLIPTICAL CoR 5 .G �1t�f=;, �_� e.ad. R.O a R� q Pipe ctw IIIi 4Mi EMI. P.O. pop lam Pb Clam •�1%t.....A.• �:i•/.A 1y;- -r., R-1 EX EF HEM HE4V (FxM) th) VEe VEN VE-V VE-N y[JT',�•� , •�. _r`` No Sew Aaa.4% 4a1.a% A.6 MY Top of Bank `'k' •01�- 4," .4v 1e 12 22 23414 18 IP 15' 22 3S �'•011*►��nr.�1 .41�b�0:4.42,- `e zs ar 30 30 30 ,eon 15 S n• I 4, ...u�S4�u�l_• �L•.r ,s:3a 24 IS n 3ox,9 N l0 ,s x a _ _ _ //,!,/,/„ 8 3P M 3P 3P 3P 32z13 ,B S 11 ,, �f1�.,I__ :!/mil/:!%.!%l% 23434 27 IS ffi 34x33 27 tr 20 a a �iiy�i�%_�' t��*���•t���j�t�� 'GOB:��ar. la 1S v 3v m m zex,s r s 1J ���..�. iope x4.ae 38 IS zr 3e=N 40 1Y v' a a \ '� � '� e '� � Engineering Fabric 0. 12 . m 30 30 30 29418 24 7 IS _ �4/. �. • ., 9 9 274V 33 IS 27 42z27 33 tr 30 a a �/4114411 S =B j'11j 15 IS IP 2S n a 38422 m S IS T .- �} i•!� 294. 3e Is 26' .B. 36 IS 2P a a ` ',mote!! •at�i.i�p% &tS...Al i. Stable Channel CROSS-SECTION 18 IN ,S 30 30 30 44427 36 S IN C 31 15 22 W 3P >P 514J1 43 S 1S 32za 39 ,S 26 49 z32 39 1S 39 a a m 1��0riiitrcOtrii TOrPii�F{� z4 ,S VI w 30 w se4x 4e s 1s REVISION 344. 42 IS zs 54434 a 1s za a a �SU11AS L,•we r , 11u-2o-1s Jj _��yl0 �_y�_y..-t MeC 'i n z0 30 30 w 3v eS.a s, S ,s WX 38460 48 IS 2r 6e 438 48 IS 2r a a " = :� � r a068 s. Is 2.• e64a se ,s xr a a SW102 Construct notch 30 . 20 30 30 30 734. 6o s to. EIGUIE 30102 STA NDIOADRIAN sHEET2ax J T at end of apron. 46476 m ,s 24' 76446 eo 1S 2S a a 7/ v 20 So- 3a 30 30 mxs4 72 Cr u' -s„",•.....,a,.-,e,.....,v- J Thickness,T Depth=2T. 53483 ee is N• 83463 SS 1s 25' a a m f/ mln. 3e 30 30 30 30 30 arse al Clam Rd boded° x Footing for Apron J 5e z91 72 IS 24 91:58 72 IS 25' a aNV 3e ,a Sr 30 w 30 _ .....m,,,� .._.,,••....••• •• y � Engineering Fabric 42 ,S 3e' 30' 37 3p e349e 76 IS v 00063 78 IS 25' a a y y� As-Mmasr R.e•zdo 68it106 EHIS 20 106468 84 IS 24. a a RIGIDGRAVRY PIPE O PROFILE Based on Class R-S baling Basal on Class Rdb.dam TRENCH BEDDING -. END LAP Section A-A PROJECT NO: 171001.00Foth v DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION SHEET N0. PROJECT DATE: 2017-11-06 CHECKED BY: A. MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 4:31:39 PM DRAWN BY: L.MOORE • B.09 CAD FILE: c:\pv-vorkdtr\pv_le\Inm\d0116427\00171001.00_BOI.SHT.dgn • CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS • Extension Length Extension unit may be used on either or both Extension Length SW-602 Type G Casting SW-602 Type G Casting sides of intake.Details are similar when 5'-4' •I/ 'B'Joint • Tpf, SW-tin Type G H-q-0"--{ I extension unr is on the opposite side.For 4ft i 30" 6" ling joint details,refer to PV-10L r� �- _" "1 Roadway 4' .e- ♦I I I I I • , 1 Pavement 4e3-7 .nn_.,.e _ I .I SI ' •jF71:: Q Match gutter slope.Drain to well. •/ _ st, Curb _ _ _ _ m Other lengths of opening may be _ - - �\ 32' 1 I 1 1 I I I I V4p rr Back of Curb - Transition r" .' •/ ♦ 18"Curb q,11••6•-q. extension a d varying the length of the I -I I- -1 -I-•••' - H Post 3p Transn extension and the rebar. I_I_ 1 1 r35. _I_ I I Depm 32 'E Joint 8"dia.Concrete Post _ pp _ 1 -1T. ri - [E I--6" I 'E'Joint ®Includes 2 inches forwall height ht above 1 I *8 dia.Concrete �= - 1-- 30 16-0"(max.) K ) ITYCLJ . 4' ` rt-�t��t� ®12lnch minimum wall height above all ncrete �` I � - Pipes. _10 Joint ..4..„-r Keyed I - _ FLOW.. 1.- F 6'-10l' ( - Top FLOW40] ` -/ 4b2 T r4b2 Ja nt[ruction O B'Joint \� I 4b1 -Cg„ 'B'Joint 'ED'Joint •{I 'ED'Joint Walls Lengthth 8 8 Boxout -23'-0"max. Length of$rb Opening 1,. - MAXIMUM PIPE DIAMETERS SECTION D-O �' Keyed Joint Precast Cast-in-place PLAN REINFORCING BAR LIST Boxout Len M-23'-0"max.® (should not I Structure Structure TOP REINFORCING PLACEMENT Intake Well extend onto _ front wall I 30" 36" Extension Lengthen LOCATION No. LENGTH WEIGHT svAUNG PLAN of box) CO -y w 3 sa :so x-e 14b1 a sa 10.0 2, To of Curb • au Ten • sa 2. 1r P Top of Curb 1- - }- - - {.1 .p Top •• se, 0.7 5r D=Y l or 1 P.[ 1 r o.T m Other lengths of opening may be ar 3a EA Llf II 1 4e5 4b2 1 I 5'A" constructed by varying the length of the ISOMETRIC p,o t extension and the rebar. FLOW INTAKE WELL,WALLS AND TOP 4L § j Gutter 6 '� { �� CC)� Gutter _ _ _ �=L - - -L Grade Grade Possible Contract Item: O I 1 1- 1 - - 1 CO Includes 2 inches for'ED'Joints. I I I to I r Keyed Intake,SW-545 L J Pe5 I I 1 1 e 4e1 or 4e6.See Sheets 3 and 4. 6"--I12 Construction SECTION A-A Joint _ _ _II _ _ •` "�� (Typical Extension Unit) - . , Fillet rete aF," I 1 I 8"Idia.Concr tee Post II-�4bt °`°"°N MODIFIED to I I I I I I I I 6'-,o'i` MODIFIED ° I°°-'r-te SW-545 _ _I_ L J. -I- L J _I_ L J _L TABLE OF DIMENSIONS L STANDARD ROAD PLAN SHEET,a,a 'e'Joint STANDARD ROAD PLAN SWT545 LO , ir. Ira Ira+sa 18 tr ia:.. ."a°baw, .e..b..so/ c '=r,. FLOC^J RE s..°.',:M "....a..w,....,..S keke HEET zo OEn.N.IP" Keyed Construction Joint � �ti...,w�. Y MM���i�p` 'a EL engM T-trp-tr 11,011,101 1 I. +micc. . "9°° wN.....oNa."�".s. ® wrriunaNs:.�wv.""."rkio-e,woa ENekee.. ^-III Boxout Len -23,0"max. CD e0,ow ," 10-r 1sz mz zzz 8" 4'-0" 8" me"yen 5�^ SINGLE OPEN-THROAT SINGLE OPEN-THROAT SECTION B-B CURB INTAKE WITH PLAN CURB INTAKE WITH (Typical Intake Well) EXTENDED OPENING BOTTOM REINFORCING PLACEMENT EXTENDED OPENING Extension LengthC Line at Back of Curb Keyed I� 'B'Joint-Edge to}"rad. • q" -2 Construction Extension Length® Forth 4e3 4e3 Normal Slo.= Joint I� 'B'Joint-Edge to}"red. • C-Line at Back of Curb 4e2 Keyed Form Construction See Detail'A' Grade _r li Y \ Elevation ' See Detail'A' Grade 4e3 r'--- 4e3 .---Normal Sloe Joint Elevatl0n 4et bet_ 4e1� 4e1 4et y \ 4e1 i \ 6„ Roadwa 6,. •e4 II 4e1 4e1_ 4e1� 4e1 4e1_ edwa ` \ - - - - - Pavement - - - - Pavement T 4e2 f41 14' II T 4e2 /-41 II sz I I I I I I I I 4., \ a 6 20 r I I I 1 1 1 1 1 I I I, ' .- qo a L J -4e4 Je 1- .L J_I.I. ` lz' - a \ - /-4e54e1� •e5 L'I J -1 4 je3{ 1 J_IT' ' \ _ - - ! L �. �. } 54e1 •e51 ._ t 1=t =l=t1 =1, - - T I * I=t =1=tom =1, - i 4e4 4e3 4e4 4e3 8"dia.Concrete Post a 1" 6" 22"�I}-8" •I• 26"�I 6" 6"dia.Concrete Post 1" 2}., 8„ 22" I 8" 1 26" I 6"^-I 3" • 5-2.. 5., - 5-2.. ,il 1. SECTION C-C SECTION C-C 40 B'Joint INSERT DETAIL (6 Inch Standard Curb) 'B'Joint INSERT DETAIL (4 Inch Sloped Curb) (6 Inch Standard Curb) (4 Inch Sloped Curb) PLAN BENT BAR DETAILS PLAN BENT BAR DETAILS TOP OF EXTENSION REINFORCING PLACEMENT REINFORCING BAR LIST =12'-0" 'g'Joint • TOP OF EXTENSION REINFORCING PLACEMENT REINFORCING BAR LIST 0=12'-0" 'B'Joint • MARK SIZE LOCATION NO. LENGTH WEIGHT SPACING „* 1,. 1},.1 32"- �K SIZE LOCATION NO. LENGTH WEIGHT SPACING .,* °•, 11.. F.---32"-P- b Taper. a WO/ 5a.y •1 r ( 4 Top I 10, 6. Z 71`j t a -4.z a Top Iva BT Drop y J I 4 3 • Top z tra 7.0 III- Drop .1 awl A Ten z Ira 17.0 15} �" ••a • Teo x Ira r D=4" m NI 4 Top z Ira 1 o r HMA - L 22" m PP a B. z ez I. z HMA L 20" Extension Length Extension Length Dy ass 4 ease z e 2• lay a .r.-.: 8"\ D=4" I a.e a rmaue y va} saa +z. g•• r • Ins. 1 10a , "'ur«,a I n/I • l ,• - - ® II /� • •� •van+sa eoaart ToolI,y.,I. ® - h1-20"46-38"� ••I a••van 16a BPmx 1 Tar 118.0 lac ®10" F-20"-h^38" REINFORCING BAR LIST =14%6" 4e1 WREINFORCING BAR UST O=14'-0" 4e6 4e5 1 MARK SIZE LOCATION No. LENGTH MIGNr sPACINc 4e54111"--1 slza LoarwN No. LENGTH MIGHT svAUNG _ NOTE ALL DIMENSIONS ARE OUT TO OUT NOTE ALL DIMENSIONS ARE OUT TO OUT To.. I1 aa} NS +r 4•z • tap + Ira eo 1- T T '•+-• D=PIN DIAMETER �. D=PIN DIAMETER 7 7.1 4ez 4 Tap 1 ira 8.0 DETAIL'A' - 1 1 a.3 4 Top z ua +ar 15} DETAIL'A' 4ol 14e11 I4e1� ',let 4s3 4 Top 2 .•a 1ar +5} 4e1 4et 4e1 461 a.a 4 Tap 2 14•a 1iI r 4et I I 1 1 I I( 4Use when adjacent pavement del I I I Izr Use when adlacent pavement �.I- L J V I Y I4e5I.-1 4.• Top z I•'a roe r Is HMA or cem site. Y I Y I4e5: 1 a.5 : Bw z tar 001 is HMA or cam site. AZ • w r mz ue zr pO ®Other lengths of opening may be L JJ 4.-• rapa.r 1 nay :se +r pO ®Other lengths of opening may be -1- 1 -1_I` a • nrn + 1r-+m 1+.e constructed by varying the length of the -I- 7' , -(- a . n.e + +r-+r 11.9 constructed by varying the length of the 1� I I I 1 I I +ca am=la raw au n.. extension and the rebar. 1 I I I 'va"'- row ,.z.31es. extension and the rebar. I I I 8"dia.Concrete Post I ' 1E4v0N I 1 I 8"dia.Concrete Post I- "EA:ION REINFORCING BAR LIST =16'-0" REINFORCING BAR LIST =18,0" MODIFIED ° l o"T-'a REINFORCING BAR LIST =16'-0" REINFORCING BAR LIST =18'-0" MODIFIED ° I''''''' I I I I I I I 1 1 ¢c� 1 1 1 1 1 1 1 1 I ql MARK S�LOCArpN NO. LENGTH MIGHT SPACING 1MIi0 WE LOCATON N0. LENGTH WEIGHT SPACING SW545 qlfucuusaznuocarmosrio. LENBrH 00mGNT SPACING Ksyicouani ONNoLENGTH umonnsPAGNG SL J_1_ 1s J_L 1 J_L Op STANDARDROADPLAN - _ fI Ira a3 4.3 Tap , 16-01 1a, STANDARD ROAD PLAN V 40 �'B'Joint� a.z 4 Tap I •1r-0. •d3 4•2 4 Top 1 •+s-0. •102 SHEET 3o 'B'Joint a.3 4 Top z 16a Tz4 1M• 4.3 4 Top z 1sa- a ,g, SHEET a w 4 Tap z 16a 22.4 1st_ 4.a• 4 Tap z +aa x 15e "maw r.„11 M,•,,,,,,.,-,,a"a_.aa..,,�.'+°,.°'.'5.: ° aw 4 Top y Ira 224 r 4.• 4 Top y 10, m r ,,,,.o 1p= ..,,",,,„,,,;:tr.,,-„„oo"ml .,.m..+• 4. • TLe z 16a Tza r 4.• Top r lea za r a. B.4 B y 1rz 102 zr ' Base B z Ira 18e zr ss PLAN a 4 era z 12z +ar zr ass 4 a... z Ise, 1e.0 zr "o0i1'. `:eke...,eke..., PLAN •.e r• rope .. v+3 a a a.e} ez+ 4.e • rap » a e, pa} w T. ..00pw.,,aN.on..a...a + BOTTOM OF EXTENSION REINFORCING PLACEMENT a- 4 Ira+ IC.In +3.z a 4 In. 1 2r-+0 lax ""`"°"""""""•""""""""••" BOTTOM OF EXTENSION REINFORCING PLACEMENT 4. • sv.+ 1 "'IC."'IC. ,3a ar 4 Imo + 21`10' I. •wnz0aw eoL Tow 165.6 n. •M.Tzam Soso. TarWWI 1ay.0100. SINGLE OPEN-THROAT •wen Boa. To. 165.5 be. •Mazza Bo. Tar 188.0 be SINGLE OPEN-THROAT CURB INTAKE WITH CURB INTAKE WITH R INCH CTANF1ARfl Cl IR EXTENDED OPENING r INCHINCH�I�PFFI Cl IRRCI IRR EXTENDED OPENING PROJECT NO: 0 DESIGNED C. CARPER NO GATE BY REVISION DESCRIPTION �O� SHEET NO. PROJECT DATE:: 2017-117-I1-06 CHECKED BYY:: A. MONIZA - - RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/t6/201B 4:31:40 PM DRAWN BY: L. MOORE B.10 CAD FILE: c:\pv-vorkdlr\pv_le\Inm\dOl16427\00171001.00-B01.SHT.dgn . CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS 0 Lap ends of wire mesh a minimum of TYPE E 6"min. 3,41:=IP' 6 inches. Two-Piece fixed casting it 02 Concrete collar is required when i otesEDTrim annular peace the wen me outside pipe of the pipe and the wall of[heand fit voids structure is 2 inches or greater. O with mortar. Wall of Precast Manhole or Intake Structure 03 Provide two#4 hoop bars in concrete Q Frame and cover shall be Neeneh R-1642 or p 6" collar.Lap bars a minimum of 6 inches. Dc I 0 ,lT P1� I approved equal. �a' ()Trowel concrete flush with Inside __ XI V r, (1 aQ I'��1 y q � 4"min. ma wall of structure. \' C e hgp4 t�13Pe Iowa de standard lino -L 0 and o min a conceded Dlckhole. 106'x6"-w2xw2 0 O ,� r�,,111;-'"J` \ �^ I T y eklAr atp�}s required_ be attached to (BgaJ Wire Mesh (,) yj \ "(/ �f•,etG ( /e TYPE PC-1 CONCRETE COLLAR CONNECTION 1 IIII v 4 Ci r�/IOt btlldrslpaced around freamedes Or IEar r r 1Y 12" __ —, K,,,...........i...„.y. ' � 0 ll'e o i L4pon completion of paving. A� STOWF,w�© , , C�j. 6-min C Q4 WORKS 10 CONCRETE COLLAR FOR PIPES 12"AND SMALLER '- • Wall of Precast Manhole or Intake Structure Anchor Bolt Hole l Flange Ityp.) O 9"min. - PLAN (89a)-Wire Me2 4"min. (8ge)Wire Mesh — TYPE PC-2 CONCRETE COLLAR CONNECTION ©Q Pipe Jdnt Overlap fabric , 11�2 12" 12" 12"at lop of pipe. I• 26"min, r:1 min. min. L +- J c — , P .I �� QSUDAS r.,nr rrr., m" sHECT,;a_,. \�► I6�1 • [ 1SUDAS `�or:a m r�� cv IrminEo 9 IWUE4f20.711 SIANDARD ROAD PLBJI SW-211 .-T `, FIGURE 6010.602 STANDMDROADPLW SW-6�2 $ 24"min. - saw I a r IERISI06:.. .r a ma r."e swas....u�e. P I 36�0"min. •I wwnn-" ................... / O i '"�������������"�����"����������� CONCRETE COLLAR FOR PIPES GREATER THAN 12' '"0°vx'"1.a'"'-' mEngineeringc PIPE JOINT WRAPPING .,�..�.."- ,�,,..-......"....-." �.."'-..". a.,.-`...-,-"" Fab STORM SEWER PIPE CONNECTIONS TYPICAL SECTION CASTINGS FOR O' PIPE TO PIPE CONNECTION PIPE TO STRUCTURE CONNECTION STORM SEWER MANHOLES TYPE G Cover Notes: Two-place fixed costing Cover shall contain the Iowa City standard logo and o q RCP Apron one concealed Dickhole minimum of Section RCP Apron Section of Clitri _. _..._H. 4t2 �wyJl ■■■■� U ;,III' - i -.C.,-.C.,48" ■I 48" MIME #4 Bars@18"o.c. �..�Iilr p STORM SEWER yy&. C� DRAINS 7'O 47 �� � ' �r STREAM �4 c 'ORKS D 's- TYP CAL SECTION ELEVATION 1 -8" W PLAN REINFORCING BAR LIST D W Mark Size Length Count D W Mark Size Length Count 31"mint 4f1 4 2'4" 3 4f1 4 T-6" 3 �/2 12" 2,•4" 48" T-10" -- - 4f2 4 3.-8" 2 42 4 3'-8" _ 6 I„ I 26"m(n. } 4f1 4 2'4 - 3 4f1 4 8'-1" 3 15" 2'-10 ' 54" 6'4" I • 1 I 4„ II 4 3.-8" 2 42 4 3'4" 6 I f 04f1 4 3'-1" 3 4f1 4 8'-7" 3 I}_ _hill c 18" 3'-5" 60" 8'-11" n A 424 X-8' 3 42 4 3'4" 6 m G I,o-]>_u �^" IEY IraaIFIED 4f1 4 4'-2" 3 4f1 4 g-7" 3 ? /2 �� ,0r.n 24" 4'4- 4}SUDAS .. " r 42 4 3'A" 3 42 0 3'$" 6 t 4030221 a 24"min. SW-6O2 0 26"min, FIGURE 6010.602 STANDARD ROAD PLAN N 4f1 4 5'-3" 3 4f1 4 5$' 3 sNEET,"r, g WII 2 of 7 30" 5'-7" - 1 72" 10'-0' 2T"min. IEFii5luA,..W sow ono.®c 42 4 3'4" 4 42 4 3'4" 7 $ . •" +4. N SUDAS Standard Specifications m 4f1 4 6'4" 3 4f1 4 10'J' 3 -.,."",,,.,mr• -1 84" 42 4 3'-8" 5 78 10-7" 42 4 3.-8" 7 TYPICAL SECTION 1 42" 7,3„ 4f1 4 6'-11" 3 84" 11,1" 4f1 4 10'-9" 3 RCP APRON SECTION FOOTING * STORM SEWER MANHOLES CASTINGS FOR 02 4 3'-8" 5 42 4 3.-8" 8 ti , PROJECT DATE: ,171001.00DESIGNEDY, A. CARPER NO DATE BY REVISION DESCRIPTION - F°t � SHEET N0. PROJECT GATE:4/16/2018 2017-11-06 CHECKED BY: L. MOOIEA - — RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4:31:44 PM DRAWN BY: L. MOORS -- - - CAD FILE: c:\po_vorkdtr\pv-1e\Inn\d0116427\00171001.00_BOI.SHT.dgn CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS B-1 A New Sewer Install pipe support for all new sewers 12 Inches in diameter or larger when clearance between bottom of new sewer and top of existing line is 12 inches or less. Alternate assign may be submitted to the Eogtcee.for approval. al a ducts mown,intludl,p gmurd wire duct are O1 Comply with Figure 3010.101. i tt��.. Iwd0r�tlmeiwaeadn afianwaa rorl+sx�naen YWTTNOUR METER Pnntorell The dmnakd quantifies for wire and cede contained in O2 Form Interior surface of footings. Keep 0© I luSPEO,wREo m•tabulations include connections to me roaaske ...J�� terminals of me branFlt circuit breakers. ll ' the 12 inch utility clear zone free of I '� 7 '' The No.,z,AVJG rem 1 i"Compressible concrete. Ir0 1 ngmorgrounawke-qjumcert«ma pnotwkrctiic1cent la maaental°m ma k"or Less Material INtieniEl©-: ""' OD-Outside pipe diameter I 1 0-�o Al o tQ 1rz•.4.long Bolts(z required) 1 • ''I •O'a$#�:: '•.C�� yy. F,'Pt;•r I 'la i 0� 18 PR . .. N ,long) •_'� - .'..-Ovi ,Ib y.�•JP ✓"• _.q .' ll•_ 1 2 3 4 OFF T( VIEW .I 3� Sid Undisturbed Soil - r From - Lighting Circuits ° O © © I L(Transformer JQ1 Contact ) ruf JAY �� t a; O B c.v. km(2P.) ��� t: r A '":v �mi Bedding 1 cmand Rads c.Line Breaker r Fax ITS O C 1 !(f l t A PCC _ E.Surge P oteabn Devoe SWITCH FROM LIGHTING CIRCUITS I,I. } i 1 elm i.Bran Circuit OPERATION TRANSFORMER { (Utility(Sewer, Breakers OF I ■■ I ,y`Gas,etc.) CONTROL PANEL WIRING DIAGRAM 2•-0. SCHEMATIC DIAGRAM ■■' New Sewer ,owp-r lotpl "�■ - .. 3rr ■■ a0 Posse.Contra,Item: Ij CaNa Cabinet Cabinet Interior of CaNro1 ■�(By Contractor) 644 Fee SIDE VIEW TR(all Trerce CONTROLLER PAD �� slow ror o,aHage OD/4 f a 1 "Compressible "nmar Bolts xI alc Material Existing Utility W"tl) I - / PIMtoLghtlrg cr°a oua m t ac 110,-ta I _J� GrwrA are Duct EeM F�IM Naua++rvlJ 3' Ne _isiar M. 3010.901 I Ground TO ,Gk°.Trenm MODIFIED Ita2'.t< ESTIMATED GUANTmES SHEET 10,1 SHEETtar+ �,.. - "•GG� 1 Re;ntnrangs°ee�'ss„e.• STANDARD ROAD PLAN LL152 .8 ME III Structure!Concrete tsyd3 Aenscwhowr e•.w.u., _ - CD mPLAN VIEW SECTION A-A LAYOUT LEGEND ,.,,,.,,,,,.,,,,,,•,�„,,,,,,o,,.,.,,,e.r= _ INSTALLATION DETAILS Control OD +6" SEWER PIPE SUPPORT (Pad-Mounted)et 8) CONTROL CABINET o SECTION A-A OVER EXISTING UTILITY LINE (PAD-MOUNTED) 4"min. Trench Compact Backfill Material The Ground yw.Duct I I R1 Radius of foundation.Minimum 13j•and I I Type Foundation me normally,sarequired �. A¢M>Duos Access Duct rock, ocher similar rock, h encountered.ntme Engi shattered �`�\�\/ / \C�\C�\ IIT minimumol2"9reaferihanR2. ay /`/ \/ cMkh.az) 9. excavations vadorove ns kxmefa a adjaType B cent ro the fooundationn.Dispose hapeito gA j �/ as Relnkrdng Tie Radius of me reinforcing be.Minimum 00001. 1f4 Reinforcing TM 0 me natural contour unless directedotherwise by the Engineer. ,g \ 1"greater than R3. /� \t! Ensure backfill material r E /� RJR Minimum diameter of foundation k determined b the Anchor /� �/ is free of cinders, Stainless R Radios of me anchor bon dam_ y\ eon circle required t«the dkmekr of the pole being d 7 / concrete,or other Steel Bolt © III III . o� / \/ rubble. % Installed.Wheredundatons,requirementsrthfoundation Forma be ° �/ III j ® met with normal foundations,enlarge the oundation c= //� �/ ..I ` as necessary to accomoaale the requires aamarer at o E ® IMSTARM�— N I Anchor eons no aadmonal cost to the contrewng Authority. U qp �\ \/ /,era. ' Pull Slot ,1 A V A„rnoreons MASTARM r w ;/ O One Piece - +�.. Provide minimum z•aear for an reinforcement O' / Lid(Type II or III) Skid Resistant HANDHOLE DIMENSIONS TABLE Lap ,p OA Surface (NOMINAL) t Min. _ m Min. ® �,,� Cap open ends of conduit during construction to present TYPE © OW OD \� rote the upper uvve n of normaterial. acne againstAfter ceble Is enty of moisture by a ' w �� S method approved by the Engineer. �,I�— II 30" 17" 24" _. Conduit ae Vemcel Bars _' as VeNrel Bars For access ducts,use a 2.nominal Inside diameter duct CONDUIT IN TRENCH III 36" 24" 30" PLAN(TRANSFORMER BASE) PLAN(SLIP BASE) For Transformer aria fourdatlons,install a minimum Ditto access ducts,unless speared otherwise.Also instal a 1" 7. IV 48" 30" 36" nomkannsidedlamekrduafor meground wire duct. Stainless +•Chamfer Steel Bolt O © 3}.Min„4•Ma.. 0+ a4 bars lapped a mmlmum of re-as indicated.Tles may { f r kik.,3}"May. be waked to Vernal core. O r TO. 3 1 Off, _ — _ Q Base, rule length gaip Base. e.anchor bores:four for Transformer Em El m i aiB'— Base,three for requirements Box.Refer to the r bolt, Pull Slot Finished orpand- "' til��l�.�lti manufacturers requirements for anchor bon,nut,and peak �yam. - dimensions.Obtain a kmplate from me light pole Two Piece) Skid Resistant ©« 1111111 eo 1014 manufacturer for anchor bolt placement.Do not weld anchor Lid(Type IV Surface +e' 11 O3 Place+2 equally spared bars.U.a6 ban for 27 Inch diameter drilled shaft.Use a7 bars for 30 Inch diameter I 1111 drilled shaft.Uxa8 bars for 38 inch diameter drilled shaft Amass 'f• ©Refer to light pole manufacturers recommendations for Dutt Anchor Bon dimensions. Cable Hooks I Possible Steel Plate (4)Required _ rp required by light �� �,1:,,II e-0•Mir pole manufacturer) / as' ANCHOR BOLT Extend 8"granular u4 Rel"r«`ice O,�""'- Ties ,.a Ty p base 6"beyond • „u ° aE oa Ti walls of handhole. I 4)yU /i,'yr ,„a 1,o-21-ta MODIFIED a Iaoa_,a.,T NLI.103 Venice!Bars MI■■■1 LI.201 o I {';i FlGURER010.IDJ STANDARD ROAD PLAN SNEET1of1 l...I STANDARD ROAD PLAN $HEEi1of2 w •,oMael«.a„aw, .a,a.."AI oa„.ear.b »m."�sw.1.a.. S' aesea cow rre�wmabn. m `u'"�. • .a�. "a.v�w.." I+--- 2xe—4 n"""u,LR e•02s10„Nm „ va Eope cow 2 PRECAST CONCRETE COMPOSITE HANDHOLE ,."" N TYPICAL SECTION p CONDUIT AND PRECAST HANDHOLES TYPE A FOUNDATION LIGHT POLE FOUNDATION PROJECT N0: 171001.00 DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: -06 CHECKED BY: L. MOOIZA 4 b 1'�O� CAO DATE: 4/16/2018 4:31:45 PM DRAWNNBY: L.MOORE RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE Ba12 CAD FILE: c:\pM-Morkdlr\pre te\Inch\d0116427\0017I001.00_BOI.SHT.dgn CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS TRACER WIRE .TERMINAL BOX PLACE BETWEEN HYDRANT AND HYDRANT HYDRANT V I O ET�/�� I' FROM HYDRANT. I G T/f BARREL WITH 2X4 SCRAP EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO 3_Da OF W Niij� BETWEEN BOX AND 01 INTERNAL TERMINALS OF TRACER WARE TERMINAL BOX AND I RADIAL BARREL TO ENSU METALS DO NOT TOUCH. _ THEN DOWN TO GROUND ROD. CLEAR �i CLAMP TRACER WARE TO GROUND ROD AT SYSTEM �� 0 TERMINATION POINTS. SPACE /ApjltB�C © CONTACTRWTNHD NAOnVE SOIL•AWAY FROM PIPE AND IN �� TEf VAL ea 3. r4 x ('� FINAL) 1 + tco V V BADE WIRE CONNECPNG GROUND ()TRACER WARE TERMINAL BOX I A /� \(� ROD TO TERMINAL BOX IS A —I (� SEPARATE WIRE FROM THE AT GROUND LEVEL _ WIRE TO THE HYDRANT RUN f II} TRENCH MAIN TRACING WIRE OR FIRE HYDRANT BARREL() BACKFILL \ � _ SET ADDITIONAL GROUND ROD • r. TRACER WIRE _ HOLDING -T � .. 11= WATER ® FIRE HYDRANT VALVE BACKFILL WITH CLEAN 2-1/2' I ©GROUND ROD MAIN NEW WATER MAIN CRUSHED STONE TO 18" E SPOOL OR IRE HYDRANT TEE ABOVE BOTTOM OF HYDRANT I" MEGA LUG I THRUST BASE II— \ II- BLOCK DO NOT RUN WIRE / I = UP VALVE BOX EXISTING WATER MAIN POSSIBLE SPLICE I _ II: SOLID a=Trn-,_, -m. ,im-mom n=rrl-1 i�, I n—I I�I CONCRETE - —' � I =1 =TIT- z' EXISTING LOCATE WIRE SPLICE BLOCK AS REQ'D SOLID ANCHOR OR SWIVEL TEE TAPE WIRE AT MIDPOINT CONCRETE OF EACH PIPE LENGTH GROUND ROD BLOCK SPLICE SOLID CONCRETE BLOCK TYPICAL DETAIL TYPICAL HYDRANT & VALVE ASSEMBLY TRACER WIRE INSTALLATION w/EXISTING LOCATE WIRE SCALE:NOT TO SCALE Figure CIC-5020.201 Figure CIC-5010.102 NOT TO SCALE REVISED 11/2016 REVISED 11/2016 uwiawdrm Sot Extend thrust docks to undaroed tu epA Excavation into trench will may m CHANGES IN PIPE DEPTH DEAD ENDS(ALTERNATE METHOD] Thrush eba necessary. Use only when slowed by the Engineer,or when specified In the contract Fture doaahena. Fort vertical aerranes or poured concrete thrust docks except on hearing Sudan. .Q•.• Encase at fillings in polyethylene wrap.Do not allow concrete to directly contact joints or fining bolts. macs Med..Jdm Rnaakm Cw 7" -:O:4.d- , mower wNt � Q•- Resaaked JakM ....• RetaFerWM •••.Q.' '. (See Tindal —.• �•`,� •:S D::o..Q'a:_-=/, or Sun an = w =.' —/ / / 49. — ,,9 ,Water Nit MINIMUM BEARING SURFACE(sG .•' ...• :1:,. — : vocableDiameter of 4- 'cY'Q•`� J veNeto rkh Pipe,D Berm .1._;G�o ?+�`Tees MM ;Ail':4.t' ' '',�'Aa':r /a •,7VPICAL SECTION (aces) ttio nix 4 90o DudEndoti do �.�. ....4,. /�A. 5*r I 1 2 4 3 L_ • y-IV me ma, e 2 a e e - 8 2 4 7 to 10 18'mF. Anchor Mock TEES BENDS _ _ to _ 3 e 11 21 15 13 s 18 28 31 I�,- _ PLAN ' 14 8 21 30 45 / 16 7 27 80 28 38 . i ` Trwabl.••• / to e al 34 ye 45 III' �. / f7/ P m 11 21 42 78 58 I�I� :% err is m eo 1a 7e Tmm Noah I� . 31111110. 30 24 .7 92 111 120 /-- PeIYw Oland _4Nr _ _ % :4/ ere 34 87 132 244 173 / #':,r --y .dmun surface area based on water pressure of ISO pal and ELEVATION �/ :e. PM..soil pressure of 1000 oar. `,. CROSSES DEAD ENDS TunOw 'q+'•: _•s / - '9. •+0.:'Y:9t_-1 / { J rj I L 7, I / Remo, = a�_G' iD.pth&Caw.1. 2 Qsums ti'e)dmrep° at.hr h Ih0-1-, I ` ly i/ Ykh.15%D� ®SUUAS ,y dTrarrspwtatbn 1 It0.1618 . WM•101 Hapk .A::,:./ WM•101 aI�Is /� 7 I�Is MDDARsm0.16 STANDAMMADMAN n �p o.'/ R UH5010.101 STANDARD ROAD MN sRSET h 'h•' SECTION&B sHEEr z dz m.ulw.our...,.<suo.,, .a....... 010 L L% • — •"—y—. -u �" •— s' r SECTION A-A- . TYPICAL PLAN THRUST BLOCKS '4 THRUST BLOCKS PROJECT NO: 171001.00 DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: -06 CHECKED BY: L. MOOI \ Foth CAD DATE: 4/16/2018 4:31:47 PM DRAWN BY: L. MODRE A RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE B,13 CAD FILE: c:\pw oorkdlr\pw_1e\Inm\dD116427\0017I001.00-BOI.SHT.dgn CITY OF IOWA CITY,IOWA TYPICAL CROSS SECTIONS AND DETAILS I IIIo-0qHATR,U ST. :O 0 I _&& JO0 o+ W L +O EL - iti \O � £ I ,I 14. + .� - REVOCABLE • Or a 54 i : P2O3 EXIS IN SW-509 ,REPL OP AND THROAT I - - PCC DRIVEWAYS 4, . 1ft / ".� ��(1A C G y EnRARY t- — __ T I ,p, TEMPORARY EASEMENT RIVERSIDE DR -���.. • -- _ R/W STA. 103+00 ;y _MEMc'—_ __imism _- BEGIN PAVING ill 3" HMA OVERLAY- �.- _ - San.(C)- - _ _ FULL-WIDTH H F -San.(C)- - — - 1 •... - 2s. R/W - - — - - San.(C) -- -- 1 - San-(C) - - - - - - - / - San.(C) - - DRIVEWAY OVERLAY TRANSITIONS DRIVEWAY OVERLAY TRANSITION 1 _ 4\ �/ f ` Z D F I I I/I TEMPORARY EASEMENT I j lI j I ; I II NNI gi , 3 �I I . II 22 OI , -Z ? ` J. GRADING LIMITS 16 ; m� n /.r STATE OF IOWA 513 RIVERSIDE, I , ° rR i . II 0 O LLC I j' O I •I I O + + 513 S RIVERSIDE DRIVE + 1 •�-�I I + Cr - N CO O 43 LF CURB AND GUTTER SEE L SHEETS (D I dI�� I :, I STA. 109+69.00, 34.00' LT , .-» 1 I `_, ■I I STA. LQ7+44:8, 54' LT CONNECT ELECTRICAL TO � I' ;INSTALL NEW LIGHTING CONTROLLER NEW HANDHOLE AND RELOCATED LUMINAIRE R/W o 1 11, I I 1 ON CONCRETE PAD R/W m - ' -� i '� 6_ -. CONNECT WIRING AND CONDUIT I II -- -- 1 TO EXISTING LIGHTING _ O 4)�-„I 1 \,�-� 239 LF-2-INCH ELECTRICAL CIRCUIT R/W - W(B) - - c' MEMO' " �. ME`.1 'PERMANENT _ - R/W - — - — - — - — 21 LF�-INCH ELECTRICAL CIRCUIT— - — - .� o EASEMENT GRADING LIMITS _ - — _ - - _ _GQNNEJQ ELBCAifD-RANISHOLE `.,.ruff - / - �r - - - - - _� - -Ffl - , _ tsup--� - 1 - --=SIGNAL POLE I�'; n' a,+�l�r - - - _- -'�--- u- - o -i -l- T(\\ . -= STA. 110+17.50 _ -San.(C)- n .ram/ I— G(B)E��: - - END _ _ — N - r: - -. — - _��.. PAVING / I / . I N an. h 1 . 1I 1 / \ R San.(C) RIVERSIDE CP 201, / I 1; I +- - - 3" HMA OVERLAY 1 I. -n, t / • I -San.CGT FULL WIDTH / `;. - - -� - - - - - -San.(C) - I- _ - ' It �, n R/W -� 53 LF ORB AND GUTTER I - - - I 208 LF 2 INCH ELECTRICAL CIRCUIT EE SHEETS . �I ,.,_� . . _ FO(D)- /w I imam FQ01 -IRfW ;I - o GRADCM L•yuri�1 R/W Z �� A 1 . R/W J iii/ TEMPORARY�� ,/ �'=' *_ ��_. t' PERMANENT EASEMENT L SIGNAL �. I EASEMENT ® STA. 108+63.00. 30' RT -1�- D FEETi 20 43 LF CURB AND GUTTER POLE I 1 . 1 SIGNAL:" CONNECT ELECTRICAL TO - - - - SEE L-SHEETS I I 1 • 1 ¶ POLE I STATE OF IDWA EXISTING HANDHOLE - - E(B) - PROJECT NO: : 201 f00700 CHECKED BY:Y: A.CARPER NO DATE BY REVISION DESCRIPTION Foth CITY OF IOWA CITY,IOWA PLAN VIEW-RIVERSIDE DR SHEET NO. PROJECT DATE: -11-06 CHECKED A.MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:38:21 PM DRAWN BY: L.MOORE D 0', CAD FILE: c:\pv_vorkdtr\pv_le\Inm\d0116427\00171001.00_DOI.SHT.dgn G I 'Li) -I z I Point Station Offset Description Point Station Offset Description \ I I DW0101 106+44.85 -39.99 12" CAP - 16" @ 45 DEGREE BEND, CONNECT TO - 1 i W F I DWO110 501+95.36 11.63 �I DW0102 106+62.68 -40.37 12" GATE VALVE EXISTING, FIELD VERIFY LOCATION 1 I > I °J II DWO103 107+39.41 -40.15 12" X 12" X 6" TEE DW0111 502+10.51 25.29 16" @ 45 DEGREE BEND O W I I DW0104 107+41.75 -44.46 HYDRANT ASSEMBLY OW0112 502+90.20 25.67 16" BUTTERFLY VALVE \ + + I a . � Ia : �I OW0105 106+64.28 -40.39 12" X 12" X 12" TEE OW0113 502+87.24 26. 3+ 16" @ 11.25 DEGREE BEND C7 1 ,' v I . - ■ DW0106 106+66.26 -40.46 12" X 12" X 16" TEE DW0114 50 3 12" @ 45 DEGREE BEND O 0 m ! DW0107 106+69.59 -40.55 12" GATE VALVE DW0115 50 6iL . 7 12" GATE VALVE \ Lr7 c Ln �, I ■ I DWO108 107+35.19 -42.03 12" @ 22.5 DEGREE BEND DW0116 50 +00.07 30.71 CONNECT TO EXISTING, FIELD VERIFY 1 volt 1 --36.1111.63 ' , + I I I II DW0118 107+37.64 -40.98 12" GATE VALVE 1 �i I . ' 1 /' • OI d ; •. . . . . ■ II OW0119 107+41.40 -39.32 12" GATE VALVE �p�� �:PR I 1 11 lirt`j t j + i �T I u 6 000 - San ®)..?iT�' - - -rSan.(DH- -__-- I. �� - , - 1- - o } WA _._ .- I-_ I1 ■ I .-+ R/W R/W -- - • •' jV I * rL D • 0 1 I •W01�= M , ,. I �I . ;IWO104 .�� - L • • •/,on,, : / -air(�• 1 _ _ R/W - _ W(B) - #_ .'-.. I u.. ., �,i iil 11 O OW i1.i+.ip I ,� " it�rc�[ L_J_ - s _ G(B} - - - - 1.-- - MYRTLE AVENUE San." - �I�1 5t I .P. II M I FO(:) e. l*n s 1 • 1 I ' Th J1� �� L• • i • INSTAL CONCRETE THRUST BLOCK t ■ •II•�[•1.7 f \ I AT 0WO101 I ! ■ ...... - FC(D) -I I. .1 I .. / r- Oi e,; Sa .(•E 1� M� r 1 t.5.CCI .� - _ /W o � w ils �r� ,e I RIVERSIDE DR o - - FIN _. . aa J 'WOW - - - ;.11411111 � • 'w' / / I \STA 126+86.8, 1 8.5' LT I ` ,II` �I \ 1 r I 1 - -- - INSTALL TEMPORARY BLOW-OFF - ET TESTING 1 1\ 0( FO(D) TO COMPL E T I N - - - - V R/W r - 0 i 1_ Li I f I I W 1 -R/N - - - I Riw I I I t, O Nl, :c \ A _ I 1 1 I I, N � 11 it 0 20 > 0 20 1 FEE - I '� F�• I 1 I I I 1 I _ I Q CROSSING PRO'OSED STORM SEWER - 2 ALL P.PE WITH -ESS THAN 5 OF COVER MAINTAIN MIN MUM 6" CLEARANCE. SHALL BE INSULATED. CENTER FULL LENGTH OF WATER MAIN PIPE ON CROSSING. ®STA 107+42.47, 38.86' LT 12" @ 22.5 DEGREE VERTICAL BEND PROPOSED GROUND AT 655 CENTERLINE OF WATER MAIN 655 655 655 FIBER OPTIC MAINTAIN MIN. 4' EXISTING GROUN) AT WATER MAIN DEPTH EXISTING GROUND AT r--EXISTING 16" DIP WATER MAINCENTERLINE OF WATER MAIN AT TORM GROSSING CENTERLINE OF WATER MAIN �50 ® 650 650 -.- 650 -` - 5.5 MiNil■1[71PRi)P 5.5' MINIMUM PROPOSED GAS 18" PROPCSED STORM - DEPTH WATER MAIN DEPTH - 641.76 - -L - _ 12" x 12" x 16" TEE.. MAINTAIN 18" + SEE M-SHEETS EXISTIN3 12" DIP 645 MIN CI F RANr " 4 4 12" x 12" x 12" TEE. [WATER MAIN 645 : .A - - - - - - - POINT DW0101... - - - - - _ - _ _._. _._._._ _ - - - - - 12" CAP POINT DWO 109 POINT DW0110 POINT 0W0116 �� 8":SANITARY CONNECT:TO EXISTING 64(I� C]NNFCT D EEE BEG 640 rum' uwuluz POINT OW0107 R ter' IE 0 45 DEGREE BEND POINT OWOtY3 ' CONNECT TO EXISTING 12" GATE VALVE 12" GATE VALVE HORIZONTAL/VERTICAL:BEND 16" e 11.25 DEGREE BEND 24' FORCE MAIN POINT DV01 POINT OW0111 POINT )W0114 635 635 FL . 638.98 12":GATE VALVE 16" @ 45 DEGREE BEND 12" 0 45 DEGREE BEND 635 POINT OW0106 T POINT DWO103 12" x 12" x 16" TEE 122"" GATE VALVE 12" x 12" x 6" TEE POINT OW0112 POINT DW0108 HYDRANT LEAD 16" BUTTERFLY VALVE PCINT DW01 5 . 12" Q 22:5 DEGREE 63D 12" x 12" x 12" TEE HORIZONTAL BEND 630 630 630 3 CT V In Nr 0` --. co CO N 0 0' CO C7 I, CV 0 I1) n If) C0 n Cr T 0' 0' 0' 0' 0' 0' 0' 0' 0' 0' OD OS 6 CO In v r i (<1 -' O 0' 6O' OD R V V - R V V V V VV 'N - V IL) I!) In In IL) In ID V V V V D CO CO CO CO (O CO CD ID CD CO CD CO CO 'CD CO CD CD CD CO CO C0 CO CD CO 200+00 +25 +50 +75 201+00 +25 +50 +75 202+00 +25 300+00 +25 +50 +75 301+00 +25 +50 +75 302+00 +25 +50 PROJECT NO: 171001.00 1 DESIGNEDCKEDY: CARPER NO DATE BY REVISION DESCRIPTION IOt SHEET N0. PROJECT DATE: 2017-11-06 CHECKED BY: A. MONIZA CAD DATE: 4/16/2018 5:38:58 PM DRAWN BY: L.MOORS RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE DW,01 CAD FILE: c:\pw_workdlr\pw_le\Inm\d0116427\OO17I001.00_0W01.SHT.dgn GNI CITY OF IOWA CITY,IOWA WATER MAIN PLAN AND PROFILE I1 w II ,II0.m I i, I g 1I FILEDt 1 , 1 ` 1 \ 1 I1 �� :a 15 \ ; B tPR 17 3: 56 1 111 `•• \ I STATE OF IOWA \ / 11 GRADING LIMITS \;1, F,I 1 % I; lO M CI i 1. V A 22 1 % t� ;i 1 I'1 \ STATE OF IOWA ;1 'I� 18 LR CUR: AND GUTTE 'II 3 `"';.: 1 I SEE.L-•HEE 1 1 1 ' o r O p O f 171 -. O O p II . I O 1 �1 p •� s. Is c 001� SIGNAL - . •• *. - PERMANENT EASEMENT ' _ - 0 ., ..• 1 cn :.a ��(�1 POLE, — II 1 a 1 TEMPORARY EASEMENT I, 111111111111441 't'I , _,---_ tt ifil: / \ o -. y .• ' ILL TEMPORARY - — - — - — - - = - - - - - - - - - j— - — - I \ I '.n.(D) — EASEMENT — — — - -San.(D) - SanSD) — — — San(D) - - an.(11)1 - GRADING LIMITS . - ` _ R/W R/W R/W R/W - — - — hu I (� : GRAOI LIMITS MILLED HEADER / -- — mew — �I - �r■rl__ I !to I I \ NG EXISTING ROADWAY l —_— _� �� �(; \ro \ PERMANENT EASEMENT G(D) TO 3" OVERLAY in, 1_ — — = — — — G(B) — — — — ■ 1✓ - - — — — -- — — — — — San.(C)— -- - ` — 1 San.(G) — — MYRTLE AVE ■ 1 y 1 1� ir SIGNAL POLE _ _St.S.ICI 11 ) 1I ':.: _ ■ I. J i - �Tr�— P/L \ 1 0 7 I 3" HMA OVERLAY � PI i� -" \II , c � � \ 1 FULL WIDTH zg� 1 u I 1 1 �: t� III -'�Ii iii. 1 1 1 —FI(D) •�� fl j STA. 500+19.70_ II BIM . 111111= ��i�� I St S.(G) �� � •co 11 1\ BEGIN 3" OVERLAY I .lorirlAV..N. ■Ihy�1 I 1 1 I u n 43 LF CURB AND GUTTER �� a m 1 1 TEMPORARY SEE L-SHEETS ' \ `1 N I 4 ®r... I 1 \ EASEMENT I NN1 110la0 , I I I I1\A---- I1 1 1 1 1 ) S[GNAL POLE :III (OJI \ \ J \ \ 1 I , \ _J Iy a aI F;I I o i ii I I TEMPORARY EASEMENT—''I ` I •. 1 1 1 1 I b - 1 1 1 1 I 011 1 I, I KELLY, TIMOTHY I 'I 1 16 I KELLY, SHEILA I I I 510 S RIVERSIDE DRIVE a I 513 RIVERSIDE, II 1 I 513 S RIVERSIDE DRIVE I' N 1 ` m 1 U I 1 t �1 1 I J II .h 1 - - n \ I II I 3 0 20 I' I � I �_ ,I PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: L.MONIZA Foth RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS MYRTLE AVENUE CAD DATE: 4/16/2018 5:39:42 PM DRAWN BY: L.MOORE RE E.01 CAD FILE: c:\pv_vorkdlr\pv_le\Inm\d0116427\00171001.00_E01.SHT.dgn CITY OF IOWA CITY,IOWA PLAN VIEW-MYRTLE AVE fru ED 2010 APR 17 PH 3: 55 CITY CLERK IOWA CITY, IOWA. 500+00 501+0o LU I- C: O ,- O O Z C O O o o im c o + 0 00 c 502+DD oc c ^- 0 O f + O+ + O' O C C 4o O -. 2 O +CP #203 CP #200 RIVERSIDE DR 503+00 * CP #201 4` CP #202 504+00 MYRTLE AVENUE HORIZONTAL BASELINE INFORMATION No. STATION NORTHING EASTING BEARING/DISTANCE 500+00.00 608525.91 2175553.05 N 89° 30' 13.50" E/400.00 504+00.00 608529.38 2175953.03 RIVERSIDE DRIVE HORIZONTAL BASELINE INFORMATION CONTROL POINT DATA No. STATION NORTHING EASTING BEARING/DISTANCE DELTA ANGLE D.O.C. TANGENT LENGTH E RADIUS RATE(e) NO. LOCATION NORTHING EASTING DESCRIPTION ELEVATION I 100+00.00 607846.76 2175950.55 N 03°54' 40.80"W/240.19 1 P.C. 102+40.19 608086.39 2175934.17 N 03°54' 40.80"W/999.76 CP*200 STA. 107+25.15, 67.04' LT 608556.39 2175810.55 SET 1/2" REBAR 650.67 _ P.I. 107+41.90 608586.93 2175899.95 N 86°05' 19.20"E/999.76 11°59' 01.33" 11°59' 01.33" 501.71 999.76 26.26 _4780.00 CP*201 STA. 111+92.21, 30.54' RT 609031.55 2175804.84 SET 1/2" REBAR 646.36 r Z P.T. 112+39.95 609069.46 2175762.54 N 86°05' 19.20"E/499.88 CP*202 STA. 104+40.75, 27.89' RT 608289.21 2175944.02 SET 1/2" REBAR 647.74 112+45.34 609074.64 2175761.06 N 15°53' 42.10"W/5.39 CP*203 STA. 100+19.82, 32.42' LT 607864.32 2175916.86 SET 1/2" REBAR 648.25 I PROJECT NO: 171001.00 DESIGNEDCKEDY, A.CARPER NO DATE BY REVISION DESCRIPTION Foth SHEET NO. PROJECT DATE:4/16/20181-06 CDRAWN B BY: L.MONIZAORERIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: .0 5:40:25 PM DRAWN BY: L.MOORS G.01 CAD FILE: c:\pr_workdtr\pr_le\Inm\d0116427\00I71001.00_GOI.SHT.dgn v CITY OF IOWA CITY,IOWA GEOMETRICS,REFERENCE TIES AND BENCHMARKS zo7 i- 6"0 Ply i° Ty C4 IT FR lf 3 S6 4/4 CONTROL POINT#200 CONTROL POINT#201 �� CONTROL POINT#202 CONTROL POINT#203 SET 1/2"REBAR SET 1/2•'REBAR I SET 1/2"REBAR SET 1/2"REBAR N:609,031.55 N:608,556.39 N:608,289.21 N:607,864.32 E:2,175,804.84 E:2,175,810.55 E:2,175,944.02 0 4k. E:2,175,916.86 W St I o \\''• j O RIVERSIDE DRIVE ` 4/ \`)0 I 44' ID I- RIVE _ = 344_ _ z IIi RIVERSIDED O — _ =p _ -_ „r, -. \, ., -'�`' ��� O 0 m 2 O �FV!/a_ RIVERSIDE DRIVE 02) RIVERSIDE DRIVEif O STORM SEWER INTAKE(MYRTLE) O STORM SEWER INTAKE O RIVERSIDE DRIVE O FIRE HYDRANT O STORM SEWER INTAKE(RIVERSIDE) O RIVERSIDE DRIVE O STREET SIGN O RIVERSIDE DRIVE 0 POWER POLE 0 STORM SEWER MANHOLE 0 POWER POLE 0 TRAFFIC SIGNAL WITH LUMINAIRE PROJECT NO: 0 DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE:: 2017-11-06 CHECKED BY: A. MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:40:36 PM DRAWN BY: L. MOORE ® �� �0�� G.02 CAD FILE: c:\pv_varkdlr\pv_le\Inm\d0116427\0017I001.00_G02.SHT.dgn V CITY OF IOWA CITY,IOWA GEOMETRICS,REFERENCE TIES AND BENCHMARKS Point Station Offset Description RW104 102+98.96 -32.18 EXISTING ROW RW105 103+14.48 36.74 EXISTING ROW HIM RW112 105+00.22 -33.19 EXISTING ROW 0 RW113 105+60.92 -52.85 PROPOSED ROW RW114 105+85.80 -33.69 EXISTING ROW P,L QF7J E.a P,L 20 84.� /7 /L P,L C PiAt 3�58 r 0iipy''E) rA( SHUBATT, JACK SHUBATT, JOAN 17 �' 529 S RIVERSIDE DRIVE 2 1 RICHARD H. LEU & JOAN C. LEU PiL UNKNOWN REVOCABLE 0 O TRUST 0 fh S17 S RIVERSIDELL DRIVE 0 0 0 0 OO p ^' 16 O~ O v 0 513 RIVERSIDE, O £ m W XI 1 o- 513 S RIVERSIDE DRIVE 0 U 7 -1 y O V L O L R/w ,- . o y r W O R/W Z .--. R/W ---_______\ d10171 ilingUI Intel ge NAND RIVERSIDE DR R/W - - -R/W R/W `7 R/W MEW IRW114 805 t/w \I R/w R/W MEM A -0 R/W ITE215 r- R/W R/W 1 13 14 ITE214 MCWANE DAIRY KELLY. TIMOTHY QUEEN. INC T KELLY, SHEILA 03 526 S RIVERSIDE DRIVE 510 S RIVERSIDE DRIVE Point Station Offset Description A YE105 103+99.58 -46,92 TEMPORARY EASEMENT / TE109 105+01.65 -47.18 TEMPORARY EASEMENT TE110 105+00.73 -38.20 TEMPORARY EASEMENT TE111 106+44.85 -39.28 TEMPORARY EASEMENT TE112 105+18.07 -60.09 TEMPORARY EASEMENT _ RIGHT OF WAY LEGEND Point Station Offset Description ;I 802 105+85.81 33.09 CUT X ♦ PROPOSED RIGHT OF WAY O EXISTING FOUND MONUMENT tOr z 803 105+00.34 -32.77 1/2" REBAR CAP*15980 A EXISTING RIGHT OF WAY 0 EASEMENT (TEMPORARY) 805 100+31.34 32.91 CUT X n� I /�\1017 101+94.68 -35.76 1/2" REBAR EXISTING AND PROPOSED RIGHT OF WAY EASEMENT - 1037 103+86.65 -177.52 5/8" REBAR 0 20 1038 104+13.79 -216.33 3/4" REBAR ® EASEMENT AND EXISTING RIGHT OF WAY _ R/W _PROPOSED R.O.W. FEET 1039 105+18.26 -203.80 1/2" REBAR CAP*15980 1041 105+12.37 -156.59 5/8" REBAR BENT D11 PROPERTY LINE R/W EXISTING R.O.W. A PROJECT NO: 171001.00 1 DESIGNEDCKEDY, A.CARPER NO DATE BY REVISION DESCRIPTION eFoth Sr.EET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA CAD DATE: 4/16/2018 5:41:18 PM DRAWN BY: L.MOORE V RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE H.01 COME: c:\pv_vorkdlr\pv-le\Inn\d0116427\00171001.00_HOI.SHT.dgn CITY OF IOWA CITY,IOWA RIGHT-OF-WAY AND TEMPORARY EASEMENTS i 4 F 501+00 /�� 44o 4/0 ECM 0 �'ir��F� Se !J t /p��1 0-I.. IN I I I Lu ' I0 I W F 0 I w I 502+00 22 0 I o /-' I STATE OF IOWA + I CC 0 + r+ g�� I 0 O O - I I 0+ a- u I • 2�xX I o� o OD O I " 0 R/W I AWN IONIC I R/w IN A - - - - R/W ® N I RW204 R/W I R/W IMRE R/W .- R/W 4:) S RW202I piTi503+00 RIVERSIDE DR R/W R/W �2W2D6 RW2051 T O R/W PE21 R/W Y I/R/W ) R/W R/W WNW R/W - - I 0 RW288 41° - - - - C - - IRW207 4:, _ _ _ !p I 1 Point Station Offset Description Point Station Offset Description •W211 I IPE201 I ❑mil: STATE OF IOWA 801 106+60.05 -33.62 PE201 107+31.16 42.99 PERMANENT EASEMENT Y-di[i] I I 900 106+80.85 32.59 5/8" REBAR BENT PE202 107+41.11 43.00 PERMANENT EASEMENT 1000 106+83.32 -180.99 1/2" REBAR CAP#15980 PE203 107+39.97 139.28 PERMANENT EASEMENT ® 1 I 1 I Point Station Offset Description PE204 107+49.57 137.45 PERMANENT EASEMENT TE200 106+57.90 -52.93 TEMPORARY EASEMENT PE212 107+57.87 43.08 PERMANENT EASEMENT 504+OOI I TE201 106+72.97 -149.27 TEMPORARY EASEMENT TE202 106+78.07 -148.50 TEMPORARY EASEMENT PE213 106+44.87 -34.28 PERMANENT EASEMENT I TE203 107+72.58 33.20 TEMPORARY EASEMENT Point Station Offset Description PE214 107+59.32 36.92 PERMANENT EASEMENT �ITE208I I I 0 TE204 TE204 107+73.08 85.52 TEMPORARY EASEMENT RW200 106+60.15 -34.31 EXISTING ROW PE215 107+59.31 -58.18 PERMANENT EASEMENT TE205 107+62.45 85.43 TEMPORARY EASEMENT RW201 106+63.00 -52.88 PROPOSED ROW PE216 107+30.53 _ -58.60 PERMANENT EASEMENT OMER TE206 107+62.11 135.08 TEMPORARY EASEMENT RW202 107+21.60 -35.87 EXISTING ROW I I I I TE207 107+35.14 139.75 TEMPORARY EASEMENT RW203 107+31.24 -93.08 EXISTING ROW I I TE208 107+29.67 80.18 TEMPORARY EASEMENT RW204 107+87.07 -37.75 EXISTING ROW RIGHT OF WAY LEGEND I I I TE209 107+07.87 80.24 TEMPORARY EASEMENT RW205 106+80.09 33.22 EXISTING ROW _ I TE210 107+07.69 43.03 TEMPORARY EASEMENT RW206 106+43.77 32.09 PROPOSED ROW PROPOSED RIGHT OF WAY O EXISTING FOUND MONUMENT \, I 1 TE211 106+77.77 48.25 TEMPORARY EASEMENT RW207 106+43.83 40.09 PROPOSED ROW ,A, EXISTING RIGHT OF WAY 0 EASEMENT (TEMPORARY) I I TE212 106+38.95 48.82 TEMPORARY EASEMENT RW208 106+79.16 39.25 PROPOSED ROW � I I I Q-,AIL•! TE213 106+38.89 37.20 TEMPORARY EASEMENT RW211 106+78.54 43.24 PROPOSED ROW /•\ EXISTING AND PROPOSED RIGHT OF WAY EASEMENT I I TE214 106+05.73 37.92 TEMPORARY EASEMENT RW212 106+44.87 -34.28 PROPOSED ROW liWkiNjI II1 lid - TE215 106+05.66 32.92 TEMPORARY EASEMENT RW213 106+44.80 -53.03 PROPOSED ROW EASEMENT AND EXISTING RIGHT OF WAY R/W -PROPOSED R.O.W. 0 20 FEET 1/8 C TE216 107+41.70 -153.62 TEMPORARY EASEMENT RW217 107+33.12 -73.38 PROPOSED ROW Dk( PROPERTY LINE R/W EXISTING R.O.W. I*Y A) a� TE217 107+46.79 -152.78 TEMPORARY EASEMENT RW218 107+28.03 -74.22 PROPOSED ROW PROJECT NO: 171001.00DESIGNED Y: A. CARPER NO DATE BY REVISION DESCRIPTION eFoth SHEET NO. PROJECT DATE:4/16/2018 2017-11-06 CDRAWN BY:D BY: A. MONRA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAO DATE: 5:4 L•29 PM DRAWN CL. MOORS H.02 TAD FILE: c:\pw_workdlr\pw_teVnm\d011s427\0o171OD1.o0_H02.SHT.dgn CITY OF IOWA CITY,IOWA RIGHT-OF-WAY AND TEMPORARY EASEMENTS 108-23A 108-23A 08-01-08 08-01-08 TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN DESCRIPTION Engineer: City of Iowa City Engineering Services: /4. 1. This section describes various materials, equipment, and procedures involved in traffic control during construction. The Contractor Foth Infrastructure & Environment, LLC City Hall has certain responsibilities, whether public traffic is allowed or is prohibited during construction. Aaron Moniza 410 E. Washington Street 2. The contract may include an item for traffic control. In this case furnish, erect, operate, maintain, move, and remove all 3950 River Ridge Dr NE, Suite A Iowa City, IA 52240 /pp e 44440 traffic control devices required by the contract documents. Cedar Rapids, IA 52402 319.356.5140 (Office) /(TAp 3. The Contractor shall coordinate traffic control with other projects in the area. 319.365.9565 (Office) '7 4. Orange mesh safety fence shall be placed entirely across the traveled portion of the roadway at all locations where Type III 319.365.9631 (Fax) barricades with 'Road Closed' signs are used. Use orange mesh safety fence meeting the requirements of IDOT Standard Specification Cyr H 3. Article 4188.03. Securely support the fence so it is in a vertical position without any sagging. Locate and place the safety fence I Y C/ 59 supports so they are not a safety hazard. J' 5. Ensure all traffic control complies with the current edition of the MUTCD, Part 6. cri,eR`iu 108-26A 6. Gender specific signs, such as FLAGMAN and MEN WORKING, will not be allowed. Use neutral gender signs, for example FLAGGER, or `• !/1r1/ 08-01-08 equivalent symbol signs. STAGING NOTES tl} 4 7. The Contractor shall submit a street/lane closure notice to the City of Iowa City a minimum of 48 hours before any changes in traffic control. GENERAL 1. Construction activity in this area will disrupt traffic on Riverside Drive at the intersection of Myrtle Avenue. At least one lane MATERIALS of traffic in each direction on Riverside Drive shall be maintained at all times. Myrtle Avenue may be closed during construction. Use materials meeting the requirements of Part 6 of the MUTCD for the respective traffic control signs and devices. Detour route is detailed on sheet J.18. 2. Driveways shall be open to traffic at all times, except when reconstruction of the driveway is required. SIGNS AND DEVICES 3. Traffic control on this project shall be in accordance with Sheets J.03-J.18 and the IDOT Standard Road Plans TC-1, TC-202, TC-252, A. Signs TC-419, and TC-423. For additional complementary information, refer to Part 6 of the Manual on Uniform Traffic Control Devices (MUTCD). 1. Furnish signs that are of the size and type shown in the contract documents and use retroreflective sheeting meeting the requirements 4. Contractor to verify traffic control devices at a minimum of once a week or immediately after any weather event. Correct as necessary. of IDOT Standard Specification Article 4186.03. 5. The Contractor shall submit a street/lane closure notice to the Dept. of Engineering Services a minimum of 48 hours before any 2. Furnish diamond shaped warning signs that are 48 inches by 48 inches unless specified otherwise in the contract documents. changes in traffic control. 3. For traffic control zones in duration for 3 calendar days or more, mount signs on fixed posts. 6. The Contractor is responsible for notifying property owners along Riverside Drive and Myrtle Avenue within the project limits a 4. Signs for traffic control zones in duration for less than 3 calendar days may be mounted on moveable skids or fixed posts. minimum of 48 hours prior to changes in access. 5. Post mounted signs shall meet the requirements of IDOT Standard Specification Article 2528.03,A,5. Place all signs a clear distance of 2 feet behind a curb or beyond the edge of the shoulder. PROJECT ACCESS/MAINTENANCE OF HAUL ROADS: 6. Moveable skid mounted signs shall meet the requirements of IDOT Standard Specification Article 2528.03,A,6. 1. The Contractor will have access to the project site from Riverside Drive and Myrtle Avenue. 7. Ensure mounting devices are not so substantial as to be a hazard to vehicles. Posts mounted in existing soil shall meet the 2. Haul routes for import material shall be approved by the City prior to initiating hauling. requirements of IDOT Standard Specification Article 2528.03,A,7. 3. Contractor is responsible for dust control and maintenance of haul routes and temporary access drives. 8. Dual-post and triple-post configurations using these sign supports are acceptable provided that no more than two posts occupy any 8 foot wide path. Bracing of these posts will not be permitted. Posts exceeding these requirements shall have breakaway features UTILITIES approved by the Engineer. 1. Refer to sheet A.02 for utility contact information. 9. Ensure signs are in a condition so they are effective for the intended purposes when viewed from a vehicle. For nighttime 2. Some, but not all, of the known utility conflicts have been listed in the staging plan. There may be other conflicts that exist. installations, ensure the reflectance is adequate so that the message is clearly readable. Ensure signs are maintained in a 3. The Contractor shall work with each utility company to resolve known conflicts and incorporate them into the overall construction near vertical position. schedule. 10. When directed by the Engineer, cover or remove permanent signing that conveys a message contrary to the message of the temporary signing and not applicable to the working conditions. STAGING 11. The Contractor shall contact the City of Iowa City to remove all permanent street signs conflicting with proposed improvements. 1. It is recognized that as the various activities related to construction progress, certain situations may arise which will preclude The Contractor shall remove all other signs as determined by the Engineer and they shall remain the property of the respective owners. adhering to the original construction sequence or which would readily lend themselves to more efficient staging operations. Should the This work shall be considered incidental to other work. Contractor desire to deviate from the original plan, a written alternative plan shall be submitted to the City for approval a 12. The City of Iowa City shall furnish and install all permanent road signs before the roadway is reopened to traffic. The minimum of two (2) weeks prior to the proposed changes. Contractor shall notify the City two (2) weeks prior to changes in traffic patterns. 2. The Contractor will be allowed to proceed to the next stage as soon as roadway pavement is complete and local access is restored. 13. The END ROAD WORK (G20-2) sign may be eliminated for mobile or short duration (less than 1 hour) temporary traffic control zones. 3. It is the project intent to complete the driveways, sidewalks and surface restoration immediately following the completion of the roadway pavement. B. Channelizing Devices 1. Use Channelizing Devices that are of the type shown in the contract documents. Use reflective sheeting meeting the requirements of STAGE 1 - RIVERSIDE DRIVE (EAST SIDE) IDOT Standard Specification Article 4186.03. 1. Install traffic control as indicated on plan sheets. At least one lane of traffic in each direction on Riverside Drive shall be a. Barricades shall meet the requirements of IDOT Standard Specification Article 2528.03,C,1a. At full closure locations, the maintained at all times. Contractor shall provide enough Type III barricades to completely cross the travelled way. 2. Complete the following construction activities: Remove existing pavements, install storm sewer, full depth PCC b. Cones, Vertical Panels, 42 Inch Channelizers, Drums, and Tubular Markers shall meet the requirements of IDOT Standard Specification patching, PCC parking lot, sidewalk, and traffic signalization. Article 2528.03,C,1b. 3. Finish grading all disturbed areas. 2. Channelizing devices may be placed up to 2 feet beyond centerline or lane line at specific locations where actual work activity is taking place. Return channelizing devices to the original position when the work activity has passed. STAGE 2 - RIVERSIDE DRIVE (WEST SIDE) AND MYRTLE AVENUE 3. Individual channelizing devices may be omitted during working hours in areas where placement interferes with the work. Channelizing 1. Install traffic control and detour as indicated on plan sheets. Close Myrtle Avenue. At least one lane of traffic in each direction devices on tapers are required at all times. on Riversie Drive shall be maintained at all times. Advanced notification signs shall be put in place a minimum of 48 hours 4. Do not intermix channelizing devices of different types. before the road closure. 5. For pedestrian path closures, use Type III Barricades to block the full width of the pedestrian path. Mount a SIDEWALK CLOSED (R9-9) 2. Complete the following construction activities: Remove existing pavements, install storm sewer and water main, full depth PCC sign to at least one of the Type III barricades at each closure. patching, PCC roadway, sidewalk, Myrtle Ave milling, and traffic signalization. 3. Finish grading all disturbed areas. C. Limitations 1. Use sandbags to anchor all traffic control devices subject to movement by wind. STAGE 3 - RIVERSIDE DRIVE DOWELLED MEDIAN 2. During non-working hours, remove, cover, or turn down traffic control devices intended for working hours only, unless a drop-off 1. Install traffic control as indicated on plan sheets. Myrtle Avenue may remain closed during construction of Riverside median, or physical obstruction remains within 15 feet of a lane open to traffic. Signs or barricades are not required for work beyond 15 feet traffic remains detoured as shown in the plan sheets. At least one lane of traffic in each direction on Riverside Drive shall be of a lane open to traffic. When traffic control devices are no longer needed, remove them. maintained at all times. 3. Personnel in the highway right-of-way shall wear orange or strong yellow green ANSI 107 Class 2 apparel when exposed to traffic 2. Complete the following construction activities: Install dowelled PCC median. or construction equipment. 4. The Engineer may require traffic control devices to be recleaned by washing. Use a brush and water, and detergent or solvent as STAGE 4A - HMA OVERLAY (RIVERSIDE DRIVE SOUTHBOUND LANES AND MYRTLE AVENUE) necessary. Include the entire target area or sign face, supplemental or auxiliary signs, if any, all reflectors, and faces of warning 1. Install traffic control as indicated on plan sheets. Myrtle Avenue shall be closed during HMA overlay, traffic shall be detoured lights which are part of that device. as shown in the plan sheets. Install business access signs for all businesses between Myrtle Avenue and the CRANDIC railroad. 5. Ensure entry to and exit from work areas is in the direction of public traffic and does not cross open traffic lanes at other At least one lane of traffic in each direction on Riverside Drive shall be maintained at all times. than designated locations. 2. Complete the following construction activities: HMA overlay, pavement markings, and permanent seeding of all disturbed areas. 6. Submit Traffic Control Plan modifications to the Engineer for review and approval prior to any changes being made. The Engineer may modify sign spacing to meet existing field conditions or to prevent obstruction of the motorist's view of permanent signing. STAGE 4B - HMA OVERLAY (RIVERSIDE DRIVE NORTHBOUND LANES) 7. For lanes closed to traffic, place two drums every 1000 feet. For full depth excavations in a closed lane, place two drums in front 1. Install traffic control as indicated on plan sheets. Myrtle Avenue shall be reopened to traffic. At least one lane of traffic in of each location. Additional drums need not be placed for full depth excavations spaced closer than 150 feet. each direction on Riverside Drive shall be maintained at all times. 2. Complete the following construction activities: HMA overlay. 3. Remove all traffic control, activate new traffic signal, and reopen all lanes to traffic. PROJECT NO. 00171001.00 DESIGNED BY: C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE APRIL 2018 CHECKED BY. A.MONIZA CAD DATE. 4/16n018 1:25:33 PM DRAWN BY L.MOORE RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS J.01 CAD FILE: c k6:1pw_warrIpw_ieVnm1d01690271RiversideDnve Jot Sheebism v IOth CITY OF IOWA CITY,IOWA TRAFFIC CONTROL AND STAGING NOTES TABULATION OF SAFETY CLOSURES I08-I3A TRAFFIC CONTROL LEGEND MODIFIED A Closure Pk. Road Identification From To Quantity Remarks /1 .0. ROAD 6: ,o- ROAD aoseD ,�- D 6J.Jj // I/ CLOSED I/ I// /// I/TAW TRAFFK I/ ?O(il j� MYRTLE AVE 500+00 503+30 2 STAGE 2, 3, 4A i/ /// ///// / / /// ////// J. .I. J. J. J. J. .I. J. C�]]'L , /7 �;$9 TYPE III BARRICADE FOR SAFETY CLOSURE W/ ROAD CLOSED TYPE III BARRICADE CLOSO��/ 'L I.rt, SIGN AND ORANGE SAFTEY FENCE ROAD CLOSED TO THRU TRAFF 'L L,‘"'rrif R11-2 R11-4 to 48" X 30" 60" X 30" ,v ryA ROAD ROAD ONE LANE RIGHT RIGHT LANE LEFT LANE 2 LANES CLOSED WORK AHEAD AHEAD ROAD CLOSED CLOSED CLOSED AHEAD AHEAD AHEAD AHEAD W20-3 W20-1 W20-4 W20-5 W20-5 W20-5 36" X 36" 36" X 36" 36" X 36" 36" X 36" 36" X 36" 36" X 36" SHOULDER END SIDEWALK DETOUR DETOUR M DROP ROAD WORK CLOSED OFF M4-10L G20-2A R9-9 M4-98 M4-9B WS 9A 36" X 18" 24" X 12" 30" X 24" 30" X 24" 48" X 18" 36" X 36" DETOUR4fe M4-10R 48" X 18" W4-2 W4-2 W6-3 W1-4R W1-4L 36" X 36" 36" X 36" 36" X 36" 36" X 36" 36" X 36" ' V STOP ne D \ / (� f(/ 't R4-7 R4-7 24" X 30" 24" X 30" R1-1 R1-2 R3-2 R3-1 30" X 30" 36" X 36" X 36" 24" X 24" 24" X 24" END DETOUR DETOUR' DETOUR 25 DETOUR DETOUR f -► MPH AHEAD M4-8a M49 M49 M49 W13-1 48" X 18" 30" X 24" 30" X 24" 30" X 24" 24" X 24" W20-2 36" X 36" ) (' SIDEWALK CLOSED SIDEWALK CLOSED AHEAD C AHEAD MYRTLE AVE ' CROSS HERE CROSS HERE R9-11 R9-11 M4-8 W24-1R W24-1L 24" X 18" 24" X 18" SPECIAL 36" X 36" 36" X 36" PROJECT NO: , I007 1 DESIGNEDY, A. CARPER NO DATE BY REVISION DESCRIPTION 4IOtI1 SHEET NO. PROJECT DATE:4/16/2018 06 CHECKEDRAWNB BY: A. MOORE RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 5:42:20 PM DRAWN BY: L. MOORS J.02 CAD FILE: c:\pr_vorkdtr\pv_1e\Inm\d0116427\0017100I.00_J02.SHT.dgn v CITY OF IOWA CITY,IOWA STAGING AND TRAFFIC CONTROL NOTES ‘j......;11111:4 16 APR 17 ,v PM 3: 59 11' FiLE fil CITy 10 WA CLERK. My f , ; tVA I,:: TRAFFIC SIGNALS TO BE i♦4 INSTALLED DURING STAGE 1 i�, NOTES: li: ()MAINTAIN MINIMUM ONE I1) LANE OF TRAFFIC IN EACH DIRECTION ON RIVERSIDE DRIVE. ;:: ©STAGE 4A: HMA OVERLAY MYRTLE AVENUE AND RIVERSIDE DRIVE SOUTHBOUND LANES 0,—.- STAGE 4B: HMA OVERLAY RIVERSIDE DRIVE NORTHBOUND LANES fI �� Kt MYRTLE AVEI), ,, 4 , \ � TRAFFIC SIGNALS TO BE INSTALLED DURING STAGE 1 � . TRAFFIC SIGNALS TO BE �/ tP. INSTALLED DURING STAGE 2 �/ 11 S/ / �/ W 1�/ / 17 it___ li 'E. STAGE 1 STAGE 2 ;•• �♦♦♦♦♦♦i♦♦� STAGE 3 N N\\I STAGE 4A _ A4A . / STAGE 4B — PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA G Fotli RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE4 CAD DATE: 4/16/2018 5:42:41 PM DRAWN BY: L.MOORE J.03 CAD FILE: c:\pv_vorkdtr\pw_le\Inm\d0116427\00171001.00_J03.SHT.dgn CITY OF IOWA CITY,IOWA STAGING LIMITS WEST SIDE PIL EST SIDE ?0/°APR ,7 PM � 10.5' 0_2 0' 10.0' Ow 2 0,_� 24.5' WORK ZONE DJ Ca. 3. SQ NEEWCONSCURBT&FULL GUTTEERPTH WHERETCHING INDICATEE�,rj4 CIFL`•r1x ✓J IN PLANS. Y$ IOWA •��� o■ \ I ' TI • 42" CHANNEL IZER (TYP. I PROPOSED 18" STORM SEWER CROSS RUN ,/— STAGE 1 RIVERSIDE DRIVE (EAST SIDE) LOCATION ROAD IDENTIFICATION STATION TO STATION RIVERSIDE DRIVE 103+00 110+18 WEST SIDE EAST SIDE 11.5' 22' WORK ZONE . 2.0' , 11.0' Ilk111 11.5' s� „, -� - =`,, .101 ^ / u i CONSTRUCT FULL DEPTH PATCHING '"ligllIllr II11=11=11=11=11=11=II=1f=11 WHERE INDICATED IN PLANS. 42" CHANNEL]ZER 1 11,41-11 =,11=1-.7 t-. 1 � (TYP. ) n STAGE 2 RIVERSIDE DRIVE (WEST SIDE) LOCATION ROAD IDENTIFICATION STATION TO STATION / PROPOSED 18" STORM RIVERSIDE DRIVE 103+00 110+18 SEWER CROSS RUN 1 PROJECT NO: , f007-1 _ DESIGNEDCKEDY, A.CARPER NO DATE BY REVISION DESCRIPTION •Foth SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A. MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:42:56 PM DRAWN BY: L. MOORE 4 CAD FILE: c:\pw_workdtr\pw_te\Inm\d0116427\00171001.00-J04.SHT.dgn CITY OF IOWA CITY,IOWA STAGING TYPICAL SECTION J'04 NORTH SIDE FILED SOUTH SIDE 20154pR 35.0' WORK ZONE , Ty 1� '11 9:J 9 4 MYRTLE AVENUE CLOSED • t / CrL ��( STAGES 2-4A ,�j IT(v �1 PION '-'. -,.._______________H n �i n II � 11 � 11 II II=11=11 II 11=11 i 11=11=y 11� 1=11 �11��11„11„11=1..11 1=11= - O CONSTRUCT FULL DEPTH PATCHING AND NEW CURB & GUTTER WHERE INDICATED IN PLANS. COMPLETE MYRTLE AVE MILLING. STAGE 2 MYRTLE AVENUE LOCATION ROAD IDENTIFICATION _ STATION TO STATION MYRTLE AVENUE 500+20 502+80 WEST SIDE EAST SIDE i.4 10.5' . 2.0' ' 10.0' WORK ZONE . 10.5' ' , 11.0' WORK ZONE, 2.0' . 11.5' y tt-n n H 11 11 11-i1 I 11 -11 II 11=11 11 11==[I 11 11= 42" CHANNEL IZER �1111 11 11��11��11„11,11,,11..,.11-11-11 42" CHANNEL IZER 9.5" DOWELLED MEDIAN (TYP. ) (TYP. ) INCLUDES 0.5" MILLING DEPTH, RESULTING CURB HEIGHT OF 9" SEE B SHEETS FOR DETAIL STAGE 3 RIVERSIDE DRIVE MEDIAN LOCATION ROAD IDENTIFICATION STATION TO STATION RIVERSIDE DRIVE 107+37 109+59 PROJECT NO: : 20 7-1 DESIGNED BY:C. CARPER NO GATE BY REVISION DESCRIPTION ' �0�� SHEET NOPRO . CAD DATE: DATE: zov-u-o6 DRAWNCRECKED BY: A. MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE C CAD FATE: 4/16/2ork018 I5nn\d06 64PM DO171BY: L.SHT.dMOOR STAGING AND TRAFFIC CONTROL NOTES J'05 CAD FILE: c:\pv_varkdSr\pv_te\Inm\d0116427\D017IOD1.00_J05.SHT.dgn v CITY OF IOWA CITY,IOWA WEST SIDEgT SIDE 41... ,0 22.5' 10Illb. -4 .5' 11.1- 40' 2.0 t 1.5' . 184PR /, al /p • ii}, 3'S9 I a r I a 1 it 1—IC i=l-11 2411411=11=f1aII (:t ff 3" HMA OVERLAY :II�a (1 11�a11�-11„II„11=11.,,11 11-II 42" CHANNEL IZER (TYP. ) 0 STAGE 4A RIVERSIDE DRIVE OVERLAY SOUTHBOUND LANES LOCATION ROAD IDENTIFICATION STATION TO STATION RIVERSIDE DRIVE 107+00 110+18 lii WEST SIDE EAST SIDE 33.0' 2.0' 4 11.0' ► � 11.5' 4 P �m . �� 0 d O • 1=11 =f1=11=ILg11 11 Ii i II li.t 3" HMA OVERLAY 42" CHANNEL IZER 111 111=11 111111 111.11„11=11,-11-_1hII (TYP. ) 0 STAGE 4A RIVERSIDE DRIVE OVERLAY SOUTHBOUND LANES LOCATION ROAD IDENTIFICATION STATION TO STATION RIVERSIDE DRIVE 103+00 107+00 PROJECT NO: 171001.00 _ DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: L. MOOIA CAD DATE: 4/16/20185:43:19 PM DRAWN BY: L. MOORE V eFoth RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE J.06 CAD FILE: c:\pv_vorkdlr\pw_le\Inm\d0116427\0017I001.00_J06.SHT.dgn CITY OF IOWA CITY,IOWA STAGING AND TRAFFIC CONTROL NOTES WEST SIDE EAST SIDE Pfri C 60 10.5' 2.0' 10.0' 10Is- IIID All .5' 24.5' �� /I ciry r-i,Arl a ii low AC�c �J+ ter. °,- 4 11�111.u. II��II �11=i II lI 11=11 3" HMA OVERLAY IIGI1 11g IVI 11=1) II 1=i 42" CHANNEL IZER (TYP. ) 0 STAGE 4B RIVERSIDE DRIVE OVERLAY NORTHBOUND LANES LOCATION ROAD IDENTIFICATION STATION TO STATION RIVERSIDE DRIVE 107+00 110+18 WEST SIDE EAST SIDE 11.5' 2.0' 11.0' 9' WORK ZONE , . 24.5' .''.'' ,,,., a si 1 k IA. Tf=11-.l1111�I II11111I II"II'I " 3" HMA OVERLAY ���II1ll �r—n—a—��—.• 42" CHANNEL IZER (TYP. ) 0 STAGE 4B RIVERSIDE DRIVE OVERLAY NORTHBOUND LANES LOCATION ROAD IDENTIFICATION STATION TO STATION RIVERSIDE DRIVE 103+00 107+00 PROJECT N0: 17I001.00 DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION FothSHEET N PROJECT DATE: 2017-11-06 CHECKED BY: A. MOORS RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:43:30 PM DRAWN BY: L.MO •0 7 CAD FILE: c:\pw_workdlr\pw_1e\Inm\d0116427\00171001.00_J07.5HT.dgn vCITY OF IOWA CITY,IOWA STAGING AND TRAFFIC CONTROL NOTES I �_''� Proposed PCC Pavement _ �0+00 TRAFFIC CONTROL LEGEND b:.b. P i Proposed HMA Overlay . I. Traffic Sign Direction of Traffic + Type III Barricade - r Constructed Permanent Pavement X Type III Traffic Barricade Ear) I w/Fendng for Road Closure Constructed HMA X Drum l • 42"Channelizer +` Proposed Water Main \ _ 2"' e Arrow Board t� m Proposed Storm Sewer 8,¢PR, • Traffic Signal -- - Constructed Water Main , / r+✓Traffic Closure Fence • ® 3:Constructed Storm Sewer C j9 1°11/A CiFL ER14( 1 — — 501+00 Y. 10 4A / - , o � i m O+ D' O —m 502+00 Oo 4. 0 r. dot0} O L- n 140' O g o o +en o o o — 03+•• - - iy;ty.:, RIVERSIDE DR _ `T'`-' r`` . -e:.-.-i ?7:?...1.: `?=; -Q;r+= - ri: TEMPORARY PLUG, �.,h,,,.. h:Fb s:'C c�- CONNECT TO PROPOSED' �� b STORM IN STAGE 2 b INSTALL TEMPORARY BARRIER t . RAIL UNTIL STORM It — ; 504+00 TRENCH IS FILLED. ---IJ '--. STAGE STORM CONSTRUCTION TO MAINTAIN TRAIL ACCESS AT ALL TIMES. ' "` INSTALL TEMPORARY ROCK TRAIL TO 7r MAINTAIN ACCESS WHILE TRAIL PCC IS REMOVED/REPLACED. REMOVE TEMPORARY TRAIL ONCE TRAIL IS OPEN. .Z --\.\-\-- .4mmi NOTE: 0 30 REFER TO IOWA DOT STANDARD DETAIL TC-423. F EET PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-I1-06 CHECKED BY: A.MONIZA 9 Fat � RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:43:41 PM DRAWN BY: L.MOORE J 08 CAD FILE: c:\pr_rorkdlr\pr_te\Inm\d0116427\0017I001.00-J08.SHT.dgn - CITY OF IOWA CITY,IOWA STAGE 1 IJ I I I I 1 4 ?0le1. 4P' .1111 Py ROAD iQ?./ •t�C r �• S9 AHEAD �t C!r�t��f� i i _ !, �!/!� ■20-1 1e"X 48" ------------------ -------------- T w C z 1.1 ROAD WORK a AHEAD �— LEFT LANE 1— CLOSED4488 820I --- I:r AHEAD +e I L f ri 4a�_5 X ow I 4e X 4a I NO 250 MAN 25 4 .. RVIER51DE- 'ill,v6 R3-2 _ 24•X 24• END — END ROAD WORK \ ROAD WORK G20-2A ■ _L_- 4.- ... ...2.----" , 48"X 24" RIVERSIDE DRIVE 2-0' 1 MIN 250' iii J noss: rWI-4R 1. 48"%48"ROAD RIGHT LANE0 . SIDEWALK WORKCLOSEDCLOSED AHEAD AHEAD L 48"%48" 24" 1 NI N4-2 X 12" "X 48 48"X 48" 48"% 48" / 1 PI ii AIof lk 0 1o0 REFE: F EET REFER TO IOWA DOT STANDARD DETAIL TC-423. PROJECT NO: 171001.00 DESIGNED A. CARPER NO DATE BY REVISION DESCRIPTION lOtli SHEET NO. PROJECT DATE:4/16/2018 2017-11-06 CHECKEDRAWNBY:BY: A. MONIZAORERIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 5:43:54 PM DRAWN L.MOORS J.09 GAO FILE: c:\pv_vorkdtr\pv_te\Inm\d0116427\00171001.00-J0R.SHT.dgn CITY OF IOWA CITY,IOWA STAGE 1 SIGNING TRAFFIC CONTROL LEGEND '.3 .6% Proposed PCC Pavement WATER MAIN INSTALLATION PROPOSED PHASING 500+00 Proposed HMA Overlay 1) INSTALL VALVES MARKED BY(D 2) CLOSE VALVES INSTALLED IN ITEM 1 I. Traffic Sign ♦• Direction of Traffic 3) PROVIDE SERVICE TO 7 RTH ON 12-INCH MAIN THROUGH UI INTFO CTI Type Ill Barricade I+ - Constructed Permanent Pavement =D 4) REMOVE EXISTING WATER A LL PROPOSED ■ Type III Traffic Barricade f: 5) TEST BOTH LEGS OF NEWL T E AIN WITH w/Fenang for Road Closure G TEMPORARY *OFF ON 16-INC A NSTALLED X Drum Constructed HMA • 42"Channelizer +� Proposed Water Main 0 NEAR CONNEC T EXISTING. m Proposed Storm Sewer 6) CIE PROPOSE NE fFTING � Arrow Board • 7) CLOSE INTERCONNE 0 A/J FLIP} II-INCH WATER 0 Traffic Signal -- Constructed Water Main MAIN TO NORTH ) 117 (�:O r+✓Traffic Closure Fence • Constructed Storm Sewer C!r y 0 !O t o Ci ryFRK 501+00 r pi I INSTALL VALVE AND BLOW-OFF_..4 O i I I O O 502+00 op r a o g o r am° 0 \ r am \ Sf el Y nglirjr''' CO STAGE I M NSTALL TEMP ARR R low- R S RM TRENC Iiii____-1•11111 1110116 : S FILLED ,�, ��:�7 • ____ s., t f 504+00 140' 1W —,,, • X . rzoo - - r0 ill__ Z ---_ 140' �/ 1 ,• z 0 30 FEET PROJECT NO: , 007 1 DESIGNEDCKEDY: A. CARPER NO DATE BY REVISION DESCRIPTION 4 Foth SHEE' N0. PROJECT DATE: 2017-11-06 CHECKED BY: A. MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:44:06 PM DRAWN BY: L.MOORE J.10 CAD FILE: c:\pW_rorkdlr\pw_le\Inm\d0116427\0017100I.00_J10.SHT.dgn CITY OF IOWA CITY,IOWA STAGE 2 1 1 _J I I I I I I II T ix PLACED AT LAST PUBLIC ROAD PM 4 O ix ROAD INTERSECTION. Q I CLOSED REFER TO IOWA DOT STANDARD 1� C/Tv WA e [�� a - - AHEAD DETAIL TC-252. 1 f Yr0W w F W20-3 Z 48'X 48' -------------- Q w 3 Z ROAD al ROAD ROAD I P a 500 FT WORK A:A: w —�— c �zo 3 RIGHT LANE 4e X 48" CLOSED ■ - f / AHEAD 4488 I - OAD ' /////// !/ CLOSED O //// // 0 �xns !� I/ /iii'1%/ /% %/ 48"x 48" rs 1 V __-- .1. .I. .I. .I. I �4-2 �_ ^ 4Wau 'x 48•' to25 3' pAIN 250. SIDEWALK CLOSED QRE. 1 R9-9 Fs�VE NIE -- R5,0 24"X 12" h END III `-4 END SOU QMma ROAD NORK .411100.111.1.11° ROAD WORK 4tl0 NOE G20-2A rr{ P9-1 48"X 24" _ _�1.. G20-2A r 48"X 24" -. \0 RIVERSIDE DRIVE MIN 250' MIN 250' 11111 LEFT LANE CLOSED AHEAD AHEAD 84 4 ' 4W' 4 ff WORK w2o-i . 4s"ROAD X 48' B" R3-2 24'X 24' I. I° /'ilk I I 0 100 FEE T / NOTE: REFER TO IOWA DOT STANDARD DETAIL TC-423. PROJECT NO:A : f00 7-1 DESIGNEDCKED A. CARPER NO' DATE BY REVISION DESCRIPTION I "otlhl SHEET NO. PROJECT OAT/: /20181-06 DHECKED BY: p. MONIEARIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:44:19 PM DRAWN BY: L.MOORS J.11 CAD FILE: c:\pv-vorkdlr\pv_le\Inm\d0116427\00171001.00-J11.SHT.dgn • �� CITY OF IOWA CITY,IOWA STAGE 2 SIGNING TRAFFIC CONTROL LEGEND S Proposed PCC Pavement 500+00 I. Traffic Sign Proposed HMA Overlay Direction of Traffic + _ .0 Type III Barricade Constructed Permanent Pavement / E. h i wYe nldng for Road Closure Constructed HMA X Drum l �A j A • 42"Channelizer +� U/a L�� Proposed Water Main f� m Proposed Storm Sewer (! Arrow Board ' • Traffic Signal -------- Constructed Water Main '17 V. f+✓Traffic Closure Fence • m Constructed Storm Sewer J r - oo Ip it. grir�ER�( 501+00 0/1/4 Al I 1 i ❑ II OiO502+00 t" s11111 II I co, r 0g is. or �. 8 • ' 8 gr o .- RIVERSI111 DE —te ....iaIIIIIIIIIIIIIIIIIIIIIIIIiiili. li r \orbs 201111ms IIIIIIIIIIIIIr:lli _11111111111111111111 • 504.00 • At r z 0 30 FEET PROJECT NO: 171001.00 _ DESIGNED C.CARPER NO GATE BY REVISION DESCRIPTION Foth SbFE? N0. PROJECT DATE: 2017-117-11-C6 CHECKED BY:Y: A.MONIEA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:44:33 PM DRAWN BY: L.MOORE ` �� CAD FILE: c:\pv_vorkdlr\pr_1e\Inm\d0116427\00171001.00_J12.SHT.dgn \v, CITY OF IOWA CITY,IOWA STAGE 3 1 I _ I I I I I I .I. i i T ------------ �,I x \\\ PLACED AT LAST PUBLIC ROAD --------------- ';EA *1•I/QI, ITROAD Y C ���w SO w • CLOSED REFER TO IOWADOT STANDARD f�il/ ? Rj 4 V a AHEAD DETAIL TC-252. �// Y�' l� r-- in - Y w w W20-3 Z 48'X 48' --------------------- o— D ROAD 5500�FD OORAK —�- a AHEAD .------- -------.7 �� LLI J 120-8 LEFT LANE ��— X 48"X 48" CLOSED 120-1 AHEAD --/-------j 48"z 48' I Ly� //�/// ... 1-C ROAD —�— / I; CLOSED // /���� /�/ wzo-s - t 1 il //..... // // / �_ F{_// 4e"z 4e.. 14-2 r .. MIN 20 Vat% 25°: ----------------- 1 / it .. Rjvs10E 0¢1vE R3-2 ---------------- END /a•..'— 24'%24' ROAD WORK w " END ROAD WORK G20-2A 48"X 24" G20-2A \ L- - 48"X 24" RIVERSIDE DRIVE MIN 250' --1 ROAD p LANE MIN 250' WORK CLOSED AHEAD AHEAD, D w2o-I 48" 98" 48"X 48" 8" w4- 4 R3-2 29'%29• / Oil I I I° 0 100 ArPif REFE: FEET REFER TO IOWA DOT STANDARE DETAIL TC-419. 44 PROJECT NO: : 017-1 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION G Ibt SHEET N0. PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD GATE: 4/16/2018 5:44:46 PM DRAWN BY: L.MOORE J.13 CAD FILE: cl\pr-vorkdlr\pr_te\Inm\d0116427\00171001.00-J13.SHT.dgn CITY OF IOWA CITY,IOWA STAGE 3 SIGNING TRAFFIC CONTROL LEGEND ® Proposed PCC Pavement Proposed HMA Overlay I. Traffic Sign Direction of Traffic Type III Barricade + Pi Constructed Permanent Pavement I, Type III Traffic Barricade ` ! i X w/Fencing for Road Closure 9/�j !Vl X Drum I Constructed HMA C(I • 42"Channelizer +` Proposed Water Main 84PR I= Arrow Board • m Proposed Storm Sewer n �� Traffic Signal — Constructed Water Main T�t� , L/j 4/. O + Traffic Closure Fence Constructed Storm Sewer _ I 500+00 - i,, /1 ci���'ty , ,in t'.r 1 1,..,, ri: 4 N 4 501+00 , 41 . 4 ' 4 li 9. a. c_:., !1'-* ��47 it..:tr,:i.*.:,„;,,,,:_41: 44.4,. 502+00 8 IN 41 el' c . ii. 4. ' Ab �?4 V'Ai!!!!!� ♦���d SIDE _ . �� v?i f►�►'i�v�'O�i��������������t,�..C., RiVER ..•--� ii•���i� � i!,, .. �A. 0 \ . A,A• 'ID . A. . 01.1111.11111.1"1"11111111 • 504+00 /1 2 • 0—Vi I _ • \'/ z • 111• 0 30 i. FEET PROJECT NO: 17[001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION .FOthSHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:44:57 PM DRAWN BY: L.MOORE J.14 CAD FILE: c:\pw_warkdlr\pw_le\Inm\d0116427\0017I001.00_J14.SHT.dgn \l� CITY OF IOWA CITY,IOWA STAGE 4A T �11123 11 7pjg, ,R 0 n �7pM . m PLACED AT LAST PUBLIC ROAD , CITY. 4• ©© Rom INTE w ' CLOSED REFER TOTION.IOWA DOT STANDARD � aAHEAD DETAIL TC-252. C,Ty'�R`+ fA — • O J 4 ix W F W20-3 ? 48•X 48' ------------ 3 w ROAD ROAD WORK C o w CLOSED AHEAD > 500 FT a RIGHT LANE _--- w CLOSED W20-' J AHEAD 48"X 48 F. W20-3 f , �• W20-6 lit I ROAD _O 45"X 48" L I//��// I/ CLOSED 'API////// - /� - ' &%/ / /%/ /% e/..e/r/r// e ei # / 4411"1(48" —______ L III—I iiiiii M1N iv li •• r R�vERslof- OR1�E _ 4ct R3-2 END it 24 X 2 1 ` ROAD WORK c244 END 4e x 4 �r ROAD WORK .�- I 48"X 24" -------------- RIVERSIDE DRIVE or IN 250' I J lMIN 250' ROAD LEFT LANE AfEAO CLOSED lk AHEAD W4-2 wit. n0-5 4e %4ei. 1. 1. R3-2 24•%24• I 10 A%, — roof Z 1 1 I NOTE: REFER TO IOWA DOT STANDARE DETAIL TC-423. 0 100 F�,,,,,--. A • PROJECT NO: :171001.00CHE A.CARPER NO DATE BY REVISION DESCRIPTION eFoth SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: L. MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:45:10 PM DRAWN BY: L. MOORS J.15 CAD FILE: c:\pr_rorkdlr\pr_le\Inm\d0116427\00171001.00-J15.SHT.dgn v CITY OF IOWA CITY,IOWA STAGE 4A SIGNING TRAFFIC CONTROL LEGEND 'gb Proposed PCC PavementI. Proposed HMA Overlay 500+00 Traffic Sign �= Direction of Traffic Type III Barricade �+ - ConsWcted Permanent Pavement L • , �/ X Type III Traffic Barricade k x Drum w/Fencing for Road Closure Constructed HMA �n Q • 42"Channelizer +\ Proposed Water Main ,� (/, Arrow Board • Im Proposed Storm Sewer g�'P� • Traffic Signal -- Constructed Water Main P�j./ ` O + Traffic Closure Fence ConsWcted Storm Sewer 6 D ) - 501+00 ry f/ !.1., / , --- ° . _ I g 0 - x 502+00 $ 0 4. 111111i: •. 1:I.* _________---- O to O t7 • , • OR O p �� ./iiiiii- RivERS1DE o A o si.- - �, {r3+00 r imossmo _ :ea_ _r_________ ____ ///////./i/.ii...-saw • • - `, 504+00 ilit `0 /l\ Z 0 30 FEET PROJECT NO: :171001.007 DESIGNED Y: A. CARPER NO DATE BY REVISION DESCRIPTION eFoth SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:45:22 PM DRAWN BY: L.MOORE J.16 CAD FLEE: c:\pv_vorkdrr\pv_le\Inm\d01i6427\0017100I.00_J16.SHT.dgn \/ CITY OF IOWA CITY,IOWA STAGE 4B 1 _J 1 I l l l II C/T Ply4'00 w ROAD 1or1/4 I c/fR WOKa AHEADF— • swell cc w F-- 820-I Z 48"x 4e•• a 3 ROAD D 0 Z WORK w HEAD a LEFT LANE CLOSED 820-I — AHEA' 48"x 48"AM Wzo-s 0 Al 4e x 4e 84-2 \ —�-- 4e••x 48" 1 `N 20 .__------ II Illikpl 1 VER51O� OR1VE ------------ END ROAD WORK IlIII ,l=%! .. 'r.■ - END 02O A �!a ROAD WORK 4e•x4^ —IF_ « — - « y 1101S111 �� G20-2A RIVERSID •' 111111111111111111111 I WORK RIGHT LANE AHEAD CLOSED AHEAD 84-z W20-5 +Y•x 4e•• 48" 48"x 49•• iii 10 „. 1. I 10 04. Z 140 NOTE: REFER TO IOWA DOT STANDARC DETAIL TC-423. 0 t00 Oir FEET PROJECT NO: 171001.007-1DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION 1tli SHEET N0. PROJECT DATE: 2017-11-06 CHECKED BY: A.CMONIZAARPER RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/I6/2018 5:45:35 PM DRAWN BY: L. MOORENyO J.1 7 CAD FILE: c:\pw.workdlr\pw_le\Inm\d0116427\0017I001.00-J17.SHT.dgn CITY OF IOWA CITY,IOWA STAGE 4B SIGNING \ 1 I I I I ìiixi1IIIIIIfIi1 I I I t •04 Q MYRTLE AVENUE )1666_ I, CLOSED AT - RIVERSIDE DR1,`p\::\ I\4, i'deP USE BENTON ST s6 ��1e � E EVEis' MYRTLE AVENUE - _........ T., \ . 1�Al /�, ENDAi ,-/ eeFy \ 1 I DETOUR� / , ,/ loGp E. �.,/ .; • S. ies, i- • II � /- _ i / ' iu I.,1, \Ira. c) � \ \ 1 , ›. 1 I , i. ,, .. / alli P.:Aar�/ BENTON STREET - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ' mMYRTLE AVENUE \ \ mCLOSED AT 4V, RIVERSIDE DR\ \ \ \ USE GREENWOOD DR\ \ \ i 1 II_ I DETOUR I PROJECT NO: :71017 1 DESIGNEDCKEDBY: A.CARPER NO DATE BY REVISION DESCRIPTION Foth SHEET NO. PROJECT DATE:4/16/20181-06 CHECKED L.MONIZARERIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 5:45:46 PM DRAWN BY: L.MOORE J.18 CAD FILE: c:\pr_vorkdlr\pv_le\Inm\d0116427\00171001.00_J18.SHT.dgn G CITY OF IOWA CITY,IOWA MYRTLE AVENUE DETOUR o \ • 0 0 + o 0 c") + o 0 FIL .1. 28ISAPR 17 • mumLoll ci r 1 13' 00 D124 ar>�,� Lo 106 o l071 i F ,, Y �. L0104 �� in' � • A r r • r Qri't= r +i • TTTTTTrTTT/Tilri/iifiiiffiiiiiiii�il T v//7//iiil/i/::: J# I-010�' RIVERSIDE DR 1 / MATCH EXISTING ROADWAY CROSS SLOPE I I 1 :-711/117zz _____ 27.8 SYQ�� - FULL-DEPTH Point Station Offset Elevation Description Point Station Offset Elevation Description al \miYH PCC PATCH LO101 103+05.82 24.00 646.12 PCC PATCH L0116 103+29.44 29.52 646.82 DRIVEWAY TRANSITION L0102 103+00.46 -23.87 646.19 MATCH EXISTING L0117 103+64.29 28.52 647.02 DRIVEWAY TRANSITION illin L0103 103+74.56 -22.00 646.56 MATCH EXISTING L0118 103+85.99 27.69 647.19 DRIVEWAY TRANSITION r-.. 1 ' L0104103+74.56 -24.50 646.86 PCC DRIVE L0119 104+30.99 27.70 647.54 DRIVEWAY TRANSITION r��`'4 L0105 103+98.13 -24.55 646.98 _ PCC DRIVE L0120 105+00.02 28.82 648.11 DRIVEWAY TRANSITION L0106 103+75.18 -30.69 647.54 MATCH EXISTING L0121 105+33.84 26.70 648.36 DRIVEWAY TRANSITION ■ 1117 - 012 - L0107 103+98.38 -30.91 647.61 MATCH EXISTING L0122 103+00.46 0.00 646.72 I MATCH EXISTING_ L0118 IL0119 L0110 104+31.40 -26.69 646.82 PCC DRIVE L0123 103+06.17 -0.00 646.73 MATCH EXISTING NOTE: -�_ LO111 104+71.11 -28.95 647.01 PCC DRIVE L0124 103+05.98 -32.03 646.96 MATCH EXISTING L0112 104+28.42 -44.07 648.64 MATCH EXISTING L0125 103+25.95 -31.98 647.11 MATCH EXISTING I L0113 104+75.02 -44.71 648.92 MATCH EXISTING L0126 103+04.90 -23.87 - 646.16 PCC DRIVE ALL ELEVATIONS ARE PRIOR TO 3" HMA OVERLAY UNLESS L0114 105+15.44 -22.00 647.56 MATCH EXISTING L0127 103+05.99 12.00 646.51 PCC PATCH NOTED AS (OVERLAY) ELEVATION. 20 L0115 105+65.82 -33.00 648.08 END TAPER L0128 103+26.53 12.00 646.67 PCC PATCH DRIVEWAY TRANSITION POINTS MATCH EXISTING ELEVATIONS Art/ Z 0 Fj EET 1 L0129 103+26.73 23.99 646.35 PCC PATCH L0130 103+27.01 -23.87 646.41 PCC DRIVE VERIFY PCC PATCHING LOCATIONS WITH ENGINEER O O Point Station Offset Elevation Description 0 O 00 O+ L0301 107+57.96 -10.91 648.99 MEDIAN CORNER + + N ,L0302 107+57.92 -2.41 649.16 MEDIAN CORNER O 0 + 0 .-. .. L0303 108+38.47 -10.93 648.35 MEDIAN BEND POINT 0 + + �" r'•r+ r. L0304 109+57.44 -4.97 647.58 BEGIN 1.25' RADIUS L0305 109+57.36 -2.48 647.66 END OF RADIUS CO 0 O.--. L0306 108+39.51 -32.93 648.65 BEND POINT L0307 110+07.48 -24.50 647.09 BEND POINT L0308 109+32.20 -23.68 647.16 MATCH EXISTING L0309 110+17.48 -24.50 646.91 MATCH EXISTING L0310 110+17.48 -23.87 646.63 MATCH EXISTING m L0311 110+17.48 23.63 647.08 MATCH EXISTING r r imam - L0306 _-M __ EMIR - ///////� Ss1:Is I irime 1 03+00 _ _ iLrl<Tri•� - 4. --- '` SIDE DR m - AMIN �- iflRIVER hli _______mmip I \OF Z 777777 0 20 FEET PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-II-06 CHECKED BY: A.MONIZA Foth CAD DATE: 4/16/2018 5:46:52 PM DRAWN BY: L.MOORE RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE L.01 CAD FILE: c:\pv-vorkdtr\pv_le\Inm\dO116427\00I7I001.00-LOI.SHT.dgn CITY OF IOWA CITY,IOWA GEOMETRICS,STAKING,AND JOINTING O LEGEND //// SAWCUT :—.\(.3 O \ O IZ. Fo :801° i sie P6;D:0 0 nEmm ;/41;;;fp)/4. frir •10p1,, 20' x zo' ME 16.3 (TYP.) MIT /////////77//I/7.////////////// v m (TYP.) 4ii ,, � m>�,rsay.rcv,:s..II TI ; I .: 411111 mrs,m, e e..s x.. v s».v v ` a '7 s1,��.,nc • s v a% Yi — IIIIIIII�I� ez -- — 11111 ■ / NOTE: h z D FEET VERIFY JOINTING PLAN IN FIELD. MATCH EXISTING JOINTING WHERE ALLOWABLE PER CITY OF IOWA CITY STANDARD SPECIFICATIONS AND SUDAS STANDARD SPECIFICATIONS. 0 O O + O O O + m O ^ m Op O O O W m O m 20', _ (TYP.) 13.8' 10'I I 8 BT-3 7�TTTT7 /T chi 20* o ol� BT 3 cm d d JTT �/7TTJ � f (// / ).-. �/////77 (TYPJ z .) .,. E z : _ . , i z 3 ; II PROJECT N0: : 017-1 DESIGNED BYY: C. CARPER NO DATE BY REVISION DESCRIPTION Fot h 5".EEi N0. PROJECT DATE: 2017-11-os CHECKED BY: A.MONIZA - • RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE n CAD DATE: 4/16/2018 5:47:03 PM DRAWN BY: L.MOORE L•02 CAD FILE: c:\pw-woricd1r\pr_Ie\Inm\d0116427\00171001.00-L02.SHT.dgn CITY OF IOWA CITY,IOWA GEOMETRICS,STAKING,AND JOINTING IIY*I. v Gly inure � 4 L `� _• '' _ D2 1- MATCH EXISTING ROADWAY CROSS SLOPE I 1GY � >•IZIcY� L0266 F L Y C 66b i/ �_.. nic' - ____ I - IL022�r i a ....„.I Q► - -10.112 I KEW l�.Y L! e P�f S D TP HH - I PR , �IYZY� IMMO IL0265I L021 A T C 'iseva i �� �N 02$iI i3� �If1 •1 I L028 ° A 4.6 SY.:1 1 10YkY0 1t 4.7 SY FULL-DEPTH FULL-DEPTH -- I'N f l "Nato l-srI TSIF.LI= PC PCC PATCH rvP ���'*� isle 71 - arvP m[Ir-.- _ 4a` - i[�t11th /Z31) t�� � ►-� 1 1 if�� \ LYE-Z: fiYI�I: .��f �1028Q1 \ 1011-I-i V �� �� \ 0276- R•r.•,. 1 14.2 SY I \ 1_0279 FULL-DEPTH \ MORIO PCC PATCH �IY�171 - •SF \ I . . I1-022: z` f1 / • N s m - Afi\ \ m �- I \ 0 3•gxi. 0 20 00+901 LI \ FEET Point Station Offset Elevation Description Point Station Offset Elevation Description Point Station Offset Elevation Description L0201 503+01.82 33.85 648.33 BEGINNING OF 25' RADIUS L0223 107+33.43 -23.80 648.56 MATCH EXISTING L0279 106+66.15 24.00 649.08 PCC PATCH L0202 502+77.09 12.50 649.60 END OF 25' RADIUS L0224 107+41.73 -10.40 649.13 BEGINNING OF 4.5' RADIUS L0280 106+82.00 16.00 649.19 PCC PATCH L0203 502+77.09 37.50 650.42 CENTER OF 25' RADIUS L0225 107+40.45 -1.60 649.26 END OF 4.5' RADIUS L0281 106+82.07 24.00 649.03 PCC PATCH L0204 503+09.11 8.28 648.68 MATCH EXISTING L0226 107+51.28 0.10 649.20 MEDIAN CORNER L0282 106+96.43 2.00 649.36 PCC PATCH L0205 503+06.83 8.29 648.61 MATCH EXISTING L0227 107+51.32 -10.40 649.04 MEDIAN CORNER L0283 106+96.43 9.00 649.32 PCC PATCH L0206 502+44.56 22.85 651.73 MATCH EXISTING L0228 106+43.78 28.20 649.10 PCC DRIVEWAY L0284 107+02.43 2.00 649.34 PCC PATCH L0207 502+44.56 18.98 652.00 MATCH EXISTING L0229 106+43.77 32.09 649.21 PCC DRIVEWAY L0285 107+02.42 9.00 649.30 PCC PATCH L0208 502+34.11 12.50 - 651.92 MATCH EXISTING L0230 106+84.03 -34.43 648.94 MATCH EXISTING L0286 107+41.09 19.00 648.99 PCC PATCH L0209 502+34.23 -10.00 651.75 MATCH EXISTING L0231 107+11.03 -34.58 648.83 MATCH EXISTING L0287 107+58.19 19.00 648.88 PCC PATCH L0210 502+51.14 10.00 651.03 MATCH EXISTING L0232 107+50.29 24.50 649.15 MATCH EXISTING L0288 106+85.88 42.08 649.56 CURB AND GUTTER L0212 500+19.70 12.00 651.53 PCC DRIVEWAY (OVERLAY) L0233 107+58.16 24.50 649.14 MATCH EXISTING L0289 106+85.93 44.58 649.43 CURB AND GUTTER L0213 500+19.75 -12.36 665.78 _ OVERLAY TRANSITION L0234 107+51.87 44.70 649.25 MATCH EXISTING L0290 106+43.90 43.09 649.94 CURB AND GUTTER L0214 500+21.09 -12.50 665.79 BEND POINT L0235 107+67.73 44.33 649.15 MATCH EXISTING L0291 106+43.96 45.59 649.46 CURB AND GUTTER L0215 501+76.46 -22.50 653.84 BEND POINT L0236 107+67.71 42.39 649.22 MATCH EXISTING L0217 502+51.91 -10.00 654.19 MATCH EXISTING L0237 107+10.19 38.50 649.45 BEGINNING OF 2.5' RADIUS L0218 502+51.93 -22.50 650.65 BEGINNING OF 35' RADIUS L0238 107+12.66 40.99 649.01 END OF 2.5' RADIUS L0219 502+86.44 -63.33 647.99 END OF 35' RADIUS L0239 107+23.07 38.50 649.43 BEGINNING OF 2.5' RADIUS L0220 502+51.93 -57.50 _ 650.14 CENTER OF 35' RADIUS L0240 107+20.59 41.00 649.00 END OF 2.5' RADIUS L0221 502+64.87 -10.00 650.43 MATCH EXISTING L0241 107+12.79 75.02 645.23 MATCH EXISTING L0222 502+81.85 -14.66 649.32 MATCH EXISTING L0242 107+20.66 75.00 645.34 MATCH EXISTING L0250 502+86.10 11.52 649.10 MATCH EXISTING L0243 107+39.58 117.16 642.06 MATCH EXISTING L0256 501+93.73 14.10 653.60 DRIVEWAY TRANSITION L0244 107+37.14 107.61 642.32 MATCH EXISTING L0257 501+62.22 15.62 655.30 DRIVEWAY TRANSITION L0245 107+57.52 112.27 642.84 MATCH EXISTING L0258 501+51.57 13.62 655.82 DRIVEWAY TRANSITION L0246 107+55.29 102.66 643.12 MATCH EXISTING L0259 501+33.37 14.23 656.84 DRIVEWAY TRANSITION L0247 106+70.94 23.99 649.07 MATCH EXISTING L0260 500+99.67 13.41 659.18 DRIVEWAY TRANSITION L0248 106+82.77 -24.27 648.59 MATCH EXISTING L0261 500+73.73 13.97 661.23 DRIVEWAY TRANSITION L0251 106+05.65 32.94 648.93 MATCH EXISTING L0262 500+47.98 12.00 663.09 PCC DRIVEWAY (OVERLAY) L0252 106+07.67 29.15 649.04 MATCH EXISTING L0263 500+44.77 17.61 664.37 PCC DRIVEWAY (OVERLAY) L0267 107+15.71 -29.06 648.66 MATCH EXISTING 10264 500+22.55 17.50 666.29 PCC DRIVEWAY (OVERLAY) L0268 107+15.74 -11.99 649.13 MATCH EXISTING L0265 107+28.48 -338.10 EXISTING BEGIN OVERLAY TRANSITION L0269 107+19.43 -12.00 649.13 MATCH EXISTING L0266 107+54.71 -334.00 EXISTING BEGIN OVERLAY TRANSITION L0270 107+19.13 24.50 649.20 MATCH EXISTING L0271 500+19.74 -10.00 648.88 MATCH EXISTING L0276 106+11.09 22.00 648.74 CURB AND GUTTER L0272 501+52.13 7.00 648.99 MATCH EXISTING L0277 106+62.96 22.00 649.02 CURB AND GUTTER L0273 501+59.56 6.93 649.34 MATCH EXISTING L0278 106+66.05 16.00 649.16 PCC PATCH L0274 501+52.13 12.62 649.30 MATCH EXISTING L0275 501+59.59 12.58 649.36 MATCH EXISTING PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NC. PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA Fotli RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE L.03 CAD DATE: 4/16/2018 5:47:15 PM DRAWN BY: L.MOORE CAO FILE: c:\pv-varkdlr\pw_le\Inm\d0116427\00171001.00-L03.SHT,dgn CITY OF IOWA CITY,IOWA GEOMETRICS,STAKING,AND JOINTING .11 :0 •`s,c.i'>--\ o 11_1— 0 03 N I --\ -- 12.4 (TYP.) / — co ' 23 ‘141 01 i..1 I I,A. 1223'i a ,,, 4------r) ' --------------------5:5\\". N 17' K/1/2/'''112:, 12*7 0 WVii . \ 1 15,5, a *, ‘ • *1 -. • 0 ------------ udimm„ or 02:1 7 °*4 cte IMIIII _ . .., \ \ cyrt, Re 10 0 r= 2= • Iv, .• 08 , 11111.10 ta, ffI T41;lift I%',II 877:mmulioteij.51:' ,,. 13, .\ \ - I--. i \ 0 wv r"'ca toim / NNNNNN 11' N _ \ \ \ OD ' . •., , , 03-\ 7- dA42.; N 0-3 --: ,, -- O , a- , a.- r _ \ 1 00+901 T FEET I \\.,... _ • 1 00\ i SHEET ND. PROJECT ND: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA' CAD DATE: 4/16/2018 5:47:28 PM DRAWN BY: L. MOORE 9 Foth RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE L.04 CAD FILE: c:\pr_workdi r\pw_ie\Inm\d0116427\00171001.00104.SHT.dgn CITY OF IOWA CITY,IOWA GEOMETRICS,STAKING,AND JOINTING MODIFIED 0 Diameter or equivalent diameter STORM SEWER * Bid Item Pi INTAKES AND UTILITY ACCESSES PIPES L Ebb Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. ATiuiPAANF1412 ft length is added to each side of the Design Length to account for estimated length to center of structures. FT / 7 P L Intake/ O1 C�I1'�s 4* 00 Form Bottom Line Utility Class Pipe Bid* Design Slope Flow Lines pipe1Q 4y n L'J Cp No. Location Station and Offset *Type or Standard Road Plan Grade Well Notes Access Size Length Length Profile �+r T Y �`otes Number 'D' % Inlet Outlet Other • 'O*'4 No. Sheet No. �1 Elev. Elev. _ From To IN FT FT Elevation Elevation Elevation S-01 107+29.25, 109.82' LT SW-545 652.-9-5 646.45 EXTENDED 18' CURB OPENING p_01 5-01 S-03 2000D 18 34 28.0 2.43 646.95 646.27 CLASS 3 GASKETED S-02 106+87.70, 116.19' LT SW-545 652.91 646.59 EXTENDED 18' CURB OPENING p-02 5 02 S 04 2000D 18 34 28.0 1.43 647.09 646.69' CLASS 3 GASKETED S 03 107+24.07, 77.68' LT SW 545 651.50 641.62 EXTENDED 12' CURB OPENING P-03 S-04 S-03 2000D 18 41 35.0 2.74 646.65 645.69 CLASS 3 GASKETED S-04 106+84.21, 84.21' LT SW-545 651.74 646.15 EXTENDED 12' CURB OPENING p 04 S 03 5-05 2000D 18 214 211.0 1.02 642.12 .___ 639.96 CLASS 3 GASKETED S-05 107+44.33, 133.38' RT DR-201 18" FES ---, —__ - -------- - _____ - -- - _ __ v STRUCTURES — - SW-545 4 _. PIPES DR 201 .�_. 1 18" 323 5 TOTAL STRUCTURES j • PROJECT NO. 171001-01 DESIGNED BY. C.CARPER NO DATE BY REVISION DESCRIPTION RIVERSIDE DRIVE IMPROVEMENTS SHEET NO. PROJECT DATE: APRIL 2018 CHECKED BY: C.CARPER 9 CAD DATE: 6/12/2015 1234.07 PM DRAWN BY: G.MARTIN �� MYRTLE AVENUE M.01 CAD FILE: c.1pw_warkdrIpw_ieWm1d01690271RiversideDnve_MSheets.dsm IOWA CITY,IA STORM SEWER PLAN&PROFILE SUBDRAIN CLEANOUTS yr,,. Point Station Offset Elevation z "i` CO-1 106+53.34 -33.87 648.84 — - _ CO-2 107+49.37 -295.92 665.45 _ -—Fp(p)� _ - ®� E +1 g I CO 3 110+17.15 -25.45 647. 7 - - - - _ • \ j _ _ z , I(FO-2) I -San.(C) - - - 11 g ? ` :1 I 'j'•+ I 1. i I IfjI 1 2018Ap� ! 7 PPS �. 00la 4 / /r� STRUCTURE S-02, SW-545, 18' OPENING •STA. to CITY 19' LT FORM GRADE ELEV1 16 652.91 d 1 i ' E �I `G t � G,Pi E FL OUT (E) = 647.09 (18" RCP) J d �BOTTOM WELL = 646r50, F I I T •I: ' STRUCTURE S O1, SW 545, 18' OPENING j •p 1 STA. 107+29.25, 109.82' LT I 1 1 1-i I'• .\a I FORM GRADE ELEV. = 652.95 I I• 1 FL OUT (E) = 646.95 (18" RCP) OWA / �' s BOTTOM WELL = 646.45 STRUCTURE S-04, SW-545, 12' OPENING ' 1 a STA. 106+84.21, 84.21' LT I ¢ II FORM GRADE ELEV. = 651.74 FL IN (W) = 646.69 (18" RCP) I i a li �U STRUCTURE 5-03, SW-545, 12' OPENING EXISTING SW-509 FL OUT (N) = 646.65 (18" RCP) . STA. 107+24.07, 77.68' LT REPLACE INTAKE TOP AND THROAT BOTTOM WELL = 646.15 hA4i ' �■ II FORM GRADE ELEV. = 651.50 i. I • I C ). ``. BOTTOM WELL = 641.62 o O 49 LF 24" RCP ' l���e 0 z 0 FILL W/ FLOWABLE FILL I 1°' • ' + • E + AFTER INSTALLATION OF O gCO NEW STORM SEWER 1r + 1 Co 0tilt N i 6 ... ~� -or I — — — _ RA/ w(eb—o 1� I/. N4iIuP1 r \-,_- 1 _ R,W - _ �_-_-- ia. - R/W �W .'...,� ® E \\ • a` I - — - — _ W;31 - .-rs�-F - tfO) ®D 1. T(&} a- SanACI / l...> ` a ��■ •/O _ — San(C) San(CY — — 4 — - — - - San( ) t — - 1�•� \ - . �. 4 II "RIVERSIDE DR - - _ - - — - - —FO(D)v - t k - f i - - - - - - -0- — • m R/W 1 I I I 198 LF 24" RCP -------"1I I — FILL W/ FLOWABLE FILL I I? I • I I — - — E(B) — _ AFTER INSTALLATION OF o — - NEW STORM SEWER I I ° I • II• - — - _ / V I II // II I I E. — - — m I - • II I —REMOVE 35 SF OF MODULAR BLOCK I I I -- 1_ ' RETAINING WALL © I 1 I aREPLACE AFTER CONSTRUCTION OF PIPE P-04 I • I LIST OF SUBDRAINS '� - / I NUMBER TYPE LENGTH DEPTH FROM CLEANOUT NOTE h I ° Irfr z ( STRUCTURE S-05, DR-201, 18I " DIA. a p a 11 ' I 18" FLARED END SECTION SD-1 6" 0 PERF. 351 24" 1 - OUTLET TO EXISTING INTAKE I H I I STA. 107+44.33, 133.38' RT SD-2 6" 0 PERF. 184 24" 2 - OUTLET TO INTAKE S-01 d0. OUTLET ELEV. = 639.96 SD-3 6" 0 PERF. 323 NIN. 24' 3 - OUTLET TO INTAKE S-03 I ELEV = 643.06 I I '17d PLACE 50 TON CLASS E REVETMENT 0 20 NOTE: • FEET SEE SHEET M.03 FOR PIPE PROFILES �I r- 4'. PROJECT NO: :171001.00 DESIGNED A. CARPER NO DATE BY REVISION DESCRIPTION Foth SHEET NO. PROJECTD DATE:4/16/2018 2017-11-06 CHECKED BY: L. OORIZAeN, RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD GATE: 5:48:33 PM DRAWN BY: MOORS M.02 CAD FILE: c:\pr_wrkd:r\pr_te\Inm\d0116427\0017I001.00-M02.SHT.dgn CITY OF IOWA CITY,IOWA STORM SEWER PIPE P-01 PIPE P-03 /4 EXISTING GROUND PROFILE PIPE P-02 STRUCTURE 3 C OF PIPE E4(iS-TING GROUND PROFILE 4.07. , .68' L4 OF PPE STA. 107+24.07. 77:68' LR��EXIST NG GROUND PROFILE FG ELEV. = 651.50 •••��, ', 0 C:O=:PIPE FL 1N = 646.27 (P 41/ - FL IN 645.6 STRUCTURE S 03, 655 655 655 655 FL OUT = 642.1 ..i. T1� 655 SW- 45. INTAKE _ STRUCTURE S-0 , 5011 STA. 107+24 0'.:77.68' _T SW-545. INTAKE ` Ydli* E23 - E. EV. 65 .50 STRUCTURE S-04. STA. 06+84.21 84.21' LT GAS /� = 646.2, (P-01) SW-545, INTAKE FG ELEV. = 651.74 -•• ��✓ / FG FL I = 645.69 (P-03) "I 650 690 - 650 --- STA: 106+84.21 84.21` LT 650 F IN 643.69 (P-O ) ,! FL I .(2 (P-04) FG ELEV. = 651.74 FL OUT _ 64Kbb (P-O.) / BOTT M WELL _ 641.62 - - FL IN 646.69 (P-02) BETTOM WELL = 646.15 FL OUT = 646.65 IP-013) R FIBER OPTIC �- BOTTOM WELL = 646.15 645 645 PIPE P-E2 . J 645 645 P 01 645 645 PIPE P 03 34 LF.18 Rl P... 34 LF 18„ RCP - - - - -. - 0 1.43% ('-02) PIPE P 03 8' SANITARY 41 LF 18'':RCP: 02.43% IP-01) � - - - - - _ _ - _ _ _ _ - _ _ _ _ _ = - - - - - Q 2.74% (P-03.) STRUCTURE:S-O - STRUCTURE S 02, 640 SW-545, INTAKE 640 640 SW-549. INTA E 640 640 640 STA. 107+29.25 109.82' LT PIPE P-04 STA. 106+87. 0, 116:I9' LT PIPE P-04 FG ELEV. = 652.95 FG ELEV. o 6 2.91 FL OLT =.646.95 (P-01): FL OUT =:64 .09 (P-02, BOTTOM WELL = 646.45 BOTTOM WELL = 646.59 635 635 635 635 635 635 630 630 630 630 630 630 Crin CV^' M CV I O N- co n M to CO. v In v- In In R in I.0 CO. In (0 (O CO (0 CD CO CO (O CD CO CO CD 100+00 +25 200+00 +25 300+00 +25 EXISTING GROUND PROFILE PIPE •-04 @ C OF PIPE PROFOSED GRIIUND:PROFILE 655 STfiuCTURE S 03. 0 E OF PIPP 655 SW-545. INTAKE STA. 107+24.07, 77.68 LT FG ELEV. - 65..50MAINTAIN B" MIN. COVER 650 FL IN = 646.27 (P OD --- PROPO ED GROUVO PROFILE 650 FL IN = 645.69 (P-03) - - -. •3EaaLlig _ 0 .I- PINE FL OUT = ,642.12 (P-04)_ _ _ _ �-GAS BOTTOM WELL 64..62 _ - _ /////// _ _ - _ - 1 645 ELECTRIC - RELOCATE, BY:OTHERS (MIDAM) 645 1. ... FL = 644..3. E .. 214 LF 18" RCP PIPE P-0 _ 0 1.01% (P-04) J 640 .- 4 ' 640 18" TARGET, INS(ALL PIPE UPPOR S 6 MIN. CLEARANCE SEE B-SHEETS STRUCTURE S-05, DR-201 SEE OW-SHEETS ' 18" FLARED END SECTION 635 21" SANITARP STA. 107+44.33, 133.38' RT - FL ELEV. - 634-96 635 24' FORCE AIN FL = 638.9: 630 630 o O --. (ND ^ (' CV CO C) O O O' N. CI CI Cr • (D ' O (' O' .- D' O O' O' OO n cis C) CD In In CD V" CD (0 CD C' (D Ni- CD CD CO (O (O CO CO CO CD (O CO (0 (O (0 (0 CO (D (O co 400+00 +25 +50 +75 401+00 +25 +50 +75 PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A.MO FOt RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/16/2018 5:48:44 PM DRAWN BY: L.MOORE 9Foth ORE M.03 CAD FILE: c:\pr_vorkdlr\pv_Ie\Inm\d0116427\00171001.00_M03.SHT.dgn - CITY OF IOWA CITY,IOWA STORM SEWER PLAN&PROFILE TRAFFIC SIGNAL GENERAL NOTES SIGNAL LEGEND • TRAFFIC SIGNAL QUANTITIES 1. ALL QUANTITIES SHOWN IN THE TRAFFIC SIGNAL PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL • RIVERSIDE DRIVE & MYRTLE AVENUE AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM TRAFFIC SIGNALIZATION BID ITEM SYMBOL/LABEL DESCRIPTION SHALL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIAL NECESSARY TO PROVIDE A COMPLETE AND PROJECT FUNCTIONAL TRAFFIC SIGNAL INSTALLATION IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. ITEM DESCRIPTION QUANTITY UNIT 2. PROVIDE TRAFFIC CONTROL DEVICES AS REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS �i POWER SOURCE !//� AND INTERCONNECT IN ACCORDANCE WITH THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 1 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, 20' 1 EA FOR STREETS AND HIGHWAYS. AS ADOPTED PER THE DEPARTMENT PER 761 OF THE IOWA ADMINISTRATIVE CODE ([AC), CHAPTER 130. © CABINET AND CONTROLLER 2 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, 40' 1 EA 44 w 3 COMBINATION MAST ARM SIGNAL AND LIGHTING POLE, 45' 1 EA 3. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALLpt 641// lI NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING ANY EXCAVATION ON THE PROJECT TO ESTABLISH ram, v ® O TRAFFIC SIGNAL POLE,FOOTING SYMBOL.AND IDENTIFYIN t RB LOCATIONS. 4 PUSHBUTTON PEDESTAL POLE 4 EA 4. THE LOCATIONS OF ALL HANDHOLES ARE APPROXIMATE ONLY AND ARE SUBJECT TO ADJUSTMENT IN THE /� 5 PEDESTAL POLE 1 EA FIELD BY THE ENGINEER. ® O PEDESTAL POLE.FOOTING SYMBOL.AND IDENTIFY ), /�fr�: 5. INSTALL PEDESTRIAN PUSHBUTTON SIGNS 9" X 15" (R10-3E) ABOVE EACH PEDESTRIAN PUSHBUTTON. MEW-WV // 6 SIGNAL FACE, 3-SECTION HEAD WITH TUNNEL VISORS, 12" LED WITH 6 EA 6. PEDESTRIAN PUSHBUTTONS SHALL BE APS POLARA EZ COMMUNICATOR NAV. 2. O WOODEN SIGNAL POLE AND IDENTIFYING NUMBER 0 BACKPLATE (RED, YELLOW, GREEN) 7. INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE POLE. A 5-CONDUCTOR F CABLE SHALL BE USED IN THE POLES FOR 3-SECTION VEHICLE SIGNAL HEADS AND PEDESTRIAN SIGNAL ��//77.. / 7HEADS. A 7-CONDUCTOR CABLE SHALL BE USED IN THE POLES FOR A 4-SECTION AND 5-SECTION -41111. 21 TRAFFIC SIGNAL HEAD WITH BACKPLATE SYMBOL AND IOENTIFY • �R SIGNAL FACE, 4-SECTION HEAD WITH TUNNEL VISORS, 12" LED WITH I EA VEHICLE HEADS. ALL SIGNAL CABLE SHALL BE #14 AWG UNLESS OTHERWISE NOTED ON THE PLANS. BACKPLATE (RED ARROW. YELLOW ARROW, FY ARROW, GREEN ARROW) 8. INSTALL A #6 A.W.G. BARE COPPER GROUND WIRE BETWEEN THE GROUND RODS IN THE SIGNAL FOOTINGS ♦ 41 TRAFFIC SIGNAL HEAD SYMBOL AND IDENTIFYING NUMBER � ! 8 SIGNAL FACE, 2-SECTION HAND-WALKING PERSON, SIDE OF POLE MOUNT 6 EA AND THE CONTROLLER CABINET TO FORM A CONTINUOUSLY GROUNDED SYSTEM. THE GROUND WIRE SHALL O BE INSTALLED IN ALL CONDUITS WITH THE EXCEPTION OF THE 1 INCH CONDUIT BETWEEN THE DETECTOR (LED PEDESTRIAN COUNTDOWN) LOOPS AND THE HANDHOLE, AND ANY CONDUIT CONTAINING ONLY DETECTOR LEAD-IN CABLE. 61 PEDESTRIAN HEAD SYMBOL AND IDENTIFYING NUMBER 9 3" HOPE CONDUIT 250 LF 9. ALL CONDUIT SHALL BE HOPE SOR 11. 10. THE CONTRACTOR SHALL USE CARE WHEN WRAPPING SIGNAL CABLE SLACK ON HANDHOLE HOOKS SO AS TO 10 2" HDPE CONDUIT 185 LF NOT WRAP THE CABLE SO TIGHTLY THAT CITY PERSONNEL CAN NOT REMOVE THE CABLE FROM THE ®p PEDESTRIAN PUSHBUTTON IDENTIFYING NUMBER 11 qc #14 PB LEAD-IN CABLE 1085 LF HOOKS WITHOUT UNWRAPPING THE CABLE. 11. ROADWAY GEOMETRICS REPRESENT EXISTING AND PROPOSED FEATURES ON RIVERSIDE DR. AND MYRTLE 12 5c #14 TRAFFIC SIGNAL CABLE 455 LF AVE. H I MAST ARM MOUNTED SIGN SYMBOL AND IDENTIFYING NUMBER 13 7c #t4 TRAFFIC SIGNAL CABLE 120 LF 12. PROVIDE 48 HOURS NOTICE TO THE CITY OF IOWA CITY BEFORE PLACING PERMANENT TRAFFIC SIGNALS INTO OPERATION. iiii1 VIDEO DETECTION CAMERA 14 16c #14 TRAFFIC SIGNAL CABLE 400 LF 13. INSTALL ONE (1) PULL TAPE AND TRACER WIRE IN EACH CONDUIT PER SPECIFICATIONS. THE PULL TAPE 15 lc #6 BARE GROUNDING WIRE 1,825 LF TERMINATES IN THE CABINET. SEE SUPPLEMENTAL SPECIFICATIONS FOR DETAILS. Gal PAN TILT ZOOM CAMERA 14. THE CONTROLLER ADDRESSES WILL BE PROVIDED BY THE CITY PRIOR TO SIGNAL TURN-ON. 16 lc #3 POWER CABLE (SERVICE) [ESTIMATED] 150 LF 15. SECONDARY SERVICE LOCATION IS TO BE DETERMINED BY POWER SERVICE PROVIDER. CONTRACTOR IS RESPONSIBLE FOR COORDINATING POWER SERVICE LOCATIONS WITH POWER SERVICE PROVIDER PRIOR TO 17 lc #10 TRACER WIRE 645 LF MICROWAVE DETECTOR CONDUIT/CIRCUIT INSTALLATION. POWER CABLE QUANTITY IS ESTIMATED AND FINAL QUANTITIY USED 18 lc #10 POWER CABLE (STREET LIGHT) 480 LF SHOULD BE DETERMINED BY CONTRACTOR. 16. THE CONTRACTOR IS RESPONSIBLE FOR PLACING A BAG OVER THE SIGNAL HEADS WHILE MYRTLE AVENUE 19 OUTDOOR, UV RESISTANT CATSE SHIELDED BULK CABLE (VIDEO 530 LF IS CLOSED AND UNTIL THE SIGNALS ARE PROGRAMMED AND BEING UTILIZED FOR TRAFFIC CONTROL. 4,44110 EMERGENCY VEHICLE PREEMPTION DETECTION - MOBOTREX) 17. UNLESS OTHERWISE DIRECTED, TRAFFIC SIGNAL HEADS ON MAST ARMS SHALL BE ALIGNED OVER THE CENTER OF INTERSECTION APPROACH LANES. APPROXIMATE TRAFFIC SIGNAL HEAD LOCATIONS ON MAST 20 OUTDOOR, UV RESISTANT CAT5E PTZ CABLE (PTZ CAMERA - MOBOTREX) 75 LF ARM ARE SHOWN ON POLE DETAIL SHEET. CONTRACTOR SHALL COORDINATE WITH CITY PROJECT LUMINAIRE 21 PULL TAPE 645 LF ENGINEER TO DETERMINE PLACEMENT IN FIELD. 18. SIGNAL WIRING SHALL ONLY BE SPLICED IN POLE BASES OR SIGNAL CABINETS. USE SILICONE-FILLED 22 PEDESTRIAN SIGNAL PUSH BUTTON - APS 6 EA WIRE NUTS FOR ALL SIGNAL WIRE CONNECTIONS. 19. ALL SIGNS SHOWN ON "N" SHEETS WILL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE DETECTOR LOOP SYMBOL AND IDENTIFYING NUMBER 23 HANDHOLE, TYPE II, 17"X30" OUAZITE 3 EA CONTRACTOR SHALL SUPPLY AND INSTALL THE NECESSARY UNIVERSALLY ADJUSTABLE MAST ARM SIGN 24 HANDHOLE, TYPE IV, 30"X48" TUB 3 EA BRACKETS. _ _ _ 25 TYPE L 1 6 EA 20. LOCATION OF THE CONDUIT SYSTEMS AND HANOHOLES ON THE PLANS BY THE ENGINEER HAS BEEN 42 I VIDEO DETECTION AREA SYMBOL AND IDENTIFYING NUMBER PREFORMED WITHOUT FULL CONSIDERATION OF EXISTING GROUND UTILITIES. IT SHALL BE THE - - _ - 26 TYPE Y-2 4 EA CONTRACTOR'S RESPONSIBILITY TO DETERMINE ANY CONFLICTS WITH UTILITIES AT SITES IN THE FIELD 27 TRAFFIC SIGN: R10-3E, INSTALL ONLY 6 EA PRIOR TOTI INITIATION OFNE CONSTRUCTIONUPN AT THAT A. THE CONTRACTOR IS RESPONSIBLE FOR ED E 17'■30'HANOHOLE (TYPE ID SYMBOL AND IDENTIFYING NUMBER CONTACTING THE ENGINEER UPON DETERMINATION OF ANY UTILITY CONFLICT. 28 TRAFFIC SIGN: R10-12 MODIFIED 30" X 36" LEFT TURN YIELD ON 1 EA 21. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL NEW CONDUITS UNTIL PROJECT ACCEPTANCE. FLASHING YELLOW, INSTALL ONLY 22. THE MINIMUM BENDING RADIUS OF THE CONDUIT SYSTEM SHALL BE THE LARGER OF THE MANUFACTURER'S Iri n 30'x48"TUB'HANDHOLE (TYPE IV)SYMBOL AND IDENTIFYING NUMBER RECOMMENDATIONS OR NATIONAL ELECTRICAL CODE (NEC) REQUIREMENTS. ' I 29 TRAFFIC SIGN: R3-5L 30" X 36", INSTALL ONLY 1 EA 23. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED IN ACCORDANCE WITH THE MOST RECENT ITE SPECIFICATIONS. ALL PEDESTRIAN INDICATIONS SHALL INCLUDE COUNTDOWN TIMER FEATURE. ALL - - - - - SIGNAL CONDUIT 30 TRAFFIC SIGN: R10-15 30" X 30" TURNING TRAFFIC MUST YIELD TO 2 EA MODULES SHALL HAVE A 15 YEAR WARRANTY. INTERCONNECT CONDUIT PEDESTRIANS, INSTALL ONLY 24. ALL OVERHEAD-MOUNTED TRAFFIC SIGNAL HEADS SHALL BE FURNISHED WITH BACKPLATES. TRAFFIC SIGNAL HEAD COLOR SHALL HAVE BLACK FACES. VISORS, BODIES AND BACKPLATES AND SHALL BE 31 CONCRETE FOOTING: PEDESTAL/PUSHBUTTON POLE 5 EA CONSTRUCTED OF POLYCARBONATE. 32 CONCRETE FOOTING: 36" DIA. x 12' DEPTH 1 EA 25. LUMINAIRES SHALL BE LEOTEK MODEL WITH LED FIXTURES. 26. THE TRAFFIC SIGNAL CONTROLLER SHALL BE ORIENTED WITH THE BACK OF THE CABINET TOWARD THE 33 CONCRETE FOOTING: 36" DIA. x 14' DEPTH 2 EA INTERSECTION SUCH THAT THE SIGNAL HEADS CAN BE VIEWED WHILE FACING THE CONTROLLERS UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER. 34 CONCRETE FOOTING: CABINET FOOTING I EA 27. THE CONTRACTOR HAS THE OPTION TO BORE OR TRENCH CONDUIT; HOWEVER, CONDUIT SHALL BE BORED 35 CABINET, CONTROLLER, AND ACCESSORIES 1 EA UNDER PAVEMENT ALREADY PLACED. PAVEMENT SHALL NOT BE DISTURBED BY CONSTRUCTION. 36 ALPHA TECHNOLOGIES BATTERY BACKUP, CABINET & ACCESSORIES 1 EA 28. THE CONTRACTOR SHALL NOT REMOVE ANY CITY OF IOWA CITY TRAFFIC SIGNS. IF SIGNS MUST BE REMOVED FOR CONSTRUCTION, THEY WILL BE REMOVED AND REPLACED, UPON 5 DAY NOTIFICATION FROM 37 ALPHA FXM 1100 POWER SUPPLY 1 EA THE CONTRACTOR, BY PERSONNEL FROM THE CITY OF IOWA CITY. 38 AXIS 06055 E PTZ DOME NETWORK CAMERA 1 EA 29. TRAFFIC SIGNAL CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2017 URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS DIVISION 8 AND THE CITY OF IOWA CITY 39 STREET NAME SIGN INSTALLATION 3 EA SUPPLEMENT SPECIFICATIONS EXCEPT AS MODIFIED BY THE PLANS AND SPECIFICATIONS. 30. SIGNAL, LIGHTING. AND INTERCONNECT CONDUIT SHALL BE PLACED IN THE SAME TRENCH WHERE 40 LUMINAIRE, LEOTEK MODEL WITH LED FIXTURES 3 EA APPLICABLE, AS INDICATED ON THE PLANS. 41 VIDEO DETECTION SYSTEM ITERIS VANTAGE NEXT 1 LS 31. TRAFFIC SIGNAL POLES, MAST ARMS AND PEDSTAL POLES SHALL BE UNPAINTED, GALVANIZED STEEL. 32. NOTIFY THE CITY OF IOWA CITY AND THE PROJECT ENGINEER 48 HOURS IN ADVANCE OF PLACING THE 42 1-2" HDPE SOR11 INTERCONNECT CONDUIT 205 LF PROPOSED TRAFFIC SIGNAL IN TO OPERATION AND OF ANY HOLIDAY OR WEEKEND WORK TO BE SCHEDULED. 43 2-2" HDPE SOR11 INTERCONNECT CONDUIT 165 LF 33. IDENTIFY AND LABEL STREET LIGHT WIRING IN POLE BASES. 44 lc #10 TRACER WIRE FOR INTERCONNECT 225 LF 34. CONTRACTOR TO TERMINATE ALL SPARE SIGNAL CONDUCTORS TO THE GROUND BUSS BAR. 35. ALL WORK SHALL INCLUDE RESTORATION OF ANY DISTURBED AREAS TO PRE-CONSTRUCTION CONDITIONS Iherebycertifythatthisengineeringdocumentwaspreparedbymeorunder (OR BETTER) AS DIRECTED BY THE ENGINEER. my direct personal supervision and that I am a duly licensed Professional 36. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY EXISTING CONDUIT, CONDUCTORS. OR EngineerunderthelawsoftheStateoflowa. OTHER FACILITIES DAMAGED DURING CONSTRUCTION. ALL EXISTING INFRASTRUCTURE REMOVED OR �FESS/p DAMAGED BY THE CONTRACTOR SHALL BE REPLACED IN KIND BY THE CONTRACTOR WITH NO ADDITIONAL Q- COMPENSATION. Q �� 1t-i,LN,s( ',-'C1•r.kit,, 37. TRAFFIC SIGNAL DETECTION SHALL BE VIDEO DETECTION. ALL MATERIALS NECESSARY TO INSTALL A tub F FULLY FUNCTIONAL VIDEO DETECTION SYSTEM INCLUDING CAMERAS, CAMERA RISERS, BRACKETS, CABINET Z GENEVIEVE S GENEVIEVESCHNELL DATE ACCESSORIES. AND HARDWARE SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. THE w SCHNELL Z License Number. 24059 CONTRACTOR SHALL VERIFY THE VIDEO DETECTION SYSTEM DESIGN AND EQUIPMENT WITH THE EQUIPMENT U 24059 m My license renewal date is DECEMBER 31,2078. SUPPLIER PRIOR TO ORDERING EQUIPMENT. ) 4i, Pagesorsheetscoveredbythisseal: 38. VIDEO DETECTION CAMERAS ARE TO BE INSTALLED ON 10' RISERS MOUNTED TO THE TRAFFIC SIGNAL N SHEETS MAST ARMS. THE STOP BAR DETECTION CAMERAS WILL ALSO BE USED FOR DILEMMA ZONE DETECTION. * /C VVA 4 39. RUNS FOR VIDEO CAMERA POWER AND COAXIAL CABLE SHALL BE CONTINUOUS WITHOUT SPLICES FROM THE VIDEO CAMERA TO CONTROLLER. 40. CONTRACTOR TO CONFIRM PTZ CAMERA MODEL WITH CITY PRIOR TO ORDERING AND INSTALLING. PROJECT NO: 17[001.00 DESIGNED BY:E.SCHNELL NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE:4/17/2018 2017-11-06 CHECKEDW BY: M.LONG 'N. IOtll RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 11:40:23 AM DRAWN BY: J.EIFFLER _ ✓ N.01 CAD FILE: cApv_varkdlr\pv_le\Inm\d0116427\00171001.00_N.01.SHT.dgn CITY OF IOWA CITY,IOWA TRAFFIC SIGNAL SHEETS 11 SEE SHEET N.05 FOR 1 1 r ADVANCED DETECTION a, PEDESTRIAN PUSHBUTTON III I I I 1 TRAFFIC SIGNAISL f 4 p , TRAFFIC SIGNAL FACES AND SIGNAL FACE MOUNTING I 11 1 ' I I 1 .0111111 ALL INDICATIONS SHALL BE LED n I II I I I I {Q -O /lYJ • 12' 01�'rj, /© ~ From I I \ ,,.1.I (LEFT TURN WI TURNING R i71� 13 Ir I I 1 _ - - - - -k _— — — — YIELD p TRAFFIC al 1 - I- I _ _ _ _ _ _ _ _ { 3N FLASHINC / �(j U12' t + 1 L J 1 , 0 '1 ® YELLOW a'°/IY ® 13 I v Q I I 1 ���i==—'1 85 ARROW •. PEDESTRIANS 12 —• ~� ' 8 VP^1 R10 12 R3 5L ©�A RIB 15 12 NO. 23,24, ,Q _ _ _ -��% \ I s 1 I '� I MODIFIED 30'X36' 4 30'X30' L Y ® 83,84,85,86 r1" 03 \' \ I ` 'O M, it Alo-yr � \ © INST� PTZ CAMERA (1-REO'D) (1-REO'D) (2 REO'D) (6 REO'D) 1 (), • .. ► (CITY SUPPLIED) 12 NO. 21,22, 1 r �� I ai 1 - G 61,62,81,82 �0. 1 I tL2V6 '71!!'iliiligi. 1(6 REO'D) - I11 liI �— t 1 '24 ' I ' ' • I • PEDESTRIAN NO. 11 1 ' , 1 •.r al PUSHBUTTON SIGNS (1 REO'D) II I O C /ll • ' • 'fli • ' • 1 •••••••••• , \i �9 �_ 9•� 1' 7 iT?a .t• I START CROSSING START CROSSING THE ADVANCED VIDEO DETECTIONS SYSTEM SHALL PROVIDE 21 `l I v'P .•••• 1 Wald For ® Watch For 1 •• I ' VeNdes Vehicles ADVANCED DETECTION AT 163'FROM THE STOP BAR ON S , J •.••• 1 DONTsrARr �" DDNTsrAR RIVERSIIDE-DRIVE. - - - ` T 1 1 .• - l�r • / \ Finish Grassi); '1>*I Fnish Cross• I J ..1 I• 1/ ffs 15. asmem 15. R/W T./.1/0• / I , 1 L — — - IA TIME REMAINING 0B TIME REMAINING —- - - — - - — — — — — — ,10 )2 W 0 II W 1 To FHA Cros.g ToF.ahCrossns O—P IA7 — — • �j , �i \ 1 I ® DONT CROSS DONT CROSS _ — —• \ \ 1 ( TO CROSS TO CROSS — —rrFO(B�FO(BJ= _ _ _ _ _ _ _ _ _ _ — =Fl(BT—�0(6)_ _ _ — — e 1 1 G(B) — ❑ SIGN - • f9 m O • 4,--- PUSH UTTON r Pus r _�II - - — - — - — - — - — - — - — G(8) ` 1 R10 3e 1 R10-3e 1 I I _,; - (3-REO'D) (3-REO'D) San.(I.)___ - - — —I-I - -San.(C) - - O' fir". 1 (CITY SUPPLIED) 502+00 I81 0 m i ITEM STATION,OFFSET II L — — — — LL • I �b3+100 MYRTLE AVE. �Q'•J _ / CONTROLLERS \ a 1I1 I� - 3RIVERSIDE DRIVE 107+26,5,41.2'RT I \, 1\I I O WV ~ I �' 1 1 POLES I „ ►r t, I 1 107+36.5,53.6'LT - — L — — B2— -r �• \. �� 11I 1 1I I •l ` F 2 107+50.3,43.4'LT - - • - — — — - — - = r�col — - — - — - __ _ _ - 1 3 107+46.2,40.4'RT T OR Ow4O1 I q I W VII I ' 4 107+58.0,33.8'RT /ilIlLi 1 ❑ SIGN $ ig 16'.'-- I\ _ 5•ul-I `I �� 5 106+89.4,40.4'RT 11( 4 I',,: I I 0—WV - It St / I I ' 6 106+55.4,31.6'RT �� - 7 106+54.2,43.7'LT O T VP �' \ �!�' 21 I 113)4 .11111•0 8 106+69.9,45.3'LT °' nGW • \ •Wit.- I � j109 106+53.3,38.5'RT O TVP ❑ SIGN ❑ SIGN R/W : _ -� .�—e1 ,,, N251O ,41�� HANDHOLES CASTING • :__. , 1r I Q._. 1 2 TRAFFICSlGNAL 107+32.1,56.1'LT L _L ��--.1� M V 1 I I ,� \ 3 TRAFFIC SIGNAL 107+37.5,30.4'RT 41. i STREET NAME SIGNS �,�G�.•��O A I AST , I I \ I 4 TRAFFIC SIGNAL 106+73.0,31.3'RT I I 5 TRAFFIC SIGNAL 106+62.8,44.4'LT O I O its O 1' 1 \ I a I 'N I IC1 INTERCONNECT 107+21.9,61.1'LT MYRTLE AVE J RIVERSIDE DR \•� '`' , \ II \ 1; 1 II Ice INTERCONNECT 106+a1.6,49.5'LT �'� I I (2 REO D) (1-RE0'D) C2 n `I `,,, I I II --3 1� J I GREEN BACKGROUND GREEN BACKGROUND ♦ 1 \ I I1 II- 1 1 I W/WHITE LETTERS W/WHITE LETTERS • 4 z• I INTENTION OF SIGN DETAIL ONLY TO SHOW SIGN WORDING AND • I, I II I II I I ♦ N SIGN BLANK GENERAL DIMENSIONS. STREET NAME SIGNS SHALL � I II l\--- I II BE SUPPLIED AND INSTALLED BY THE TRAFFIC SIGNAL •• 11 ♦d I II I I \'/ CONTRACTOR. STREET NAME SIGNS SHALL CONFORM WITH THE 2009 MUTCD WITH THE FOLLOWING CITY STANDARDS • I I INCORPORATED: • I I I II I CL 1)HWYC OR HWY-C FONT • I, 1 I I 0 10 2)SIGNHEIGHT SHALL BE B INC INS ♦ II I II I I F, 3)LETTERINGUSIZE SHALL BE ID-INCHES FOR ALL TEXT • I SEE SHEET CV.04 FOR 111—��1 4)BLOCK NUMBERS SHALL BE 5-INCH SIZE AND LOCATED •IN THE UPPER RIGHT CORNER II II ADVANCED DETECTION PROJECT NO: , 007 1 DESIGNEDCKEDA, E.SCHNELLLONG NO GATE BY REVISION DESCRIPTION Foth SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: M.LONG CAD DATE: 4/17/2018 11:40:35 AM DRAWN BY: J.EIFFLER 9 RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE N.02 CAD FILE: c:\pr_vorkdrr\pw_,e\Inm\d0116427\00171001.00_N.02.SHT.dgn CITY OF IOWA CITY,IOWA TRAFFIC SIGNAL SHEETS LEGEND SIG SIGNAL AND PEDESTRIAN HEAD CABLE r Pei! PED PB PEDESTRIAN PUSHBUTTON CABLE 1 1 1 I CNTRL SIGNAL CONTROLLER POWER CABLE SILT STREET LIGHT POWER CABLE 1 1 1 1 4I 6'0 BCP FLASHING BEACON POWER CABLE 1 is--) 1 �/�/A� N NEUTRAL 1 N 1 / LN1 POWER - LINE 1 1 1 04 LN2 POWER - LINE 2 TR TRACER WIRE lc'0 1 1GR GROUND WIRE le% 1 1 1-19' OF 2" I ... ,�Ir CZ y:0/ PR PULL ROPE 11 1 L J PR/GR c /TR ED PB) 4 ��(f� ir Y2 NON-FUSED WYOENECTOR FOR CONNECTOR FOREET STREETHTING LIGHTING L J �I de -LI �/I./;fS) � LI FUSED IN-LINE CONNECTOR FOR STREET LIGHTING 86 A 4:1) V P}' L2 NON-FUSED IN-LINE CONNECTOR FOR STREET LIGHTING O J O LOOP LOOP DETECTOR WIRE IN TUBING.lc"I4 '� 3 DET SHIELDED LOOP DETECTOR LEAD-IN WIRE,2cs14 © . 0' , FO FIBER OPTIC CABLE SM SINGLE MODE FIBER OPTIC CABLE ro 1 85' OF 3" HDPE 62 �1-10' OF 2" HDPE MM MULTIMODE FIBER OPTIC CABLE N63I O I-16c (SIG) EVP EMERGENCY VEHICLE PREEMPTION - ' F " H PE1-16c (S1G) - 2-Ic #10 (STLT) PI PREEMPT INDICATION LIGHT CABLE 1-7c 1 7c (SIG) 61 - 3 1 CAT5e (VIDEO) 1-9c (PED PB) 4-9c (PED PB) iPTZ CABLES PAN TILT ZOOM VIDEO CAMERA CABLES PR/GR/TR 2lc #lO (STLT) i •• '� 1-CAT5e (PTZ) 1-CAT5e (VIDEO) - •••.••• PR/GR/TR 1-5' OF 2" HDPE • PR/GR/TR • i . . �. I-9c (FED PB) 1 . i •.• PR/GR/TR \ 01 . ' i -12' OF 3" HDPE 21(___ - ••,••.••.�.•� I 6-9ccFED1c #10 PB) (SILT) e VIDEO) •.•• ••••••• PR/GR5TR(PTZ) I 1 CAT5e (PTZ) IC1 .\r• \1-102' OF 2" HDPE SD*11 n INTERCONNECT I 1-63' OF 3" HOPE • \ PR/GR/TR ,/1-16c (SIG) • 1-68' OF 3" HDPE 1-9c (FED PB) • 1-16c (SIG) I 2-1c #10 (SILT) • ,�2-9c (PED PB) 1-CAT5e (VIDEO) 2-80' OF 2" HDPE SDR11-: 2-lc #10 (STLT) C I PR/ /TR INTERCONNECT • 1-CAT5e (VIDEO) + 5 PR/GR/TR * A PR/GR/TR r- - - - - i7 m �07 I n • ' 502+00 L 81 1, �\ 503+00 MYRTLE AVE. 3 81 ' I I I I I I • o Iv851' o ' ! 0 `I ` -17' OF 2" HIP CV! O 82 • 1 c 4 s ■ E L �• \� 2-1c #10 (SILT) , • 1-CAT5e (VIDEO) • ` PR/GR/TR I\ • • 1-17' OF 2" HDPE/ • I-9c (PED PB) I .\ • ` O PR/GR/TR 1-7' OF 2" HDPE • ` �i O�� 1-9c (FED PB) •-+ 21 I-1T OF 2" HDPE 22 I-7c (SIG) PR/GR/TR : ■© 2 L1 E (V25J O r r 02 83 19c (PED PB) OPR/GR/TR 1-7' OF 2" HOPE* O O 1 1 1 1 1-16c (SIG) •I ;�' ....to 1-9c (FED PB) • 2-Ic #10 (SILT) S O 11 11 11 11 N 1 1-CAT5e (VIDEO) • 1 1 1 PR/GR/TR • 01 0 • 1 1 1 . 1 1 tcz 1 IL J L --3NOTE: EXTENSION OF 1 r N FUTURE INTERCONNECT CONDUIT IS PART OF A AIlk FUTURE PROJECT TO BE — COMPLETED BY OTHERS. Pir 0 I0 FEE T PROJECT NO: ,171001.00 DESIGNEDY, E.SCHNELLN NO DATE BY REVISION DESCRIPTION FOt SHEET NO. PROJECT DATE:4/17/2018 -06 CHECKEDW BY: J.EIFFLER DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE G CAD DATE: ,\pw 1no\dD6 AM64 DRAWN BY: J.EIFFLER N.03 CAD FILE: c:\pv_vorkdlr\pv_le\Inm\dOI16427\OO17100L00_N.03.SHT.dgn _ v CITY OF IOWA CITY,IOWA SIGNAL WIRING DIAGRAM 4'L 0 o Z ? Pit 6'D o ?OIS4pR ,7 P F C/T 'if ,'DI to YCLE C/ tr , f• ta r 1 0 co O i al 0— — — T(B) — ,70 — T(B) — 0 Z —J 104+00 RIVERSID ` �� 106+00 F NIIIIIIMI&NIIIIIIMIN—San.(C)— — —� — — — — — San.(C)— — — — — — — — — — — — — — —San.(C) — — — — — — — — — 7f/— — — — — San.(C) — — — — --®— — — San.(C)— — — — — — — — — — — — — — I 63 � 1 \ START OF ADVANCE DETECTIO I 64 I 1A ZONE IS 163' FROM STOP BAR +- 8 8 0 \ ` I1g ill cr I I II 1111111111 0 10 FEET PROJECT NO: , 007 1 DESIGNEDKEDY, E.SCHNELLLONG c NO DATE BY REVISION DESCRIPTION F°t h SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: M.LONG CAD DATE: 4/17/2018 11:40:58 AM DRAWN BY: J.EIFFLER ` RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE N.04 CAD FILE: r.\pv-vorkdir\pv-te\Inm\d0116427\0017I001.00-N.04.SHT.dgn v CITY OF IOWA CITY,IOWA ADVANCED DETECTION LAYOUT 0 ic74. 0 OR 110 Pi'f . lC�±�fr►'C�CityF , �i- 0f pp _ 0, _ w.,#___ _ - - -, o - - - - - - w(B) - - - - - - - - IHIT - - ____ , ,c) _ _ _ _ _ _ _ 24 L I _ _ START OF ADVANCE DETECTION ...-..—.-._. ZONE IS 163' FROM STOP BAR L23 J - - - - - - - - - - -San.(( 108+00 109+00 — _ _ _ _san.(C)- f1o00 I - —car,(C)— — — f — — — — — 1 — — — — —San.(C) — — — — — — — _ _ — - a . — —Sn(C) — RIVERSIDE DR. ///, I 4G) � � ® i 0 J , J — — — — — E(B) — — — — — - — — — — — E(B) `� Z to - E(B) 0 m -- I i j� 0 IO \r -- i FiEli i PROJECT NO: 171001.00 DESIGNED BY:E.SCHNELL NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE:4/17/2018 2017-11-06 CHECKED BY: M.LONGEIFF - F°'t � RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 1I:41:09 AM ORAMN BY: J.EIFFLER N.05 CAD FILE: c:\pv_vorkdlr\pv-1e\Inm\d0116427\0017IOOI.00_N.05.SHT.dgn v CITY OF IOWA CITY,IOWA ADVANCED DETECTION LAYOUT DETECTOR SUMMARY TRAFFIC SIGNAL POLE DATA z -- 0 TRAFFIC SIGNAL ® TRAFFIC SIGNS ® FOOTING 0 0 u MAST ARM LENGTH 1 HEADS ON ARM ON ARM LUMINARE ARM DIMEIsSIONS H- w w POLE POLE TOTAL cn OR LOCATION LOCATION MOUNTING MISCELLANEOUS m w w w NO. TYPE PEDESTAL HEIGHT ON ARM ON ARM SPREAD HEIGHT ORIENTATION EREE ) (FT.) T) F DEPTH QUANTITY DETECTOR x a x f (FT.) QTY. (FT.) OTY. (FT.) QTY. (FT.) (FT.) NUMBER w u w � COMMENTS a w w r PEDESTAL Elb - - o a a 2.6 POLE 15' - 2.0' 3' 2 0_ 0_ a o COMBINATION 'cifgg 22.0',33.0' 2 14.0' 1 15' 30' 0 3. � 11Y0' 1 3 SIGNAL/LIGHTING 45' 3 44.0' 38.0' p� �:�, 1 12 1 1,6 5 COMBINATION 20' 2 3.5' 2 11.0' 1 15' 30' 0 ©3�'j', 12.0' 21.22 2 2 SIGNAL/LIGHTING 15.5' 17.0' ! 23,24 2 2 ADVANCED DETECTION 7 COMBINATION 40' 2 16.5' 3 9.0�103;0' 1 15' 30' 0 / �,,/ rl� 1 201,202 X 2 2 SIGNAL/LIGHTING 27.5' I /n� PUSHBUTTON V 61,62 6 6 1,4,8 POST 5.5' - - - - - - - - 2.0' 3.0' 3 63,64 6 6 ADVANCED DETECTION 81 8 8 QAND© LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUTWARD TO END OF ARM. 82 8 8 5 801.802 X 8 8 ®ORIENTATION OF LUMINARE ARM REPRESENTS A CLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. - 803.804 X 8 8 PROPOSED PHASE SEQUENCE CHART SUGGESTED INITIAL TIMINGS (SECONDS) RIVERSIDE DRIVE AND MYRTLE AVENUE LEGEND RIVERSIDE DRIVE AND I C. - ACTUATED VEHICULAR MOVEMENT MYRTLE AVENUE $2 -C> NON-ACTUATED VEHICULAR MOVEMENT PHASE 1 2 3 4 5 6 7 8 N - MINIMUM GREEN 5.0 8.0 8.0 8.0 /�\ f -► PARTIALLY RESTRICTED VEHICULAR MOVEMENT PASSAGE 3.0 3.0 3.0 3.0 \l/ - ACTUATED PEDESTRIAN MOVEMENT MAXIMUM I 10.0 28.0 38.0 22.0 i 1-t - -B NON ACTUATED PEDESTRIAN MOVEMENT MAXIMUM II 10.0 51.0 61.0 22.0 $1+$6 $6 -2, R/W RIGHT OF WAY INTERVAL YELLOW CHANGE 4.0 4.0 4.0 4.0 I I d , $ TRAFFIC PHASE RED CLEARANCE 1.0 2.0 2.0 2.0 �1+�6 $246 f8 R CIRCULAR RED WALK 7.0 7.0 Y CIRCULAR YELLOW PEDESTRIAN CLEARANCE 12.0 15.0 APPROACH SIGNAL HEAD NO. CLEAR TO. CLEAR TO @ CLEAR TO G CIRCULAR GREEN ADDED INITIAL TIME TO REDUCE 2+6 A$ ¢ 8 A$ cc l+6 2+6 A. A$ S GREEN STRAIGHT AHEAD ARROW TIME BEFORE REDUCTION NORTHBOUND 11 G A- A'- .1-Y 4Y- tip 0- 41- 0- 0- YELLOW LEFT ARROW MINIMUM GAP 41--Y FLASHING YELLOW LEFT ARROW OFFSET MAXIMUM I:48 SEC:OFFSET MAXIMUM II:39 SEC 61.62 G G Y G Y Y RRRRR 416- GREEN LEFT ARROW RIVERSIDE YELLOW RIGHT ARROW PROPOSED FLOW DIAGRAM DRIVE 6> GREEN RIGHT ARROW RIVERSIDE DRIVE AND MYRTLE AVENUE w WALK SOUTHBOUND 21.22 R R R G Y Y RRRRR DW DON'T WALK Q > Q D Q I 23.24 OW OW DW W DW OW DW OW OW FDW FLASHING DON'T WALK A4) ALL OTHER PHASES -Ci-� ��1+�6 $2-{-46 � to8 RIDRRSIDE DRIVE PR1 PREEMPT *1 EASTBOUND 81.82 R R R R R R R G YYY Y �_ 83.84 OW DW OW OW DW DW DW W FDW/OW PROPOSED SIGNAL HEAD LOCATIONS INDICATES FLOW PATH WITH ALL PHASES DEMANDED MYRTLE RIVERSIDE DRIVE AND MYRTLE AVENUE INDICATES OPTIONAL FLOW PATHS WHEN SOME PHASES AVENUE 85,86 DW OW OW DW DW OW DW W FDW/OW ARE NOT DEMANDED AT THE SAME TIME OF RIGHT-OF-WAY TRANSFER 0 RIVERSIDE DRIVE AND MYRTLE AVENUE L 9 3 PHASE SEQUENCE NOT ALLOWED _ 17 V FROM TO $2+06 $1+46 - C) DUAL ENTRY PHASES N $2+46 ��- CONTROLLER/BACK PANEL DATA FLASHING OPERATION O PHASES USED 8 RIVERSIDE DRIVE RED Q EXPANSIBLE TO: 8 MYRTLE AVENUE RED =► MINIMUM QUANTITY OF 16 PEDESTRIAN DARK ®--J BACK PANEL POSITIONS: PROJECT NO: 171001.00 DESIGNED BY:E.SCHNELL NO DATE BY REVISION DESCRIPTION SHEET ND. PROJECT DATE: 2017-I1-06 CHECKED BY: M.LONG a Fotli RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/17/2018 11:41:21 AM DRAWN BY: J.EIFFLER N.06 CAO FILE: c:\pw_workd:r\pw_Ie\Inm\80116427\00171001.00_N.06.SHT.sht CITY OF IOWA CITY,IOWA SIGNAL PHASING PLAN MAIN STREETSIDE Anchor Bolts O •44' Stainless c Steel Bolt O see Note 4 Cabinet 3 0Shape top 11 inches with forms. Conduit 0 i I— i -- } N Riser O Bolt spacing and conduit locations as /���111...4.Pull Slot r ,- -,EFI—-- 6.s„ to specified by the manufacturer. One Piece — id slant HANDHOLE DIMENSIONS TABLE 000l I_• p Ci •_IT Ra00o Lid(Type II or III�� rf (NOMINAL) See Note 4 I P �I•i•IUi-� a �I84 TYPE © O O I" I 32" C ZiZA •e7: o -1 g9`..i R l 91 L--u —j c y //��y II 30" 17" 24" I___ _ _-I 5/6"c707"''eld — REVISION C/T 7• III 36' 24" 30" Ground RodIO I 1 I O rev �� New I10.16-,2 WA • C. • . IV 48" 30" 36" 11 Controller Location 8010.101 Stainless �! Steel Bolt 0 Station Ground Rod SHEET,of I a -/ Cabinet Width+6" O© D6'• ;ti ' Pull Slot NEMA CONTROLLER CABINET FOOTING Two Piece Skid Resistant CABINET FOOTING Lid(Type IV) Surface DETAILS E. Outside Dimensions of 4•P.C.concrete Sidewolk controller cabinet Cable Hooks (4)Required _ CONTROLLER CABINET PLAN O Extend 8"granular se vice l noon«t. Provae 2 single-Pole circail Breakers, base 6"beyond Meter One ror rmrr signals,one ror Lighting. In NEMA 3R Enclosure. walls of handhole. • I New E I5,0-z,-,n --G°ntraller7 LI.103 CabinetA I I FIGURE 8010.10J STANDARD ROAD FLAN Intermotic K4121 Photocell, or Equal sr+eLT,or, I IMeter�r 1 1 ac�isroNs.flew ��-- / Junction Box NOTE: See plan for conduit sizes. .,,o..DIRECTOR " Ir. mE,,.oas eRn,"sRR CONDUIT AND PRECAST HANDHOLES /-4/10, 3/14(Photocell), 1/10G, 1•C NOTES: PRECAST CONCRETE COMPOSITE HANDHOLE 1.Unused stubs will be threaded and capped with threaded metal pipe caps. 2.All used stubs will have metol grounding bushing with /6 wire. 3. Minimum clearance between conduits will be 2". r^ 4. Minimum clearance from sides will be 10•. 1 5. Unused stubs will extend out beyond the base not less than 18•. Power 6.All stubs extending up to the surfoce of the — Supply Dose aholl not be less than 1.5"and not be more than 3"above the surface of the base. \ 1/4... ..i - I 7. Pipes and caps shell be held in place with n approved tie bar before the base is poured. 8. Forms mode of suitable material to maintain the dimensions of the base shall be used. II 9.All stubs extending above and below the base r-O /8 Bare Copper in Some Conduit os Supply Conductors. shall have(h!pipes capped before pouring the hose,except wherepipe stub is to be used. , 1 Those stubs usedsed shall be connected to the conduit IN Connect to Neutral. network and copped on the ends extending up to Base Base111 the surface of the base before the base is poured. 5/8"x10. Ground Rod 10.Conduit connected to the conduit system shall in Controller Bose be connected by a threaded coupling such os that 1 • NOTES: supplied with conduit or on Erickson type connection or approved equal. No set screw type connector will 1. METER SOCKET&DISCONNECT MOUNTED TO SIDE OF CABINET WITH NO PENETRATION THRU CABINET SIDEWALL FOR WIRE LEADS. be allowed. NEUT 111 U POWER SERVICE Fixed or Universally • - --- PHOTOCELL ON OUTSIDE OF THE CONTROLLER CABINET Adjustablecke Mounting • 5 AMP 1.1 � PHOTOCELL. IIII "OFF" Pedestrian Traffic IIII "ON" "Aura" Signal Head >< Assembly -E E • "DOS "LC" 4 LIGHTING CIRCUIT BREAKER ON THE x "XOO 411 LIGHTING CONTACTOR. °D Pedestrian OUTSIDE OF CONTROLLER CABINET - ' c m PROVIDE 4 TERMINALS Pushbutton E E 1 r EACH WIRE Sign 20A o 0 120V r--O E Ep b s TYPICAL LIGHT Pedestrian Q co Pushbutton m qo NEUTRAL Q i•'N NOTES: m ��������� —��, co ip4 1. PROVIDE ENGRAVED LEGEND PLATES FOR DEVICES WITH WORDING AS INDICATED IN OUOTES. NS,. Itro•INtri .r."i<i�Go .4 2. PROVIDE TERMINAL BLOCKS FOR LIGHTING CIRCUIT- Jo /`�.rn /4 CO TYPICAL LIGHTING CONTACTOR m SCHEMA TIC DIAGRAM - PEDESTAL POLE 0 NO SCALE PROJECT NO: 171001.00DESIGNED BY:E.SCHNELL NO GATE BY REVISION OESCRIPI[ON Foth , F \_ PROJECT GATE: 2017-17-11-06 CHECKED BY; M.LONG CAD DATE: 4/17/2018 11:41:32 AM DRAWN BY: J.EIFFLER V RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE N.07 CAD FILE: c:\pv_varkdlr\pv_le\lnm\dOI16427\ODI7IDDI.00_N.07.SHT.sht CITY OF IOWA CITY,IOWA DETAILS 1"Dia.Ground Wire Duct Expansion Material © Finished Foundation "V"Bars Tie Bars 1O Shape top 11 inches with forms. Pavement —3"Clearance Max.Mast — Grade Arm Length O O Bar Upper Spacing Lower Spacing O Install rodent guard or non-shrink &. k''40 Y — f g W L Count Size Length Count - grout with weep hole. . ,`v , ,, L I� 11 II II O #Spaces S1 #Spaces ?4IgpII II II II Furnish nut, nut and plate,or nut anlbi /35-0" 3-0" 12-0" 12 8 11-6" 17 9 12" N/A N/A anchor bolt assembly ring plate on 2' 0 Mi . f II I II� II 1111 —6 Spaces4'-0"Max. II I /II II 1111 / at 4"O.C. - - embedded end. l0.Cl�ry.- // �.0/ 45'-0" 3'-0" 14'-0" 12 8 13.-6" 19 11 12" N/A N/A `�'4 �L / '� 1 I' II II II u - �iT y'-ii i i Ground Rod ',.1V4 Clamp 55'-0" 3'-0" 16'-0" 12 8 15'-6" 25 12 8" 5 12" REVISION ''r Conduit 1 1 04-17-18 — Upper Tie Bar TS�I O^ Anchor Bolts © 3 60'-0" 3'-0" 18'-0" 13 8 17'-6" 28 15 8" 5 12 Spacing s1 ' L FIGURE 8010,102 STANDARD ROAD PLAN SHEET,oft ' I I I I I I II II I' 70'-0" 3'-6" 18'-0" 12 10 17'-6" 28 15 8" 5 12" NeaSIERAM®Iand�haeYichor Botts on Page 1 from bent to straight.Added Circle H II II IIN II II II Note #5 Ties Ground Rod 80'-0" 3'6" 21'-0" 14 10 20'-6" 40 90'-0" 4'-0" 22'-0" 16 10 21'-6" 42 22 24 6" 6" 10 10 8" 8" SUDAS DIRECTOR DESIGN METHODS ENGINEER ��"V"Bars Lower Tie Bar Spacing TRAFFIC SIGNAL POLE FOUNDATION 100'-0" 4'-0" 24'-0" 18 10 23'-6" 47 32 6" 7 8" T © .1 1_3"Clearance 1/4'HOLE AND 15 GL GROUND TERMINAL #5 Ties 6"FLANGE BOLT CIRCLE 3"Clearance /-n (TYP) \ �� 0 6"BOLT CIRCLE p 5 "V" Bars C TOP CAP ASBLY.NO.TCSS m COn ®:Ik:,) ASBLY.NO.48404' )yj SCH.4D AL.PIPE CO V C PART NO.11 PB PEDESTAL 7. 14- PART NOT1N PBC BLANK CD 70, 6 7� COVER CASTING COVER .. N MAY BE CUSTOMIZED /ij� 75' WITH LOGO OR DESIGN ASBLY.NO CPSA I I PART NO.11 PB PEDESTAL BASE,COVER m PEDESTAL BASE COVERIIMPA HARDWARE,AND ANCHORS DRILL(4)HOLES TO MAST ARM POLE FOUNDATION CENTER OF PUSHBUTTONBECOME H I 25ABPK(4)518"X7-V2"ANCHOR (2) 38 SET SCREWS.STANDARD EMBEDANCHORS 1 OBOLTS.WASHERS AND NUTS r; CABLE TETHER ANCHOR m T I., ASBLY NO.4840 4"X48'SCH 40 INCLUDED WITH ASBLY CP6A. II ATTACHMENT(OPTIONAL) N N ALUM.PIPE(2)1/4"INSERT NUTS EPDXY AND ANY LEVELING SHIMS '� EPDXY TO SET ANCHORS 0INCLUDED BY INSTALLER. SUPPLIED BY INSTALLER LEVEL BASE AND SIDEWALK LANDING AREA t ANCHOR FLANGE FLAT .75" TO SHIMS AND/OR GRADE --A"— CABLE TETHER ASBLY.NO.CPHA ��=n FIELD PLACE SWITCH (OPTIONAL) 4.5 (INCLUDES ANCHORS) I I..a II 11 n TEMPLATE SO PUSHBUTTON IS v Pn 42'ABOVE GRADE,OR AS 14 _ Iv :1 5/5-HOLE FOR OTHERWISE SPECIFIED. �— (2) SET SCREWS-STANDARD.OR v INSULATION SLEEVE STAINLESS STEEL BOLT o a 0. - INCLUDED W/TETHER OPTION o NOTE: • SCHEDULE 40 PIPE REQUIRES ,.0 C1 '0 Q VD Z 1)4' INSERT NUTS SET INTO DOOR CASTING,BOLT AND WASHER o • PIPE.SCHEDULE 80 PIPE MAY a o ° At INSULATION HOLE FOR BE DRILLED AND TAPED FOR lu • w - o SLEE`dE DOOR OPENING:3.75"X 5.75 - Tu: 1/4"-20 BOLT PART NO.25GL GROUND LUG 1'_ I 0 ® 1/4"NOM.CASTING THICKNESS lir a»avoN MT . Q• v V .- i 4" FLANGE-8"BOLT CIRCLE 75" ni o 12'DIA PUSHBUTTON PEDESTAL PUSHBUTTON OTTO ;LE TEMPLATE NOT TO SCALE PUSHBUTTON PEDESTAL BASE NOT TO SCALE PROJECT NO: 171001.00 DESIGNED BY:E.SCHNELL NO DATE BY REVISION DESCRIPTIONSHEET NO. PROJECT DATE: 1-06 CHECKEDN BY: M.LONG - 4F'oth RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/17/2018017-1 11:41:44 AM DRAWN BY: J.EIFFLER N,ID8 CAD FILE: c:\pv_workdIn\pr_Ie\Inn\d0116427\00171001.00_N.08.SHT.WA v CITY OF IOWA CITY,IOWA DETAILS SIGNING NOTES PAVEMENT MARKING NOTES LEGEND GENERAL: Waterborne painted pavement markings shall be in accordance with the Iowa Department of Transportation materials IM 483.04 and standard All signs and sign installations will conform to the current Manual specification 2527. L on Uniform Traffic Control Devices. ED Surface preparation required for the placement of waterborne pavement The exact location of installation for any item is subject to marking shall be considered incidental to the placement of the approval by the Project Engineer. markings. SHAR ApR J Before Installation, the Contractor shall check for the locations of Refer to B-sheets for all pavement marking and symbol details.it 7 Pm 4' utilies, drainage structures and other facilities in the O T H E ef�" f(/ O construction area. Any damage to such facilities due to the R 0 A At/4 f 1, ERIf contractor's activities shall be repaired at his expense. I. Cl r • SUN:/A During construction of this project the Contractor will be required W16-1 to coordinate his operations with those of other contractors 18" X 24" working within the same area. The following tolerances will be allowed on all signs: Accumulation error of not greater than +/- 1/2 inch per e Iine of copy, not greater than +/- 1/2 Inch for spacing © dID between Iines of copy, and the margin between Iines of 2x2 copy and the inside edge of the sign border. The following tolerances will be allowed on each letter or W11-I numeral: (The measurements wil I be made to the nearest 1/16 Inch. ) 30" X 30" 1 nominal height variation In height variation In width 4" thru 12" -1/8" to +3/8" -1/4" to +1/4" i. over 12" -1/8" to +3/8" -3/8" to +3/8" Ag IIII r Sign W11-2 shall be fluorescent yellow-green in color PARKING conforming to the 2009 MUTCD. © ANY In any case where the plans call for a new replacement sign and posts TIME to be installed at the same station location and offset as an existing �i . sign, the new posts will be installed at a minimum of either 6' ahead \ R7 I or 6' behind the existing sign installation. Whenever posts for a i -� replacement sign are erected directly in front of an existing sign, II 12" X 18" ti r , t � t the new replacement sign shall be installed and the existing sign installation shall be removed within 24 hours of the time that the new •,.r,. . . -•! , Concrete posts are erected. _ • r . `. surface Street name signs shall be installed on signal poles or mast arms. Ilt Locations are noted in the N-Sheets. Kleen Break Concrete Surface Mount Sign post material shall be Telspar or engineer approved equal unless Model 425 Sign Post Coupler otherwise noted on the plans. BREAK-AWAY SURFACE MOUNT . .. R4-7C 18" X 30" ® • • • • • OM-1 18" X 18" NOTE: ALL STREET NAME SIGNS TO BE MOUNTED ON SIGNAL POLES/MASTS. DETAILS AND LOCATIONS FOR SIGNS MOUNTED ON SIGNAL POLES AND MASTS CAN BE FOUND IN THE N-SHEETS. PROJECT NO: 17100 1.00 DESIGNED BY:C. CARPER NO DATE BY _ _ REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A. MONIZA • - — P.01 lotli RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/l6/2018 5:49:29 PM DRAWN BY: L. MOORE - - CAD FILE: c:\pw_workdIr\pw_le\Inm\d0116427\00171001.00-P01.SHT.dgn v CITY OF IOWA CITY,IOWA PAVEMENT MARKINGS AND SIGNS I FILED 2O18 APR 17 PM 4: 01 CITY C ERK --- duo IOWA CI -IVERSIDE DR Er LEGEND 4D BROKEN CENTERLINE (YELLOW) '® DOUBLE CENTERLINE (YELLOW) -6 LANE DROP (WHITE) ID NO PASSING ZONE LINE (YELLOW) CED BROKEN LANE LINE (WHITE) Crito DOUBLE DOTTED LINE (YELLOW) '® DOTTED LINE (YELLOW) ® STOP LINE (WHITE) - qm CROSSWALK BAR (WHITE) CD DOTTED LINE (WHITE) EDGE LINE RIGHT (WHITE) SOLID LANE LINE (WHITE) SYMBOL LEGEND I /I AREMOVE AND REINSTALL SIGN AND NEW POST - ON 0 20 CHANNELIZING LINE (WHITE) co CROSSWALK LINE (WHITE) la EDGE LINE LEFT (YELLOW) ® YIELD LINE (WHITE) ` Z FEET i cp CHANNELIZING LINE (YELLOW) A REMOVE EXISTING, INSTALL NEW SIGN AND POST II LEGEND calp BROKEN CENTERLINE (YELLOW) 'C® DOUBLE CENTERLINE (YELLOW) '®' LANE DROP (WHITE) 4111) NO PASSING ZONE LINE (YELLOW) BROKEN LANE LINE (WHITE) m DOUBLE DOTTED LINE (YELLOW) 4 DOTTED LINE (YELLOW) ® STOP LINE (WHITE) C13M6 CROSSWALK BAR (WHITE) =DOTTED LINE (WHITE) ID EDGE LINE RIGHT (WHITE) 5Lw4 SOLID LANE LINE (WHITE) CHANNELIZING LINE (WHITE) ID CROSSWALK LINE (WHITE) EDGE LINE LEFT (YELLOW) YLM2 YIELD LINE (WHITE) 40) CHANNELIZING LINE (YELLOW) 4D COD BREAKAWAY SURFACE MOUNTED, j SEE P.01 RIVERSIDE DR I■I III AI1i ��� z In" ap D 20 FEET PROJECT NO: 171001.00 DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION �IOt SrEE" N0. PROJECT DATE: 2017-11-06 CHECKED BY: A. MONIZA � RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE P.02 CAD DATE: 4/16/2018 5:49:40 PM DRAWN BY: L. MOORE CAD FILE: c:\pr-varkdlr\pv-le\Inm\dO1I6427\00171001.00-P02.SHT.dgn "V CITY OF IOWA CITY,IOWA PAVEMENT MARKINGS AND SIGNS LEGEND y BROKEN CENTERLINE (YELLOW) 'I DOUBLE CENTERLINE (YELLOW) CD LANE DROP (WHITE) CO NO PASSING ZONE LINE (YELLOW) 132) BROKEN LANE LINE (WHITE) (04 DOUBLE DOTTED LINE (YELLOW) '® DOTTED LINE (YELLOW) ® STOP LINE (WHITE) O CROSSWALFAf{WHI '® DOTTED LINE (WHITE) EDGE LINE RIGHT (WHITE) SOLID LANE LINE (WHITE) L W C) CHANNELIZING LINE (WH T CROSSWALK LINE (WHITE) CD EDGE LINE LEFT (YELLOW) ® YIELD LINE (WHITE) CH N IZIN f LIN (YFI OW • W ,, aap ® SYMBOL LEGEND 4111111111111111111111 �= ` 116 NNW ! CITY CLERKk� /A� REMOVE AND REINSTALL SIGN AND NEW POST ® Et , �11 2 IOW CITY A CITY. IA / \ REMOVE EXISTING, INSTALL NEW SIGN AND POST I waxim _ _ I I . NC' MYRT« AV ___ ..,� p 11111 lisp ''ir lit) Mil i BREAK-AWAY ___________ — /I` ❑p . SURFACE MOUNTED. ©A `I/ _ bl f SEE P.01 N OD� CLk6 �;- N �j I 1 1 I 1.11 I 0 20 FEET OD fl i ic1D i PROJECT NO: 17[001 CHECKED BYY: A. CARPER NO DATE BY REVISION DESCR IPTfGN eFoth SHEET NO. PROJECT DATE: /2018 2017-11-06 CHECKED 6Y: L. MONIZAR - - RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAO DATE: 4/I6/2018 5:49:52 PM DRAWN BY: L.MOORE P.03 CAD FILE: c:\pv-varkdir\pv-1e\Inm\d0116427\0017I001.00_P03.SHT.dgn CITY OF IOWA CITY,IOWA PAVEMENT MARKINGS AND SIGNS I I Point Station Offset Description I I R0106 104+96.73 -26.51 SALVAGE LUMINAIRE TO CITY A R0107 105+08.07 -33.05 RELOCATE LUMINAIRE £ I R0109 105+60.63 -37.11 REMOVE WELL I R int 105+95.12 -46.86 REMOVE WELL £ I I R0111 103+70.74 9.55 MINOR AD I Ir I PA/ ' . _ ITS;/044 / I I _ _ I _ FO(D) I I P/ I I PA. P P/L I I I . c� Z3. 0Oa 1 \ £ SHUBATT, JACK I r € SHUBATT, JOAN � I 529 S RIVERSIDE DRIVE I 16 `� I I It 1 7 513 RIVERSIDE, 20 I I LLC m c I RICHAR_— 513 S RIVERSIDE DRIVE RIVERVIEW P I I o & JOAN C�LEU REVOCABLE OO WEST, LLC ❑ ®• 1 I El TRUST 629 S RIVERSIDE DRIVE JAC III 517S RIVERSfnF na11 JAII.-4 0 7R iimiSHUBATT I o P O II I # vii 04 CI II /013 o \ i I I I + ,\- + a r " 2 I O R/W / I 1 r — G(0) — - - — _ I I / �' — — — — STA. 103+7 55, 22' LT I � REMOVE PAVEMENT TO GRADING LIMITS '-� R Iil— — G(D) — — BEGIN PCC 'MOVAL I — — _ _ I — — — _ _ _ * / I c0, — RIVERSIDE DR _ R/ R/w - - -�_ _ _ --_- —San.(C)— _ �— —San.(C) — — — — — — — PCC PATCH LOCATIO� ������ -01091 — — — z — - i — SHEETS — — — — — — — — San.(C) �RO111�—F0(0)—_ _ WD — _ _R/W �_ — —.yl — �' — — — r /�� I — — — — — San.(C) — — — — — — - R/W if m — W(D) — / • S 01 RELOCATE EXISTING MAILBOX O(O, — - — — — — — —�_ - — — - —FO(D)— - — - — - — — —❑ FO( Q2 REMOVE EXISTING SIGN — _ — — R/�(D) — , w — — — - — — X REMOVE EXISTING TREE 1 0 DRIVEWAY REMOVAL 13 14 `I/ Z -01 I � �j SIDEWALK REMOVAL P MCWANE DAIRY KELLY, TIMOTHY Ti PAVEMENT REMOVAL £ QUEER, INC KELLY, SHEILA jFEET 20 (INCLUDES CURB) 526 S RIVERSIDE DRIVE 510 S RIVERSIDE DRIVE \ f /:, PROJECT NO: 17100 1.00 DESIGNED BY:C. CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKBY: A. MONIZA V 4Foth RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/17/2018 11:35:04 AM DRAWN BY: L.MOORE CAD FILE: c:Npw-workdtr\pw-le\Inm\d0116427\00171oo1.00_R01.SHT.dgn CITY OF IOWA CITY,IOWA REMOVAL PLAN 1 DRAWN B I I I I I Point Station Offset Description S I A I R0201 106+51.83 -30.39 REMOVE/RELOCATE UTILITY POLE, BY OTHERS I RO203 106+64.77 -30.78 REMOVE STORM INTAKE ' I I �I _��a R0204 jQ6+62.05 -33.95 REMOVE WATER VALVE L ItS5lL.7,8 I R0205 106+78.44 -34.70 REMOVE WATER VALVE �rlr:m�11e10 R0206 106+73.84 -45.55 REMOVE WATER VALVE I I 5'• •19.70 o II I I % I ` F'' RO 6+68.10 -46.24 REMOVE FIRE HYDRANT f /// �0 li +84.02 103.38SUPPORT UTILITY POLE (BY OTHERS), �� �- 1p 1 I COORDINATE WITH MIDAMERICAN I R0209 107+41.68 -252.46 REMOVE/RELOCATE UTILITY POLE, BY OTHERS < /;,. I p RRO22IO 107+27.75 -172.47 REMOVE/RELOCATE UTILITY POLE, BY OTHERS - O 1 , ,i NTAKE I I 2U j8 APR I 'R0210 �I p68 -52.80 REMOVE/RELOCATE UTILVE RITiY( BY OTHERS --\j :PAL I.. © �3 POLE, 11r I � R0213 107 .54 -32.48 REMOVE/RELOCATE UTILITY POLE, BY OTHERS /`�O��-•il 07+38.67 -29.87 REMOVE UTILITY BOX I r, 1i1 �� "R0�1� 107+38.43 -27.98 SALVAGE LUMINAIRE TO CITY r1 .r1 c I i k,lj 1 d{ +31.26 -33.77 RELOCATE TELEPHONE PEDESTAL, BY OTHERS hi 1 +8337 26.64 REMOVE/RELOCATE UTILITY POLE, BY OTHERS IR0219 107+34.68 29.69 REMOVE UTILITY BOX R0220 108+59.58 -30.42 REMOVE/RELOCATE UTILITY POLE, BY OTHERS I 501+00 R0221 108+79.71 -34.38 REMOVE/RELOCATE UTILITY POLE, BY OTHERS :7_ 1 II s I R0222 109+88.84 27.56 RELOCATE LUMINAIRE, REMOVE EXISTING FOOTING FO(DI R0224 107+45.53 316.83 SANITARY MANHOLE _San.(0)_ _ l 1� f I ? MINOR ADJUSTMENT - HOLE P/L II -a '_ 4 ; I ;l�pya, a R0225 107+23.92 -181.84 MINORSANITARY ADJUSTMENT o I SANITARY MANHOLE * 1� ili i I R0226 106+94.10 4.87 q R I I SANITARY MANHOLE I o R0227 109+68.76 -3.83 MINOR ADJUSTMENT Z R0228 106+98.46 34.13 ABANDON 89 LF WATER MAIN �I i1 I R0229 106+89.09 -98.87 ABANDON 104 LF WATER MAIN Q 1 III R0233 106+75.22 -43.75 ABANDON 20 LF WATER MAIN MINOR S(B) \ W /I I R0233 107+45.53 -316.83 SANITARY MANHOLE i� 1% IIII I p 15 R0234 106+56.19 -41.71 REMOVE FOOTING ENT I - 11 I R0247 107+99.12 -30.53 REMOVE 121 LF STEEL CONDUIT 1 ) G?� { 11 STATE OF IOWAAND ELECTRICAL WIRING Q / c / Ir I1 II R0248 109+24.35 31.08 REMOVE 129 LF STEEL CONDUIT © , �4 II AND ELECTRICAL WIRING . 502+00 I I 02+00 •Damicti I II ir I '1�' II 0 O �^+ © _ m J I I T I + OCT' E a _ .S.(c) I 1 Ii I CO ° o o a ABANDON AND FILL 0 ^' CS P 1 *- '- . i I I EXISTING STORM SEWER O 1 i �� 'I I I (SEE M-SHEETS) R/W o IE I 144 6 g ( II R/W m JSJr4S1//1 IIN E ��' I -- - -I - STA. 110+17.50, 22' LT O s AI :Is)C{s1 j 11 I RN N� P R MIVA 7.YirW �� ii�: �.�\ I - _ - _ - w(eb-O 1� - - - _ - F k• Qi,��/JJ //i�;, I R0216 I - - R/W :IF - - - :- -F- _ - - - Q �__/ �/ h \\ :bY�fc] I�Yp - :rp�,r, _ R/w _ - - - W(B) - - - - _ O(D)= - T(B�- -E{D)�- - _ - 1- - -ir IA*mil '-i �. O - '���� �: \ �4r �_ _ - -�'(B P.Y. - - �w,ist/��rmArAulur - - - - (n �_�. F6('AA2" -, -1 G(n c ,• . �� ii i i I' �I a " // iiiJiiis +riw► pE Ur` toZs��� i I mr41 "_ RIVERSI U -� :TiY�iL Cl :hPIo1i�Y�o� 1 //// 0Pe O3i 00 - - -m - - _ -San.(C)- 1 I c.- I T 1 I �� :rw`la PCz2 PATCH LOC ` �"'_ /// - an. R/W 1 i. SEE-L-SHEETS - °� -41 \ \ _ m T 1.6+11.11, 24.00 R , /////� PC ' PATCH LOCATION - - _ _ _ - -FO(D) R/W GIN CURB R MI A_ _ allufd - SEE `SHEETS _FO(0)- R/w ii ii iii, • ii i : - . ire .-- - , 1 - - - - - - - - - - - - - R/W I I I ����`� ��j�� ���' - - a 'IN RELOCATE EXISTING MAILBOX 'Q�M�!4�itZes���yTI4��� .l���- -4��►����Q4�'FJl' I R/w a M[DAM ELECTRIC © REMOVE EXISTING SIGN , _ _ _ _ ,��.���� ���������y' �� COORDINATE RELOCATION- RRR��o�ZZ111999111 \\ FOR STORM SEWER r��►�i� I �j5 INSTALLATION. I ; 15 X REMOVE EXISTING TREE I =h I A - I *���4 I I CC PATCH LOCATION SEE M-SH ETS I 4 Z PTA. 106+•2.•-, 24. : - C) ��Q4 I SEE L-SHEETS 1 a �- ® DRIVEWAY REMOVAL I I����j I / I I I STATE OF IOWA PTA. CURB REMOVAL (//k - _ - - - E(B', �� I ABANDON AND FILL-ill '��4 I - _ - - a SIDEWALK REMOVAL EXISTING STORM SEWER B ! I I el I _ _ _ - - - E(B) - © PAVEMENT REMOVAL 0 20 (SEE M-SHEETS) I• 12 ...,a a IV1.1I 11 I I I - , (INCLUDES CURB) FEET V PROJECT NO: 171001.00 DESIGNED BY:C.CARPER NO DATE BY REVISION DESCRIPTION F0th PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/17/2018 11:35:15 AM DRAWN BY: L.MOORE R.O 2 CAD FILE: c:\pv_vorkdir\pv_te\Inm\d0116427\OOI7100i.00_R02.SHT.dgn CITY OF IOWA CITY,IOWA REMOVAL PLAN FILED RIVERSIDE DR 2018 APR 11 7rt PM^� 4: 02 S0308 CITY CLERK I0YI.: CITY, i3W!"-t, S0301 S0302 50303 S0309 rage - $,��I >x r;-k r;<'it S0310 50305 S0304 S0311 ter°I 50312 .•t 0.5% f S0307 S03Q6 i S0313 S0314 Point Station Offset Elevation S0301 107+51.29 24.50 649.06 S0302 107+57.26 24.50 649.03 S0303 107+57.26 24.50 649.03 S0304 107+57.25 32.50 649.24 S0305 107+51.29 32.50 649.27 S0306 107+57.25 38.50 649.30 S0307 107+51.29 38.50 649.33 S0308 106+56.08 24.50 649.19 S0309 106+56.09 24.62 649.19 S0310 106+62.06 24.50 649.19 S0311 106+56.25 32.61 649.28 S0312 106+62.20 32.50 649.31 S0313 106+56.36 38.50 649.37 S0314 106+62.32 38.50 649.40 LEGEND DETECTABLE WARNING (TRUNCATED DOMES) LANDING AREA (2.0% MAX. ANY DIRECTION) I 4;ro,,.0,4 CURB RAMP - AtI Q.��•��i.4 (8.3% MAX. LONG., OF Z r•7•4444 2.DX MAX. CROSS SLOPE) CURB RAMP FLARE PROPOSED SIDEWALK FEET PROJECT NO: 171001.00 _ DESIGNED BY;C. CARPER NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: /2018 2017-11-06 CHECKED BY: L. MOO E Foth RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/l6/2018 5:54:05 PM DRAWN BY: L.MOOR S.01 CAD FILE: c:\pv_vorkdtr\pv_1e\Inm\d0116427\00I71001.00_S01.SHT.dgn CITY OF IOWA CITY,IOWA CURB RAMPS Point Station Offset Elevation Point Station Offset Elevation S0101 106+55.77 _ -32.99 648.61 S0201 107+23.52 -52.68 649.70 S0102 106+55.77 -33.57 648.65 S0202 107+27.40 -52.63 649.74 /+ S0203 107+27.33 -46.63 649.59 50103 106+61.81 -33.60 648.67 Itrr E D S0204 107+35.49 -52.54 649.82 S0105 106+61.78 -39.60 649.05 S0205 107+35.41 -46.54 649.79 S0105 106+55.73 -39.57 649.02 S0106 106+61.75 . -45.92 649.38 S0206 107+41.55 -52.46 649.79 50107 106+55.69 . 45.89 649.32 S0207 107+41.47 -46.46 649.70 S0108 106+55.66 -51.90 649.41 �QIO p{�p S0208 107+51.27 -52.31 649.14 S0109 106+69.36 _ -51.93 649.73 rCU7 i{i i} ' 7 PM 4: 02 S0209 107+51.29 -46.31 649.05 S0110 106+69.36 _ -45.93 649.67 'i S0210 107+57.35 -52.32 649.05 SO111 106+74.41 -51.93 649.78 L S0211 107+57.34 -41.23 648.77 30112 106+74.41 -45.93 649.75 Q CITY CL Er S0212 107+51.29 -41.23 648.80 50113 106+80.85 -51.93 649.71 W IOWA n L- 'it S0213 107+57.31 -33.24 648.28 S0114 106+78.46 -51.93 649.74 ' J �"►r 1 L�jY' ..r Etl;4 S0214 107+57.33 -33.00 648.26 i / I- S0215 107+51.29 -33.24 648.32 50115 106+78.45 -45.93 649.65 1 Ct S0116 106+71.97 -64.34 650.60 S0117 106+75.85 -63.77 650.54 1 W CC ' 1 Z S0116 ' 50117 t S0201 S0114 50202 S0204 S0206 S0208 S0210 I S0108 S0109 . SO111 Y7,- �; 434:�.I, '--,is ♦,ir• i v y♦i♦i� 6.75% �. S0113 ♦�$ °=:his ♦♦♦♦♦♦♦ ♦♦♦♦♦•♦♦ r 1.0% 2.5 r S0203 \50205 S0207 S0209 50107 S0106I S0110 7 50211 S0115 160112 ��♦�♦�♦•♦�♦♦♦�+♦, S0105 tR. S0104 50212 + ������♦ c•> x ♦i♦i♦O♦ in b 1;44 50103 S0215 Z _ :::: SO101 RIVERSIDE DR 1 RIVERSIDE DR 0 5 0 5 - A/\ F� F� `t Z PROJECT NO: 171001.00 1 _ DESIGNEDCKED Y, A.CARPER NO DATE BY REVISION DESCRIPTION FC:Ith SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: A.MONIZA CAD DATE: 4/16/2018 5:54:17 PM DRAWN BY: L.MOORS N. RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE .5.02 CAD FILE: c:\pv_vorkdlr\pv_le\Inm\d0116427\0017I001.00_502.SHT.dgn CITY OF IOWA CITY,IOWA CURB RAMPS .• 5• 4• 3• 2• 1 . B 1 . 2. 3. 4. 5• 6• .. 5. 48 3• 2• 1. B 1 . 2. 3• 4• 5• .• . I III II 4 . ' 8 64:.74 64►.34 65A 65n f,SA 65A _F , -- '-- - -7:---411111;_-1 n -0.4 -0.4 ---. Ltd------=in 20 $APR ' . rirta 1 Mil C[T CLE•, 655 �s O A i rY. i Q5 , I 104 00. 10 UM II 64►.12 64:.51 f,5n AS - - L ___ - _ _ _ _z..x pox _ __ - - 103 75. �1.0 11111NEER -22x -1.3X ME Nil M:.28 • .1 11 - - 64 ..93 - 1.25 _ _ _ - - - INN 655 655 105 ..10. 1.0 655 64:.03 650 s5n s5n ill -1•Cz. _ - - - - - --_,- - - WI I 11111 655 A55 104 75. 10 655 64► .79 65n RS0 coFi T-_ 1^ 1 - 57G : -1.5Y. ..-21.22 -.9L _---j- 655 655 104 50. 10 64► .60 I - z.�Xli l.fiX 645 MPI 6• 51 4• 3• 2• 1 . 1I 1 . 2• 3• 4. 5• 6• .• 5. 4j0 3• 2• 110 0 10 21 3• 4• 50 60 PROJECT NO: 17[001.00 DESIGNED BY: NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: _ 1 G FOtli RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE CAD DATE: 4/I6/2018 5:54:58 PM DRAWN BY: W 01 CAD FILE: c:\pw_vrorkdlr\pw_le\Inm\d01I6427\00171001.00_WOI.SHT.dgn CITY OF IOWA CITY,IOWA CROSS-SECTIONS 60 50 40 30 20 10 0 10 20 30 40 50 60 60 50 40 30 20 10 0 10 20 30 40 50 60 FILED 107+00.00 108+00.00 655 K`� p 655 2It pR 1 7A to 02 648.84 MiL 649.35 J.LY 645 - - 645 645 k45 106+75.00 655 655 655 107+75.00.. .. 655 MiL 649.17 649.04 65n----_-_,- - — _z.2Y -0.24 alz __ k5n k50 - - -- - - - - - - .xc -4.ax �� -zeY loY.. :.0 — — — — — —. 65n 645 i95 655 106+50.00 655 649.23 650 — — __ _ _z 107+50.00 \-----2.17--,32., szz - 649.21 MMn — _ - 4ah T.OY � z..Y _ 650 655 106+25.00 _,5 - 645 645 649.13 _Asa_ Aso k55 107+25.00 655 MIL 649.34 655 10. . 6+00 pD —655 650 - — - — _ 650 648.96 _ — a.ac -13Y -*AZ -,n — 650 65n 645 - 645 — — --- -3.sX •2.0 -0.42 -MCC 60 50 40 30 20 10 0 10 20 30 40 50 60 60 50 40 30 20 10 0 10 20 30 40 50 60 PROJECT NO: 171001.00 DESIGNED BY: NO DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: e CAD GATE: 4/16/2018 5:55:00 PM DRAWN BY: IOtI1 RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE W 02 CAD FILE: c:\pv_vorkdlr\pW_le\Inm\d0116427\00171001.00_80I.SHT.dgn 1 CITY OF IOWA CITY,IOWA CROSS-SECTIONS 60 5. 40 30 20 10 0 10 20 30 40 50 60 60 50 40 30 20 10 0 10 20 3. 40 50 60 655 109+50.00 655, 647.72 j 650 _ - - FILEa • E ... -: c a:2x : - .. -0.2x 2 28t8 APR I7 TM4= 02 at 4 4PRl P 4:02 CITY CLERK 10 �T f A 655 1 09+25.0� IOWA CI TA 'T W A r `' . A 647.90 65Q. 690 _ a.xe _2.2z, -z.zx -0.rc 2.45 - - - _ 655 109+00.00 655 648.09 650 650 - - - -1.�G -0.4% -I.9X 855 655 1 10+:1 7 4 8 .. .. 647.22 655 108+.75..0.0 655 650 650 648.28 - - - - - 41z -�.1z :: -IAX _0.IX -2.4% . 7 1-i 650 6511 `- 19X 0 4X 1.4X 655 655 1 1 0+00.00 647.35 655 108+50.00 655 650_ 650 648.48 - - 3.9X- -4.1X:. _ 4.O7C.. -.ix •2.4. / -- SS() 650 645 645 '_ -- -- _.. �.11% ,4.1X. -2. •o.nc .. l.qx _ --� - 6558+2 9 0 f 655 655 655 648.66 - - _ - 65CL R5fl 65fL 650 - - - - - 2.0X -0.6X -1.0X 60 50 40 30 20 10 0 10 20 30 40 50 60 60 50 4I0 30 20 1 0 10 20 3. 40 50 60 PROJECT NO: 171001.00 DESIGNED BY: NO• DATE BY REVISION DESCRIPTION SHEET NO. PROJECT DATE: 2017-11-06 CHECKED BY: Foth CAD DATE: 4/16/2018 5:55:02 PM DRAWN BY: - N. RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS RIVERSIDE DRIVE W 03 CAD FILE: t:\pr_vorkdlr\pr_le\Inm\dO116427\OO171OO1.00_WOI.SHT.dgn - CITY OF IOWA CITY,IOWA CROSS-SECTIONS 60 50 40 30 20 10 0 10 20 30 4. 50 60 60 50 40 30 20 10 0 10 20 30 40 50 60 R/W 501 +00.00 665 665 FILED 659.08: —_ . .� f r )_ _ . . .I R/ ® 4- • ! t ® CITY CL:2K 652.38 IOWA c/rY IOWA 655 --------- 65n _ R/W 500+75.00 _ _ _ � r 661.04 665 - ` J 66n 66n -R/W 502+ 653.36 T/E 655E 655 670— 1 _ _ _ R/W 500+50.007n 663.32 ._ NNy _ f — R/W 501 *75.00 665 665 66n 660 4.'" 654.54 3..,.. 7aX '4. T� TIE 655 fD,x>x ,.F A1" -v+X 655 - - - - --- ..-.. ......... ......... . -:-:- - - -.._._ _—_--,__ _ 675 ` 675 ` R/W 500+25.00 R/W 50 1 +50.00 670 ` N 665.63 _ -- — 670 660 655.86 660 ,oX 665 vX -z-Lin :.:. - - - -- - - -- - - - - 665 655 3 I__ 655 675 ` ` \ j 7 675 6F5 R/W 50 + .30 665 \ R/W 500+ 19.74 657.36 670 N 666.11 y 67o sfio 661E 3:4X 7—T.52'_ --7.1X -1.23 665 665 655 655 60 50 40 30 20 10 0 10 20 30 40 50 60 60 50 40 30 2jO 1,0 Q 10 20 30 40 50 60 PROJECT NO: 17I007-1 DESIGNED BY: NO DATE BY REVISION DESCRIPTION eN„ FOth SHEET NO. PROJECT DATE:4/16/2018 -06 DRAWN B BY: RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS MYRTLE AVENUE CAD DATE: 5:55:41 PM DRAWN BY: X.01 CAD FILE: c:\pr_workdlr\pr-le\Inm\d0116427\00171001.00_X01.SHT.dgn CITY OF IOWA CITY,IOWA CROSS-SECTIONS 60 50 40 30 20 10 0 10 20 30 40 50 60 I L 10114PR17 pm is CITY CLER4 10.WA CITY, [OWq . 502+75.00 655 650.28 ASS.... 650 _ .3.6% -3.72 w0_ - — F+Sn R/W_ 502+50.00 655 T/E 651.35 A55 650 60 50 40 30 20 10 0 10 20 30 40 50 60 _ PROJECT NO: 171001.00 DESIGNED BY: NO DATE BY REVISION DESCRIPTION SHEET NO. - PROJECT DATE: 2017-11-06 CHECKED BY: — CAD DATE: 4/16/2018 5:55:43 PM DRAWN BY: �0�� RIVERSIDE DRIVE&MYRTLE AVENUE INTERSECTION IMPROVEMENTS MYRTLE AVENUE X.02 CAD FILE: c:\pv_vorkdlr\pv_le\Inm\80116427\00171001.00_X01.SHT.dgn CITY OF IOWA CITY,IOWA CROSS-SECTIONS Prepared by:Dave Panos,Public Works,410 E.Washington St.,Iowa City,IA 52240,(319)356-5145 8 e (Z) Resolution No. 18-110 Resolution setting a public hearing on May 1 , 2018 on plans, specifications, form of contract, and estimate of cost for the construction of the Asphalt Resurfacing 2018 — US Hwy 6 (N Riverside Drive) Rocky Shore Drive to Sturgis Corner Drive Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said plans on file for public inspection. Whereas, funds for this project are available in the Pavement Rehabilitation Fund account # S3824 which includes funding from IDOT Agreement No. 2018-16-126. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 1st day of May 2018, 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 plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 17 th day of April , 2018 0-3 (� ,Ma9or ved by Attest: `4 --1 Ci Clerk City Attorney's Office It was moved by Mims and seconded by Botchway the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Botchway x Cole x Mims x Salih x Taylor x Thomas x Throgmorton t poi d. PRESS-CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA 522401825 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 that 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: I 10002871192 4/24/18 04/24/18 $35.50 Copy of Advertisement Exhibit"A" cii 10 Subscribed and sworn to bet. - ri .y said affiant this 24th day of April, 2018 Notary Public ORNO gERNoGc (Gl 2&zr aty Public a State of WISCOOSin Commission expires NOTICE OF PUBLIC HEARING ON PLANS SPECIFICATIONS, FORM OF CONTRACT AND ESTIMATED COST FOR THE ASPHALT RESURFACING 2018— US HWY 6 N.RIVERSIDE DRIVE)ROCKYSHORE DRIVE TO OJECT IN THE CITY DRIVE IOWA CITY IOWA TO ALL CITY OFT IOWA TAXPAYERS OFIOWA AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will con-duct a public hearing on plans, specifications, form of contract and estimated cost for the con-struction of the As halt Resurfacing 2018 - US HWY 6 (Riverside Drive) Rocky Shore Drive to Sturgis Corner Drive Project in said city_at 7:00 p.m. ond the 1st dayof May 2018, meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 E. Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. form Said plans, specifications, of contract and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said plans specifications, contract or the cost of making said improvement. This notice is given by order of the City Coun-cil of the City of Iowa City, Iowa and as provided bylaw. KLLIE FRUEHLING, CITY CLERK Prepared by:Dave Panos,Public Works,410 E.Washington St.,Iowa City,IA 52240 (319)356-5145 Resolution No. 18-128 Resolution approving plans, specifications, form of agreement, and estimate of cost for the construction of the Asphalt Resurfacing 2018 — US Hwy 6 (N. Riverside Drive) — Rocky Shore to Sturgis Corner Drive, 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 plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and Whereas, 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 Pavement Rehabilitation Fund account # S3824, and Iowa Department of Transportation funding agreement No. 2018-16-126; Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 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. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 3:00 p.m. on the 23rd day of May, 2018. At that time, the bids will be opened by the City Engineer or his designee, 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 29th day of May, 2018, or at a special meeting called for that purpose. Passed and approved this 1st day of Nay , 2018. M or oved ')(j).-- Attest: ZJ-d City Clerk City Attorney's Office Resolution No. 18-128 Page 2 It was moved by Botchway and seconded by Mims the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Botchway x Cole x Mims x Salih x Taylor x Thomas x Throgmorton a_r,410 IOWA LEAGUE of CITIES 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 Notice to Bidders - Asphalt Resurfacing 2018 - HWY. 6 (Riverside Drive) Rocky Shore to Sturgis Corner Drive Classified ID: 109324 A printed copy of which is attached and made part of this certificate, provided on 05/02/2018 to be posted on the Iowa League of Cities' internet site on the following date: May 2 , 2018 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 5/2/2018 COL (A.) .--Ktur Alan Kemp, Executive Director NOTICE TO BIDDERS ASPHALT RESURFACING 2018-HWY 6 (RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 23RD day of May 2018. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 29th day of May 2018, or at special meeting called for that purpose. The Project will involve pcc street patching, storm sewer intake top replacement, asphalt pavement milling and hot mix asphalt resurfacing, ADA curb ramp replacement, new traffic signal, watermain, storm intakes, 9" pcc pavement widening, manhole adjustments. This work will include the following estimated quantities: 9,613 tons of asphalt cement concrete, 22,779 sq. yards of pavement milling, 2,321 sq. yards of pcc patching, 1,401 feet of pcc curb and gutter replacement, 573 sq. yards of pcc sidewalk, 37 storm sewer intake top replacement, 5 storm sewer intakes, 86 feet guardrail, traffic signal with controller, 226 feet water main, 1095 sq. yards 9" pcc paving, 31 manhole adjustments, 500 sta. pavement markings, traffic control, and other related work. All work is to be done in strict compliance with the plans and specifications prepared by the City of Iowa City, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a bond in an amount equal to one hun- dred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of Two (2) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: AF-1 Overall Project: Start: June 18, 2018 Working Days: 180 days Liquidated Damages: $500 per day Myrtle Avenue Intersection: Myrtle Avenue critical closure late start: July 9, 2018 Myrtle Avenue critical closure period: 60 days Myrtle Avenue critical closure incentive/disincentive: $1,000 per day Maximum Incentive: $10,000 Maximum Disincentive: None The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Rapids Reproductions/Technographics of Iowa City located at 415 Highland Ave Suite 100, by bona fide bidders. A $25.00 fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The fee is refundable if returned within 14 days of award of the project by City Council in re-usable condition. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at(515)239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE K. FRUEHLING, CITY CLERK AF-2 Julie Voparil From: Carla Long <CLong@mbionline.com> Sent: Thursday, May 03, 2018 4:50 PM To: Julie Voparil Subject: Certificate for Notice to Bidders Attachments: 5.3.18 Notice To Bidder.pdf 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 Iowa City Asphalt Resurfacing 2018 Hwy 6 riverside Drive Rocky Shore To Sturgis Corner Drive Iowa City Parking Garage Maintenance Program 2018 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): May 3, 2018 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. lJ l(eifft, May 3, 2018 Date President/CEO of The Construction Update Plan Room Network Carla Long — Project Information Specialist Construction Update powered by ConstructConnect 221 Park St— PO Box 695— Des Moines — Iowa — 50306 (D) 515.657.4400 (0) 515.288.8904 (E) CloncaMBloniine.com (W) www.MBlonline.com xi' Iowa's fa rnst and only co vehensrve construction t>rd date calendair Protect Information IowaBidDate.com Stay • Connected in . ! i NOTICE TO BIDDERS RECEIVED ASPHALT RESURFACING 2018—HWY 6 MAY 0 2 2018 (RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 23RD day of May 2018. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid"for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 29th day of May 2018, or at special meeting called for that purpose. The Project will involve pcc street patching, storm sewer intake top replacement, asphalt pavement milling and hot mix asphalt resurfacing, ADA curb ramp replacement, new traffic signal, watermain, storm intakes, 9" pcc pavement widening, manhole adjustments. This work will include the following estimated quantities: 9,613 tons of asphalt cement concrete, 22,779 sq. yards of pavement milling, 2,321 sq. yards of pcc patching, 1,401 feet of pcc curb and gutter replacement, 573 sq. yards of pcc sidewalk, 37 storm sewer intake top replacement, 5 storm sewer intakes, 86 feet guardrail, traffic signal with controller, 226 feet water main, 1095 sq. yards 9" pcc paving, 31 manhole adjustments, 500 sta. pavement markings, traffic control, and other related work. All work is to be done in strict compliance with the plans and specifications prepared by the City of Iowa City, which have heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid bond executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract form has been executed, a bond has been filed by the bidder guaranteeing the performance of the contract, and the contract and bond have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a bond in an amount equal to one hun- dred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of Two (2) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: AF-1 Overall Project: Start: June 18, 2018 Working Days: 180 days Liquidated Damages: $500 per day Myrtle Avenue Intersection: Myrtle Avenue critical closure late start: July 9, 2018 Myrtle Avenue critical closure period: 60 days Myrtle Avenue critical closure incentive/disincentive: $1,000 per day Maximum Incentive: $10,000 Maximum Disincentive: None The plans, specifications and proposed contract documents may be examined at the office of the City Clerk. Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Rapids Reproductions/Technographics of Iowa City located at 415 Highland Ave Suite 100, by bona fide bidders. A $25.00 fee is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The fee is refundable if returned within 14 days of award of the project by City Council in re-usable condition. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE K. FRUEHLING, CITY CLERK AF-2 Prepared by:Dave Panos,Public Works,410 E.Washington St.,Iowa City,IA 52240(319)356-5145 Resolution No. 18-158 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Asphalt Resurfacing 2018 — US Hwy 6 (N. Riverside Drive) — Rocky Shore to Sturgis Corner Drive Project Whereas, LL Pelling Company, of North Liberty, Iowa has submitted the lowest responsible bid of $3,853,886.69 for construction of the above-named project; and Whereas, funds for this project are available in the Pavement Rehabilitation Fund account #S3824; and Whereas, the Iowa Department of Transportation is providing funding through agreement No. #2018-16-126; 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 LL Pelling Company, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 29th day of Ma 2018 v• i� M or (Ap)roved b Attest : 4 l.<-a✓( - �-��- City Clerk City Attorney's Office It was moved by Mims and seconded by Botchway the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Botchway x Cole x Mims x Salih x Taylor x Thomas x Throgmorton 5318(p I �£ FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and L.L. Pelling Company, Inc. ("Contractor"). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract Documents dated the 17th day of April, 2018, for the Asphalt Resurfacing 2018 — US Hwy 6 (N. Riverside Drive) Rocky Shore to Sturgis Corner Road ("Project"), and WHEREAS, Contractor submitted a bid on the Project described in said Plans, Specifications, Proposal and Contract; and WHEREAS, the parties hereto now wish to enter into this agreement for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Form of Proposal including the total extended amount of$3,853,886.69, which sums are incorporated herein by this reference. 2. This Agreement consists of the following additional component parts which are incorporated herein by reference: a. Addenda Numbers - 1, attached hereto; b. "Standard Specifications for Highway and Bridge Construction," Series of 2015, Iowa Department of Transportation, as amended; F o co -71 c. Plans; y Na) d. Technical Specifications and Supplementary Conditions; ram2 rn -v e. Performance and Payment Bond; CD� N Q h. Contractor's Completed Bidder Status Form; attached hereto �U'+ Contractor's Completed Assurance of Contract Compliance Program (Anti- Discrimination Requirements), attached hereto; j. Completed Form of Proposal; and AG-1 .; k. This Instrument. The above components are deemed complementary and should be read together. In the event of a discrepancy or inconsistency, the more specific provision shall prevail. 3. The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): Name: Quantity: Unit Price: $Amnt: Sc;,v-TcV- \ 1.3 4- \C, tS5` i (1) ' , , �s 06AACJ t T \ LS * 5(P,T1S 4` 5 --n S IL Crxy�Q ic krudart \ LS c' c1C) 19/90 kaacttts ( I-S lb 31,(AL 64 • 31 , 1097, 6,-1 1Yhs CaNVs, ~tits \ LS ° a—)� 301 e 1 15 " 108iyvb 6 162;)3 Ft 4. Payments are to be made to the Contractor in accordance with the Supplementary Conditions. DATED this 6 T" day of Jur/E , 20 la N O City Contractor D-4 z _� 2F�By�cud �I I�,� o Byn„�, a� x (Title) 2,4,nna ,C �� iv 0 w ‘-------‘- ZLIC:: Ma or U, ATTEST: ATTEST:t1 l Y AW414At d .p..Pr .e_ k (Title) C),)yckiracks City CI (Company Official) Approved By: 4AAP -AierviArvireOiefliii— City Attorney's Office 6/.„,h i' AG-1 Jo) ( K Exhibit A Item Contract Item Description Quantity UM Unit Price Extended Price 950 950 Seeding and Fertilizing,Temporary 0.200 ACR 15000.00000 3000.00 960 960 Seed+Fertilize 0.200 ACR 15000.00000 3000.00 970 970 Slope Protection,Wood Excelsior 315.000 SY 16.00000 5040.00 980 980 Perimeter+Slope Sediment Cntl Device,9" 200.000 LF 4.00000 800.00 990 990 Removal of Perimeter+Slope Sediment Cntl 200.000 LF 2.00000 400.00 1000 1000 Water Sod/Spec Citch Cntl/Slope Protect 20.000 MGL 100.00000 2000.00 1010 1010 Silt Fence 685.000 LF 2.00000 1370.00 1020 1020 Removal of Silt Fence 685.000 LF 1.00000 685.00 Total Subcontract $16,295.00 NO CO r V t� iV CD co (J1 R dv cv\LA .Tv 4'V c • C:II 6 C7k., .4C C7 C aTi — .4 C, Ca r m ��r 3 am ,..r Ca cn Exhibit A Item Contract Item Description Quantity UM Unit Price Extended Price 580 580 Safety Closure 2.000 EA 200.00000 400.00 640 640 Remove and Reinstall Sign as Per Plan 4.000 EA 150.00000 600.00 650 650 Removal of Type A Signs 6.000 EA 100.00000 600.00 660 660 Post,Steel 1.75"X 1.75"Square Steel Tube 6.000 EA 125.00000 750.00 Post 670 670 Perforated Square Steel Tube Post Anchor 4.000 EA 125.00000 500.00 680 680 Perforated Square Steel Tube Anchor,Break 2.000 EA 225.00000 450.00 Away 690 690 Type A Sign,Sheet Alum 18.750 SF 20.00000 375.00 750 750 Temporary Barrier Rail,Concrete 44.000 LF 25.00000 1100.00 760 760 Traffic Control 70.000 EA 700.00000 49000.00 780 780 Portable Dynamic Message Sign 2.000 EA 1500.00000 3000.00 Total Subcontract $56,775.00 • e'15*UdI(CV d_ CO C") N r.rn rn a * T•* w Cn Exhibit A Item Contract Item Description Quantity UM Unit Price Extended Price 430 430 Removal of Steel Beam Guardrail 86.000 LF 15.00000 1290.00 440 440 Steel Beam Guardrail 37.500 LF 40.00000 1500.00 450 450 Steel Beam Guardrail,End Anchor,W-Beam 1.000 EA 2500.00000 2500.00 460 460 Steel Beam Guardrail,End Term,BA-205 1.000 EA 3500.00000 3500.00 840 840 Mobilization 1.000 LS. 1200.00000 1200.00 Total Subcontract $9,990.00 $(Ytar\ -S Exhibit A Item Contract Item Description Quantity UM Unit Price Extended Price 100 100 Pavement Scarification 22779.400 SY 1'60000 36447.04 840 840 Mobilization 1.000 EA 1250.00000 1250.00 Total Subcontract $37,697.04 N O u o0 C-) G o l .--t -< N r— �� m w *s Exhibit A Item Contract Item Description Quantity UM Unit Price Extended Price 710 710 Construction Survey 1.000 LS. 27000.00000 27000.00 Total Subcontract $27,000.00 C! O CO c-)-< o =ern z rn 3 s � Exhibit A Item Contract Item Description Quantity UM Unit Price Extended Price 350 350 Manhole Adjustment-Minor 11.000 EA 3725.00000 40975.00 360 360 Manhole Adjustment-Major 31.000 EA 3725.00000 115475.00 840 840 Mobilization 1.000 LS. 12450.00000 12450.00 Total Subcontract $168,900.00 ro d m T c N.) m ISS CrN CD • . Newt 1elr Exhibit A Item Contract Item Description Quantity UM Unit Price Extended Price 590 590 Electrical Circuits 750.000 LF 14.00000 10500.00 600 600 Removal Handhole 2.000 EA 300.00000 600.00 610 610 Handhole 4.000 EA 1000.00000 4000.00 620 620 Control Cabinet 1.000 EA 18500.00000 18500.00 630 630 Remove+Reinstall Light Pole-fLuminaire 2.000 EA 4000.00000 8000.00 • 700 700 Traffic Signalization 1.000 LS. 150000.00000 150000.00 840 840 Mobilization 1.000 LS. 10000.00000 10000.00 Total Subcontract $201,600.00 N a D. ...Ti C7-.< N �1+•. f"` -13 m O� = N p w Cr 'Hackie-Q.(4e Ta-L-Ar\v2 ' ,, 1=1 Q CID y^^E C7-< N r. - ;ern - m i; w • Item Contract Item Descripl!ion Quantity UM Unit Price Extended Price 10 10 Special Backfill,Patch Repair 1657.800 CY 35.00000 58023.00 20 20 Clearing and Grubbing 1.000 LS. 4000.00000 4000.00 30 30 Excavation Class 10 557.000 CY 20.00000 11140.00 40 40 Topsoil,Furnish and Spread 100.000 CY 50.00000 5000.00 50 50 Topsoil,Strip,Salvage and Spread 183.000 CY 40.00000 7320.00 60 60 Modified Subbase 488.800 CY 90.00000 43992.00 90 90 Removal of Curb 1201.750 LF 7.00000 8412.25 110 110 STD/S-F PCC Pav't,QM-C CL 3,9" 1095.000 -SY 82.00000 89790.00 120 120 Portland Cement Concrete Samples 1.000 LS. 500.00000 500.00 130 130 Median,Dowelled PCC,9.5" 163.000 SY 85.00000 13855.00 220 220 Removals,As Per Plan 1.000 LS. 25000.00000 25000.00 230 230 Aprons,Concrete,18 IN.DIA 1.000 EA 2000.00000 2000.00 240 240 Modular Block Retaining Wall 53.000 SF 55.00000 2915.00 250 250 Intake,SW 507,Top and Throat Only 23.000 EA 3200.00000 73600.00 260 260 Intake,SW-507 Modified,Top and Throat 1.000 EA 3800.00000 3800.00 Only 270 270 Intake,SW-508,Top and Throat Only 2.000 • EA 3800.00000 7600.00 280 280 Intake,SW-509 1.000 EA 6900.00000 6900.00 290 290 Intake,SW-509,Top and Throat Only 4.000 EA 4500.00000 18000.00 300 300 Intake,SW-510,Top and Throat 2.000 EA 5200.00000 10400.00 310 310 Intake,SW-541 1.000 EA 5600.00000 5600.00 . 320 320 Intake Extension Unit,SW-542 1.000 EA 5000.00000 5000.00 330 330 Intake,SW-545 4.000 EA 6800.00000 27200.00 I 340 340 ntlake,SW-545 Modified,Top and Throat 3.000 EA 4500.00000 13500.00 O 370 370 Intake Adjustment,Minor-Throat 10.000 EA 2200.00000 22000.00 Reconstruction 380 380 Subdrain,Longitudinal,6 IN DIA 999.000 LF 22.00000 21978.00 Subcontract#: 53186.6117 _ Page 7 Item Contract Item Description Quantity UM Unit Price Extended Price 390 390 Subdrain Outlet,DR-303 4.000 EA 300.00000 1200.00 400 400 Sundrain Cleanout,6 IN,Type A-1 4.000 EA 1200.00000 4800.00 410 410 Storm Sewer G-Main,Trenched,RCP 323.000 LF 120.00000 38760.00 2000D7 18 IN 420 420 Storm Sewer Abandoment,Fill and Plug 247.000 LF 50.00000 12350.00 470 470 Revetment,Class E 50.000 TON 75.00000 3750.00 480 480 Removal of Pavement 626.100 SY 20.00000 12522.00 490 490 Removal of Pavement,Median 1409.000 SY 30.00000 42270.00 500 500 Removal of Sidewalk, 439.800 SY 15.00000 6597.00 510 510 Removal of Intake+Utility Access 4.000 EA 1200.00000 4800.00 520 520 Sidewalk,PCC 4" 158.100 SY 68.00000 10750.80 J 530 530 Sidewalk,PCC 6" 415.800 SY 82.00000 34095.60 540 540 Detectable Warning,Cast Iron,Brick Red 214.000 SF 50.00000 10700.00 550 550 Curb&Gutter,PCC,2.5' 1523.900 LF 50.00000 76195.00 560 560 Driveway,PCC,6" 122.000 SY 85.00000 10370.00 570 570 Removal of Paved Driveway 264.300 SY 15.00000 3964.50 760 760 Traffic Control 1.000 LS. 25000.00000 25000.00 790 790 CD Joint Assembly 14.000 EA 150.00000 2100.00 800 800 CT Joint 4.000 EA 220.00000 880.00 810 810 Patch,PCC,Full-Depth Finish,By Area 2312.800 SY 160.00000 370048.00 820 820 Patch,PCC,Full-Depth,By Count 167.000 EA 375.00000 62625.00 830 830 Subgrade Preparation,12" 368.400 SY 10.00000 3684.00 840 840 Mobilization 1.000 LS. 150000.00000 150000.00 850 850 Water Main,DIP, 12 IN 113.000 LF 140.00000 15820.00 860 860 Water Main,DIP, 16 IN 103.000 LF 170.00000 17510.00 870 870 Fittings By Weight,Ductile Iron 1518.000 LB 15.00000 22770.00 880 880 Valve,Gate,DIP, 12 IN 5.000 EA 4700.00000 23500.00 890 890 Valve Gate,DIP, 16 IN 2.000 EA 5800.00000 11600.00 900 900 Water Valve Box Extension 5.000 EA 500.00000 2500.00 910 910 Fire Hydrant Assembly,WM-201 1.000 EA 7500.00000 7500.00 920 920 Insulating Water Main 50.000 LF 40.00000 2000.00 930 930 Removal of Water Main 213.000 LF 20.00000 4260.00 Total Subcontract $1,482,447.15 N O ad te e-) o I `(rn 3 m o'`) rn FORM OF PROPOSAL - ADDENDUM #1 ASPHALT RESURFACING 2018 PROJECT US HWY 6 (RIVERSIDE DRIVE) ROCKY SHORE TO STURGIS CORNER DRIVE CITY OF IOWA CITY NOTICE TO BIDDERS: PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CONTAINED WITHIN THE BACK COVER OF THIS DOCUMENT. Name of Bidder L.L. Pet I i Address of Bidder 14 5 w Pef1Y'1 oAC`42-Q-� NICK-4)-N Qr , TA ,5 3‘ TO: City Clerk City of Iowa City City Hall 410 E. Washington St. Iowa City, IA 52240 The undersigned bidder submits herewith bid security in the amount of $10% hhd 4o- a I , in accordance with the terms set forth in the "Project Specifications." The undersigned bidder, having examined and determined the scope of the Contract Documents, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Contract Documents, including Addenda I , and , and to do all work at the prices set forth herein. We further propose to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. _ ao -4Cam') o :<m = m ca rn FP-1 SCHEDULE OF PRICES -ADDENDUM#1 ASPHALT RESURFACING 2018-US HWY 6(RIVE'R EIPE) ROCKY SHORE TO STURGIS CORNER DRIVE ITEM NO. ITEM CODE ITEM DESCRIPTION 2818 JUN 20 Ptfrf2: 36 TOTAL UNIT PRICE EXTENDED TOTAL 1 2102-0425071 SPECIAL BACKFILL,PATCH REPAIR CITY CLERK ,1,657.80 '5 00 $ 58,()a q 00 2 2101-0850001 CLEARING AND GRUBBING LQ W1ITtYC.If\ 1.00 $4,_000,°O t 4,000 00 3 2102-2710070 EXCAVATION,CL 10,RDWY+BORROW CY 557.00 1,2(5,00 $I\`�I 4O Od • 4 2015-8425005 TOPSOIL,FURNISH AND SPREAD CY 100.00 ,t.,5(),°° .t' 54 0(, , 00 5 2105-8425015 TOPSOIL,STRIP,SALVAGE AND SPREAD CY 183.00 ,in),00 -�r, . � 6 2115-0100000 MODIFIED SUBBASE CY 488.80 .V CI6.c° $4 3 99 2 .°O 7 2212-0475095 CLEAN+PREPARATION OF BASE MILE 2.01 W 4,416.) ,00 ( F 86,4 1 O v J 8 2212-5075001 HMA SURF PATCH TON - 335.41 t ,DO $ '-7-7 14 9,3 9 2213-6745500 RMVL OF CURB LF 1,201.75 t 1-p0 $ R,412,15 10 2214-5145150 PAV'T,SCARIFICATION SY 22,779.40 ,4,3,70 84`,8,3 4 8 11 2301-1003080 STD/S-F PCC PAV'T,QM-C CL 3,9" SY 1,095.00 62 °6 fiq, 740 ° 12 2301-6911722 PORTLAND CEMENT CONCRETE SAMPLES LS 1.00 a 500,66 , (X) °O 13 2301-4874006 MEDIAN,DOWELLED PCC,9.5" SY 163.00 ,41, P75,°L'' t 1 2N, R5 ) • 6° 14 2301-8255550 DRIVEWAY SURFACE PREPARATION SY 73.00 t,Q0,(0 5 y , 16 4- .45 15 2303-0001000 HMAWEDGE/LEVEUSTRENGTH TON 1,673.05 $(05,15 $108 4 999 z1 16 2303-0002380 HMA INTERLAYER BASE,3/8" TON 3,628.09 54,75 . 1 g 9)(0 31 , 93 17 2303-1051500 HMA VT BASE,1/2" TON 661.89 (pq, 15 , , 4 5, 76 9, (o _ 18 2303-1053503 HMA VT SURF,1/2",FRIC L-3 TON 7,279.86 $ 56,3 0 $409 S5&.12. ' 19 2303-1258285 ASPH BINDER,PG 58-28V TON 593.99 ,(op(o,65 36c�,3 9 I.03 20 2303-1258348 ASPH BINDER,PG 58-34E TON 200.77 % 647, 75 ..t. I30/)48.-r7 21 2303-6911000 HMA PAVT SAMPLE LS 1.00 '7 E(1°O $ -7, $CDC CO 22 2401-6750001 REMOVALS,AS PER PLAN LS 1.00 $Q5,000.°O $ 1 D 00 23 2416-0100018 APRONS,CONCRETE,18 IN.DIA EA 1.00 1,+� QQ() °0 4 Opp °O 24 2431-0000100 MODULAR BLOCK RETAINING WALL SF 53.00 t 5j5j 00`0� 4 2i q 15 ,O° 25 2435-0250704 INTAKE,SW-507,TOP AND THROAT ONLY EA 23.00 $4 8 Cb°O %110/4(0,0 0 26 2435-0250714 INTAKE,SW-507 MODIFIED,TOP AND THROAT ONLY EA 1.00 f,5 4 Q,•O° $5,400 00 27 2435-0250804 INTAKE,SW-508,TOP AND THROAT ONLY EA 2.00 A,5,4 DD °° t'0, 500. 00 28 2435-0250900 INTAKE,SW-509 EA 1.00 1 a 5L D QO t, g r,"509,00 29 2435-0250904 INTAKE,SW-509,TOP AND THROAT ONLY EA 4.00 (o I(� 00 ,,)4I QQ,0° 30 2435-0251004 INTAKE,SW-510,TOP AND THROAT EA 2.00 tin, $O ,CO 11)' 600 00 31 2435-0254100 INTAKE,SW-541 EA 1.00, 3.7,Qr - co 1 7, .20Go 32 2435-0254200 INTAKE EXTENSION UNIT,SW-542 EA 1.00 1 5 (X r>.°° 4.5,()CD.00 33 2435-0254500 INTAKE,SW-545 EA 4.00 ,t pj�4(-)O,°O If..3 1. 600.00 34 2435-0254514 INTAKE,SW-545 MODIFIED,TOP AND THROAT ONLY EA 3.00 (, L�, $1 3 R4ro 00 FL 35 2435-0600010 MANHOLE ADJUSTMENT-MINOR EA - ,11.00 t, � 9 a ,$ ,40, 475 , 00 36 2435-0600020 MANHOLE ADJUSTMENT,MAJOR EA 31.00 A 3,1 a 5,°O 1, 115, 4 7 5 Do 37 2435-0600110 INTAKE ADJUSTMENT,MINOR-THROAT RECONSTRUCTION ONLY EA 10.00 ,1, ;,Qa),w Di uno 00 38 2502-8213206 SUBDRAIN,LONGITUDINAL,61N.DIA. LF 999.00 . . a,D p0 $ 1 q 7 ) , °o FP-2 SCHEDULE OF PRICES -ADDENDUM#1 ASPHALT RESURFACING 2018-US HWY 6 (IEEI.ERII) ROCKY SHORE TO STURGIS CORNER DRIVE ITEM NO. ITEM CODE ITEM DESCRIPTION 2018 JUN 20 p f Nf. TOTAL UNIT PRICE EXTENDED TOTAL 39 2502-8221303 SUBDRAIN OUTLET,DR-303 CITY ^�C 4.00 g, ,Yj ,I �OQ 00 • 40 2599-9999905 SUBDRAIN CLEANOUT,6IN,TYPE A-1 I O WA C I T v' -MA 4.00 ,i,1 `,2OQ,coQ $O-0 aV 41 2503-0114218 STORM SWR G-MAIN,TRENCHED,RCP 2000D,(CLASS III),18 IN. LF 323.00 A I .4 , i l) S. 4 7 , 1(fin 3 42 2503-0200341 STORM SEWER ABANDONMENT,FILL AND PLUG,LESS THAN 36 IN DIA LF 247.00 4 00 $ I 13 50 .00 43 2505-4008120 RMVL OF STEEL BEAM GRAIL LF 86.00 g, 1 5.OD O O 44 2505-4008300 STEEL BEAM G'RAIL LF 37.50 ,$ 40,0O $ 11 51 7 00 45 2505-4021020 STEEL BEAM G'RAIL END ANCHOR,W-BEAM EA 1.00 a rj(�,pc' $ r5007 OJ 46 2505-4021720 STEEL BEAM GRAIL TGNT END TERM,BA-205 EA 1 00 '�i 5� 00 # �r 5 00 47 2507-6800061 REVETMENT,CLASS E TON 50.00 A, 75,oo 3,35 0.°D 48 2510-6745030 REMOVAL OF PAVEMENT SY 626.10 $ a V,OO $ 1 2,5 2 2 00 49 2510-6745851 RMVL OF PAV'T,MEDIAN SY 1,409.00 $a_o,6U $ 4 2., 270 ,00 50 2510-6745900 RMVL OF SIDEWALK SY 439.80 .$1 5,co .$ �jGi, 00 51 2510-6750600 RMVL OF INTAKE+UTILITY ACCESS EA 4.00 I I ' `) $ 4 , Arlo 00 52 2511-7526004 SIDEWALK,PCC,4" SY 158.10 �g, $ In 175[) .€D , 53 2511-7526006 SIDEWALK,PCC,6" SY 415.80 62 ,00 434 04 5.4°, 54 2511-7528101 DETECTABLE WARNING,CAST IRON,BRICK RED SF 214.00 A .rj(`).OV .t 10, -7oo,00 55 2512-1725206 CURB+GUTTER,PCC,2.5' LF 1,523.90 j 50,OC> ,7 6, 9 5 .00 56 2515-2475006 DRIVEWAY,PCC,6" SY 122.00 t 85,00 4, IO 3 7b.oD , 57 2515-6745600 RMVL OF PAVED DRIVEWAY SY 264.30 115.0U z. Gi 4 50 58 2518-6910000 SAFETY CLOSURE EA 200 ,.D ('), .i. 4Cc 00 59 2523-0000200 ELECTRICAL CIRCUITS LF I 750.00 , . 14,OV t,r)I (r) 00 60 2523-0000305 RMV HANDHOLE EA 200 I. OD k GAO OU 61 2523-0000310 HANDHOLE EA 4.00 t v)(-)00.co , 4, 000 00 62 2523-0000400 CONTROL CABINET EA 1.00 1$,5l lJ M OU t 1 Q V,,5 cc, 63 2523-6765009 "RMV+REINSTALL LIGHT POLE+LUMINAIRE EA 2.00 , Do 64 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN EA 4.00 % 1 r Oh 4 cfr) 00 65 2524-6765110 REMOVAL OF TYPE A SIGNS EA 6.00 t 1(-)0,°O $ t ) OO 66 2524-9265010 POST,STEEL 1.751N X 1.75IN SQUARE STEEL TUBE POST EA 6.00 1 a I 00 , 15 n 00 67 2524-9276021 PERFORATED SQUARE STEEL TUBE POST ANCHOR EA 4.00 1 p?5.Q� $ Spp,- 68 2524-9276024 PERFORATED SQUATE STEEL TUBE POST ANCHOR,BREAK-AWAY CONC EA 2.00 3 n(d rj �' 't 4 5e).oo 69 2524-9325001 TYPE A SIGN,SHEET ALUM SF 18.75 A 9(") o O t 37 5, W 70 2525-0000100 TRAFFIC SIGNALIZATION LS 1 00 .150 0Cc?O .. 150 CC ' 71 2526-8285000 CONSTRUCTION SURVEY LS 1.00 127 ow.w $ -1/003.°O 72 2527-9263109 PAINTED PAV'T MARK,WATERBORNE/SOLVENT STA 498.82 $ .1(0,q S 1 18 4 I 4° 73 2527-9263137 PAINTED SYMBOL+LEGEND,WATERBORNE/SOLVNT EA 41.00 P)•1,a5 t� 5 .7 l '5 I 74 2527-9263180 PAV'T MARK RMVD STA 13.40 3 43,15 $ 578. a 75 2528-8400048 TEMPORARY BARRIER RAIL,CONCRETE LF 44.00 .t. 05.6' 4> 1 1 CO00 I 76 2528-8445110 TRAFFIC CONTROL LS 1.00 t.14 4,Dom_ is 14 4/000 FP-3 SCHEDULE OF PRICES -ADDENDUM#1 FIL _ ASPHALT RESURFACING 2018-US HWY 6(RIVERSIDE DRI ETROCKY SHORE TO STURGIS CORNER DRIVE ITEM NO. ITEM CODE ITEM DESCRIPTION ZD I8 JUN 2) UIR,Ii '2: 3L AL UNIT PRICE EXTENDED TOTAL 77 2528-8445113 FLAGGER C i T Y C luER . 5(),oo i,7 C 50i' On 1 s n 141.00 78 2528-9290050 PORTABLE DYNAMIC MESSAGE SIGN(PDMS) d 0 WA CI T YCq I 0 MA 2.00 , 1 11 .50o.co t (0O o0 79 2529-2242304 CD JOINT ASSEMBLY EA 14.00 , . 1.5O.00 4 Q 100. 00 80 2529-2242320 CT JOINT EA 4.00 1220 o0 t 2,B 0.00 81 2529-5070111 PATCH,PCC,FULL-DEPTH FINISH,BY AREA SY 2,312.80 4160.o0 Q 7 0,0 4 B.DO 82 2529-5070120 PATCH,PCC,FULL-DEPTH FINISH,BY COUNT EA 167.00 t 37 5,00 $(Q 2, G,25 ,00 83 2529-8174010 SUBGRADE PREPARATION,12" SY 368.40 ,1 C' CO $ C0 8 4- 00 84 2533-4980005 MOBILIZATION LS 1.00 t 30 cco.pO 'G7d,no-j,c 85 2554-0112012 WATER MAIN,DIP,12 IN. LF 113.00 1,140,°b 115, 8 7(' W 86 2554-0112016 WATER MAIN,DIP,16 IN. LF 103.00 .S. 1 76.00 $ 17 , .5 it). 00 87 2554-0203000 FITTINGS BY WEIGHT,DUCTILE IRON LB 1:518.00 __I, 15.ao 4,2 2,.7 70 00 88 2554-0207012 VALVE,GATE,DIP,12 IN. EA 5.00 t 4,700 p0 t. D 3 15L�? av 89 2554-0207016 VALVE,GATE,DIP,16 IN. EA 2.00 5 SCO°o t t i &CO 00 / 90 2554-0210020 WATER VALVE BOX EXTENSION EA 5.00 1 Cn0,00 $ 5CO 00 - 91 2554-0210201 FIRE HYDRANT ASSEMBLY,WM-201 EA too 7 5/1/1 OO rl�� 00 92 2599-9999009 INSULATING WATER MAIN LF 50.00 $ ��[,0d $ 000.00 93 2559-9999010 REMOVAL OF WATER MAIN LF 213.00 1;J(>.00 141 .6 0 ,00 94 2595-0005115 RAILROAD PROTECTIVE LIABILITY INSURANCE FOR CRANDIC,INC LS 1.00 A.41 50(:)00 4 1,56X)•00 95 2595-0005135 i RAILROAD PROTECTIVE LIABILITY INSURANCE FOR IOWA INTERSTATE LS 1.00 1.4 ,5 Q('DO $ q 5 OO, 96 2601-2636041 ,SEEDING AND FERTILIZING(TEMPORARY) ACRE 0.20 j 7"'� eo 1 D� OO 97 2601-2636044 SEED+FERTILIZE(URBAN) ACRE 0.20 415, ()OD."' t �f n ° 98 2601-2638352 SLOPE PROTECTION,WOOD EXCELSIOR SY 315.00 $ 1 62,C0 +7 5/D 4 C),a7 99 2602-0000309 PERIMETER+SLOPE SEDIMENT CNTL DEVICE,9" LF 200.00 ,% 1 DC. 00 100 2602-0000350 RMVL OF PERIMETER+SLOPE SEDIMNT CNTL DEVLF LF 200.00 .1.D.00 $ 4 OC? 00 101 2601-2643110 WATER-SOD/SPEC DITCH CNTUSLOPE PROTECT MGAL 20.00 4100.ao t 2, Crr) OO 102 2602-0000020 SILT FENCE LF 685.00 a s00 $ 1, 370 ,00 102 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 685.00 $ 1 , O 0 -t. 6 8 5.00 103 6000-2528010 RAILROAD FLAGGER DAY 15.00 %00 aQ.,15 ) 00 I TOTAL BID PRICE Coci $ ,853, 886, FP-4 • The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: Name: Type of Work: Appx $Amnt: Save (kr N,tcS Men hat A�„istcrar\c $ I66 c1[DC) . ° J � ,'',11..1 NS eck;r cj t 14� Oct Ae,r a-1-is y1;11in5 $ 36,, 4117, °' Mk/At-Y.2d ►cQTc Ct rQ1 1,56,1 7 7 5,°C Pau i..(e -P5virwl Car p ?CC /SnaoHle / r r j S\ q 82, 5co NOTE: All subcontractors are subject to approval by City. Neom,11 er- EleeAr:c:.. VesCr%c �ona\s $ . O\, 600.°" The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the "Contract Documents" and agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the "Contract Documents" prepared by the City of Iowa City, the more specific shall prevail. Firm: L. L. P.111i,� Signature: Printed Name: eB?src1 Title: E trn c�-Acx Address: 14 .5 \4 Penc\ S� Ncrm LIhorj , ►A 523 11 Phone: 31q -(oak,- q(oW Contact: P►c�r�� \-,nQt(--1t -�� o o� m 7.5 iv 0 GJ FP-5 "� Bidder Status Form To be completed by all bidders Part A Please answer"Yes" or"No" for each of the following: Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). Yes ❑ No My company has an office to transact business in Iowa. 0 Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. 0 Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: 04 / 01, / 94 to 05 / ;3 / 18 Address: 1425 West Penn Street City, State, Zip: North Liberty,IA 52317 Dates: / / to / / Address: City, State, Zip: to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: o n co 2. Does your company's home state or foreign country offer preferences to resident bidders, retie Iakr force preferences or any other type of preference to bidders or laborers? --Wes ❑ No 3. If you answered "Yes"to question 2, identify each preference offered by your company's honiiistate forei n country and the appropriate legal citation. w CT You may attach additional sheet(s) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: L.L.Pellinn Company Signature: , taa9j , n a L� Date: 05/23/18 (rry Rhinbhart You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner. 309-6001 (09-15) '35IIV; Contract Compliance Program At I irmil IZZ111 Arbil/ efiiiiiPa'Alikit wal IN 411 it irot Amp ono CIrYoFlowACIFY c)-C r rn p=7 GJ rn SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: 1. All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC-2 and CC-3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. © m g.52 o I .7(r rn rn � N 0 W rn mgr\asst\contractcompliance.doc CC-1 SECTION II -ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) 1. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? I4 W N 4 , TA 52 31-7 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) l�" ,I h-1e 1/4:Ile 3IG-004- 4(cfXY man v✓ .1')n ( 4, 1\6-41,.. L.bec , �n Phone number Address 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 0 o � o t" �rn � N 0 w CT mgr\asst\contractcompliance.doc CC-2 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? kietz6 Ads, I? do Ads , ()ni; r,P. The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. / .L. 1e 0 l i r 0arY, n� an- -4('Oo Business Name Phone Number 1 Ri E3-1;rr, ar ignaturd Title B0rr {rh; r+ ()6/Q(( / I g Print Name Date • co s :ern M * c is; Q G) rn mgr\asst\contractcompliance.doc CC-3 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES 1. COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Empl4dment Opportunity program. All employees authorized to hire, supervise, promote, or dischargEaimployees or are involved in such actions should be trained and required to comply with your pm }2an he cent equal employment opportunity laws. �� N 4. RECRUITMENT =(m 3 m = (a) Let potential employees know you are an equal opportunity emplge TNb cane done by identifying yourself on all recruitment advertising as "an equal opportunity erroyer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non-biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. 12/01 mgr\asst\contractcompliance.doc CC-4 Attached for your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. �.s © _4 Z _ C")n IN ;<m = m N D CA) CT CC-5 2-3-1: EMPLOYMENT; EXCEPTIONS: A. It shall be unlawful for any employer to refuse to hire, accept, register, classify, promote or refer for employment, or to otherwise discriminate in employment against any other person or to discharge any employee because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 03-4105, 12-16- 2003) B. It shall be unlawful for any labor organization to refuse to admit to membership, apprenticeship or training an applicant, to expel any member, or to otherwise discriminate against any applicant for membership, apprenticeship or training or any member in the privileges, rights or benefits of such membership, apprenticeship or training because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation of such applicant or member. C. It shall be unlawful for any employer, employment agency, labor organization or the employees or members thereof to directly or indirectly advertise or in any other manner indicate or publicize that individuals are unwelcome, objectionable or not solicited for employment or membership because of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) D. Employment policies relating to pregnancy and childbirth shall be governed by the following: 1. A written or unwritten employment policy or practice which excludes from employment applicants or employees because of the employee's pregnancy is a prima facie violation of this title. 2. Disabilities caused or contributed to by the employee's pregnancy, miscarriage, childbirth and recovery therefrom are, for all job related purposes, temporary disabilities and shall be treated as such under any health or temporary disability insurance or sick leave plan available in connection with employment or any written or unwritten employment policies and practices involving terms and conditions of employment as applied to other temporary disabilities. E. It shall be unlawful for any person to solicit or require as a condition of employment of any employee or prospective employee a test for the presence of the antibody to the human immunodeficiency virus. An agreement between an employer, employment agency, labor organization or their employees, agents or members and an employee or prospective employee concerning employment, pay or benefits to an employee or prospective employee in return for taking a test for the presence of the antibody to the human immunodeficiency virus, is prohibited. The prohibitions of this subsection do not apply if the state epidemiologist determines and the director of public health declares through the utilization of guidelines established by the center for disease control of the United States department of health and human services, that a person with a condition related to acquired iiune deficiency syndrome poses a significant risk of transmission of the humane m` immunodeficiency virus to other persons in a specific occupation. c rsa —it-) O [ F. The following are exempted from the provisions of this section: r C� M e� N Q CC-6 cs► 1. Any bona fide religious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifications are related to a bona fide religious purpose. A religious qualification for instructional personnel or an administrative officer, serving in a supervisory capacity of a bona fide religious educational facility or religious institution shall be presumed to be a bona fide occupational qualification. (Ord. 94-3647, 11-8-1994) 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such employment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. (Ord. 94-3647, 11-8-1994) 5. The employment on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 6. A state or federal program designed to benefit a specific age classification which serves a bona fide public purpose. (Ord. 94-3647, 11-8-1994) 7. The employment on the basis of disability in those certain instances where presence of disability is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 8. Any employer who regularly employs less than four (4) individuals. For purposes of this section, individuals who are members of the employer's family shall not be counted as employees. (Ord. 08-4312, 8-11-2008) O 0 =i c-n o o� m N 0 rn CC-7 q . till% 4 tow SMARTER I SIMPLER I CUSTOMER DRIVEN www.iowadot.gov Office of Employee Services/Civil Rights 800 Lincoln Way I Ames, Iowa 50010 Phone: 515-239-1304 I Email: nikita.rainey(a�iowadot.us May 22, 2018 L.L. Pelling Co., Inc. 1425 West Penn Street Post Office Box 230 North Liberty, Iowa 52317 Dear Contractor: We acknowledge the receipt of your EEO/AA Policy. Your policy is approved as meeting the requirements of the EEO/AA Specification. The Specification requires that each EEO/AA Policy is reviewed and updated each year. Your company's compliance success will be judged by the efforts achieved by your company's compliance to your own policy. Your company's EEO/AA Policy will expire on MAY 31, 2019 and you will need to renew it at that time. Thank you for your efforts in developing an acceptable EEO/AA Policy. Please contact this office if we can be of assistance. Sincerely, f 40-1/1-f L /C I - &L abt 6 Nikita M. Rainey a co Civil Rights Compliance Officer FE S? "T� .._, ,-,'< N ' n NMR:nmr -<<r - a� m I N W 1 ,gam; , Iowa Department of Transportation Form 518100(06-12) EQUAL EMPLOYMENT OPPORTUNITY AND AFFIRMATIVE ACTION POLICY Date: May 16, 2018 Company Name: L.L.Pelling Co., Inc. Street Address: 1425 W.Penn Street Mailing Address: P.O.Box 230 City: North Liberty • State:IA ZIP Code: 52317 Phone: 319-626-4600 FAX: 319-626-4605 E-Mail Address: billiew@llpelling.com A. Operating Statement It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age, disability, or any other classification protected by federal, state, or local laws. Such action shall include: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of comp sensation, and selection for training, including apprenticeship, pre-apprenticeship, and/oraln-the job training. c.z) CO B. Designation of the EEO/AA Officer c-)-< c �--- I, Chuck Finnegan, President — i ea (Name, Position, Title) N Q of this Company have designated the following person as the EEO/AA Ofttcer: Name: Billie Sue Wille This EEO/AA Officer has the responsibility for, and is capable of, effectively administering and promoting the EEO/AA program and is assigned adequate authority and responsibility to do so. C. Definition of Equal Employment Opportunity (EEO) and Affirmative Action (AA) EEO is the opportunity of all applicants for equal employment without regard to race, religion, sex, color, national origin, age, disability, or any other classification protected by federal, state, or local laws. Page 1 of 6 Iowa Department of Transportation Nip Form 518100(06-12) AA is the specific action taken to assure minorities and women will have opportunity for employment. The distinction between the two policies is that EEO is a policy which provides consistent action in regards to employment opportunities while AA is a pro-active policy designated to increase minority and female employment opportunities. D. Recruitment Policy • We will include in all advertising and placing of job orders: "An Equal Opportunity Employer" and "Women and minorities are encouraged to apply". • We will allow enough time, prior to making a hiring decision, to obtain a reasonable flow of female and minority applicants. • We will encourage all our current employees to refer females and minorities. • If it has been determined that after using our referral sources we still do not have a reasonable flow of female and minority applicants in each job classification in which we are seeking new hires, we will independently or with assistance from Iowa DOT staff, develop additional recruitment efforts. • If it has been determined that we do have a reasonable flow of female and minority applicants on file in each job classification in which we are seeking new hires, we will immediately make hiring decisions based on our operating statement. • I will use the following list of recruiting sources to increase minority and female applicants. -Bird Dog website for recruiting since it reaches out to 13 job boards as well as the AGC Career Board and is linked to Workforce Development. They seek out sources which provide a reasonable flow of minorities,vets, disabled, and female applicants. -Help Wanted Ads in the Cedar Rapids Gazette, Press Citizen, CraigsList, Washington Journal & Shopper. If this does not work,will also try West Liberty Index,Muscatine Journal,West Branch Times, or seek assistance from Iowa DOT Civil Rights Team Staff. -Promotions within the company -L.L.Pelling website - Social media platforms (Facebook,Linkedln, Twitter) Examples: -want ads at female-affiliated organizations (name sources) -want ads in the local media (name sources) -Workforce Development -AGC Career Board -want ads in a foreign language (name sources) A "� sponsor a women's club activity (name sources) nC N - promotions within the company - assistance from Iowa DOT Civil Rights Team Staff • '‹nri —o M etcetera. 0 Page 2 of 6 �"� 4 Iowa Department of Transportation Nop Form 518100(06-12) ❑ Union (check if applicable) This Company will use its best efforts to obtain the cooperation of unions to increase female and minority group opportunities within the unions; and to encourage referrals of female and minority group employees by unions. This Company will use our best efforts to develop in cooperation with the unions joint training programs aimed towards qualifying more female and minority group members for membership in the unions and increasing the skill of female and minority group employees so that they may qualify for higher-paying employment. This Company will use our best efforts to incorporate an equal employment opportunity clause into all union agreements to the end that such unions will be contractually bound to refer applicants without regard to their age, disability, race, color, religion, sex, or national origin; making full efforts to obtain qualified female and minority group persons. E. Non-segregated Facilities Policy This Company certifies that it is providing non-segregated facilities for our employees. No employee is denied access to adequate facilities on the basis of sex or disability. F. Training and Promotion Policy(check ONLY ONE of the boxes on pages 3, 4, or 5, then proceed to page 6) ❑ Informal Training Program This Company has an approved informal on-the-job training and promotion program. This Company will advise prospective and current employees of available training opportunities through office postings and supervisor referral. The qualifications are that you must be an employee in good standing and have supervisory approval. This Company will assure that all training and promotions are open to all employees, without regard to race, religion, sex, color, national origin, age, disability, or any other classification protected by federal, state, or local laws. Annual meetings with the employees will be held to obtain employee input. Cl The Company will assess and evaluate the training and promotion rt irides for any interested employees yearly through this performance review. y� cm, ® Formal Training Program (if you check this box, complete statement pa 4) m -fl When required to have a formal training program, we will utilize AGCinir pro , or another training program that has been approved by the U.S. Departmegt of Labor. Wc2n1 not required to have a formal training program, we will make use of an informal traging program/ The qualifications are that you must be an employee in good standing and have supervisory approval. Page 3 of 6 , Iowa Department of Transportation Nor Form 518100(06-12) This Company will advise prospective employees/trainees of available training opportunities by using the following methods: employee handbook, office postings, shop postings, training videos, on-the-job training and classroom-type education at our facility. This Company will assure that all training and promotions are open to all prospective trainees and employees, without regard to race, religion, sex, color, national origin, age, disability, or any other classification protected by federal, state, or local laws. State the method used to review the progress of each trainee enrolled. Each trainee is observed daily by the supervisor. The supervisor advises the trained equipment operator of any skills that need to be worked on more than others with the trainee. The supervisor also communicates with the trainee to discuss areas that he does not feel comfortable with yet and advises the trained equipment operator of these areas. • State the method used to periodically review the training and promotion potential of employees. At the end of the construction season,performance evaluations are filled out by the supervisor on each employee on their crew who then reviews the evaluation with each employee. On the performance evaluation is a box for each employee to check if they would like to go through a more detailed evaluation by company personnel to be considered for future available training and promotion opportunities to make sure we do not miss someone who is interested. State the method of reviewing new hires, for example: new hires/trainees are monitored monthly by management to determine general progress as well as to determine any special areas of interest, direction, or difficulty. Our two field managers keep in contact with the supervisors and the mentors in their area to review the progress, areas of difficulty, and safety on the job of our new hires/traipses. They then decide the training required to focus on problem areas and then monitor process. This year mentors on asphalt crews will train and evaluate new hire progree'fora o. --t :c 1 cy o ❑ Union -Crn —0 rn This Company will assist in locating, qualifying, and increasing the skills-c# fiindy angDmale group employees and applicants for employment. The training and pronnition pricy is open to all prospective trainees and employees without regard to race, religion, sex,—dolor, national origin, age, or disability. Consistent with manpower requirements, and as permissible under federal and state regulations, we will make full use of training programs, i.e.: pre-apprenticeship, apprenticeship, and/or on-the-job- training programs for the geographical area of contract performance. We will make use of an informal training program or when required to have a formal training, we will utilize our union training program(s) that has/have been approved by the U.S. Department of Labor. Page 4 of 6 Iowa Department of Transportation Nor Form 518100(06-12) This Company will advise employees and applicants for employment of available training programs and entrance requirements for each. This will be accomplished by job site postings. This Company will annually review the training and promotion potential of interested employees and will encourage eligible employees to apply for such training and promotions. This Company will review apprentice(s) progress on a monthly basis. This Company is willing to train all applicable union trades when resources are available and it is deemed practical. We will also strive to train in the following classifications: Carpenters, Cement Masons, Iron Workers, Laborers, Machine Operators, to name a few. This Company will advise prospective employees/trainees of available training opportunities, such as: employee handbook, on-the-job training, and classroom-type education as provided by the Apprenticeship Program as set forth by the Union. This Company will assure that all training and promotions are open to all prospective trainees and employees, without regard to race, religion, sex, color, national origin, age, disability, or any other classification protected by federal, state, or local laws. This Company will have a quarterly review of each trainee enrolled and will go over the review with the trainee. Each trainee's training evaluation will be retained in file and promotion opportunities will be considered yearly through a performance review. ❑ Consultant Engineering We intend that we will train the following job classifications (Occupational Employment Statistics Code) which are Professional, Paraprofessional, and/or Technical Occupations which require specialized schooling and/or training: Civil Engineer Intern - require 4-year college degree and 4 years of training under a Licensed Professional Engineer. Land Surveyor - require 4-year college degree and 4 years of training under a Professional Licensed Surveyor. Computer-Aided Drafting Technician - require 2 year college degree or equivalent on-the-job experience. Surveying - requires 2-year college degree or equivalent on-the-job experience. Civil Engineering Technician - requires 2-year college degree or equival o on-the-job experience. CD co The above trainees rate of pay will be based on the National, State, and d VVe EsZtes for Professional, Paraprofessional, and Technical Occupations. m Page 5 of 6 �`,� AIowa Department of Transportation vp Form 518100(06-12) Signatures of two Officers: p.oiouiu,sesrAlliz j 5-- 1 (0 18 EEO/AA Officer (Date) 7 •.44.0r---) 5_,,,.. , . Corporate Officer (Date) ADDITIONAL INFORMATION REQUIRED NOTE: FEDERAL REGISTER, NOVEMBER 15, 2000, VOLUME 65 now requires all contractors to provide the following information: 1. Age of firm or year of establishment (ONLY ONCE) 1949 2. Annual gross receipts of the firm; you may report by designating the appropriate bracket your firm fits into as follows: ❑ Less than $500,000 O $500,000 -$1,000,000 ❑ $1 million- $2 million ❑ $2 million -$5 million ❑ $5 million - $10 million ❑ $10 million- $20 million ❑ $20 million-$50 million ® over$50 million You may send the completed form by the following methods: e-mail to: dot.civilrights@dot.iowa.gov o CD co FAX to: 515-817-6502 c� L ---, Mail to: Office of Employee Services, Civil Rights Team �n c r Iowa Department of Transportation -<r m 800 Lincoln Way � . z Ames, IA 50010 A x N w Page 6 of 6 WAGE THEFT AFFIDAVIT STATE OF Iowa ) ss: Johnson COUNTY I, Barry Rhinehart upon being duly sworn, state as follows: 1. I am the Estimator/Project Manager [position] of L.L. Pelting Company ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither L.L. Pelling Company [contracting entity] nor any person or entity with an ownership interest of more than 25%of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. rAl.s ifi 4ignatur This instrument was acknowledged before me by Rhonda Short on June 18th , 20 18. Notary Public in and for the State of Iowa RHONDA SHORT oV` COMMISSION NUMBER 788336 MY COMMISSION EXPIRES a /ON FEBRUARY 16, 2b21 cso N --t C.) O r" r CD CA) WT-2 Form 730007WP 7-97 FILED Contractor / L. Pc,LTAlb (AMP ANY Page# Project# AsPUALT I(ESueparmVt./ 'r)IRr3 TARGETED SMALL BUSINESS (TSB) 20I8 JUN 20 PH 12: 37 PRE-BID CONTACT INFORMATION CITY CLERK iOWA CITY, IOW City C (To Be Completed By All Bidders Per The Current Contract Provision) In order for your bid to be considered responsive,you are required to provide information on this form showing your Targeted Small Business contacts made with your bid submission.This information is subject to verification and confirmation. In the event it is determined that the Targeted Small Business goals are not met,then before awarding the contract,the Contracting Authority will make a determination as to whet her or not the apparent successful low bidder made good faith efforts to meet the goals. NOTE:Every effort shall be made to solicit quotes or bids on as many subcontractable items as necessary to achieve the established goals.If a TSB's quote is used in the bid,it is assumed that the firm listed will be used as a subcontractor. TABLE OF INFORMATION SHOWING BIDDERS PRE-BID TARGETED SMALL BUSINESS(TSB)CONTACTS SUBCONTRACTOR TSB DATES QUOTES RECEIVED QUOTATION USED IN BID CONTACTED YES/ DATES YES/ DOLLAR AMT.PROPOSED tvn CCINTACTFf NXO TO RF RI IRCr)NTRACTFn IAVLCj12 rnn/STR tie TSOn/ _ `ES n-15-1 NO 45-15- 1 c� _ o,V(, ea1vsTRJr-r OA/ ,✓l/� S S-I �-I S N 5 -15-18 C012TTS &A/TRACTTN<v {G 5'-I5- I! , `>- 15-18 n 0E1 I�CAVSTf2JC i S6r✓ 1a S ,5 - 15-18 No 5-1 5- 18 3UNNTCS gARQIrPr)FS , l(�S 5- —ix IVD S-I5- 1S Total dollar amount proposed to be subcontracted to TSB on this project$ 0 List items by name to be subcontracted: 2+Ci Prepared by:Dave Panos,Public Works,410 E.Washington St.,Iowa City,IA 52240(319)356-5145 Resolution No. 18-158 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Asphalt Resurfacing 2018 — US Hwy 6 (N. Riverside Drive) — Rocky Shore to Sturgis Corner Drive Project Whereas, LL Pelling Company, of North Liberty, Iowa has submitted the lowest responsible bid of $3,853,886.69 for construction of the above-named project; and Whereas, funds for this project are available in the Pavement Rehabilitation Fund account #S3824; and Whereas, the Iowa Department of Transportation is providing funding through agreement No. #2018-16-126; 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 LL Pelling Company, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 29th day of Ma 2018 7÷f , M or Ap roved b Attest : City Clerk City Attorney's Office It was moved by Mims and seconded by Botchway -the RdlgIution be adopted, and upon roll call there were: `D co D� z Ayes: Nays: Absent: Z? < r x Botchway�<r�- 2 x Cole m -17 x MimsKsCJ x Salih } w x Taylor x Thomas x Throgmorton I I tig CITY OF IOWA CITY 410 East Washington Street ENGINEER'S REPORT Iowa City, Iowa 52240- 1826 (319)356-5000 (319)356- 5009 FAX www.iegov.org November 4, 2021 City Clerk Iowa City, Iowa Re: Asphalt Resurfacing 2018 — US Hwy 6 (N. Riverside Drive) — Rocky Shore to Sturgis Corner Drive Project Dear City Clerk: I hereby certify that the construction of the Asphalt Resurfacing 2018 — US Hwy 6 (N. Riverside Drive)— Rocky Shore to Sturgis Corner Drive Project has been completed by LL Pelling Company of North Liberty, Iowa in substantial accordance with the plans and specifications prepared by the City. The project was bid as a unit price contract and the final contract price is $ 3,632,169.78. There were four (4) change or extra work orders for the project as described below: Change Order Description Net Contract Change 1. Storm sewer intake repairs. $9,120.00 2. Electrical transformer pad and service cut over. $15,697.00 3. New storm sewer intake and traffic signal conduit and wiring reroute, $14,027.00 4. Thermoplastic pavement markings and asphalt pavement incentive and disincentive payments. ($59,551.71) TOTAL ($20,707.71) I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer 6318�0 Bond No.: IAC 68114 PERFORMANCE AND PAYMENT BOND L.L. Pelling Company, Inc. 1425 W Penn Street, North Liberty, IA 52317 , as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and Merchants Bonding Company (Mutual) (insert the legal title of the Surety) 6700 Westown Pkwy, West Des Moines, IA 50266 as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter Three Million Eight Hundred Fifty Three Thousand Eight Hundred ig t Six&69/100 called the Owner, in the amount of L)ollars ($3,853,886.69 ) for the payment for which Contractor and Surety hereby bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. WHEREAS, Contractor has, as of April 17,(( 2018 entered into a Asphalt ResurTacng)2018- US Hwy 6 (N Riverside Drive) Rocky Shore written Agreement with Owner for to Sturgis Corner Rd Project; and WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to be completed by Contractor, in accordance with plans and specifications prepared by , which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default ider the Agreement, the Owner having performed Owner's obligations thereunder., the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing tia , Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient PB-1 M funds to pay the cost of completion, less the balance of the Contract Price, but not exceeding the amount set forth in the first paragraph hereof. The term "balance of the Contract Price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Agreement, together with any addenda and/or amendments thereto, less the amount properly paid by Owner to Contractor. C. The Contractor and Contractor's Surety shall be obligated to keep the improvements covered by this bond in good repair for a period of Two (2) years from the date of formal acceptance of the improvements by the Owner. D. No right of action shall accrue to or for the use of any person, corporation or third party other than the Owner named herein or the heirs, executors, administrators or successors of Owner. IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or corporations having contracts directly with the Principal, including any of Principal's subcontrac- tors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given, The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. r..a SIGNED AND SEALED THIS 1st DAY OF June w. , , 20 18 c--) --c`. (-0 IN THE PRESENCE OF: c� , L.L. Pelli g Company, Inc. : inaipal) hOttat 119taSk Witness ( i Merchants Bondi Company (Mutual) V,L-441C) Yai(A)A6/ z urety) Witness Aaron a e ( itle) Attorney-in-Fact 6700 Westown Pkwy (Street) West Des Moines, IA 50266 (City, State, Zip) 515-243-8171 (Phone) PB-2 , • • IAC 68114 MERCHANT'S BONDING COMPANY,. POWER OF ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa(herein collectively called the"Companies')do hereby make,constitute and appoint,individually, Aaron Raschke their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 16,2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only,it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 1st day of June . 2018 '............ • �.....• PQ MERCHANTS BONDING COMPANY(MUTUAL) •R . • � �(• lPf7R9�.1 MERCHANTS NATIONAL BONDING, INC. Z; • :3• *,.0 , 2003 :�; :y 1933 By /t1-17 • �•.W •. .. ' • �' '1 \1•.• President STATE OF IOWA "..... COUNTY OF DALLAS ss. On this this 1st day of June , 2018 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signepnd sealed in behalf of the Companies by authority of their respective Boards of Directors. ^d.• tiP 'A�s ALICIA K.GRAM o v Commission Number 767430 . .• �': My Commission Expires ,oviP^ April 1,2020 Notary Public c...� (Expiration of notary's commission ::) does not invalidate this instrument) :- _ I,William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAC'}ONDING•INC.,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Cimpaniesich is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 1st day of June , 2018 • •••. ..•• :c 40 ORq�y ;'�voA R4 •I1• —• 1. 2003 z •y 1933 t :c' Secretary • mod. •• POA 0018 (3/17) •�.""" Prepared by: Scott Sovers,Assistant City Engineer, Public Works,410 E.Washington St., Iowa City, IA 52240(319)356-5142 Resolution No. 21-279 Resolution accepting the work for the Asphalt Resurfacing 2018 — US Hwy 6 (N. Riverside Drive) — Rocky Shore to Sturgis Corner Drive Project Whereas, the Engineering Division has recommended that the work for construction of the Asphalt Resurfacing 2018— US Hwy 6 (N. Riverside Drive)— Rocky Shore to Sturgis Corner Drive Project, as included in a contract between the City of Iowa City and LL Pelling Company of North Liberty, dated June 6, 2018, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Annual Pavement Rehabilitation account # S3824; and Whereas, the final contract price is $3,632,169.78. 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 16th day of November , 2021 Mayor Pro T m Approved by ,( e^ Attest: \) 1 G � ,t;',,� Vl City��'lerk City Att ney's Office (Sara Greenwood Hektoen — 11/09/21) It was moved by Weiner and seconded by 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