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HomeMy WebLinkAboutDAVENPORT BRICK ST RECONSTRUCTION PROJECTDAVENPORT BRICK STREET RECONSTRUCTION PROJECT 2017 18 -Apr -2017 Plans, Specs, proposal and contract 18 -Apr -2017 Res 17-123, setting a public hearing 24 -Apr -2017 Notice of Public Hearing 02 -May -2017 Res 17-148, approving plans, specs, form of agreement and estimate of cost. 03 -May -2017 Notice to Bidders 06 -Jun -2017 Res 17-188, awarding contract 15 -May -2018 Res 18-137, accepting the work CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE DAVENPORT BRICK STREET RECONSTRUCTION PROJECT 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: Jeff re#SlSch Iowa Reg. No. My license renewal date is December 31, 2017. DATE: o �, s LA 17-1-7 3E3ER GOQ D � rn SPECIFICATIONS TABLE OF CONTENTS TITLE SHEET TABLE OF CONTENTS Page Number NOTICE TO BIDDERS............................................................................................ AF -1 NOTE TO BIDDERS............................................................................................... NB -1 FORM OF PROPOSAL........................................................................................... FP -1 BIDBOND............................................................................................................... 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 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 N O DIVISION 2 - SITE WORK o Section 02524 Curb Ramps........................................................................n452T-1 �.. Section 02660 Water Distribution................................................................ 6861 r` STORMWATER POLLUTION PREVENTION PLAN PLANS NOTICE TO BIDDERS DAVENPORT BRICK STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 24th day of May, 2017. 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 a day of June, 2017, or at special meeting called for that purpose. The Project will involve Brick Street Reconstruction along Davenport Street between Clinton Street and Linn Street. The project will include the following: Excavation of 1202 cubic yards of Class 10; installation of 633 feet of storm sewer and associated structures; installation of 460 feet of water main with associated valves, fittings and fire hydrants; paving 2,755 square yards of Brick pavers with a 1" HMA setting bed above a 7" PCC slab, and 736 square yards of sidewalk; as well as clearing and grubbing, site work, grading, and associated construction activities. All work is to be done in strict compliance with the plans and specifications prepared by McClure Engineering Company, of North Liberty, Iowa, which have heretofore been approved by the City Coun6d,,,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 Ciel) fd must be submitted in a sealed envelope. In addition, a separate sealed..envelope shall be submitted containing a completed Bidder Status fiorm and a bid -bond executed by a corporation authorized to contract as a surety in the State of Lowe, in the sum of 10% of the bid. The bid security shall be made payable to the T SURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa 'ty in the event the successful bidder fails to enter into a contract within ten (1 calendar s of the City Council's award of the contract and post bond satisfact to the City ens 'ng the faithful performance of the contract an/nsuccessful ance of id Project, if required, ursu notice and contra documents. The City shall tai by the sucder til the approved contract form h been filed guaranteeing the performance of the and bond approved by the City. The City shall pr( bidder's bouccessful bidders to the bidders asdeterminedthirty days, whichever is sooner. ant to the provisions of this n the bid security furnished been executed, a bond has contract, and the contract nV,tly return the checks or as fhe successful bidder is Tha suq Ssful bidder will be required to furnish a bond in an amount eqN' tc dr(j§i cent (100%) of the contract price, said bond to be issued by a respo approved by the City, and shall guarantee the prompt payment of all materials an 'also protect and save harmless the City from all claims and damages c t caused directly or indirectly by the operation of the contract, and shall also gua maintenance of the improvement for a period of Five (5) year(s) from an Completion and formal acceptance by the City Council. The following limitations shall apply to this Project AF -1 N_ hu= the m X_ NOTICE TO BIDDERS DAVENPORT BRICK STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 24th day of May, 2017. 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 b acted upon by the City C Emma J. Harvat Hall at 7:0 P.M. on the 6th day of called for that purpose. The Project will involve Brick eet Reconstruction Clinton Street and Linn Street. The roject will include t Excavation of 1202 cubic yards of Class 10; instal associated structures; installation ol 460 feet of fittings and fire hydrants; paving 2,75 square y setting bed above a 7" PCC slab, aid 736 sq clearing and grubbing, site work, gradin and as it at a meeting to be held in the 2017, or at special meeting 0 mg Davenporteg5etweAr ollowing: —+ of 633 feet of�QQ�??�� server r r main with ass,Q 14F vals7'] of Brick pavers�h Cnl" HI1 yards of sidewalk; asrWell as ;d construction activities. All work is to be done in strict compliance wi th plans and specifications prepared by McClure Engineering Company, of North LibO, Iowa, which have heretofore been approved by the City Council, and are on file for rKiblic examination in the Office of the City Clerk. Each proposal shall be completed on a form f rnish by the City and must be submitted in a sealed envelope. In addition, a se crate s led envelope shall be submitted containing a completed Bidder Status For and a bi bond executed by a corporation authorized to contract as a surety in the St to of Iowa, in the sum of 10% of the bid. The bid security shall be made pa/ing to th TREASURER F THE CITY OF IOWA CITY, IOWA, and shall be forfeited tity Iowa City in the a ent the successful bidder fails to enter into a contract within10) alendar days of th City Council's award of the contract and post bond satist the City ensuring the faithful performance of the contract and maintenance ofr ject, if required, pursua t to the provisions of this notice and the other contract nts. The City shall retain he bid security furnished by the successful bidder until proved contract form has be n executed, a bond has been filed by the bidder guarng the performance of the co tract,and the contract and bond have been approvehe City. The City shall prompt return the checks or bidder's bonds of unsuccessfers to the bidders as soon as th successful bidder is determined or within thirty daychever is sooner. The successful bidder will We required to furnish a bond in an amoun equal to one hun- dred percent (100%) of the contract price, said bond to be issuedby a esponsible surety approved by the City, and shall guarantee the prompt payment of all m erials and labor, and also protect and save harmless the City from all claims and dam es of any kind caused directly or indirectly by the operation of the contract, and shall als guarantee the maintenance of the improvement for a period of Five (5) year(s) fro and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: AF -1 Post 5/3 NOTICE TO BIDDERS DAVENPORT BRICK STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 20 day of May, 2017. 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 6u' day of June, 2017, or at special meeting called for that purpose The Project will involve Brick Street Reconstruction along Davenport Street between Clinton Street and Linn Street. The project will include the following: Excavation of 1202 cubic yards of Class 10; installation of 633 feet of storm sewer and associated structures; installation of 460 feet of water main with associated valves, fittings and fire hydrants; paving 2,755 square yards of Brick pavers with a 1" HMA setting bed above a 7" PCC slab, and 736 square yards of sidewalk; as well as clearing and grubbing, site work, grading, and associated construction activities. All work is to be done in strict compliance with the plans and specifications prepared by McClure Engineering Company, of North Liberty, Iowa, 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 b9nd has been filed by the bidder guaranteeing the performance of the contract, and th(Ebontract and bond have been approved by the City. The City shall promptly returta,(he c�ecks bidder's bonds of unsuccessful bidders to the bidders as soon as the suc fuMdder - determined or within thirty days, whichever is sooner.-_: ro -4Ci y� The successful bidder will be required to furnish a bond in an amount e4wWto eige hUh dred percent (100%) of the contract price, said bond to be issued by a responsible -sur 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 Five (5) year(s) from and after its completion and formal acceptance by the City Council. AF -1 The following limitations shall apply to this Project: Specified Start Date: June 19, 2017 Specified Date of Substantial Completion: August 11, 2017 Incentive/Disincentive: $750 per calendar day ($10,000 Maximum Incentive) 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 McClure Engineering Company 1740 Lininger Lane North Liberty, Iowa 5231 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 McClure Engineering Company. 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. JULIE VOPARIL, DEPUTY CITY CLERK oH o z --fin N ' r n7 r AF -2 Specified Start Date: June 19, 2017 Specified Date of Substantial Completion: August 11, 2017 Incentive/Disincentive: $750 per calendar day ($10,000 Maximum Incentive) 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 McClure Engineering Company 1740 Lininger Lane North Liberty, Iowa 5231 by bona fide bidders. A $25.00 fee is required for each set of plans and pecifications provided to bidders or other interested persons. The fee shall be in the orrn of a check, made payable to McClure Engineering Company. The fee is refundab if returned within 14 days of award of the project by City Courtcil in re -usable condition. Prospective bidders are advi ed that the City of Iowa City desires to employ minority contractors and subcontractors n City projects. A listing of minority contractors can be obtained from the Iowa Departme t of Inspection and Appeals at (515) 281-5796 and the Iowa Department of Transportation ontracts O ce at (515) 239-1422. Bidders shall list on the Form of Propo I the mes of persons, firms, companies or other parties with whom the bidder intends to s be tract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract proposed subcontractors, together amounts. By virtue of statutory authority, prefer nce must be and coal produced within the Stat of Iowa, and lawfully required under Iowa Statu s. The Iowa n applies to this Project. The City reserves the right to reject any or all waive technicalities and irregularities. a list on the Form of Agreement of the es, unit prices and extended dollar -n to products and provisions grown Iowa domestic labor, to the extent [ocal resident bidder preference law Posted upon order of the City Council of Iowa City, Iowa. / JULIE VOLPARIL, DEPUTY CITY AF -2 and also reserves the right to N O s� J a. --i C') N r 3 OM J CA Specified Start Date: June 19, 2017 Specked Date of Substantial Completion: August 11, 2017 Incentive/Disincentive: $750 per calendar day ($10,000 Maximum Incentive) 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 McClure Engineering Company 1740 Lininger Lane North Liberty, Iowa 5231 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 McClure Engineering Company. The fee is refundable if returned within 14 days of award of the project by City Obuncil in re -usable condition. Prospective bidders are ad that the City of Iowa City desires to em plo minority contractors and subcontractors Ciprojects. A listing of minority contra rs can be obtained from the Iowa Departme\f'Inspections and Appeals at (515) 281- 96 and the Iowa Department of Transportatiofice at (515) 239 1422.Bidders shall list on the Form of Pmes of persons, firms, mpanies or other parties with whom the bidder intenract. This list shall in de the type of work and approximate subcontract amo The Contractor awarded the contract shall submN list on tji6 Form of Agreement of the proposed subcontractors, together with quantitie un' prices and extended dollar amounts. By virtue of statutory authority, preference must be iven t products and provisions grown and coal produced within the State of Iowa, aA to Iowa Aomestic labor, to the extent lawfully required under Iowa Statutes. The to a reciprocal re 'dent bidder preference law applies to this Project. The City reserves the right to reject �fiy or all proposals, and alsb�reserves the right to waive technicalities and irrequlardie . Posted upon order of the City ouncil of Iowa City, Iowa. LIE VOLPARIL, DEPUTY CITY CLERK AF -2 v p r C7^(-< _ S rn 90 D r AF -2 NOTE TO BIDDERS The successful bidder and all subcontractors are required to submit at least 4 days prior to award three references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or may be denied based on past experience 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 v, N O l7 Q V `'jj ' 00 Q co c Cn n. NB -1 FORM OF PROPOSAL DAVENPORT BRICK STREET RECONSTRUCTION PROJECT 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. FP -1 h a C-)-< r :< O�=Cp a D uD FP -1 Item Item Name Unit Quantity Unit Price Extended Amount SECTION 2000 -EARTHWORK 2.1 CLEARING AND GRUBBING LS 1 22 TOPSOIL, ON-SITE CY 354 25 EXCAVATION, CLASS 10 CY 1252 24 SUBGFI PREPARATION, 5' SV 35m 2.5 SUBBASE. MODIFIED, IS BY 3540 2.5 COMPACTION TESTING LS 1 51 TRENCH COMPACTION TESTING LS 1 41 STORM SEVER, TRENCHED, RCP CLASS 111, 15' DIA. IF 155 42 ISTORM SEAM, TRENCHED, RCP CUSS III, 24' DIA. LF 531 4.3 REMOVAL OF STORM SEVER%PE, LESS THAN LF am 4.4 SUBDRAIN, LONGITUDINAL HOPE, W DM, LF 1355 45 SUBDRAIN CLEANOUT, HDPE V DIA, EA 4 40 SUBDRMN OUTLETS AND CONNECTIONS. CMP EA 11 51 WATER MAIN, TRENCHED, DIP. E LF 100 52 WATER MAIN. TRENCHED. DIP. S' LE 3B0 5.3 FITTINGS LB 336 5♦ WATER SERVICE STUE1kDPPER,Y EA ] 55 VALVE. GATE. S' EA 2 55 TAPPING VALVE ASSEMBLY, S' EA 1 57 TAPPING VALVE ASSEMBLY. S' EA 1 5.0 FIRE HYDRANT ASSEMBLY EA 2 59 VALVEBOXADJUSTMENT,MINOR EA 5 6.1 MANHOLE SV I,NIN. EA 1 62 MANHOLE BW-01.50IN. EA 1 2 5.3 INTAKE TYPE SW507. MODIFIED EA 1 SA IMAI(E lY'PE SVA50] EA 3 05 INTAKE TYPE SW509 EA 2 05 INTAKE TYPE SW541 EA 1 67 REMOVE MANHOLE 3 6.5 REMOVE INTAKE EA 4 7.1 PAVEMENT, FCC.V BY 454 7.2 CURB AND GUTTER, 2.3',10' LF 1408 7.1 STD.. S PCC PAVEMEM CLC. CL 2. T UNDER BRICK SURFACE BY 210] TA HMA BASE COURSE TON tb 7.5 HMA PATCH BY 71 ' 7.6 REMOVAL OF SIDEVASLK BY 583 7.7 REMOVAL OF DRIVEWAY BY 188 TB REMOVAL OF CURB tF 14W 7.9 FLAT BRICK SURFACE REMOVE, CUBAN, SALVAGE BY 27H 710 SIDENVALK. PCC 61N. BY 415 ]eL SIDEWALK. PCC, 41N. BY 315 7.12 DETECTABLE WARNING, CAST IRON BE 353 7.13 DRIVEWAY, PAVED. PCC. 01N. Y 315 7.14 PAVEMENT REMOVAL 4 B 591 7.15 TYPE A MICK SURFACE INSTALLATION BY 24 8.1 NYDMULIC SEEDING. SEEDING, FER I21NO, AND MULCHING -PERMANENT LANA MIXTURE AC Be 22 PLANTS, TREE EA _ 93 SWPPP PREPERATION L8 94 SVPPP MSNAGEMENb-- LS 95 FILTER SOLI(S, S IN. LF B5 FILTER SOCKS, REAHOV LF ] INLET PROTECTION EFA 90 INLET PRaTEOTI DEVICE, MAINTENANCE EA 99 CONCRE 5 S. TYPE A SF KP. TRAFFIC CONTROL LB 1Z ONSTR�TiONSjAVEY• LS 1] UNCHARTED UTILITIES IF 114 MOBILIZATION LB 115 CONCRETEWASHCUT LS FP -2 Item Item Name Unit Quantity Unit Price EXtenBeG Amount SECTION 2000-EARTHWORK 2.1 CLEARI NO AND GRUBBING LS 1 22 TOPSOIL, ON-SITE CY 304 2.3 EXCAVATION, CUSS 10 CY 1252 2.4 SUBGRADE PREPARATION, 12' BY 3640 2.5 SUBBASE, MODIFIED, W BY 3640 2.6 COMPACTION TESTING LS 1 3.1 TRENCH COMPACTION TESTING LS 1 4.1 STORM SEYVER, TRENCHED, RCP CLASS III, 15- DIA. LF 155 4.2 STORM SEWER, TRENCHED, RCP CLASS III, 24' W. LF 531 4.3 REMOVAL OF STORM SEWER PIPE, LESS THAN 38" LF 6% 4.4 SUBDRAIN, LONGITUDINAL HDPE, Y DIA. LF 13M 4.5 SUBDRAIN CLEANOUT, HDPE, 6' M. EA 4 4.6 SUBDRAIN OUTLETS AND CONNECTIONS, CMP EA B 4.7 SUBDRAIN OUTLETS, POP-UP DRAIN EA 2 4.8 SUBDRAIN OUTLETS, SPECIAL CONNECTION EA 2 5.1 WATER MAIN, TRENCHED, DIP, 6' LF 100 52 WATER MAIN, TRENCHED, DIP, B' LF 360 5.3 FIRINGS LS 338 5.4 WATER SERVICE STUB, COPPER, 2' EA 7 5.5 VALVE, GATE, 6' EA 2 Be TAPPING VALVE ASSEMBLY, 6' EA 1 57 TAPPING VALVE ASSEMBLY, 6' EA 1 5.8 FIRE HYDRANT ASSEMBLY EA 2 5.9 VALVE BOX ADUUSTMENT, MINOR EA e 0.1 MANHOLE SV I M IN. EA 1 6.2 MANHOLE SW4I, SO IN. EA 2 6.3 INTAKE TYPE SW507, MODIFIED EA 1 6.4 INTAKETYPESW-507 EA 3 Be INTAKE TYPE EVANS EA 2 6.6 INTAKE TYPE SW-541 EA 1 6.7 REMOVEMANHOLE EA 3 6.8 REMOVE INTAKE EA 4 7.1 PAVEMENT, PCC, 9' SY 481 7.2 CURB AND GUTTER, 2.5', 10' LF 1489 O 7.3 STD.aS-F PCC PAVEMENT CL C, CL 2, T UNDER BRICK SURFACE BY 2397 7.4 HMA BASE COURSE TON 13D a 7.5 HMA PATCH BY 71 7.6 REMOVALOFSIDEWALK BY 893 7.7 REMOVAL OF DRIVEWAY BY 199 7.8 REMOVAL OF CURB LF 1452 7.9 FLAT BRICK SURFACE REMOVE, CLEAN, SALVAGE BY 27M 7.1 SIDEWALK PCC, 61N. SY 418 7.11 SIDEWALK, PCC, 41N. BY 318 7.12 DETECTABLE WARNING, CAST IRON SF 283 7.13 DRIVEWAY, PAVED, PCC, 61N. BY 318 7.14 PAVEMENT REMOVAL BY 531 7.15 TYPE A BRICK SURFACE INSTALLATION BY 2414 9.1 HYDRAULIC SEEDING, SEEDING. FERTILIZING, AND MULCHING- PERMANENT LAWN MIXTURE AC 0.5 9.2 SWPPP PREPERATION LS 1 9.3 SWPPP MANAGEMENT LS 1 9.4 FILTER SOCKS, B IN. LF 473 9.5 FILTER SOCKS, REMOVAL LF 473 9.6 INLET PROTECTION DEVICE EA 13 9.7 INLET PROTECTION DEVICE, MAINTENANCE EA 13 9.8 CONCRETE STEPS, TYPE A SF 12 11.1 TRAFFIC CONTROL LS 1 11.2 CONSTRUCTION SURVEY LS 1 11.9 UNCHARTEDUTILITIES LF 160 11.4 MOBILIZATION LS 1 11.5 CONCRETE WASHOUT LS i FP -2 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: Aoox $ 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: N O Contact: �� -r� ._.. -� `-'co co r <m ._ m oo 0 r tD b FP -3 1-1oil *i]ZgI as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the sum of Dollars ($ ) to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for DAVENPORT BRICK STREET RECONSTRUCTION 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., 2017. i Witness rc-) �+ r. Q o3 2c=- Witnesgl. ie e N O J (Se Principalp--4 .... By g-< — (Tit :, C-) (Se M, Surety co By (Attorne)o-rn-fact) Attach Power -of -Attorney FORM OF AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the day of , 2017, for the DAVENPORT BRICK STREET RECONSTRUCTION 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 Manual, 2017 Edition, Statewide Urban Design And Specifications (SUDAS), 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 Discrimination Requirements), attached hereto; h. Completed Form of Proposal; and i. This Instrument. AG -1 t 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: DATED this day of Cit By Mayor ATTEST: Contractor (Title) ATTEST: 2017. AG -2 City Clerk (Company Official) Approved By: City Attorney's Offices J M 00 ..: n°° fr. , 7IC7 rn CD 00v rja v n AG -2 PERFORMANCE AND PAYMENT BOND as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and (insert the legal title of the Surety) , as Surety, hereinafter 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 DAVENPORT BRICK STREET RECONSTRUCTION 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 McClure Engineering Company, 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 N promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and r) ion% of D •••• Agreement, or n.< — r 2. Obtain a bid or bids for submission to Owner for completinck4� Prrojectr accordance with the terms and conditions of the Agreement; and d rmiro tion by Owner and Surety of the lowest responsible bidder, arrange for aseontract 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 F'Z subsequent contracts of completion arranged under this paragraph), sufficient 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 FIVE (5) 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 IN THE PRESENCE OF: Witness DAY OF (Principal) (Title) 2017. (Surety) o Vca Witness (Title) >—t :;-0 ■ i Cl) o0 (Street) s < < gM CO (City, State, Zip) w (Phone) h: Contract Compliance Program � r 1 ::III CITY OF IOWA CITY N 3-1 -n n!4 g� A v co D r 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. 'o rn co a D ut mgnassncontractcompllance.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.) 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 N 5. The undersigned agrees to display, in conspicuous places at the work site, -all pogers required by federal and state law for the duration of the contract. NOTE: The City c4Erpvi$a assisince in obtaining the necessary posters. >-4,r1 r � :cF M a � r 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? The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Phone Number Title Print Name Date mgr\asst\contractcompliance.doc CC -3 n A co �X OD w mgr\asst\contractcompliance.doc CC -3 a N O A �X OD w a SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES 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 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 companys 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 tf't they are only job related. Train your interviewers on discrimination laws. Biased ander bject jud�nts in personal interviews can be a major source of discrimination. y '0 (h) Improve hiring and selection procedures and use non -biased promotie5,Z9anMr a1"fir ming policies to increase and/or improve the diversity of your workforce repmwtati@n. C'm anies must make sure procedures for selecting candidates for promotion, ft*Rer ead tr I r g are based upon a fair assessment of an employee's ability and work rgt . Krthe�ge, all companies should post and otherwise publicize all job promoti o�rturu ids and encourage all qualified employees to bid on them. 12/01 mgAasshcontractcompliance.doc CC4 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. N O_ rr I R_ r C' cn 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 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 deptment of health and human services, that a person with a condition related to acgged imawne deficiency syndrome poses a significant risk of transmission of the human tel? immunodeficiency virus to other persons in a specific occupation. * "" c7 -C CC) F. The following are exempted from the provisions of this section: Q Co r �n CC -6 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) B. 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) N O_ 0 D- �P *;K 00 D u► Lo 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. CC -8 N e a IF a M z 0 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") 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. 11. 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. III. 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 ads giving rise to the violation(s); c. Remedial action has been taken to prevent a recurrence of the ads giving rise to the disqualification or default;or o � J d. Other factors that the person or entity believes are relevant. n-< — r -4 CA The City Manager or Designee shall review the documentation submitted, make any inquir;g�epsad nectMry, request additional documentation if warranted and determine whether a reduction in their]Qigibi y pemor waiver is warranted. Should the City Manager or Designee determine that a reduction or wR4er of tl�ie ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Coil. The City Council will make a final decision as to whether to grant a reduction or waiver. tW11 STATE OF WAGE THEFT AFFIDAVIT ) ss: COUNTY ) I, upon being duly sworn, state as follows: 1. 1 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°x6 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 2017. Notary Public in and for the State of N O D� b 0 n c»c =;C-) r r = M . CO v a Cn 0 wT-2 FILED 2011 APR 18 AM 8-- 53 CJTY CLERK IOWA CITY. IOWA 5 ;. GENERAL CONDITIONS Division 1, General Requirements and Covenants of the SUDAS Standard Specifications Manual shall apply, except as amended, in the Supplementary Conditions. GC -1 N G> J �4 C-)-< c r r -�� m ao T� to c::) 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 Measurement and Payment S-10 Taxes S-11 Construction Stakes S-12 Restriction on Non -Resident Bidding on Non -Federal -Aid Projects Caotion and Introductory Statements These Supplementary Conditions amend or supplement Division 1 of the SUDAS Standard Specifications Manual, 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 1010 of the SUDAS Standard Specifications Manual: "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", or "COUNTY" shall mean the CITY. S-2 CONSTRUCTION STAKES Replace item B of section 1050, paragraph 1.10 of the SUDAS Standard Specif&ationsManual with the following: ZChao M The Contractor shall be responsible for providing construction staking for the plojdct. 9�urve stakes (including control points) inadvertently disturbed or removed during tl�?course o construction shall be replaced at the contractor's expense. S-3 COMPLIANCE WITH' OSHA REGULATIONS IFFA 00 y cq W Add the following to section 1070, paragraph 2.02 of the SUDAS Standard Specifications Manual: SC -1 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-4 INSURANCE A. CERTIFICATE OF INSURANCE: CANCELLATION OR MODIFICATION 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 Workers Compensation Insurance as required by Chapter 85, Code of Iowa. N O *Property Damage liability insurance must provide explosion, collapse and under"und c2Srerage when determined by City to be applicable. a The City requires that the Contractors Insurance carrier be A rated or better by A92"6esG r --40 rn In addition, the Contractor shall be required to comply with the following isi4 with" respect to insurance coverage: x 0 D 1. The entire amount of Contractor's liability insurance policy coverage limits, ide�ed in the policy and on the Certificate of Insurance, must, under the policy, be available to SC -2 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 Contractors 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 compliance with the requirements herein provided, and on that basis to either award the contract to the next low bidder, or declare a default and pursue any and all remedies available to the City. SC -3 N O :iEn -O c r �s D cn W 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 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-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to section 1080, paragraph 1.01 of the SUDAS Standard Specifications Manual: 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. S-7 WORK ON SUNDAYS OR LEGAL HOLIDAYS Amend section 1080, paragraph 1.07 of the SUDAS Standard Specifications Manual as follows: Except for such work as may be required to properly maintain lights and barricades, noffirk will be permitted on Sundays or legal holidays without specific permission of the ENC�dEER =. >7 a S-7 SUPERVISION AND SUPERINTENDENCE 3'-+ ;:0 c r Add the following paragraph to 1080, paragraph 1.10 of the SUDAS Standar ecificcetionM Manual: O ' _ 7c co CONTRACTOR shall maintain a qualified and responsible person available 4 hcyW per day, seven days per week to respond to emergencies which may occur afterChours. SC -4 CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this individual. S-8 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-9 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-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 SUDAS Standard Specifications Manual. S-11 TAXES Contractor shall pay all sales, consumer, use and other similar taxes required to be paid in accordance with local law as outlined in section 1090, paragraph 1.07 of the SUDAS Standard Specifications Manual, The City of Iowa City does not issue tax exemption certificates to preclude the payment of sales tax. Prior to project acceptance by the City Council, the Contractor shall submit to the Engineer a statement of taxes paid, including all information required by the State of Iowa for reimbursement of taxes. The City will reimburse Contractor for taxes approved and reimbursed by the State of Iowa. Reimbursement to the Contractor will occur within 30 days of the City receiving reimbursement from the State. Tax statements submitted after the project has been accepted by the City Council will not be accepted or reimbursed. S-12 RESTRICTION ON NON-RESIDENT BIDDING ON NON -FEDERAL -AID PROJECTS. The Contractor awarded the project together with all Subcontractors shall be required to c8liiplete the form included with these specifications (and entitled the same as this section) &d sutmlit it to the Engineer before work can begin on the project. D Cn monies.-<( a M S v CO Cn w SC -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. ❑ 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: / / t0 / / 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 addition*&heet(s) if needed. To be'completed by all bidders sItt D I certify that the statements made on this document are true and complete to the best of my knowle4g;4nd Llsnow Fny failure to provide accurate and truthful information may be a reason to reject my bid. CO a M Firm Name 3 V CO Sicnature: Date: 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 BF -1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A 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. ❑ 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. ❑ Yes ❑ 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 uta state other than Iowa, has received a certificate of authority to transact business in Iowa and tb certificate has not been revoked or canceled. 0 r �„' �� a m 0 .0 D cn LJ ARC 1271C LABOR SERVICES DIVISION[8751 Adopted and Filed Pursuant to the authority of Iowa Code section 73A.21, the Labor Commissioner hereby adopts anew 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 de section 73A.21 shall be applicable to such terms when used in this chapter. v _ �+ "Act" means Iowa Code section 73A.21. O a "Affiliate, " when used with respect to any specified person or entity, means another pJpWr elity that, either directly or indirectly through one or more intermediaries, controls, or is contrevoatby,—m is Go r under common control or ownership with, such specified person or entity. —t "Commissioner" means the labor commissioner appointed pursuant to Iowa Code see9l.4or the labor commissioner's designee. O XQ "Division" means the division of labor of the department of workforce development. D c? 0 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 advertisement for the public improvement. b. If the person or entity is a resident of a state or foreign country that has a nsore striMpt definition than is set forth in paragraph 156.2(2)"a" for determining whether a person y imWat state or country is a resident bidder, then the more stringent definition applies. 3a-7 : 156.2(3) Determining authorization to transact business. A person or entity is authori€M-9 tragact r business•in-the state if one or more of the following accurately describes the person or entit�n FomVax m a. In the case of a sole proprietorship, the sole proprietor is an Iowa resident for Iowa purposes; o XQ b. In the case of a general partnership orjoint venture, more than 50 percent of the ge ral pay&rs 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 91C. 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 fast 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 own *We, then the public body shall allow a preference as against such bidder that is equal to the preference IMen orrce or required by the home state or foreign country of the bidder's parent. In the instance o J4$ preference, a public body shall apply the same resident labor force preference to a public iapLZ mrlemi& in r„r this state as would be required in the construction of a public improvement by the home sidle* foreign �+ country of the nonresident bidder, or the parent of a resident bidder if the parent woulify a a rn nonresident bidder if such parent were to bid on the public improvement in its own namertract a' A preference shall not be applied to a subcontractor unless the home state or foreignhe nonresident bidder to whom the contract was awarded would apply a preference to the suoY 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 complaintform. 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 residency of a worker engaged in any public improvement in this state. c d Oaths; depositions; subpoenas. The commissioner may administer oaths, taker cause=to be taken deposition of witnesses, and require by subpoena the attendance and testimony of MMQes aV the production of all books, registers, payrolls, and other evidence relevant to a matter und�r`esti`otion or hearing. nC-)pp r e. Employment ofpersonnel. The commissioner may employ qualified personnel ne(Wary m for the enforcement of Iowa Code section 73A.21. The personnel shall be employed aut3a the merit system provisions of Iowa Code chapter 8A, subchapter IV. Qo y cn w 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. 99 0 875=156.9(73A) Severability. If any rule under this chapter, any portion of a rule under this chapt% or the applicability of,any rule under this chapter to any person or circumstance is held iny W, then remainder of these rules or the rules' applicability to other persons or circumstances shall n�ffeMil These rules are intended to implement Iowa Code section 73A.21. C')-< ; i [Filed 12/16/13, effective 2/12/14] g_ [Published 1/8/14] aO Qp O EDrrot;'s NOTE: For replacement pages for IAC, see IAC Supplement 1/8/14. �P, cn r d BF -7 SECTION 01010 SUMMARY OF THE WORK PART 1 -GENERAL General description, not all inclusive. A. Base Bid Work: 1. Provide vehicle and pedestrian traffic control during all phases of project. 2. Coordinate work schedules and traffic control with City staff. 3. Construct Stage 1 utilities and roadway. 4. Construct Stage 2 utilities and roadway. 5. Construct Stage 3 Sidewalk. 6. Installation of final ground cover and cleanup. 01010-1 e.a b � � 4C — r -<r ::o_ xco D � w 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 paid on a unit cost basis. In either case, some work may be required for which a separate pay Rem is not provided. Completion of this work is required. If a separate pay Rem is not provided for this work, it is to be considered incidental to the project and no separate payment will be made. PART 2 -PRODUCTS 2.01 NONE 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. o Each unit or lump sum price stated shall constitute full payment as herein s d fW each.i" of work completed in accordance with the drawings and specifications, includinOw u� .....1 It is the Contractor's responsibility to identify the locations of public and privaB9iq$tie9RJo additional compensation will be made for any interference or delay caused by the placomt ar%gor re fqion of said utilities. No additional compensation will be made for repair costs to8�bmafe caueedrrthe Contractor or his/her Subcontractors. :Ex OD V D cn Work associated with existing items on private and/or public property that are trFse protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as an 01025-1 item in the FORM OF PROPOSAL. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like dem 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 a separate dem in the FORM OF PROPOSAL), disposal of surplus excavated material, dewatering, 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 1. See Estimate Reference Information in Plans and/or Contract Documents 01025-2 N Q 3' -4 zi C-) -< co [r'?. m 'a it v ©x co w 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. A. 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. B. The Contractor shall submit updated construction schedules at two week intervals throughout the project. PART2-PRODUCTS None. PART 3 - EXECUTION 3.01 MEETINGS PRIOR TO CONSTRUCTION. A. A Pre -Bid meeting will not be held B. A Pre -Construction meeting will be held June 9, 2017. 3.02 PROGRESS OF WORK. A. Work shall be substantially completed by August 11, 2017. Final completion (including final grading and seeding) shall be completed by October 13, 2017. The anticipated start date is June 19, 2017. An incentive of $750 per calendar day ($10,000 Maximum) will be paid if substantially completed before August 11, 2017. All Phase 3 work, closure setup and takedown shall take place between July 11, 2017 and July 28, 2017. Liquidated damages of $750 per day will be charged on work beyond the substantially completed date of August 11, 2017. Liquidated damages of $750 per day will be charged on work beyond the final completion date of October 13, 2017. Basis for substantial completion is when all 3 Stages are open to pedestrian and vehicle traffic. 01310-1 B. 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. C. 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. Restoration activities such as pavement replacement will follow closely behind the work even if multiple mobilizations are necessary. E. The Contractor will become an active partner with the City in communicating with and providing information to concerned residents and businesses. 3.03 COORDINATION WITH UTILITIES: A. The Contractor shall work closely with the utility companies to locate and verify the presence of utilities in the construction area. 11/00 e wed\mWneedeptt n\01310_dm 01310-2 N P ON r, C-) M D cn W 01310-2 SECTION 01570 TRAFFIC CONTROL AND CONSTRUCTION FACILITIES PART1-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. Standard Specifications Manual, 2017 Edition, Statewide Urban Design And Specifications (SUDAS); B. Iowa DOT Standard Specifications; C. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways," 2009 Edition, or current edition; D. 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. PART2-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 fences 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 ro 3.01 TECHNIQUES: o A. Except as amended in this document, the work in this section will confo%Wthe3gllowinq�' tato divisions and sections of the SUDAS and IDOT Standard Specifications, d: m 01570-1 0 SUDAS: Division 1, General Provisions and Covenants Section 1070. Legal Relations and Responsibility to the Public Iowa DOT: Division 11, General Requirements and Covenants. Section 1107.09. Barricades and Warning Signs. Iowa DOT: Division 25, Miscellaneous Construction. Section 2528. Traffic Control. 3.02 NO PARKING SIGNS: A. If needed, 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. Existing 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. 01570-2 N d CJ y 7s X co V w 01570-2 SECTION 02524 CURB RAMPS PART1-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. SUDAS 2017 Edition, Chapter 12: Sidewalks and Bicycle Facilities, Dated 7/1712014 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 Contractors expense. 1.04 SUBMITTALS: A. Comply with Section 01310. 1.05 DELIVERY, STORAGE AND HANDLING: A. Deliver material in unopened containers with labels identifying contents attached. w 1.06 PROJECT CONDITIONS: N 0 A. Comply with ACI requirements for cold and hot -weather concrete work. C a ..� R Pre -Installation Meeting n'y C7-< :a G I PART 2 - PRODUCTS-4it a M � = Q 2.01 MATERIALS:% Q? T+ CA A. Water: Fresh, clean and potable. c B. Tactile / Detectable Warning Surface Tile 1. Color: Brick Red Color shall be homogeneous throughout the tile. 02524-1 2. 3. Dimensions: Length and Width: Depth: Face Thickness: Warpage of Edge: 24" x 48" nominal or width of sidewalk 1.400" +/- 5% max. 0.1875 +1- 5% max. +/- 0.5% max. Warning panels shall be painted brick red in color and shall be cast iron manufactured by Neenah Foundry, East Jordan Iron Works, or Metadome, PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with SUDAS 2017 Edition 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 plane unless existing conditions do not permit and layout is approved by the Engineer. Curb ramp running slope should be no less that 1:48 or 2.0% to a level plane. 3.03 PORTLAND CEMENT CONCRETE THICKNESS: A 6 -inch thick P.C.C. will be placed as indicated on project plans. B. 4 -inch thick P.C.C. will begin 4 feet off back of curb adjacent to a 6 or 8 -inch P.C.C. section, unless otherwise specified by the Engineer. 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,e�, cisting sidewalk for continuity. The minimum allowable width for curb ramps is 4 teet. Fodffoot or matching widths are clear widths and do not include the Flared sides or SOS of a_ curb ramp. y� A 3.05 CURB RAMPS GEOMETRICS: w r A. Different curb ramp types are shown in the plans. This project may inci�rjase7s oth¢[� curb ramp types not shown. Existing site conditions may require that afte beMade proposed curb ramp design in order to provide a "best -fit". Quantity charlyes duq.j these alterations will be paid for per the unit price quoted on the Form of Proposal. W 02524-2 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 manufacturers guide for rate and method. 02524-3 r N o _ O w n �.... M v C) 02524-3 r SECTION 02660 CITY OF IOWA CITY WATER DISTRIBUTION SPECIFICATIONS November 2016 PART1 GENERAL 1.1 SUMMARY A. Furnish, install and test water distribution system and water services as indicated and specified. B. Water Division maintains salvage rights to all fire hydrants designated as public. Samples of water main and its appurtenances may also be retained by the Water Division for testing or documentation purposes. C. Reuse of materials is not allowed without prior permission. Reuse of materials previously attached to another system shall not be allowed. D. All piping shall be isolated from the existing water system until it has passed all testing procedures and is approved for service. E. In the event that field conditions prevent the isolation of the new piping from the existing water system, any existing main and valving, and any appurtenances that will be tested against, shall be well flushed and pass the pressure test per part 4.7 of this section before any new system installation is permitted. Any costs associated with testing the existing water main prior to connecting the new pipe will not be paid for separately, but shall be considered incidental to the water main disinfection and pressure testing for the new water main. F. The approval of reusing any private service main, piping, valves, or appurtenances by the Water Division does not infer any guarantee that it will perform as required. The Water Division accepts no fault for any issues arising from, or possibly related to, the approved reuse of any material on a private service. 1.2 REFERENCES A. This specification references the following documents. In their latest edition, the referenced documents form a part of this specification to the extent specified herein. In case of conflict, the requirements of this specification shall prevail, B. City of Iowa City 1. City Code of Ordinances 2. Iowa City Municipal Design Standards 3. Earth Excavating, Backfill & Grading Specifications - Section 02220 4. Accepted Products for Water Distribution Materials 5. Iowa City Water Division Policies & Procedures Manual c 6. Backflow Ordinance o =� C. American National Standards Institute and American Wiffigm9as CoMined Standards (ANSUAWWA) D. American Water Works Association (AW WA): �n _ 1. AWWA Manual M23: PVC Pipe -Design and Installattbgr s.. M 2. AWWA Manual M17: Installation, Field Testing, argRainifnancCMFire CITY OF IOWA CITY ATER D13'DRIBUTION - 02660 November 2016 N Page I of 19 Hydrants E. American Society for Testing Materials (ASTM) 1. ASTM A48: Gray Iron Castings 2. ASTM B62: Composition Bronze or Ounce Metal Castings 3. ASTM B75: Seamless Copper Tubing 4. ASTM B88: Seamless Copper Water Tube 5. ASTM B584: Copper Alloy Sand Castings for General Applications 6. ASTM D2241: Polyvinyl Chloride (PVC) Pressure -Rated Pipe (SDR Series) F. Manufacturers' Specifications G. Occupational Safety and Health Administration (OSHA): 1. Standard 1926, Subpart P -Excavations 1.3 SUBMITTALS A. Submit to the Jurisdictional Engineer the following drawings or details for approval prior to installation, B. Shop, Working Drawings or Construction Plans showing: 1. Pipe layout with valves, fittings and hydrants shown 2. Bolts 3. Joints 4. Tapping sleeves, couplings, and special piping materials 5. Polyethylene 6. Thrust block designs and details 7. Special backfill C. Certificates: Swom certificates of shop tests showing compliance with appropriate standard for all piping materials. 1.4 QUALITYASSURANCE A. Jurisdictional Engineer reserves the right to inspect and test by independent service at manufacturer's plant or elsewhere at Engineer's expense. B. Contractor shall conduct visual inspection before installation. 1.5 RECEIVING, STORAGEAND HANDLING A. The City may mark materials which are found on the job site and which are determined to be defective or not approved. The marking may be done with spray paint. The Contractor shall promptly remove defective or unapproved materials from the site. o B. While unloading all piping materials: -� 1. Do not allow the pipe units to strike anything. 'v 'n 2. Do not handle pipe units with individual chains or singlC-) les�venifs padded. n co r 3. Do not attach cables to pipe unit frames or banding for lifting a j -n C. Within the "Storage" language of AW WA M23, change "should" to;1.11=c D. Within the "Handling" language of AW WA M23, change "should" ally un CITY OF IOWA CITY WATER DISTRIBUTOR - 02660 Novcmbcr j016 Page 2 of 19 E. Follow AW WA C600 for proper storage, handling, and installation of DIP. F. Remove pipe and fittings contaminated with mud, dirt, gravel, debris, and surface water from the site; do not use in construction unless thoroughly cleaned, inspected, and approved by the Jurisdictional Engineer. 1.6 TIME A. All work requiring a shutdown of active water main must be completed as quickly as possible to minimize inconvenience to the consumers and risk to the community. B. Advance notice requirements to the Iowa City Water Division when materials or services are supplied by the Division are listed below. The Division makes every attempt to schedule services at requested dates and times, but reserves the right to schedule services based on staff availability, weather, and utility emergencies. Serve notice to the Water Division at 319-356-5160. 1. Two-day notice given before beginning water work. 2. Twenty-four hour notice for a water tap request, with an approved water tap application. 3. For notice to customers of disruption of water service: a. Seven-day notice to Water Division of requested shutdown. b. Water customers receive 48 hour advanced notice of shutdown. 4. Schedule water pipe testing a minimum of 24 hours before preferred starting time. Projects requiring full testing of a pipe will only commence on a Monday, Tuesday, or Wednesday, unless special exception is granted by the Jurisdictional Engineer. 5. For locations of underground facilities, provide notice as required by Iowa One -Call system, 1-800-292-8989. 1.7 LICENSESANDAPPLICATIONS A. City of Iowa City I. Contractor's superintendent on the job must have a license as a sewer and water service installer issued by the City to construct water and sewer mains and services in Iowa City. 2. The Contractor or their agent will be responsible for submitting tapping application forms and record drawings. PART PRODUCTS 2.1 All products used for water work shall be from the list of "Accepted Products for Water Distribution and Water Service Materials" maintained by the Iowa City. Wataivision. Any special exception requests shall be submitted to the Jurisdictional eco wry in a timely manner for review prior to installation. V A F� C-)-< =C r of .= om CrrY OF IOWA CITY WATT DISTRI�fi014. OZ�O November 2016 t n Pap 3 of 19 ry Z2 PIPE A. Polyvinyl Chloride (PVC) Pipe: Comply with AWWA C900 or AWWA C905 with gray iron pipe equivalent outside diameters. 1. Minimum Wall Thickness: a. 4 inch through 24 inch sizes: DR 18. b. Sizes over 24 inch: As specified in the contract documents, 2. Joint Type: Use push -on joint type, except as otherwise specified in the contract documents or as authorized by the Engineer. a. Push -on: According to AWWA C900 or AWWA C905. b. Integral Restrained Joint: AWWA C900 or AWWA C905 pipe with restraining system manufactured integrally into pipe end. c. Mechanical Restrained Joint: Ductile iron mechanical device designed for joint restraint of AWWA C900 or AWWA C905 pipe complying with the requirements of ASTM F 1674. 3. Markings on Pipe: a. Name of manufacturer. b. Size and class. c. Spigot insertion depth gauge. d. National Sanitation Foundation (NSF) seal. B. Ductile Iron Pipe (DIP): 1. Minimum Thickness Class: a. 4 inch through 24 inch sizes: Special thickness Class 52 according to AWWA C151. For directionally bored pipe, restrained joint pipe, and pipe suspended from structures, use special thickness Class 53. b. Sizes over 24 inches: As specified in the contract documents. 2. Cement -mortar Lined: According to AWWA C104 with asphalt seal coat. 3. External Coating: Asphalt according to AWWA C 151. 4. Joint Type: Use push -on type, unless otherwise specified in the contract documents or as authorized by the Engineer. a. Push -on: According to AWWA C111. b. Mechanical: According to AWWA CI 11. c. Restrained, Buried: Pipe manufacturer's standard field removable system. d. Restrained, in Structures: Restraining gland, flanged or grooved. e. Flanged: According to AWWA C111. f. Grooved: According to AWWA C606. g. Gaskets: According to AWWA C111. 5.. Markings on Pipe: o a. Name of manufacturer. o b. Size and class. c. Spigot insertion depth gauge. November 2016 n 1E00 -o �. m o� CRY of IOWA CITY WATER fS*BU*N - 02 D cge 4 of 19 O Z3 BOLTS FOR WATER MAINAND FITTINGS Use corrosion resistant bolts. A. Tee -bolts and Hexagonal Nuts for Mechanical Joints: 1. High-strength, low -alloy steel manufactured according to AWWA C111. 2. Provide ceramic -filled, baked -on, fluorocarbon resin coating for bolts and nuts. 3. Include factory -applied lubricant that produces low coefficient of friction for ease of installation. B. Other Bolts and Nuts: 1. Stainless steel. 24 FITTINGS A. Comply with AWWA C110 (ductile iron or gray iron) or AWWA C 15 3 (ductile iron). 1. Joint Type: a. For all pipe sizes, use restrained mechanical joint system. Provide follower gland using breakaway torque bolts to engage thrust restraint. 1) Minimum pressure rating same as connecting pipe. For fittings between dissimilar pipes, the minimum pressure rating is the lesser of the two pipes. 2) Suitable for buried service. 3) Joint restraint system to be field installable, field removable, and re -installable. b. Use of alternate restraint systems must be approved by the Jurisdictional Engineer. 2. Lined: Cement mortar lined according to AWWA C104 with asphalt coating. 3. Wall Thickness: Comply with AWWA C153. 4. Gaskets: Comply with AWWA C111. B. Flange Adapter: 1. Body: Ductile iron complying with ASTM A 536. 2. End Rings (Follower Rings): Ductile iron complying with ASTM A 536. 3. Gaskets: New rubber compounded for water service and resistant to permanent set. 4. Bolts and Nuts: High strength, low alloy corrosion resistant steel or carbon steel bolts complying with ASTM A 307. C. Pipe Coupling: Comply with AWWA C219. o 1. Center Sleeve (Center Ring): Steel pipe or tubing complyi .Wth� TM.n A 53 or ASTM A 512, or formed carbon steel with a mini y> of 30,000 psi. C -)-G — r'- �_. -<� m _fT1 A ,r7 CJ pppp CITY OF IOWA CITY WATER D RIBUTION - 02660 November 2016 5 of 19 2. End Ring (Follower Ring): Ductile iron complying with ASTM A 536, or steel meeting or exceeding the requirements of ASTM A 576, grade 1010- 1020. 3. Gaskets: New rubber compounded for water service and resistant top permanent set, 4. Bolts and Nuts: Stainless steel. 2.5 CONCRETE THRUST BLOCKS A. Use Iowa DOT Class C concrete. B. Comply with the contract documents for dimensions and installation of thrust blocks. Comply with SUDAS Figure 5010.101. 2.6 PIPELINE ACCESSORIES A. Polyethylene Wrap: 1. Comply with AWWA C105. 2. Provide tubes or sheets with 8 mil minimum thickness. B. Tracer System: Comply with Figures CIC -5010.102 through 105. 1. Tracer Wire: Blue in color. a. Solid Single Copper Conductor: 1) Size: #12 AWG 2) Insulation Material: Linear low-density polyethylene (LLDPE) installation suitable for direct burial applications. 3) Insulation Thickness: 0.045 inches, minimum. b. Bimetallic Copper Clad Steel Conductor: 1) Size: #12 AWG. 2) Rating: Direct burial. 3) Operating Voltage: 30 volts. 4) Conductivity: 21%. 5) Copper Cladding: 3% of conductor diameter, minimum. 6) Insulation Material: High density polyethylene. 7) Insulation Thickness: 0.030 inches, minimum. 2. Ground Rod: 3/8 inch diameter minimum, 60 inch steel rod uniformly coated with metallically bonded electrolytic copper. 3. Ground -rod Clamp: High-strength, corrosion -resistant copper alloy. 4. Splice Kit: See "Accepted Products for Water Distribution Materials." 5. Tracer Wire Station: Reference figures CIC -5010.102 through 105. N 2.7 SPECIAL GASKETS to a A. For soils contaminated with gasoline, use nitrile gaskets. m=i ..� B. For other soil contaminants, contact the Engineer for the required --a keG (— �r- 3.. m rr' 7 0 7c o0 D cn CITY OF IOWA CITY WATER DISTRIBUMN - 02660 November 2016 Page 6 of 19 Z8 SMALL WATER SERVICE PIPEAND APPURTENANCES A. Copper Tubing: No couplings or connections are permitted under paving. 1. Comply with ASTM B75 and ASTM B88. 2. Wall Thickness: Type K. 3. Packaging: Shall be in coils for sizes 3/4 -inch through 1 %z -inch, and in coils or straight pipe for size 2 -inch. B. Service Saddles: 1. Comply with ANSI/AWWA C800 and ASTM B62. 2. Pressure Rating: Equal, but not to exceed, 200 PSIG. 3. Body Composition: 85-5-5-5 cast brass 4. Strap: Wide band, 304L stainless steel with 304L stainless steel studs. 5. Nuts and Washers: 304 stainless steel, nuts supplied with fluorocarbon coating. 6. Threading: AW WA tap thread (CC thread). 7. Gaskets: Comply with section 2.7 of this specification. C. Corporation Valves: 1. Comply with ANSI/AWWA C800 and ASTM B62. 2. Pressure Rating: 300 PSIG maximum working pressure. 3. Body: "No lead brass" alloy, meeting ASTM B584. 4. Connections: Inlet shall be AW WA taper thread, outlet shall be conductive compression connection for CTS OD tubing. 5. Valve: Compression ball type. D. Ball Curb Valves: 1. Comply with ANSI/AWWA C800 and ASTM B62. 2. Pressure Rating: 300 PSIG maximum working pressure. 3. Body: "No lead brass" alloy, meeting ASTM B584. 4. Connections: Inlet and outlet shall be compression connection for CTS OD tubing. 5. Valve: Shall have a quarter tum check with fluorocarbon coated ball and stainless steel reinforced seat, and end pieces shall have o -ring sealed with double o -ring seals. E. Curb Box: 1. Comply with ANSI/AWWA C800. 2. Style: Arch pattern, slide style. 3. Length: 5 -foot box, 1 -foot telescope, shall telescope up and down inside the base casting. 4. Coating: Black dip inside and out. 5. Rod: 5/8 -inch diameter with small key -clamp welded to rod; st#19less steel road and cotter pin; 42 -inches long. - 22 F. Curb Box Lids: s n 1. All lids: a. Brass components shall conform to ASTM B62 and �M�S84, �7ri1S C83600-85-5-5-5 (latest revision). < a rn b. Lids shall be made of cast iron per ASTM A48, Clas . z c. Lid shall be coated with black dip. m 0 D � CITY OF IOWA CITY WATER DISTRHWTION - 02660 November 2016 Page 7 of 19 2. Regular applications: a. Shall be tapped 1 -inch with brass insert. b. Shall be 2 -hole Erie pattern with the "W" in a raised letter. 3. Cement applications: a. Shall be tapped with 1 -inch brass pentagon plug with word "Water" in raised letters. b. All pentagon brass plugs shall have a 27/32 -inch point to flat side. G. Straight Three -Part Unions: 1. Comply with ANSI/AW WA C800 and ASTM B62. 2. Body: "No lead brass" alloy, meeting ASTM B584. 3. Connections: Conductive compression connection for CTS OD on both ends. 4. Gripper band shall be stainless steel and overlap itself so no gasket material can get underneath. 5. Conductor spring shall provide metal to metal contact between copper tubing and the fitting for electrical conductivity. 6. Entire gasket shall be enclosed. 7. Fluorocarbon coating shall be on inside surface of nut. 8. Union pressure rating shall be greater than the valve or fitting with which it is used. H. Yard Hydrants: Shall be freezeless style. 2.9 NON -SHRINK GROUT Comply with Iowa DOT Materials I.M. 491.13. 2.10 VALVES A. General: 1. Valve Body: Manufacturer's name and pressure rating cast on valve body. 2. Direction of Opening: The opening direction is counterclockwise as viewed from the top. 3. Joints: a. For buried installations, use mechanical joints per AW WA C 111. Comply with 2.3 of this section for joint nuts and bolts. b. For installation within structures, flanged with dimensions and drillings according to AW WA C 110 or ANSI B 16.1 class 125. 4. Valve shall have been manufactured within 5 years of installation date. B. Gate Valves: 1. Standards: Comply with AW WA C509 (gray iron or ductile iron) and NSF 2. 61. +.+ Stem Seals: Double O -rings permanently lubricated betw9a sealE `-> Lubricant certified for use in potable water. a 3. External Bolts and Hex Nuts: Stainless steel according tolt&;V 240,.. E ' Type 304. CITY OF IOWA CITY WATF RIHt5ION - November 2016 - D c -n 8 of 19 O C. Butterfly Valves: 1. Standards: Comply with AWWA C504 class 150B or class 250B (gray iron or ductile iron) and NSF 61. 2. Stem: Stainless steel according to ASTM A 240, Type 304, turned, ground, and polished. 3. For Seat on Body Valves: a. Disc: Ductile iron or gray iron with plasma applied nickel -chromium edge or stainless steel edge according to ASTM A 240, Type 316, and mechanically fixed stainless steel pins. b. Seat: Synthetic rubber compound mechanically retained to the body. 4. For Seat on Disc Valves: a. Disc: Ductile iron according to ASTM A 536 with synthetic rubber compound seat mechanically retained to the disc. b. Seat: Continuous Type 316 stainless steel seat. 5. External Bolts and Hex Nuts: Stainless steel according to ASTM A 240, Type 304. D. Tapping Valve Assemblies: 1. Tapping Valve: Gate valve complying with AWWA C509. 2. Sleeve: a. Minimum 14 gauge. b. Stainless steel according to ASTM A240, Type 304. Full-body ductile iron may be allowed for specific installations. c. Minimum working pressure 150 psi. d. Must fully surround pipe. e. Flanged with dimensions and drillings according to AWWA CI10 or ANSI B16.1 class 125. 2.11 FIRE HYDRANT ASSEMBLY A. Material: Comply with AWWA C502. B. Manufacturers: See "Accepted Products for Water Distribution Materials." C. Fire hydrant assembly shall have been manufactured within 5 years of installation date. D. Features: 1. Breakaway Items: Stem coupling and flange. 2. Inlet Nominal Size: 6 inch diameter. 3. Inlet Connection Type: Mechanical joint. 4. Hose Nozzles: Two, each 2 1/2 inches in diameter, with caps attached with chains. 5. Direction of Opening: Clockwise. 6. Items to be specified: a. Operating nut: 1 Y2 inch, standard pentagon. b. Pumper nozzle one 4%2 -inch pumper nozzle. c. Nozzle threads: National Standard Hose Threads. o d. Main valve nominal opening size: 4.5 -inch on main smag Jan:32- inch in diameter, 5.25 -inch on main 12 -inch and larger c -)-C— Z;r) c r CITY OF IOWA CITY WATER M9RUTJW. 02fln November 2016 ' 9 plge 0��9 co D- En E. Painting: 1. Shop coating according to AWWA C502. 2. Color: Safety Red, unless otherwise indicated by the Water Division. F. External Bolts and Hex Nuts: Stainless steel according to ASTM A193, Grade B8. G. Gate Valve: Comply with this section. H. Pipe and Fittings: Comply with this section. 2.12 APPURTENANCES A. Flushing Device: As specified in the contract documents. B. Valve Box: 1. Applicability: For all buried valves. 2. Manufacturer: See "Accepted Products for Water Distribution Materials." 3. Type: Slip (slide) type. 4. Material: Gray iron. 5. Cover: Gray iron, labeled "WATER" 6. Wall Thickness: 3/16 inch, minimum. 7. Inside Diameter: 5 inches, minimum. 8. Length: Adequate to bring top to finished grade, including valve box extensions, if necessary. 9. Factory Finish: Asphalt coating. 10. Valve Box Centering Ring: Include in installation. C. Valve Stem Extension: Provide as necessary to raise 2 inch operating nut to within 5 or 6 feet of the finished grade. Stem diameter according to valve manufacturer's recommendations, but not less than 1 inch. Shall be stainless steel. D. Stainless Steel Repair Clamps: 1. Comply with AW WA C230. 2. All stainless steel, single section, double section, or triple section; depending upon size of main. 3. Shall have stainless steel bolts and nuts. 2.13 LUMBER A. Lumber for bracing or supports shall be hardwood. (i.e. oak, maple). Do not use creosoted lumber in contact with piping materials. 2.14 WATER A. Reasonable amounts of water will be provided for use in the final operations of water main flushing, disinfecting and testing. Prior notice must be given to the Water Division. B. Contractor will not be charged for the water used as long as there is reaso4ible care to control and conserve the rate and volume used. If there is wastEpr cariMssness, Contractor will be charged for water. co m CITY OF IOWA CITY WATER UT& -020 November 201.6 D Page 10 of 19 ch O 2.15 DISINFECTIONAGENT - CHLORINE A. Liquid Chlorine complying with AWWA B300 and AWWA B301. B. Sodium Hypochlorite complying with AWWA B300. C Calcium Hypochlorite complying with AWWA B300. D. All disinfecting agents to be NSF 60 certified. Supply and store in the original container. PART 3 EXECUTION 3.1 REFERENCESAND DOCUMENTS 3.2 A. Contractor must have all required documents on the site before commencing with the work. Water mains, valves, hydrants, and special fittings shall be installed in the locations shown on the plans or as directed by the Engineer. B. Valves, fittings, hydrants and ductile -iron pipe shall be installed in accordance with ANSI/AWWA C600 except as noted herein. C. PVC pipe must be fumished and installed in accordance with AWWA M23 and ANSIIAWWA C605 except as noted herein. D. Contractor must prepare and retain a set of "as -built" drawings on the job site with accurate and current information on the location of all valves, pipe and special construction features. Survey or GPS points are accepted, but not in lieu of, written as -built information. Minimum information required for submittal to the Water Division: 1. Pipe size and material; length of pipe between fittings (center -to -center) 2. Fitting type, size, restraint type, note if installed vertically or horizontally 3. Tracer wire box locations 4. Any changes in pipe depth, and where the main is buried greater than 7 feet or less than 5 feet 5. Any special fittings or construction materials E. Contractor shall have all buried utilities located by the Iowa One -Call Utility Location service and shall do exploratory excavation as necessary to determine specific conflicts between existing utilities and new water main. PIPE INSTALLATION a General: I . Do not use deformed, defective, gouged, or otherwise damaged pipes or fittings. 2. Keep trench free of water. Clean pipe interior prior to placement in the trench. 3. Clean joint surfaces thoroughly and apply lubricant approved for use with potable water and recommended by the manufacturer. - 4. Push pipe joint to the indication line on the spigot end of the pipl&efore making any joint deflections. o `� CITY OF IOWA CITY November 2016 s cl 'ER�rRI�CION �R..1 -02660 _ tyPage l co D� (n 5. Limit joint deflections to one degree less than pipe manufacturer's recommended maximum limit. 6. Tighten bolts in ajoint evenly around the pipe. 7. Install concrete thrust blocks on all fittings 12 -inch in diameter or larger as calculated by the design engineer (comply with SUDAS Figure 5010.101). For fittings resulting in any changes in the horizontal alignment, vertical alignment, or cross-sectional area of the pipe, install restrained joints within length(s) designated by the design engineer. When specified in the contract documents, install both concrete thrust blocks and restrained joints as designed. Follow Figures CICAC.1, CIC -4C.2, and CIC - 5020.201 for thrust restraint requirements for fire hydrant assemblies. 8. Keep exposed pipe ends closed with rodent -proof end gates at all times when pipe installation is not occurring. 9. Close the ends of the installed pipe with watertight plugs during nights and non -working days. 10. Do not allow any water from the new pipeline to enter the existing distribution system piping until testing and disinfection are successfully completed. 11. Pipe bedding and backfill, and trench width within the pipe envelope, shall conform to the plans or as directed by the Engineer. B. Additional requirements for DIP installation: 1. Utilize full-length gauged pipe for field cuts. Alternatively, field -gauge pipe selected for cutting to verify the outside diameter is within allowable tolerances. 2. Cut the pipe perpendicular to the pipe barrel. Do not damage the cement lining. Bevel cut the ends for push -on joints according to the manufacturer's recommendations. 3. Encase all pipe, valves, and fittings with polyethylene. C. Additional requirements for PVC pipe installation: 1. Cut the pipe perpendicular to the pipe barrel. Deburr and bevel cut spigot end of the pipe barrel to match factory bevel. Re -mark the insertion line. 2. When connecting to shallow -depth bells, such as on some cast iron fittings or valves, cut the spigot end square to remove factory bevel. Deburr the end and form a partial bevel on the end. 3.3 POLYETHYLENE ENCASEMENT INSTALLATION A. Apply two layers of polyethylene encasement to buried ductile iron pipe and to buried fittings, fire hydrants, and appurtenances. The polyethylene encasaent is used to prevent contact between the pipe and the bedding materiQLbut TIM not be airtight or watertight. C:) v B. Install polyethylene encasement according to AWWA C105, usiltes�r flat sheets, and pipe manufacturer's recommendations. C) C. Do not expose the polyethylene encasement to sunlight for long s before m a installation. o 0 CO CITY OF IOWA CITY WATER$TRIBUTION - 02660 NovemberZ016 *e 12 of 19 3.4 3.5 D. Remove all lumps of clay, mud, cinders, etc. on the pipe surface before encasing the pipe. Take care to prevent soil or bedding material from becoming trapped between the pipe and polyethylene. E. Lift polyethylene -encased pipe with a fabric -type sling or padded cable. F. Secure and repair encasement material using polyethylene tape, or replace as necessary. G. If existing polyethylene encasement is cut away for additional work, exposed area shall be rewrapped to ensure no metals are exposed to bedding material. TRACER SYSTEM INSTALLATION A. Install with all buried water main piping. Comply with Figures CIC -5010.102 through 105 for tracer wire installation. B. Begin and terminate the system at all connections to existing mains. C. Install wire continuously along the ten or two position of the pipe. Do not install wire along the bottom of the pipe. Attach wire to the pipe at the midpoint of each pipe length; use 2 -inch wide, 10 mil thickness polyethylene pressure sensitive tape. D. Install splices only as authorized by the Engineer. Allow the Engineer to inspect all below grade splices of tracer wire prior to placing the backfill material. E. Install ground rods adjacent to connections to existing piping and at locations specified in Figures CIC -5010.102 through 105 and Figures CIC -4C.1 and CIC - 4C.2. Ground rods must have direct contact with native soil/undisturbed ground. F. Bring two wires to the surface at each fire hydrant location and terminate with a tracer wire station (comply with Figure CIC -5010.102 and CIC -5010.105). G. Final inspection of the tracer system will be conducted by the Water Division at the completion of the project and prior to acceptance by the owner. Verify the electrical continuity of the system. Repair discontinuities. H. A minimum of 18 inches of wire slack at every tracer wire terminal box lid shall be installed. I. Every splice along the tracer wire shall have a minimum of 18 inches of wire slack added to the line. J. No uninsulated wire shall be installed along any length of run or at splice points. All exposed wire shall be mended as directed by Water Division personnel, and all splices shall include dielectric grease. K. Ground rods should be placed 6 to 10 inches from the pipe and not make contact with any part of the water system or any other utility. LOCATION, ALIGNMENT, SEPARATION & GRADE A. B. C. November 2016 No water pipe shall pass through or come in contact with any part 49a sewer manhole. o Should physical conditions exist such that exceptions to this standt!AlreZcessat the design engineer must detail how the sewer and water main art e caginedfetr to provide protection equal to that required by these sections. —tc) CD r Sewers constructed of standard sewer materials shall not be laid vn 7 f et oM CITY of IOWA CITY WAT p�IR[BIION - Th666 (jfage 13 of 19 public well or 50 feet of a private well, Sewers constructed of water main materials may be laid within 75 feet of a public well and within 50 feet of a private well but no closer than 25 feet of either. D. Horizontal Separation of Gravity Sewers from Water Mains: 1. Separate gravity sewer mains from water mains by a horizontal distance of at least 10 feet unless: • The top of a sewer main is at least 18 inches below the bottom of the water main, and • The sewer is placed in a separate trench or in the same trench on a bench of undisturbed earth at a minimum horizontal separation of 3 feet from the water main. 2. When it is impossible to obtain the required horizontal clearance of 3 feet and a vertical clearance of 18 inches between sewers and water mains, the sewers must be constructed of water main materials meeting the requirements set forth in this section. However, provide a linear separation of at least 2 feet. E. Separation of Sewer Force Mains from Water Mains: Separate sewer force mains and water mains by a horizontal distance of at least 10 feet unless: 1. The force main is constructed of water main materials meeting a minimum pressure rating of 150 psi and the requirements of Section 02260, 2.2 and 2. The sewer force main is laid at least 4 linear feet from the water main. F. Separation of Sewer and Water Main Crossovers: 1. Vertical separation of sanitary and storm sewers crossing under any water main should be at least 18 inches when measured from the top of the sewer to the bottom of the water main. If physical conditions prohibit the separation, the sewer may be placed not closer than 6 inches below a water main or 18 inches above a water main. Maintain the maximum feasible separation distance in all cases. The sewer and water pipes must be adequately supported and have watertight joints. Use a low permeability soil for backfill material within 10 feet of the point of crossing. 2. Where the sanitary sewer crosses over or less than 18 inches below a water main, locate one full length of sewer pipe of water main material so both joints are as far as possible from the water main. 3. Where the storm sewer crosses over or less than 18 inches below a water main, locate one full length of sewer pipe of water main material or reinforced concrete pipe (RCP) with flexible O-ring gasket joints so both joints are as far as possible from the water main. G. Surface Water Crossings: Comply with the Recommended Standards for Water Works, 2012 Edition. I. Above -water Crossings: Ensure the pipe is adequately supported gid anchored; protected from vandalism, damage, and freezing and accessible for repair or replacement. £ z`0 2. Underwater Crossings: Provide a minimum cover of 5 fe4v t} pipe" unless otherwise specified in the contract documents. Wholopssl�tg wafer courses that are greater than 15 feet in width, provide the focw.ry M ' a. pipe with flexible, restrained, or welded watertight joinlm 0 Q CITY OF IOWA CITY WATER:AISTRIBLW*N • 02660 November 2016 Oke 14 of 19 b. valves at both ends of water crossings so the section can be isolated for testing or repair; ensure the valves are easily accessible and not subject to flooding, and c. permanent taps or other provisions to allow insertion of a small meter to determine leakage and obtain water samples on each side of the valve closest to the supply source. 3.6 VALVES A. Set valves on precast concrete bases. B. All valves connected to pipe 4 -inch diameter and larger shall be restrained to the pipe. C. Valve boxes should be centered over valve operating nut and run straight and true (not angled). D. Valve boxes set in paving shall not be installed with an expansion joint. 3.7 FIRE HYDRANT A. Install according to Figure CIC -5020.201. B. Fire hydrant valve is positioned adjacent to the water main; attach it to an anchor tee. C. Fire Hydrant Depth Setting: 1. Use adjacent finished grade to determine setting depth. 2. Set bottom of breakaway flange between 2 and 5 inches above finished grade. 3. If finished grade is not to be completed during the current project, consult with the Engineer for proper setting depth. D. Coordinate installation with tracer wire installation. E. Orient fire hydrant nozzles as directed by the Engineer or Inspector. 3.8 TAPPED CONNECTIONS UNDER PRESSURE A. Follow manufacturer's installation instructions. B. Tapping mains for new connections 1 -inch to 12 -inch in diameter shall be done by the Water Division. This includes connections made on public and private mains. C. A new and site specific tapping application must be prepared for each tap regardless of size, and submitted to the Water Division. The tapping application must be completed and include location, name, and address of water customer, schematic drawing, and materials of construction. 3.9 ,W4TERMAINOPERATIONS A. B. C. November 2016 All work which involves operating the active public water distr -require the notice, consent, approval, and assistance of the Water An accurate and legible copy of the "as -built" drawings must be Division office prior to using the water supply. If requested by the City, the contractor will work with Water Di _ _o C) ySWwiml P01- . -- :M@4n tlw Watr 3. Anel e w CITY OF IOWA CITY WATER I'M9 RBVq{djJ - 02660 Page 15 of 19 submit a plan for initial operations and a plan for final operations to the Water Division for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, flushing and testing operations. The purpose of both plans is to minimize the impact of service interruptions and pressure and flow variations on the water distribution system and existing customers. PART 4 DISINFECTION AND TESTING FOR POTABLE WATER SYSTEMS 4.1 GENERAL A. Upon completion of a newly installed water main or when repairs to an existing water system are made, the main shall be disinfected according to instructions listed in ANSI/AWWA C651 and the following specifications. B. As stated in the AW WA C651, "the final water quality test is not the primary means for certifying the sanitary condition of a main." If large amount of sediment, or any foreign material (sod, wood, plastic, etc.), is found during the testing of a pipe, all testing shall cease. The pipe shall be disconnected and cleaned out, and the Jurisdictional Engineer or their representative shall verify the pipe is clean before testing can resume. Foreign matter in a pipe automatically constitutes a failed test. C. Any time a water pipe is repaired, a minimum regime of flushing the pipe and taking one bacteriological sample will be required for testing purposes. 4.2 SCHEDULING AND CONFLICTS A. Notify the City Inspector or Water Division two working days in advance of testing or disinfection operations to coordinate the operations. B. The Engineer or his/her representative is required to be in attendance during testing or disinfection. C. Entire testing sequence for a segment shall be completed within an appropriate timeframe. If testing sequence for a segment, including tracing, is not satisfactorily completed within two (2) weeks from initial disinfection, testing sequence for segment shall start over from initial disinfection. Testing schedules for other segments may be affected. D. Testing shall not commence until all components are installed correctly (including tracing system), and an as -built and completed materials list are submitted for review. N 0 4.3 SEQUENCE OF TESTING AND DISINFECTION :*52 'n C-1 Perform operations according to AW WA C651 in the sequence below. lAssfivy (� complete each operation before continuing to the next operation. All m§ajs asm 'bacteriological testing before pressure testing is allowed. Testing segma novlonger than 1200 feet along one main. All legs/lateral mains shall be tesWate CITY OF IOWA CITY WATER DISTRIBUMN . 02660 November 2016 Page 16 of 19 segments. Long main lines over 1200 feet in length shall be tested in discrete testing segments, and adjoining in-line testing segments shall not be tested together in any manner. Water mains must pass all testing before any main or service taps are allowed. A. Tablet Method (Concurrent with Water Main Installation): I . Perform disinfection. 2. Flush after disinfection. 3. Perform bacteria tests. 4. Perform pressure and leak testing. B. Continuous -Feed or Slug Method (After Water Main Installation): Use this method only if approved by the Jurisdictional Engineer. The sequence of testing and disinfection may be modified with approval of the Jurisdictional Engineer. 1. Perform initial flush. 2. Perform disinfection. 3. Flush after disinfection. 4. Perform bacteria tests. 5. Perform pressure and leak testing. 4.4 DISINFECTION A. General: 1. Disinfect according to AWWA C651. 2. Keep piping to be chlorinated isolated from lines in service and from points of use. 3. Coordinate disinfection and testing with the Inspector. 4. Obtain and test water samples, unless otherwise provided by the Jurisdictional Engineer. B. Procedure: 1. Induce a flow of potable water through the pipe. 2. Introduce highly chlorinated water to the pipe at a point within 5 pipe diameters of the pipe's connection to an existing potable system, or within 5 pipe diameters of a closed end, if there is no connection to an existing system. 3. Introduce water containing a minimum of 25 mg/L free chlorine until the entire new pipe contains a minimum of 25 mg/L free chlorine. 4. Retain chlorinated water in the pipe for at least 24 hours and no more than 48 hours. 5. After 24 hours, a detectable free chlorine residual of A) greater than or equal to 0.2 mg(L for the tablet method or B) greater than or equal to 10 mg/L for the continuous feed method shall be found at each sample point. N 4.5 FLUSHING ='_ O Z a A. Flush pipe using potable water until chlorine residual equals that ex33. potable water system. n—E _ co r CITY OF IOWA CITY WATER �,IBU N - November 2016 D Fd-ge 17 V Vi B. Dispose of chlorinated water to prevent damage to the environment. Dechlorinate highly chlorinated water from testing before releasing into the ground or sewers. Obtain Jurisdiction approval prior to flushing activities. 1. Check with the local sewer department for the conditions of disposal to the sanitary sewer. 2. Chlorine residual of water being disposed will be neutralized by treating with one of the chemicals listed in the following table. Table 5030.02: Amounts of Chemicals Required to Neutralize Various Residual Chlorine Concentrations in 100,000 Gallons of Water Residual Chlorine Concentration m Sulfur Dioxide (SO2) Ib Sodium Bisulfite (NaHS03) Ib Sodium Sulfite (Na2SO3) lb Sodium Thiosulfate (Na2S203 + 5H2O) Ib Ascorbic Acid (C608H6) Ib 1 0.8 1.2 1.4 1.2 2.1 2 1.7 2.5 2.9 2.4 4.2 10 1 8.3 1 12.5 1 14.6 12.0 20.9 50 141.7 62.6 73.0 60.0 104 4.6 BACTERIOLOGICAL TESTING Test water mains according to AW WA C651. After water has sat in the testing segment for 24 hours without water use, and without flushing the pipe, two sets of samples shall be taken 15 minutes apart while the sampling taps are left running. If the initial disinfection procedure fails to produce satisfactory bacteriological results, or if other water quality is affected for any reason, the system shall be reflushed and resampled. If the check samples fail, the system shall be rechlorinated and testing repeated. 4.7 PRESSURE AND LEAK TESTING A. Secure unrestrained pipe ends against uncontrolled movement. B. Isolate new piping from the existing water system. C. Fill and flush all new piping with potable water. Ensure all trapped air is removed. D. Pressurize the new pipe to the test pressure at the highest point in the isolated system. Do not pressurize to more than 5 psi over the test pressure at the highest point in the isolated system. 4--E. Test and monitor the completed piping system at 1.5 times the system working pressure or 150 psi, whichever is greater, for 2 continuous hours. F. If the measured pressure loss does not exceed 5 psi, and the pressure does lot drop below 150 psi, the test will be considered acceptable. E; G. Repair all visible leaks regardless of test. H. Addition of makeup water is not allowed. a "� �x CC) O CITY of IOWA crrY WATER &MMUTI�(J - 02660 November 2016 Raw 18 of 19 4.8 SYSTEM TRACE A. All tracer wire terminal boxes shall be to grade, located appropriate distance from hydrant/valve, and with tracer wire correctly attached. A Water Division locator shall complete a trace of the new pipe(s), including connections to existing main. Any tracing deficiencies noted by the locator shall be corrected and retraced until the entire system traces out correctly. 4.9 SYSTEMS CHECK A. Valve Operations: All valves shall be located and tested to verify operation. Remove the valve box lid, insert the valve key and open and close each valve. B. Hydrant Operations: I. After the hydrant has been installed and the main and hydrant have been pressure tested, each hydrant shall be flushed and checked for proper operation. 2. After hydrant has been flushed, close it and check for drainage. This is done by placing a hand over the nozzle opening and checking for a vacuum. Then check the hose thread for proper fit. 3. Replace nozzle cap, then open hydrant again and inspect all joints for leaks. 4.10 PUTTING WATER MAIN INSERVICE The Water Division shall put the completed water system in service only after system has satisfactorily passed all testing and documentation requirements. Novemba 2016 CITY OF IOWA CRY WATER DISTRIBUTION - 02660 Page 19 of 19 N O A m 0 CITY OF IOWA CRY WATER DISTRIBUTION - 02660 Page 19 of 19 City of Iowa City Water Division Accepted Products for Water Distribution Materials (Revised November 2016) WATER PIPE: (Ductile) ANSI/AWWA – A21.51/C151 American, McWane, U.S. Pipe WATER PIPE: (PVC) AWWA - C900 Pressure Class 150, DR 18 CertainTeed Certa-Lok C900/RJTM for directionally bored piping or restrained joint piping Amarillo Fast -Grip; McWane Sure Stop 350; SRP Barracuda; U.S. Pipe Field Lok 350 MECHANICAL .JOINT RESTRAINT DEVICE: With NSS Cor -Blue Nuts & Bolts EBAA 1100, and 2000 PV; Tyler Union TUFGrip 1000, 10005, 1500, 2000, and 20005 Clow, Romac Wide Range Tyler Union, U.S. Pipe TAPPING SLEEVE: (Full Body Ductile Iron) Stainless Steel and/or NSS Cor -Blue Nuts & Bolts American Flow Control -Series 2800, Kennedy, Mueller -H615, Tyler Union TAPPING SLEEVE: (Stainless Steel with 304"' Stainless Steel Flange) Cascade CST -EX, Ford FAST, JCM-432, Mueller H304, Romac SST, Smith -Blair 665, TPS Triple Tap Series TS Clow F-2640, Kennedy 8571 SS, Mueller A-2362-20, U.S. Pipe USP2-23 without accessories, U.S. Pipe USP2-20 with accessories Clow, DeZurik, GAV 800 Series, Kennedy, M & H, Mueller, Pratt, Val -Matic Clow F-2640, Kennedy 8950 SS, Mueller T-2362-16, U.S. Pipe A-USP2-16 VALVE BOX: (Silo Type) Star Pipe VB -0007; Tyler Union Series 6855 & Item 666A, Range 51" to 71" VALVE BOX CENTERING RING: Adaptor, Inc Valve Box Adaptor II sey s IT, and Larger) S'-"` m j— American Darling Mark 73-5, American Darling B -84-B-5, Clow F-2545 Medalith all suss steel shaft, Mueller Super Centurion o s 0 5� co cn 0 STAINLESS STEEL REPAIR CLAMP: With Stainless Steel Nuts & Bolts Ford FS 1, Romac SS 1, Smith -Blair 261 Standard solid black sleeve: Griffin, Tyler Union 5-1442 Bolted straight coupling: Hymax Coupling, Romac Style 501, Romac Alpha Wide Range Restrained Coupling, Romac Macro HP Two -Bolt Coupling, Smith -Blair Top Bolt 421, Smith -Blair 441 TRACER WIRE TERMINAL BOX (DAYLIGHT BOX): Copperhead SnakePit LDI4BTP, CDI4BTP, RBI4BTP; DWS #TWABADJ18 TRACER WIRE CONNECTOR: Blue in Color Copperhead Industries Snake Bite Corrosion Proof Wire Connector LSC 1230B, Twister DB Plus Wire Connector TRACER WIRE: Blue in Color Copperhead, Kris Tech FREEZELESS YARD HYDRANT: Woodford Mfg Iowa Model Y34 and YI SERVICE SADDLE: ANSI/AWWA — C800 AY McDonald 3845, Ford 202BS, Smith -Blair 325 CORPORATION VALVE: ANSI/AWWA C800, Compression Ball Type AY McDonald 74701BQ, Mueller B -25008N BALL CURB VALVE: ANSIIAWWA C800. Compression Connection for CTS OD Tubing (both ends AY McDonald 761000, Mueller B25209N CURB BOX: ANSI/AWWA C800, Arch Pattern, 5 -foot Length (Telescope 1400t), Slide Style, with 42" Stainless Steel Rod & Cotter Pin AY McDonald 5601 and 5603 with 566OSS CURB BOX LID: `W' or "Water" Label on Lid Cement Applications: AY McDonald 5607L All Other Applications: AY McDonald 5601L STRAIGHT 3 -PART UNION: ANSI/AWWA C800 N AY McDonald 74758Q, Mueller H -15403N, Universal Cambridge Coupler r a rh Mco o� = 0 November 2016 City o wa CiXWaler Division Accepted Products for Water Dist`abution Materials Page 2 POLLUTION PREVENTION PLAN This project is regulated by the requirements of the Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System (NPDES) General Permit No. 2 OR an Iowa Department of Natural Resources (DNR) National Pollutant Discharge Elimination System (NPDES) individual storm water permit. The Contractor shall carry out the terms and conditions of this permit and the Pollution Prevention Plan (PPP). This Base PPP includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, Inspection Requirements, Non -Storm Water Controls, Potential Sources of Off Right -of -Way Pollution, and Definitions. This plan references other documents rather than repeating the information contained in the documents. A copy of this Base Pollution Prevention Plan, amended as needed per plan revisions or by contract modification, will be readily available for review. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a source of potential pollution as defined in this PPP. 1. ROLES AND RESPONSIBILITIES A. Designer: 1. Prepares Base PPP included in the project plan. 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. 3. Signature authority on the Base PPP and NOI. B. Contractor/Subcontractor: 1. Affected contractors/subcontractors are co -permittees with the IDOT and will sign a certification statement adhering to the requirements of the NPDES permit and this PPP plan. Affected contractors/subcontractors are anyone responsible for sediment or erosion controls or involved in land disturbing activities. All co -permittees are legally required under the Clean Water Act and the Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. N O 2. Submit an Erosion Control Implementation Plan (ECIP) according to Specificatiorg5ectioU2602 and any additional plan notes. 3. Install and maintain appropriate controls. —4C') 4. Supervise and implement good housekeeping practices. = `Ft . = m 5. Conduct joint required inspections of the site with inspection staff. ao 0 SWPP - 1 U1 0 O:\Projects\IAC 030616020\Cler\.Spec�caEona\Contract Documenisl4ttachment-SWPPP.docx 3/1012017 6. Comply with training and certification requirements of Specifications Section 2602. 7. Signature authority on Co -Permittee Certification Statements and storm water inspection reports. C. RCE/Inspector: 1. Update PPP whenever there is a change in design, construction, operation or maintenance, which has a significant effect on the discharge of pollutants from the project. 2. Maintain an up-to-date record that identifies contractors and subcontractors as co -permittees. 3. Make these plans available to the DNR upon their request. 4. Conduct joint required inspections of the site with the contractor/subcontractor. 5. Complete an inspection report after each inspection. 6. Signature authority on storm water inspection reports and Notice of Discontinuation (NOD). II. PROJECT SITE DESCRIPTION A. This Pollution Prevention Plan (PPP) is for the construction of Davenport Brick Street Improvements. B. This PPP covers approximately Two (2) acres with an estimated Two (2) acres being disturbed. The portion of the PPP covered by this contract has Two (2) acres disturbed. C. The PPP is located in an area of M 162 - Downs silt loam, silty clay loam, till plain, 2 to 5 percent slopes, Hydrologic Soil Group C. The estimated weighted average runoff coefficient number for this PPP after completion will be 0.8. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: 1. Drainage patterns — Plan and Profile sheets and Situation plans. 2. Proposed Slopes — Cross Sections. 3. Areas of Soil Disturbance —construction limits shown on Plan and Profile sheets. 4. Location of Structural Controls —Tabulations on C sheets. 5. Locations of Non-structural Controls —Tabulations on C sheets. 6. Locations of Stabilization Practices —generally within construction limits shown on Plan anggrofile sheets. n 7. Surface Waters (including wetlands) — Project Location Map and Plan and Profile shoR 9 B. Locations where storm water is discharged — Plan and Profile sheets. C.) —< ao ao D rs SWPP -2 0:1Projects\IAC 0306160201CIer\Specftabons\Contmct DocumenWAMchment-SWPPP.dmx 3/1012017 E. The base site map is amended by contract modifications and progress payments (fieldbook entries) of completed erosion control work. Also, due to project phasing, erosion and sediment controls shown on project plans may not be installed until needed, based on site conditions. For example, silt fence ditch checks will typically not be installed until the ditch has been installed. Installed locations may also be modified from tabulation locations by field staff. Installed locations will be documented by fieldbook entries. F. Runoff from this work will flow into Iowa River. III. CONTROLS A. The contractor's ECIP specified in Article 2602.03 for accomplishment of storm water controls should clearly describe the intended sequence of major activities and for each activity define the control measure and the timing during the construction process that the measure will be implemented. B. Preserve vegetation in areas not needed for construction. C. Sections 2601 and 2602 of the Standard Specifications define requirements to implement erosion and sediment control measures. Actual quantities used and installed locations may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries or by contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will be paid for according to Article 1109.03 paragraph B. 1. EROSION AND SEDIMENT CONTROLS a. Stabilization Practices 1) Site plans will ensure that existing vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. 2) Stabilization practices shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased. 3) Temporary stabilizing seeding shall be completed as the disturbed areas are constructed. If construction activity is not planned to occur in a disturbed area for at least 21 days, the area shall be stabilized by temporary seeding or mulching within 14 days. 4) Permanent and Temporary Stabilization practices to be used for this project are located in the Estimated Project Quantities (100 -OA, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road Plans Tabulation. 5) Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. =3 O-.. SWPP-3 0,TrokC klAC_030616020\Cler\Spwftfi tonstContmct Oocuments\A t chment-SWPPP.d= 3/10/2017 x L� (77 O 6) Preservation of topsoil: Bid items to be used for this project are located in the Estimated Project Quantities (100 -OA, 100-3A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan. Additional information may be found in Tabulations in the C or T sheets of the plans or is referenced in Standard Specifications Section 2105. b. Structural Practices 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. Additionally, structural practices may include: silt basins that provide 3600 cubic feet of storage per acre drained or equivalent sediment controls, outlet structures that withdraw water from surface when discharging basins, and controls to direct storm water to vegetated areas. 2) Structural practices to be used for this project are located in the Estimated Project Quantities (100 -OA, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other item specific Tabulations. Typical drawings detailing construction of the devices to be used on this project can be found on the B sheets of the plans or are referenced in the Standard Road Plans Tabulation. c. Storm Water Management 1) Measures shall be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed. This may include velocity dissipation devices at discharge locations and along length of outfall channel as necessary to provide a non -erosion velocity flow from structure to water course. If included with this project, these items are located in the Estimated Project Quantities (100 -OA, 100-1A, or 100-1C) and Estimate Reference Information (100-4A) located on the C sheets of the plan, as well as all other item specific Tabulations. Typical drawings detailing construction of the practices to be used on this project are referenced in the Standard Road Plans Tabulation. The installation of these devices may be subject to Section 404 of the Clean Water Act. 2. OTHER CONTROLS a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal, sanitary sewer, or septic system regulations. In the event of a conflict with other governmental laws, rules and regulations, the more restrictive laws, rules or regulations shall apply. 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits to prevent tracking of sediments onto roadways. 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, storage, and use. No 3) Stockpile Management - Install controls to reduce or eliminate pollution of stom a erom ..n stockpiles of soil and paving. C-)-< - 4) Waste Disposal - Do not discharge any materials, including building materials, intuiwater42f r- the state, except as authorized by a Section 404 permit. —< rn SWPP-4X co 0:\ProlectsUAC_030616020\Clerl,Specifications\Contmat Documents\Attachment-SWPPPAtl� U1 W102017 5) Spill Prevention and Control - Implement procedures to contain and clean-up spills and prevent material discharges to the storm drain system and waters of the state. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide directions to truck drivers where designated washout facilities are located. Designated washout areas should be located at least 50 feet away from storm drains, streams or other water bodies. Care should be taken to ensure these facilities do not overflow during storm events. 7) Concrete Grooving/Grinding Slurry - Do not discharge slurry to a waterbody or storm drain. Slurry may be applied on foreslopes or removed from the project. 8) Vehicle and Equipment Storage and Maintenance Areas - Perform on site fueling and maintenance in accordance with all environment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids on site. Employ washing practices that prevent contamination of surface and groundwater from wash water. 9) Litter Management - Ensure employees properly dispose of litter. 10) Dewatering - Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off-site. Measures are also to be taken to prevent scour erosion at dewatering discharge point. 3. APPROVED STATE OR LOCAL PLANS During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at the time. IV. MAINTENANCE PROCEDURES The contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their capacity. V. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the contractor and the contracting authority at least otJM every seven calendar days. Storm water monitoring inspections will include: C All! s -v 1. Date of the inspection. C) < `� r 2. Summary of the scope of the inspection. :<F a m 3. Name and qualifications of the personnel making the inspection. o = 0 SWPP - 5 O:%ProjectsUAC 030616020\CIer\Specffc tions\Contract DmumentMAUChment-SWPPPAo 3110/2017 4. Review erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 5. Major observations related to the implementation of the PPP. 6. Identify corrective actions required to maintain or modify erosion and sediment control measures. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found within 3 calendar days of the inspection. VI. NON -STORM WATER DISCHARGES This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of patio blocks, Class A stone, erosion stone or other appropriate materials. This also includes uncontaminated groundwater from dewatering operations, which will be controlled as discussed in Section III of the PPP. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (ROW) POLLUTION Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will be conveyed and controlled per this PPP. VIII. DEFINITIONS A. Base PPP - Initial Pollution Prevention Plan. B. Amended PPP - May include Plan Revisions or Contract Modifications for new items, storm water monitoring inspection reports, and fieldbook entries made by the inspector. C. IDR - Inspector's Daily Report — this contains the inspector's daily diary and bid item postings. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or minimize contaminants from other types of waste or materials. Also called Best Management Practices (BMPs). E. Signature Authority - Representative from Designer, Contractor/Subcontractor, or RCE/Inspector authorized to sign various storm water documents. N _O O A-4 a � ..n .. r SWPP-6 _ 90. O: WrgectsVAC_030616020\ClerlSpecificabons\Contract Documents\Attachment-SWPPP.docx :I> 3/10/2017 cil CERTIFICATION STATEMENT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature Printed or Typed Name Signature Printed or Typed Name SWPP - 7 O:1Projects\IAC 03081fi020ICIerlSpecir tions\Cmtract Dwuments\Attachment-SWPPPAo 3/1012017 N O O rt a :< a v = Q D c -n SWPP - 7 O:1Projects\IAC 03081fi020ICIerlSpecir tions\Cmtract Dwuments\Attachment-SWPPPAo 3/1012017 N O � b 8!a�,- AN OTT OF 10w Cm DAVENPORT BRICK STREET RECONSTRUCTION PROJECT IOWA CITY, IA. CITY PROJECT N S3850 MEC PROJECT N 30616020 D 1110 - M� C L U R E • S No. CODE DESCRIPTION UNITQUANT" _ aD UNIT PRICE EXTENDED PRICE .EARTHWORK m coz c7 2.1 2010-108-C-0 CLEARING AND GRUBBING LS 1 $ 5.500.00 $ 5.500.00 2.2 2010-108-0-1 TOPSOIL, ON-SITE CY 384 $ 1000 $ 3840.00 2.3 2010.108-E-0 1EXCAVATION, CLASS 10 CY 1252 S 25.00 S 31 300.00 2.4 2010.108-G-0 ISUBGRADE PREPARATION, 5- SY 3640 5.00 18200.00 2.5 2010-108-1-0 ISUBBASE. MODIFIED, 12' SY 3640 15 14.00 50960.00 2.6 2010-108-L-0 COMPACTION TESTING LS 1 Is 5000.00 s 5000.00 3. TRENCH AND TRENCHLESS CONSTRUCTION 3.1 1 3010-108-F-0 TRENCH COMPACTION TESTING LS KIIIIIIIIIIII 1 5.000.00 $ 5000.00 IL SEWERS S DRAINS 4.1 4020 -10B -A-1 ISTORM SEWER, TRENCHED, RCP CLASS III. 15" CIA. LF - 155 72.00 11160.00 4.2 1 4020108-A-2 STORM SEWER, TRENCHED, RCP CLASS III, 24" CIA. LF 531 $ 97.00 51 507.00 4.3 4020-108-C-0 REMOVAL OF STORM SEWER PIPE, LESS THAN 36" LF 656 25.00 $ 18 400.00 0 / 4040.108-A-0 ISUBURAIN. LONGITUDINAL HOPE, 6' DIA. LF 1358 S 13.00 S 17854.00 4.5 1 4040.108-G4) ISUBDRAN CLEANOUT. HOPE. 6' DIA. EA 4 500.00 $ 2.000.00 4.6 1 4040-108-D-0 ISU80RAIN OUTLETS AND CONNECTIONS DIVE EA 11 300.00 $ 3.30000 . WATER MAINS ANDAPPURTENANCES 5.1 5010-108-A-1 11WATER MAIN, TRENCHED, DIP, 6" LF 100 65.00 $ � 6.500.00 5.2 5010.108-A-2 WATER MAIN TRENCHED DIP, 8' OF 360 S 75.00 27.00000 5.3 5010.108--1 FITTINGS LB 336 11.00 3.696.00 5.4 5010.108-D-0 WATER SERVICE STUB COPPER, 2' EA 7 1,500.00 10.500.00 5.5 5020-108-A-0 VALVE GATE, 6" EA 2 1200.00 $ 2400.00 5.6 5020.108-B-0 TAPPING VALVE ASSEMBLY 6' EA 1 11800.00 1,800.00 5.7 5020-108-B-1 TAPPING VALVE ASSEMBLY, 8" EA 1 2.300.00 2,300.00 5.8 5020-108 C-0 FIRE HYDRANT ASSEMBLY EA 2 5000.00 10000.00 59 5020-108-E-0 VALVE BOX ADJUSTMENT MINOR EA 6 500.00 3000.00 S. STRUCTURES FOR SANITARY & STORM 6.1 6010-108-A-0 MANHOLE SW401, 481N, EA 1 5,500.00 $ 5500.00 6.2 6010-108-A-1 MANHOLE SW401, 601N. EA 2 7,500.00 $ 15 000.00 6.3 6010.108-8-0 INTAKE TYPE SW -507. MODIFIED EA 1 S 5.000.00 S 5,000.00 6.4 6010-108-B-0 INTAKE TYPE SW -507 EA 3 4,500.00 $ 13.50000 6.5 6010.108-&1 INTAKE TYPE SW509EA 2 5200.00 $ 10.40000 6.6 6010.108-&2 INTAKE TYPE SW -541 EA 1 $ 5,500.00 $ 5,500.00 fi 7 6010-108-H-0 REMOVE MANHOLE EA 3 $ 750.00 $ 2 250.00 68 6010-108-H-1 REMOVE INTAKE EA 4 $ 75000 $ 3000.00 . STREETS S RELATED WORK 7,1 7010-108-A-0 PAVEMENT PCC. 9" BY 464 $ 55.00 $ 25520.00 7.2 7010-108-E-0 CURB AND GUTTER, 2.5'. 10" LF 1469 $ 27.00 39663.00 7.3 7010.108-X4) STD. or SHE PCC PAVEMENT CL C. CL 2 7' UNDER BRICK SURFACE BY 2397 $ 45.00 $ 107,865.00 7.4 7020.108-A-0 HMA BASE COURSE TON 130 S 95.00 $ 12.350.00 7.5 7020-108-B-0 HMA PATCH BY 71 50.00 $ 3,550.00 7.6 7030-108-A-0 REMOVAL OF SIDEWALK BY 693 10.00 6930.00 77 7030.108-A-0 REMOVAL OF DRIVEWAY BY 199 $ 14.00 2786.00 7.8 7030108-13-0 REMOVAL OF CURB LF 1452 S 8.00 S 11 616.00 7.9 7030-108-X-0 FLAT BRICK SURFACE REMOVE CLEAN SALVAGE BY 2755 29.00 $ 79895.00 7.10 7030.108-E-0 SIDEWALK, PCC, 61N, BY 418 $ 40.00 S 18120.00 7.11 7030.108-E-0 SIDEWALK, PCC, 41N. BY 318 45.00 $ 14310.00 7.12 7030.108-G-0 DETECTABLE WARNING. CAST IRON SF 283 40.00 11 320.00 7.13 7030-10&H-1 DRIVEWAY. PAVED. PCC 6 I BY 318 50.00 15900.00 7.14 7040-108-H-0 PAVEMENT REMOVAL BY 531 s 16.00 8496.00 7.15 9.1 7030-108-F-2 TYPE A BRICK SURFACE INSTALLATION 6 LANDSCAPING 9020-108-A-0 HYDRAULIC SEEDING. SEEDING, FERTILIZING AND MULCHING - PERMANENT LAWN BY AC 2444 0.5 s 72.00 350000 S $ 175968.00 1750.00 9.2 9030.108-A-0 PLANTS. TREE EA 8 400.00 $ 3200.00 9.3 9040-108-A-1 SWPPP PREPERATION LS 1 1.000.00 1000.00 9.4 9040.108-A-2 SWPPP MANAGEMENT LS 1 3,000.00 $ 3000.00 9.5 9040408-D-1 FILTER SOCKS, B IN. LF 473 2.00 946.00 9.6 9040-108--2 FILTER SOCKS, REMOVAL LF 473 0.50 S 236.50 9.7 9040-108-T-1 INLET PROTECTION DEVICE EA 13 25.00 325.00 9.8 9040-108-T-2 INLET PROTECTION DEVICE MAINTENANCE EA 13 5 10.00 9072-1 -A-O CONCRETE STEPS TYPE BE 12 1. MISCELLANEOUS 1 11 1 -1 -X TRAFFIC CONTROL LS 1 11.2 11010.10&A-0 CONSTRUCTION SURVEY LS 1 S 7.000.00 $ 7,000.00 11 1 1 -1 NCHARTE TILITIE ICONCRETEWASHQIIT LF 1 1 6 11020-108-A-0 MOBILIZATION LS 1 63,567.DO S 63,56700 11 121001 oralge .5 N O � r D • S n-< -ih _ aD �r rn zm m coz c7 m O WgWWG_NUa1NYNCYWUVFI: BRCa STIIFETB SO I W.BEFEKE EHFO./NO0FN. 1.11]917 0 N E I 4t IOWA CITY MAP xORlx IOWA STATE MAP No . IOWA CITY IOWA KHM BAV MEC 108#30616020 nNceaww. APRIL 2012 KRB n 01Pmiash\IAC 030616020\Desgn\PlonaUOl.dw 4/14/2011 10 58 AN DAVENPORT BRICK STREET RECONSTRUCTION PROJECT IOWA CITY, IOWA CITY PROJECT # S3850 PREPARED FOR CITY OF IOWA CITY SCALES: AS NOTED TRIS PROJECT IS COVERED BY THE IOWA DEPARTMENT OF NATURAL RESWRCES XPOES GENERAL PERMIT N0.2. THE CONTRACTOR SNALL W1RRY OUi ME TERNS ANO CONNnON30F GENERAL PERMIT No.2 LOCATION FOR PROJECT LOCATION MILES REFER TOSHFET 0.03 FOR STA15x25TO ST AIHOO.DAVENPORTSTREET MAP REFER TO SHEET A03 LIST OFUMT'LONTACTS 1 MILEAGE SUMMARY INDEX OF PLAN SHEETS No. DIV. LOCATION LIN.". MILES 3 STA15x25TO ST AIHOO.DAVENPORTSTREET JTS 11 1 STA 15H6 TO STA 1.19.OAVENPMTSTREET 623 0.030 QUANTITIES AND REFERENCE NOTES TOTAL 798 0.131 OHNSONCOUNTV ®lowAr ONE 6ELSM 14100-292-8989+. www.lowoonecall.com building strong �o McCLURE' UTILITIES FEE CONTRACTOR SHALL NOTIFY IOWA ONE CALL NO LEM THAN N HRS. IN ADVANCE OF ANY UGGWG OR UCAVATI N WHERE PUBM UTILITY FDTURES ARE SHOWN AS FASTING ON THE PUNS OR ENCOMTERED WFMIN THE CONSTRUCTION ARU, IT SHALL BE THE RESP ONSIBIUTY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF MY CONSTRUCTOWTHE CONTRACTOR $HALL AFFORD ACCESS TO THESE FACIUFFES FOR NECESSARY MONFICATION OF SERWCES. UNDERGROUND FACILITIES. STRUCTURES AND UTLRES HAVE BEEN PLOTTED FROM AVAILABLE SURVEY$ AND RECORDS, AND THEREFORE NEE LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT 15 POSSIBLE MERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR INOWN. IT R THE CONTRACTORS RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CL NIS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 1"0U=wn DAVENPORT BRICK STREET NoLiboM.l-5231) 319-626.9090 RECONSTRUCTION PROJECT TITLE SHEET kx 319-6264092 FILED 2017 APR 18 AH 8: SII - CITY CLERK IOWA CITY, IOWA CITY OF IOWA CITY APPROVED FOR CONSTRUCTION /1/-L� 1,51/7 JASON WIVEL, CT! ENGINEER OATS I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WASPREP ED BY ME OR UNDER MY DIRECT PEFIGMAL VISION AND THAT I AM A DULY LICEN6 EME:NAL ENGINEER UNDER TXE THE STATE OF IOWA. 1PpFE551 ry,. �)1��I� W� "l Y B. NO. I5]M �F��EE ••'E _ JEFFREY 5. BCHUG NY LICEN6 NO. 19 DECEMBER 31, 309 5306 PAGES OR SHEETS COVERED BY THIS REAL 0 IONA O AUSHEETS A.01 E INDEX OF PLAN SHEETS No. Description A01 TT E$HEET A.02 ION PROJECT LOCATMAP A.03 GENERALLEGEND A.M REMOVALS PIAN B.01.fl12 TYPICAL SEC110HS AND DETAILS CA1 -C.Do QUANTITIES AND REFERENCE NOTES CAI A.@ DAVENPORT STREET PUN AND PROFILE 0,01 REFERENCE TIES AND BENCHMARK$ N.01 MGM -0F -WAY AND EASEMENTS JAI.JAS TEMPORARYTRPFFM: CONTROL PIAN ANO OETNIS LOLLW EYSRSECTIONGEOMEMIO.STAKINGANDJOINTING M.01-N.OS STORM SEWER PUN AND PROFILE O.N-0.N WATERMAN PUN AND PRONE! $.BL SAS ACCESSIBLE RAMP DETAILS U.01 SWPPP UO2 GRADING AND EROSION CONTROL PUN IL01-A.N DAVENPORT STREET CROSS SECTIONS CITY OF IOWA CITY APPROVED FOR CONSTRUCTION /1/-L� 1,51/7 JASON WIVEL, CT! ENGINEER OATS I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WASPREP ED BY ME OR UNDER MY DIRECT PEFIGMAL VISION AND THAT I AM A DULY LICEN6 EME:NAL ENGINEER UNDER TXE THE STATE OF IOWA. 1PpFE551 ry,. �)1��I� W� "l Y B. NO. I5]M �F��EE ••'E _ JEFFREY 5. BCHUG NY LICEN6 NO. 19 DECEMBER 31, 309 5306 PAGES OR SHEETS COVERED BY THIS REAL 0 IONA O AUSHEETS A.01 E ,. o a w 1w u 'y !,�.JL 'u"'. �' s - , • '�' . -r _ :'� y. ,'°S 11 GRAPHIC SCALE am"& 616 MEW STREET FARGIILD STREET `r 7w PAIR �-i _ _ ... .ice .._ .� •,I.b R lie'- "�Il � a_ r w F Ar h y ( •, „ 11� t N"{r f J w __yam C tip 7 7 4 o;r 9 = _ _ ,. will 00 - a � _ -- ( E DAVENPORT STREET E. DAVENPORT STREET E.DAVENPORTSTREET E. DAVENPORT STREET f — i Y � _ �e d ►A lite AW U, ru N W IIl � 2 Q 7 n I y �Rfl n w _ k AL �'__.' ' •`' . 1 —1, _A 4—.m li 9fWi� E. BLOOMINGTON STREET E. BLOOMINGTON STREET _ E. BLOOMINGTON STREET T^' 01 AmiV, Alk K WACIIY.IOWA w ^ sxer w. KNM RAV 1910 Uniige. Lem DAVENPORT BRICK STREET MECIOBA00616030 Wnh LibeM.bw9,3319 e.e m•.m . ue M. xe.e. r _ building strong - ., RKONSTRUCTION PROJECT PROJECT LOCATION MAP nmw«w. APRIL 2017 61�/` L L I D C" 319.6:6-9Wo A.02 KRB ev - M 1. V ISL b. 319.636-9095 O:P�VAC_00061603010 wgyn n,A03.6w9 4/19!10193:43 W EXISTING e'ss 55 5"FM sF 4 JE onE RVw _ PROPOSED ss SANITARY SEWER MAIN UTILITY QUALITY SERVICE LEVELS: UTILITY QUALITY LEVELS ARE BASED ON THE CNASCE 3849 STANDARD SANITARY SEWER FORCE MAIN STORM SEWER MAIN OR CULVERT SECONDARY STORM SEWER MAIN SECONDARY STORM SEWER SERVICE SUBDRAINRILE WATER MAIN WATER SERVICE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC UNDERGROUND CABLE TV GAS MAIN OR SERVICE CONTOUR LINES INTERMEDIATE CONTOUR LINES INDEX PROPERTY LINE I LOT LINE RIGHT OF WAY LINE SECTION LINE EASEMENT GUARD RAIL FIELD FENCE CHAIN LINK FENCE WOODEN FENCE ROAD CENTERLINE GRADING LIMITS CONSTRUCTION LIMITS AG LINE WATERWAY FLMUNE TOP OF SLOPE BOTTOM OF SLOPE SILT FENCE UTILITY QUALITY LEVEL A: PRECISE HORQONTAL AND VERTICAL LOCAMN OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES. UTILITY QUALM LEVEL B: INFORMATION OBTAINED THROUGH THE APFIJCATK)N OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORQONTAL POSITION OF SUBSURFACE UTILITIES. UTILITY DUALITY LEVEL G INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVEGROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. EXAMPLES --- SANITARY SEWER AWN- QUALITY SERVICE LEVEL SANITARY SEWER AWN -QUALITY SERVICE LEVEL B ---- SANITARY SEWER MAIN- QUALITY SERVICE LEVEL SANITARY SEWER MAIN -QUALITY SERVICE LEVEL D GENERAL LEGEND EXISTING PROPOSED TOP B6 BACK OF CURB 0 SANITARY SEWER MANHOLE EP 0 SANITARY SEWER CLEANOUT FL FLOWLINE O AIR RELEASE MANHOLMRAIN MANHOLE UAC o[n w F FILL Aureon NeM rk Services STORM SEWER CLEANOUT Jeb Kb ko -jeR mbnscom mg am STORM SEWER INTAKE aE STORM SEWER BEEHIVE INTAKE Dai Hirhohy D- Fo 6 building buildin CerHu ink - ManagerEn Inaadn ICon Won FINE HYDRANT M9 Coll: 616399-61 WATER VALVE - B50 WATER VALVE MANHOLE C WkmoC -Water Y% CURBSTOP ., ]le'1]1"1� ® WATER METER MANHOLE - Ph: 319-356-5170 YARD HYDRANT ® ELECTRIC MANHOLE I VAULT b De N lvt of Trans n 0 D ELECTRIC PEDESTAL I TRANSFORMER 0 D --------------- OUTDOOR ELECTRIC POWER OUTLET ac O UTILITY QUALITY SERVICE LEVELS: UTILITY QUALITY LEVELS ARE BASED ON THE CNASCE 3849 STANDARD SANITARY SEWER FORCE MAIN STORM SEWER MAIN OR CULVERT SECONDARY STORM SEWER MAIN SECONDARY STORM SEWER SERVICE SUBDRAINRILE WATER MAIN WATER SERVICE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE UNDERGROUND FIBER OPTIC UNDERGROUND CABLE TV GAS MAIN OR SERVICE CONTOUR LINES INTERMEDIATE CONTOUR LINES INDEX PROPERTY LINE I LOT LINE RIGHT OF WAY LINE SECTION LINE EASEMENT GUARD RAIL FIELD FENCE CHAIN LINK FENCE WOODEN FENCE ROAD CENTERLINE GRADING LIMITS CONSTRUCTION LIMITS AG LINE WATERWAY FLMUNE TOP OF SLOPE BOTTOM OF SLOPE SILT FENCE UTILITY QUALITY LEVEL A: PRECISE HORQONTAL AND VERTICAL LOCAMN OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES. UTILITY QUALM LEVEL B: INFORMATION OBTAINED THROUGH THE APFIJCATK)N OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORQONTAL POSITION OF SUBSURFACE UTILITIES. UTILITY DUALITY LEVEL G INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVEGROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. EXAMPLES --- SANITARY SEWER AWN- QUALITY SERVICE LEVEL SANITARY SEWER AWN -QUALITY SERVICE LEVEL B ---- SANITARY SEWER MAIN- QUALITY SERVICE LEVEL SANITARY SEWER MAIN -QUALITY SERVICE LEVEL D GENERAL LEGEND EXISTING PROPOSED TOP B6 BACK OF CURB 0 SANITARY SEWER MANHOLE EP 0 SANITARY SEWER CLEANOUT FL FLOWLINE O AIR RELEASE MANHOLMRAIN MANHOLE UAC o[n STORM SEWER MANHOLE F FILL Aureon NeM rk Services STORM SEWER CLEANOUT Jeb Kb ko -jeR mbnscom mg am STORM SEWER INTAKE 0 STORM SEWER BEEHIVE INTAKE Dai Hirhohy D- FLARED END SECTION building buildin CerHu ink - ManagerEn Inaadn ICon Won FINE HYDRANT Den Shea Coll: 616399-61 WATER VALVE - ® WATER VALVE MANHOLE C WkmoC -Water Y% CURBSTOP ., ]le'1]1"1� ® WATER METER MANHOLE - Ph: 319-356-5170 YARD HYDRANT ® ELECTRIC MANHOLE I VAULT b De N lvt of Trans n CJ ELECTRIC PEDESTAL I TRANSFORMER a M OUTDOOR ELECTRIC POWER OUTLET Medlacom- lova City O POWER POLE 96 POWER POLE wI STREET LIGHT MldArmrican Energy -EhlM # STREET LIGHT POLE Con: 319-3214137 GUY WIRE -- Ph: 319-3!13161 FLOODLIGHT ® FIBER OPTIC MARKER UnNorsity of Iowa - Electrical Q TRAFFIC SIGNAL Q TRAFFIC SIGNAL BOX L Q TRAFFIC SIGNAL MANHOLE I VAULT n ® RAILROAD CROSSING SIGNAL C .. TELEPHONE MANHOLE I VAULT El El TELEPHONE PEDESTAL c _ill CABLE TV MANHOLE I VAULT p n CABLE TV PEDESTAL A GAS VALVE Ls IRRIGATION HANDHOLE BJ ® SOLLARD(BUMPER POST) T ROADWAY SIGN ® a6 MAILBOX ® ® WELL { _ DECIDUOUSTME EVERGREEN TREE - SHRUB OR BUSH -n ,+'^"'^n TREE OR SHRUB LINE P r STUMP Q MONITORINGWELL �o SOIL BORINGS i FLAG POLE { SATELLITE DISH -- SLOPE INDICATORS {rl CONTROL POINT f BENCHMARK SECTION CORNER IRON PIN SET • IRON PIN FOUND ABBREVIATIONS TIS TOP OF SLAB TOP B6 BACK OF CURB BOT TC TOP OF CURB EP FG FORM GRADE BOP FL FLOWLINE EDP CL CENTERLINE UAC C CUT F FILL Aureon NeM rk Services UTILITY CONTACT INFORMATION BOTTOM Of s 64 Aft 8 5 4 EDGE OF PAVI�(j FRY% BEGINmNGOF/(` 11'oY{[fA ENb OFPRO{E13T.1 YYYIII SYS USE AS CONSTRUCTED W. 0. Call Po:611 ITY Io: lam Chy Fim Owp,MaM Ph: 319.366-6960 Em y Ph: 911 IDT— Iowa City Police Oa aMarA Ph:319-366.6976 Emergency Ph: 911 Aureon NeM rk Services Ph:3163304615 Jeb Kb ko -jeR mbnscom '« Canal Ink-COnCructlon Su mM Ph: 319399-7310 Dai Hirhohy Cell: 319-3993607 building buildin CerHu ink - ManagerEn Inaadn ICon Won Ph: 319-399-7610 Den Shea Coll: 616399-61 Bm .Amen Tem Tach -barren hllc.nM I Rao aPML]D1T C WkmoC -Water Ph:3193664169 Kevin Slava-kedn-slurs iowa< .o ., ]le'1]1"1� RECONSTRUCTION PROJECT GENERAL LEGEND CHy of Iowa City-WarteM r Ph: 319-356-5170 Tim Wt - Sm wilkey@ima-city.Oro b De N lvt of Trans n Ph:319313-9370 Dmg UcMeg-dou0les lk iowa. o. w.. M�.�•, e, u,a .Ao.w ..0 ., rv,��6„�m. Medlacom- lova City Ph: BU4474767 Tim Ea en -tea an ma6 M=.cae MldArmrican Energy -EhlM Ph:319411i 7 W. MuTay Con: 319-3214137 MIEMMHcan Eno My -Gm Ph: 319-3!13161 J Relek-Prete idemericen.cam UnNorsity of Iowa - Electrical Ph: 319-336.6991 Rkk HdMg- rkhald-hdlwg uiowa.edu UnWersity of Iom- Mechanical Ph: 319336399/ Rick Hellw' -rkhar hdW io .Mu OAVm VACODW16o]D\ n\Pla H.W.G an rrsui r awa rM ITY Io: IDT— KHM BAVr MY JOB13Z6W 1710 UrJIWr lam DAVENPORT BRICK STREET '« oKHM MFC lOB p0616W0 building buildin N. UGM.1•^a 53]V I Rao aPML]D1T strop J�^.--' strong MCC L U R E" ., ]le'1]1"1� RECONSTRUCTION PROJECT GENERAL LEGEND n �.aa ��� A.08 KRBr kv319326-9095 o. w.. M�.�•, e, u,a .Ao.w ..0 ., rv,��6„�m. OAVm VACODW16o]D\ n\Pla H.W.G an rrsui r awa rM 1. ALL STREET SIGNS TO BE REMOVED AND OR REPLACED WILL BE RE BY THE CITY F QVIA CITY WE CITY OF MA J. CONTRACTOR SMY SIGGNNS DUFUNG E9STTRUCTIOFA10VE001YINXG REGARDING LPPOCE93D OPNEIVAY REMOVAL BRICKREMOVRL/WpMSALVAOE 0 71 T9 d0 NOTES: SIOEWALX RE /r't\ ANYTHING THAT HOT GET C� I11N\\\\\\\y\\ SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. Iu 400 j I- / -120 GRAPHIC SCALE --- _ 112 MOST CF DROP BOX ION. ONTIRA OV£0 -� / i� ��� - AND TAKECAMINATHIM MOVINGND REINSTALLING / d TM SHAIUL CAREAGEMOWNG AND REINSTALLS= F / 1 ASSURE NO pAWGEIB DONE LOMIRACTOP 3XALL / ��lD lE pEIgVIDIBY OIIIgn" L r COORDINATE WNX P09i OFF ICE TO EH9UHE ALL WIL y PROf9.T NAIDIIOLE COXIRAC SM LGRUBS — �� I IS REMOVED PRIOR TO THE REMOVAL OF INE WILBO% —a/w— a — - -- —�H/w \ 0./ — — — �a —R/w lPW019.TMAMp11! - / / J rs"Sr( ) - IS"Si( IS" iC) PROTECT ESISTING INTAKE r // / cj Is "s I r T T TT Ili -1 E3� r 1 r , YCL UGHT -i OR ADLCLOSUAL INFORMnIONSARERASE ACD. SEEJ3XEEi3 PROTECT E.U4TIXGlItEEB GLY- SEE LINERELg N PROTECT EXISTING TREE aLRELOPOlP TOM v PRORCT EUBTINGlAEE3 bTORY INTAKE9T�BE � (� OR�CChIAL CL SURECOMMONS ARE REQUAED. SE JZH dEE 03NEET8 FOp WATFAIWX RELOCATED (BY OTHERS) AND 12+00 - OR ABAXDONLWNT.� 13+OD E. DAVENPORT STREET _ 14+00 pEMOVED ANDREPLACED ` PROTECTMEEANOEXISTNOWALL9 CONTRACTOR SHALL 1---- �-- - n 1 - - -� _ v 4,- -- -� - - -- TREE TO BE REMOVED (BY OTXIEFUR TREE TO BE RFM0Vf01 c } (SEE YdHEEIE FOR OEFAIIBJ \� I WI1H mOEW�W! m° / MERE8EWERTO DETALS EO. LONFlRM WALLI9 NOT POUPE01H1E0ML 4 CONTMCT00.3HALL GRUB STUMP !EE OET _-- - CONTRACTOR MAYTIONAL SAW CUT -. PROTECT EASTXOIREEB NEED - - - Im7 f -I f:FTd OUwlc)Ml! i` m AXIX REMOVE TO THE INTO PROTECT EXISTED TREE FORA [LEAN EDGE TO THE INTO M 111 \ o � b w LU iltF- LU Li Of -' \ _ \ PROlKIONVKVE SAW CUT AT PROPOSED 910EVIALK _ N .,j LOCATION AND PROTECT E -3TN0 A \ Z TREE TOEILBgVED SMINIAXDHANDRMLS p�y� \ .f... O �i —R/w M /w —Riau— —a/� Rw R/w� — — "-w —/ V :J 2 �, 1 / " _ POWER POLEAxOww�TO A A f _. J _ T� L _ - BE PELOGTEOIn O1NFAN U 328 PROTECT MISTING FENCE AND WALL IF PROTECTANDADJUSTALLEXISTING j LIGHT POLE TO BE RELOCATED MYDRIUf19. VAN090LLARW 9'INiANES (BY OTHERS) 131 210 / SFFYATEM➢S FOR LAMP OVAL ROLE OUANTIIY AT EXISTING LAMP HOLE- 0 TA 1d SO PROTECT EXISTING INTAKE 202 214 220 222 REMOVE II LF OF 24E STORM dEWER PIR/ I / STORM SEWER TO BE REMOVED. \\c GRAPHIC WALE (SEEM MEETS FOR DETAILS) (SEE MSHEEIB FOR DETAI m I h WmTELTmmxOupxrPmEAwourl r _ 408 NORTH �� TxEEm BE neMov.D(eroneLq o� _ ' v 304 .� RrIP, 0n dlwLanueanr ___ ��✓ _ _ _— rzbu =J�l�w a/w _ _=It/ - Oa - _ /w _ -�- w- TNFE TO BE RENOVED IBYOTHERB7- COMIIUCT011 SHALL GRUB sNMP k / / PROTECTCIIM OTOP PIOIKfF1DlIRM1RH - � � Y'L�.�.�P•T O G C y' G - GPROI—G PROTECT OUR. STOP / VROTECTCMBSTOP pV y ) PROTECT E%LSTIXGTREE3� PROTECT EXISTING TREREN0VE0IBY OTHERS) PROTECTCUP93TOP I - �STXOf �� ©n �� - t _ ,17+00.. , 18+00 __ PowER POLE AND cur VIRMTo v {9+-0�l� —_ - --- - PROTECT CURB STOPS PROTECT EID BE RELOCATEDIBY OTHERS) �- WE ISEEMSNEflSFOROETAILSI t0«�. Sf 0AR9 CONTRA[ mISRIKSXREfMN STUMP� �D) rPROTECT EXISTING E. DAVENPORT STREET sT wno —TREE TO BE REMOVED EXBING TREE '�� �8TORM1 FOR REMOVED BfORM STRUCTURETO BE REJIOVED-� _F - - �xdd11IXIMI1pp TERVALVE y PoIIE9A`JI V ADIUSTWATERVAW _ �...� r -_..r. i.,1 ..•� I 6 P P LIGHT POLE TO BE I CTEXI9TRMT PROTECT CURD STOP PROTECT IXISTIXGTREE PROTE ' xI RELOCATED IBY OTHERS) S`Ao. _ A. -ROIECT WATER VALVE \ 0- _ 1WDPMM EHYONT A V ¢ 0 -F/w- �R/w � a/w— R/w— / — R/ a �R/w— — — —R/w— R a ev (cl RBMO MUOFW"OTgWYW M \ \ 225 -1 LU (BEESB�eMRMA S) _ //// I H� / S1➢RY 9EWFAANO STRUCTURE TO BE DETAILS) p Ra�rE WAKE � 1 / i / 211 � � � 217 �_ � � � (SEE r6axEEra FOR DFruul YCON7IUCTORSHALLCONFIRM IFCLEANOUT I3ACTIVE. TVMAE . WYNEED 10 CONNECT TO PROPOSED 9UBORWX. � � � I _ \v TTT �� I ADMOT OAS VALVE y IOWACEV,IOWA cw➢w¢ /^ Re1 w. KHM RAV MLC loB 050616020 III%^ 1740 unm0er W. DAVENPORT BMCK STREET s�„�,aP"a. xn p,N.,•I.,- buildin strongWHH UbNh, I^ 52317 ,mq wee. u�Nxe9ex ^eo.00. wo. APML 2011 MSC L U R E'" 9 319-626-9WO RECONSTRUCTION PROTECT REMOVALS PUN m•eme A.oa KRB - 6.319-626.9095 e,.a^... =mme�.�.w anew.nwian"gym"�w..m.�.�A.^'xo-.....r. ro /'L . w�ew moo.. ENGINEERING CO M[ VAC 03061602IXWapnVkmV.f11.6wP 4117RO171:13PM SONY Wr. BRarRAY RIN N.N'fIt RAY NJMY In RIW e a 31m BAB 0' IDUSTR EXISTING BS K SIDEWALK DEW PMKWAT 1550' 0 15.50' PARKWAY SIDEWALK. 2m 13.0013AM' 250- S -CURB 8.1 FORMS ppOFLEGMOE FONMGRADE VIJOINT �' L-1 JCM 2i. L-1 JgNT \ :..\. •../ �% A A LABEB- TYPEIBUBORNX / CASE B -TYPEI SUBOMIX V NOTES 6'MODIFIED 5088.05E -PROPOSED S'WATfRMNN LY 1. NORMAL SECTIONS AREAS SPE IMALLYY BE DESIGNATED MODIFIED FOR AREAS CES. D BY YP.C.L. SUB BLAB tY &UBGRAR PREPERATION REFERTO S INTERSECTIONS. REFER THE ENGINEER SUCH AS TET 1` HAA SETTING BED ILSELTIONS. OTHER DMWINGS FOR DETAILS. RECYLIfD BRkKPAVER$ 31' BRICK PAVEMENT TYPICAL SECTION DAVENPORT STREET - CLINTON ST. TO DUBUQUE ST. NOTTOBGIB MOST" NAM 112 RN 40.00, In RAY 0 EXISTING FASTING AX. 31M BUT c. J1G E%LRIUI EXISTING f . '�-/ —S SIDEWALK PMKWAY HIM F. 1550' PARKWAY NDEWFLK y �'I 2.Ism' i313.0UeM�( 1 BLURB rCURB RAC FORM GE pROFlLE OpppE FORLIGRAGE IV C-) / L.1JOblT ]A)= :..\.. rn\ L1JgHi L.1JpN] \ -�lr •S•r - •• •\�'.•• •/ p--� \;:.. O \•..� \ \ / /\ CASE B. TYPE I SUBDRAIX J / \ cn NOTES: 1. NORMAL SECTIONS SHOWN MAY BE APPROPRIATELY MOD RED FOR AREAS SPECINCALLY DESIGNATED BY o V' MODIFIED SUBBASE 12`SUBGRAOEFRERMYON YP.C.C. SUB SLAB �EASTING WATFRMAIN THE ENGINEER SUCH AS INTERSECTINS. REFER TO 1' H.MA S(TTIXG BFD OTHER DRAWINGS FOR DETAILS. r a PROPOSEDSPRCPSTORMSEWER 0.ECYLLED BRIGX PAVER$ `�-- CASEL-TYPE,SUBDRAIX 31' BRICK PAVEMENT TYPICAL SECTION DAVENPORT STREET - DUBUQUE ST. TO LINN ST. NOT TO SCALE Fllpr. 00.00 PAN EXINT N.00'In PON i 410.00, In RAN p .4 31.00'WB IAO' 18.00' ISM Y IS.ar BAN' AAM' 3.50' 13AM' 13AO' ua r DROP CURB T DROP CURB 1'W' FORMGMDE Y-�S pAOFlLE 0 FORM GRADE YAR6S 1Ay, - :iy L-0JON] L -i JOINT '� R� L.1 JOINT .. .. . .::1 ./.. . ,,OR1v r DRIVEWAY Ir DRIVEWAY 2m 200' S'DRWEWAY CASEB-TYPEISUBDRAIM \ \ / / / \ / / CASE B -TYPE I SUBDRAIX \ NOTES: CMDDUIEDSUBBASE 1. NORMAL SECTIONS SHOWN MY BE APPROPRIATELY MODINED FOR AREAS SPECIFICALLY DESIGNATED BY T`p.C.C.SUBSIAB 1T BUBORAOE PREPERATAN THE ENGINEER SUCH AS INTERSECTIONS. REFER TO 1' HNABETTWG BEO OTHERDRAWINGSFORDETAILS. RELYGLEO BpkM PAVERS DRIVEWAY TYPICAL SECTION DAVENPORT STREET xmroecuE -VA IOWA OTY. IOWA &.V ��, III�Mr 1710 UrNn9e.lnrc DAVENPORT BRICK STREET TYPICAL SECTION y,a,m;,a+��._^.q,..n.a.+..n.r«•...,a�na...rv.-ew.�..u...w.. a... �M.��. KI MEC JOB 130 61 6020 NONM1 UWrY 1:w 5231] building Strong Communities. RECONSTRUCTION PROJECT AND DETAILS .. w Waw.^n ^•-•++. u'e a. ^NNv^.iw.•e. _ rennwro. APRIL 2017 319126-9090 +�+N•"°.+`V"✓^Fm-`°m'"'"^""^-b brm•A+ �w.o�e.e... m.... B.OI BAB - MCC L U R E" fa. 319-626-9095 Mown. --.I-N...�Nr e...s..n.,.m�.. m...,... m... A....�.e �.m.�.�. ENGINEERING CO. .T 0 �N I EAP NMN NOTES: 1. NORMAL SECTIONS SHOWN MAY BE APPROPRIATELY MODIFIED FOR AREAS SPECIFICALLY DESIGNATED BY THE ENGINEER SUCH AS INTERSECTIONS. REFER TO OTHER DRAWINGS FOR DETAILS. NOTES: L NORMAL SECTIONS SHOWNI MODIFIED FOR AREAS SPECT THE ENGINEER SUCH AS INT OTHER DRAWINGS FOR DET) NOTES: 1. NORMAL SECTIONS SHOWN MODIFIED FOR AREAS SPECT THE ENGINEER SUCH AS INT OTHER DUMNGS FOR GET, FILED 2011 APR 18 AM 8: 51 CITY CLERK IOWA CITY- IOW�A IOWACRYIOWA xenmovs 0-i KHM BAVr %-, 1740 Uniryn=2 DAVENPORT BRICK STREET TYPICAL SECTION MECJOB 13 0 61 6 07 0 - NwM O6Mv.leen 3331) - building strong ., RECONSTRUCTION PROJECT AND DETAILS _ er nmww ro. APRIL 7017 MCC L U R E" "'-63bW0 �'���"�� �"x B.01 KRB k.319-636.9095 w.-.. move. „m �. n'��..��.ws e.«.,m.�.w...nan r.ar� O:\P.I.d.Y C 03061607WH .\P6roW.0lAry A11773:39PM RCPMOVCPCIRCIIIAR tb.0a IW.d—I � oI y~newysgtl.e / t m __ w si earth. _ ,A, a r c....w REINFORCED CONCRETE ARCA AM EULP11CAL PIPE BEppNG ALLONNBLE BURY DEPTH CNasW ALP CLW rvRLP si Ir me" OI Lap endo of are seen a minimum of `NfOO wa 2Qtoncrete collar Is rewired when l KHM BAV Is Is as Mabrina)al Mat sa Ar �$�$� d'o�°a6 he 4' min. .allot structure. ar 2p APR 18 AM Rent b eM i N bry CapN mlheene. OI Y-Baeiq CYu 0.1-R2 unWatOnMdunwWe O �iswxms awmewec Wx r 6meamkimemsenme—two As, m Oases ..e". as womeswmw. ON 1-i a.. 11.wlll®rmw Oa n.nn lM�bnerxsgm.bn e CON alO&Ssomal EaW ppa Oox.osm O emadl psUW QvMWr .I RNNI RI6R Buamlwonul SW402 MID CIUVRY PIPE TRENCH emiw clues V NCP OI Lap endo of are seen a minimum of `NfOO 6 Inches. 2Qtoncrete collar Is rewired when l KHM BAV of the ape and the wonof the Is as Mabrina)al Mat sa Ar �$�$� d'o�°a6 he 4' min. .allot structure. ar 2p APR 18 AM Ar 2i we SubbaseJ.p�.d), Rent b eM i N bry CapN mlheene. OI Y-Baeiq CYu 0.1-R2 unWatOnMdunwWe O �iswxms awmewec Wx r 6meamkimemsenme—two As, m Oases ..e". as womeswmw. ON 1-i a.. 11.wlll®rmw Oa n.nn lM�bnerxsgm.bn e CON alO&Ssomal EaW ppa Oox.osm O emadl psUW QvMWr .I RNNI RI6R Buamlwonul SW402 MID CIUVRY PIPE TRENCH emiw clues V NCP pnMSIRFN31RVCp CCNGRETE ARCH MF IgRIEfMT11ELLRlIVLRLP YERTGALEWFROALAOR 6'ImIn.,, :..rt�. CM 6, coin. 106i I6GO.1 NIT. Wish TYPE PC -I CONCRETE COLLAR CONNECTION OI Lap endo of are seen a minimum of `NfOO 6 Inches. 2Qtoncrete collar Is rewired when l KHM BAV of the ape and the wonof the Is Is 2 Inches or ..eater. Mabrina)al Mat er Ar �$�$� d'o�°a6 he 4' min. .allot structure. ar 2p APR 18 AM Ar 2i we SubbaseJ.p�.d), Ar CONCRETE COLLAR FOR PIPES I2 -AM SMALLER °$„L es fe b.379-626-9095 tiagoo, Maternal v se Ar ss ENGINEERING CO se aPaters Poro6. Pipe re Pipe Diameter wr MatTmin. 4.Inin se i 6'Pp as ed CARE A TYPE 1 J:BSF A TYPE 1 Pipe Diameter pe B' 6' 6 Red 6 6 2 is isIn Ar Ar WTYPPE 2 0 PI 9 or wa Ar er .....'swe 11 pnMSIRFN31RVCp CCNGRETE ARCH MF IgRIEfMT11ELLRlIVLRLP YERTGALEWFROALAOR 6'ImIn.,, :..rt�. CM 6, coin. 106i I6GO.1 NIT. Wish TYPE PC -I CONCRETE COLLAR CONNECTION 1RBR ,110,,, RRRMOIMOMX SW -211 NgNNe9NaN0., CONCRETE COLLAR FOR WES GREATER THAN 12- lF6RE DOIFECIIOX PIPE i0 STRLCTIME CONNECTION FOR STORM SERV OI Lap endo of are seen a minimum of `NfOO 6 Inches. 2Qtoncrete collar Is rewired when l KHM BAV of the ape and the wonof the IIIA^ ,240 Unki.e. Lois Is 2 Inches or ..eater. Mabrina)al Mat Nnllaf Prea.ai V o 4 Mp bare In concrete �$�$� d'o�°a6 °•n 4' min. .allot structure. t'� 2p APR 18 AM Engineering Fabric �B.5i4 T•ay uERY SubbaseJ.p�.d), (When specified) CONCRETE COLLAR FOR PIPES I2 -AM SMALLER °$„L Engi Engineenlg Fabric b.379-626-9095 tiagoo, Maternal :r - wi.w-we�--- es : m° 4 Porous Backfill (when specified) ENGINEERING CO (wheMaterial aPaters Poro6. Pipe re Pipe Diameter MatTmin. 4.Inin Malarial i 6'Pp as ed CARE A TYPE 1 J:BSF A TYPE 1 1RBR ,110,,, RRRMOIMOMX SW -211 NgNNe9NaN0., CONCRETE COLLAR FOR WES GREATER THAN 12- lF6RE DOIFECIIOX PIPE i0 STRLCTIME CONNECTION FOR STORM SERV OI Lap endo of are seen a minimum of `NfOO 6 Inches. 2Qtoncrete collar Is rewired when annWarwaca between the Rai KHM BAV of the ape and the wonof the IIIA^ ,240 Unki.e. Lois Is 2 Inches or ..eater. TYPICAL SECTION Nnllaf Prea.ai V o 4 Mp bare In concrete �$�$� d'o�°a6 PrN Intake Sfiva� Ears o minimum of 6 Inches In QT,..ji.on , .I. fIYYI Nth Inside 4' min. .allot structure. t'� 2p APR 18 AM mver�-_ �B.5i4 T•ay uERY India CITY, IOWA Porous Backfill CONCRETE COLLAR FOR PIPES I2 -AM SMALLER 1RBR ,110,,, RRRMOIMOMX SW -211 NgNNe9NaN0., CONCRETE COLLAR FOR WES GREATER THAN 12- lF6RE DOIFECIIOX PIPE i0 STRLCTIME CONNECTION FOR STORM SERV r^CF r TYPE 1 oral Type1 Installation is for longitudinal subdrain only. Type 2 installation is for combination subdminifooting drain wllectuo. O1 Place porlorafions down for it Installations. Q2 When concrete pipe Is specified, wrap pipe joints with entimponng fabric. Do not apply joint sealant. Comply whin Figure 4020.211 aArHwr IOWA CITY. IOWA `NfOO 1'-0' Backfill KHM BAV Material IIIA^ ,240 Unki.e. Lois DAVENPORT BRICK STREET TYPICAL SECTION Ergineeellg FabM (when speofied) �$�$� d'o�°a6 Subbax Material -. +%T•cVi AD DETAILS �_KRBe non eo-anw. APNL20,2 319-626-9090 MC L U RE Porous Backfill °N"w°e r'0^'i•ss° " 1w 0O1� °$„L (vanes) Engineenlg Fabric b.379-626-9095 tiagoo, Maternal :r - wi.w-we�--- es : m° 4 (when specified) ENGINEERING CO aPaters BadMl o° ° re Pipe Diameter 0 4.Inin Malarial o as ed I Pipe Diameter pe B' 6' 6 Red 6 6 2 is isIn GASEEE TYPE 2 2 WTYPPE 2 0 PI r^CF r TYPE 1 oral Type1 Installation is for longitudinal subdrain only. Type 2 installation is for combination subdminifooting drain wllectuo. O1 Place porlorafions down for it Installations. Q2 When concrete pipe Is specified, wrap pipe joints with entimponng fabric. Do not apply joint sealant. Comply whin Figure 4020.211 C 030616020 D&vQnVlansW.OIAwv 4/12@0, 73:40 PM aArHwr IOWA CITY. IOWA `NfOO �"'� KHM BAV IIIA^ ,240 Unki.e. Lois DAVENPORT BRICK STREET TYPICAL SECTION si­—ni MK lOB 13 0 61 6 03 0 building strong dh LiEe.ry, lw52317 RECONSTRUCTION PROJECT AD DETAILS �_KRBe non eo-anw. APNL20,2 319-626-9090 MC L U RE °N"w°e r'0^'i•ss° " 1w 0O1� B.02 b.379-626-9095 :r - wi.w-we�--- es : m° ENGINEERING CO C 030616020 D&vQnVlansW.OIAwv 4/12@0, 73:40 PM TYPE A-1 CLEANOUT TYPE A-2 CLEANOUT (Non4raRc Rates only) CWamut Cleersed 45°Bend 45°Bend Subdrem Wye END OF RUN IN-LINE TYPE B CLEANOUT (NomtrxRc arae' only) s r• 159(• DETAIL e Q+ (Dimensions mor nwninap 0 Liam duty castMg. Label IM with 131pm•An'Slorm C.O° QDo replace, casdrg to beer on top of riser pipe; provide 2inch cdemance. minimum. 0 Amanufaclured cleanout may be used in lieu of a Type B cleanout, B approved by the Engineer. © Design is intended for use In conjun,ton with B inch PVC riser base. Other sized cape may be used with smaller pipe, as approved by Ne Engineer. OS Protide Type O casting, as required to fit pipe size. ed O8 PVC riser pipe; diameter of subdrzin (8 inches ea maglmum). 31-0. RADIAL CLEAR SPACE /I TRACER WIRE BACKFILL WITH CLEAN 2-1/2' CRUSHED STONE TO 18' ABOVE BOTTOM OF HYDRANT BASE SOLID CONCRETE BLOCK GROUND ROD TRACER WIRE TERMINAL BOX PLACE BETWEEN HYDRANT AND HYDRANT HYDRANT VALVE. "' IN CONCRETE: PLACE 1' FROM HYDRANT, IN GRASS: TAPE jjTTTj���O REIIIIII.�����E11yI��R11����� jj 2X4 SCRAP OF WOOD INSTc AND BARREL TO ENSSILFE,,,,,,,,,,,,I T TOUCH. VALVE BOX AND 6' GATE VALVE MAIN 201jgR 18 AM 84 54 TRENCH BACKFILL J) �O HOLDING (�I SPOOL OR \ in rMEGA LUG REQ'D I LSOLID CONCRETE BLOCK CONCRETE BLOCK 114AYYFRi;IRE OR GROUND ROD THRUST BLOCK ANCHOR OR SWIVEL TEE SWaM F}aa � SMY w cm39a<ial matln i�PoweBadfll� Q °© g LSConcrete Pa. B. TYPN;ALSECTION SIIBpRMN CURET To DITCH pIOWA CITY, IOWA KHN' ill MEC JOB 11306114*0 or w nanlea. OWL2017 KRB - O:VroiM\TIL 03W16@OUleagn\PF1na\B.DI ( SUDAS Standard Specifications I SUBORAIN OUTLETS MSC L U RE' building strong ENGINEERING Cd. 1140 Uninp.r ton North Ifleal 1.52311 3196269090 as 319-626-9095 GROUND ROD (IN CONTACT WITH NATIVE SOIL) HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION Figure CIC -4C.2 NOT TO SCALE REVISED 11/2016 DAVENPORT BRICK STREET TYPICAL SECTION seda"ssesso .o:.��n .ess- g �v r �.nr^u aro, N°e w.naww.n`,w xw�,.,.,^'" PROTECT AND DETAILS aeseea-ureseuw°m.�,oI—ess'c —es—see— RECONSTRUCTION 'amnl"' vieYpiO' B.03 SUBDRAINCLEANOUTS TYPICAL HYDRANT & VALVE ASSEMBLY Figure CIC -5020.201 NOT TO SCALE REVISED 11/2016 PLUG ❑R CAP GROUND ROD (IN CONTACT ar 6.1m brageanly Trampser.aod6anMw.wd"im.a WITH NATIVE SOIL) alipl.-wrou I'll Us exult p{a m t I 1 GRBd �m t MAAclnwnt all lungiWdnals°EEnln sysbm,mosax ew Idol an dom°l ma ayaern nnheaa 1°calmre.laalavaai^gleoullallNPa MINIMUM 20' OF PIPE AFTER GATE VALVE VALVE FDR FUTURE rmn. I Pyl Q1 Fxl analar amen card non -shied grout F— TOPVIEw FRONTVIEw (D wuatsmaoagh... wage m e. CMP. HOLDING SPOOL ❑R MEGA LUG I REMOVABLE GRATE scandal Qudo-walleC HDPE: w PVC. mei^a""sa as•Bards p3 Eabodouna'"w ual°da°°:'°° EXTEND TRACER TRACER WIRE TERMINAL BOX {_ ] to sell "mmaede mass yard. WIRE TO END OF PLACE BETWEEN HYDRANT AND \ Comands Wall aides 0 dittli wim me same type and sale afpmeasused for the PIPE HYDRANT VALVE. drum P. IN CONCRETE PLACE I' FROM pis Pmtiaaminimum 1Wsell orallde^da SOLID CONCRETE BLOCK or U seredd'bring$ HYDRANT Storm S.wer Real ISGMEmIO VIEWFRONT VIEW QB Ila CMP wIkIY apafged in ere wntreat HOLDING SPOOL - IN GRASS1 TAPE TO HYDRANT PWINEW REMOVPBLE PORI(O dowobow el en. mmandsfinal 10 se 12 reof pwaulal"w aaeatmdfied cash CMP 2imhn OR MEGA LUG —� BARREL WITH 2X4 SCRAP OF WTLETNTOSTRUCNRE RODENT GUAAO DETAILS Iargermen dpauMmnpew Cannecn leges with ai^°^°fanw"dostu"ararmoderate mllar WOOD INSTALLED BETWEEN BOX © AssumeaWkimumdnd �b 12knowsf" THRUST BLDCK� —J AND BARREL TO ENSURE METALS ©n mm wwMm a All 24ench oul y"" D❑ NOT TOUCH. disease � TOIDOLIIT cI cam 0 Pmmae ancon minimum am9mstresses Bonin Outlet AS P�wmant dada a yl Use ony No9mdnreceM"nano g Use my kex ryp. radenl Waco lw auW"in SWIVEL OR ANCHOR SOLID CONCRETE BLOCK Shudder -! ou a.'todmh TEE F1 .:_ BYAi11 .. _ SOLID o EXTEND TRACER HYDRANT CONCRETE o ' WIRE TO END OF 4.5' FOR MAIN SMALLER THAN 12' _ B`�0i,1m1d1 m.NWRw PIPE BLOCK 5.25' FOR 12' MAIN AND LARGER SWaM F}aa � SMY w cm39a<ial matln i�PoweBadfll� Q °© g LSConcrete Pa. B. TYPN;ALSECTION SIIBpRMN CURET To DITCH pIOWA CITY, IOWA KHN' ill MEC JOB 11306114*0 or w nanlea. OWL2017 KRB - O:VroiM\TIL 03W16@OUleagn\PF1na\B.DI ( SUDAS Standard Specifications I SUBORAIN OUTLETS MSC L U RE' building strong ENGINEERING Cd. 1140 Uninp.r ton North Ifleal 1.52311 3196269090 as 319-626-9095 GROUND ROD (IN CONTACT WITH NATIVE SOIL) HYDRANT DETAIL FOR FUTURE WATER MAIN EXTENSION Figure CIC -4C.2 NOT TO SCALE REVISED 11/2016 DAVENPORT BRICK STREET TYPICAL SECTION seda"ssesso .o:.��n .ess- g �v r �.nr^u aro, N°e w.naww.n`,w xw�,.,.,^'" PROTECT AND DETAILS aeseea-ureseuw°m.�,oI—ess'c —es—see— RECONSTRUCTION 'amnl"' vieYpiO' B.03 uarroew eM.Meemroa.M�mm�m.e "u EmrnMnnuvM Mm"ro p"° v r...,.I.n..snozl.ew�.n:nryMuw..mo, e.e.n sWr.m 4: a MIN411M BEMUNO SYRiMEIN orMra vlw. rbe.o e'^^' rewM TTPKx sRCT1GH � ,H' >a}" a' a orEIJ 17 11 31 24 Uw a n r r m r „ - - mwu6R QOMMOOr .� ' WM•101 nws 9R4K1 RYBIemK]R s�en,ar iVRCK MH THRUST BLOtleB CHANGESNPIPE OV •...• •.. DFdB!>'1mS1ALgBB EllJ9Q1 KYWA KHM BAV W aM Mwl Mfwagb sN. aoMesYMi new mnW TYPICAL SECTION MOWACITY. I _ building 5Tf009 - H9AH Ih-626-W95]3V RECONSTRUCTION PROJECT rsnssasA .yaw+e e .merw oavm lenmro. NWLM1) —wws�r MEC L U RE'• ,..�..m,.....,�..•...,.,,......� —_°...:��" 6.04 KRB" I .. m �`"m...,..e�...� m +.v,+•wr 7�,�r ,J n o P � � L ELEVATN]M '/ i/, y / ruMWr / f/ Yn ,�5A0 /eownarw / w�sao � [j}SUINS QgIMA00r � o. WM401 ATNF 1114111 Blabm 101DK111 BECTON SECTION AA THRUST BLOCKS HOLDING SPOOL OR MEGA LUG GATE VALVE - THRUST BLOCK PLUGS THRUST BLOCK z TRACER WIRE TERMJ'B�i n PLACE BETWEEN H R IAF 54PJ9/ HYDRANT VALVE. IN CONCRETE 1np'r PR'I8RWh 8; 54 HYDRANT. IN GRASS: TAPE T BARREL WITH 2X WOOD INSTALLED �SQ A AND BARREL TO ENSURE METALS DO NOT TOUCH. V , SWIVEL OR AS ANCHOR TEE Q E SOLID CONCRETE BLOCK HYDRANT 4.5' FOR MAIN SMALLER THAN 12' 5.25' FOR 12' AND LARGER MAIN TRACER WIRE GROUND ROD CIN CONTACT WITH NATIVE SOIL) SOLID CONCRETE BLOCK DEADEND HYDRANT DETAIL Figure CIC -410.1 NOT TO SCALE REVISED 11/2016 EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO ID INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND THEN DOWN TO GROUND ROO. CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM ® TERMINATION POINTS. a) PLACE GROUND RODS 6"' AWAY FROM PIPE AND IN CONTACT WITH NATIVE SOIL. WIRE CONNECTING GROUND TRACER WIRE TERMINAL BOx ROD TO TERMINAL BOx ISA AT GROUND LEVEL rr SEPARATE WIRE FROM THE WIRE TO THE HYDRANT RUN FIRE HYDRANT BARRED FIRE HYDRANT VALVE ®GROUND ROD �i-FIRE HYDRANT TEE NEW WATER MAN EXISTING WATER EXISTING LOCATE DO NOT RUN WIRE UP VALVE BOX MIDPOINT LENGTH TYPICAL DETAIL TRACER WIRE INSTALLATION w/EXISTING LOCATE WIRE SCALE: NOT TO SCALE Figure CIC -5010.102 SPLICE KIWA COY.IOV/A •...• •.. '' KYWA KHM BAV I'I% tT10 UNrq�b�r DAVENPORT BRICK STREET TYPICAL SECTION MOWACITY. I _ building 5Tf009 - H9AH Ih-626-W95]3V RECONSTRUCTION PROJECT AND DETAILS .yaw+e e .merw oavm lenmro. NWLM1) MEC L U RE'• ,..�..m,.....,�..•...,.,,......� —_°...:��" 6.04 KRB" .319 26- b,]19.636.9(195 .. m �`"m...,..e�...� m +.v,+•wr :M .VC 0306160]0\0.aeN\%-\B.Ot do V17=73:10 PM EXISTING WATER EXISTING LOCATE WR �TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH ROUND R0CR TYPICAL DETAIL TRACER WIRE INSTALLATION WITHOUT EXISTING LOCATE WIRE SCALE: NOT TO SCALE Figure CIC -5010.103 Q EXTEND TRAWIRE ER WIRE UP ANIIBOO INTERNAL TERMNK OF m CLAMP TON R1ACER WIEE TO GRpmD ROD Ai SYSTEM ® CONiK1.`CT ROUNDNAODDE6 X) FROM PIPE NO IN WITH BOX GROUND LEVEL NEW SERVICE MIN _� -yU EACH VIRE iEiO"NLOTXT TYPICAL DETAIL TRACER WIRE INSTALLATION SERVICE SIZE 4" OR LARGER W/ EXISTING LOCATE WIRE SCALE: NOT TO SCALE Figure CIC -5010.104 Lowest FbwNne WITHOUT EISTING TRACER � of E w'q[ AL LiWrT CF EACH PIPE LENGTX TYPICAL DETAIL TRACER WIRE INSTALLATION SERVICE SIZE 4" OR LARGER WITHOUT EXISTING LOCATE WIRE SCALE: NOT TO SCALE Figure CIC -5010.105 TYPICAL SECTION OI Casf-ir-pbce Does shown. If Dasa to precaut Integra with bottom Fluor, the footprint of Me Dasa is rot rewired to extend beyond "a Outer edge of the Fluor. Q For oddlflona configurations, maintain a minimum of 12 Inches of coOmete between vertical edges of pipe openings. Q3 Q Inch minimum deer height above aA pipe openings. Looatlon Statim at Riser ctlOns PLAN Edge MOXINUAR Pipe blames 2 EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO (Incfor 2 PI Mel DicemNsr DAVENPORT BRICK STREET (lrw;heN QI INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX 98 24 M EO 36 21 AND BACK DOWN. 92 b 89 9B 36 % CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM strong 1626-9090 MCLURE RECONSTRUCTION PROTECT .. — r`v='t".rH.iwww..rIPIPM..+. ® TERMINATION POINTS. - ® PLACE TR UN NODIVEBS00" AWAY FROM PIPE AND IN ReEAu+.wal.ieHp.MOPPAP. ENGINEERING CO GROUNIT LEVEL FILED WIRE CONNECTING GROUND ROD TO TERMINAL ()TRACER WIRE TERMINAL BOX O)ExTEND TRACER WIRE UP TO NIER IK TERMNK OF TRACER ANNE TERMNK eox. �� R i 8 QM 8 54 BOX IS A AT GROUND LEVEL SEPARATE WIRE FROM THE WIRE TO THE HYDRANT RUN 0LA NATRAACN R WIRE TO GROUND ROD AT SYSTEM , VSTKI "I"I ROD a"-10" FROM PRE AND N "'CIXiTALi WITH NATIVE SOIL. VVV I CLERK FIRE HYDRANT BARREL' Fr�� ` 10 ITY, IOWA ©GROUND ROD FIRE HYDRANT VALVE NEW WATER MAN FIRE HYDRANT TEE GROUND LEVEL IRE NK BOX EXISTING WATER MAN r DO NOT P VALVE RUN WIRE WITHOUT LOCATE WIRE I POSSIBLE SPLICE p'/AT rw sERVKE M.wl I EXISTING WATER EXISTING LOCATE WR �TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH ROUND R0CR TYPICAL DETAIL TRACER WIRE INSTALLATION WITHOUT EXISTING LOCATE WIRE SCALE: NOT TO SCALE Figure CIC -5010.103 Q EXTEND TRAWIRE ER WIRE UP ANIIBOO INTERNAL TERMNK OF m CLAMP TON R1ACER WIEE TO GRpmD ROD Ai SYSTEM ® CONiK1.`CT ROUNDNAODDE6 X) FROM PIPE NO IN WITH BOX GROUND LEVEL NEW SERVICE MIN _� -yU EACH VIRE iEiO"NLOTXT TYPICAL DETAIL TRACER WIRE INSTALLATION SERVICE SIZE 4" OR LARGER W/ EXISTING LOCATE WIRE SCALE: NOT TO SCALE Figure CIC -5010.104 Lowest FbwNne WITHOUT EISTING TRACER � of E w'q[ AL LiWrT CF EACH PIPE LENGTX TYPICAL DETAIL TRACER WIRE INSTALLATION SERVICE SIZE 4" OR LARGER WITHOUT EXISTING LOCATE WIRE SCALE: NOT TO SCALE Figure CIC -5010.105 TYPICAL SECTION OI Casf-ir-pbce Does shown. If Dasa to precaut Integra with bottom Fluor, the footprint of Me Dasa is rot rewired to extend beyond "a Outer edge of the Fluor. Q For oddlflona configurations, maintain a minimum of 12 Inches of coOmete between vertical edges of pipe openings. Q3 Q Inch minimum deer height above aA pipe openings. Looatlon Statim at Riser ctlOns PLAN Edge MOXINUAR Pipe blames 2 Mm9Mb (Incfor 2 PI Mel DicemNsr DAVENPORT BRICK STREET (lrw;heN SeDdi SedrOtIon 98 24 M EO 36 21 T2 92 b 89 9B 36 % 60 92 V,WAWuAC_O30616DbGU)WwpnYRWN%kEN AWg 4r7d?0173.4OPM slum RMwNn IOWA CRY, IOWA KHM BAV mom^ I740 UM.npN lm III DAVENPORT BRICK STREET TYPICAL SECTION wu.ur..v.+MH..uNN.-.r. '"`F "`• MEC 1EI8130616@0 ' ann 9msx]I2 building „ r . +.r.r.wnw.eM.9.wse mamro APRIL x°" KRS strong 1626-9090 MCLURE RECONSTRUCTION PROTECT AND DTALS r`v='t".rH.iwww..rIPIPM..+. bu319626.9095 ReEAu+.wal.ieHp.MOPPAP. ENGINEERING CO V,WAWuAC_O30616DbGU)WwpnYRWN%kEN AWg 4r7d?0173.4OPM BeW1dOW- SIVBN C=G G 1P Ca�rg i ! Disease, a1 CpeMJM JNa PJDJ 1YmaO Shansi 3X — SX 1'X — TYPICALSECTION nary Bm*dCuO }— 4T a• 7a41 i at Sad YN11 BNm 4p .- Form Grade Da146 1a -0•m... wen Negm Lowell � / rein —east SIM Nt S' ]'-0 b, 6 !o• SECTION AA a" BadrdCum YMmdlmat {M'typ., Irma) 413 at FemdlO �EAMam CIVC q)Tci an 4' 6. FpmmM BaadClae C �6 Son. EMWMI Form Glade -- ---- Depth lv-0 mv. —4el MR Height }awl 1 1 9 a1 Rmwl uno d,eM Wen bond eaexer an EgedliulM Of*P WM) Named Paseareed Ski IR�SX 05 Tmmversounise xin9onnewconpeuecuNasrtsqLari Xy Veimakauns.o uotsAdjatl nl lo�nl apaCirg as ragUretly —j^ 1'14- eaamnWale EoaoNs I %'n p maom nmxea rwtalea err pawgppMl Arose any 12n5.e 5e PavBm nflg Biz l (`a, 1 aO 1l� a, ewOnq 's.' mLoulan Su Won(BG d bum)aseman mGeade mh.atLWPpe nShot 7 A.PR 18 A,M 8: __BadrdCpO P 4. a-0min. } _16 _ PPa. ��� j''/ fja?Lc.R Nwtwmll 24" 30" ______ F________________ MMM dirwrt Edpat Gr0lr 138'ryp_.tl mlLl (Boots ) ! B• �°• 1Y vToT Normd PMrrNn( in 3 }• 411 at� i9M Grtl Trowel —c -m plaw00ndibmahe, a, SECTION B -B INSERT) 1O.miry dirrerabru as uRUMd ro ar Peelle, aw am Mgnwnen epeOrM. 03 Mean shaping may be mMMe] nor#dean welt Nv man %#maws. Foxes as. Muw — 5'X dimensions IaMiuud by } mer. Q] 12 rnon minorum wall nese.—an pipaa. O Sltge d 15%or of assistant t ii me oei tenderest PUN (SPACER) Lomb. Sutton fir (Bed of Cum) IwnOYMI 1pa� F4 cenmrwu OTT -)1 1 1 1 1 1 1 1 1 1 _ �1pn SIR, W conned by Me ntaxe Doi Adjust adjacent HAM Guaenlrre Wep 3-0• 1 1 For ma06t make, march exist, pavement joints. InNrt INSERT ` i4 • 1 JiQ Dowel ybee/J 4'v nim MDJ rr 1 Mod. dhnenwolre aamWimd roaaommoaam omeram 10" f---- ED Joint IregMSMNn $etiMtl. 8'lomt Edge to �'Radlra O ED Joint ______________ ngen Basad.. O man ho meet ens modinw 1p lnaellvse 9 (l rd ran.. la -0' mu) W 36 di MeP t61! a Faun to mU irmaK reduce dimensions 'a Abpc - #Minted by #inti. by j PIAN 12 in& minimum wan Might abois an pipes 41 Slope d l.5% Oras apeciMdln the combed doormen. \—Edgero ;"Reams REK CWO BAR LIST L Med, Size Loulbn Shape Count Lmpm Spaerg Sdi L0'g O Y a1 a Top B e'X Seebetat 'A SUDAS QIQI aoir a r r^ (15--0' min., 20'-0"max.) AD a Top 4 SX tY SW 07 4D a Tap 10 P ! RGBQ dBI V! RNg11BROMRW Nt 1 Base a 3'6' 11' "°°""°,^• 402 4 S41e 5 4'4Y 1P at A Inset 4 Bomut Lergm mime! See Pwn ' 4as1 4 NIIAI 14 VAtll NeseMmlma! N" SINGLE OPEN THROAT CURB v 404 4 use N1W VenN 4'-0' 11" INTAKE, WALL BOX Q easy 4 SMXWYIB VOrW 3'-0' 1Y MMM dirwrt Edpat Gr0lr 138'ryp_.tl mlLl (Boots ) ! B• �°• 1Y vToT Normd PMrrNn( in 3 }• 411 at� i9M Grtl Trowel —c -m plaw00ndibmahe, a, SECTION B -B INSERT) 1O.miry dirrerabru as uRUMd ro ar Peelle, aw am Mgnwnen epeOrM. 03 Mean shaping may be mMMe] nor#dean welt Nv man %#maws. Foxes as. Muw — 5'X dimensions IaMiuud by } mer. Q] 12 rnon minorum wall nese.—an pipaa. O Sltge d 15%or of assistant t ii me oei tenderest PUN (SPACER) Lomb. Sutton fir (Bed of Cum) IwnOYMI 1pa� F4 cenmrwu OTT -)1 1 1 1 1 1 1 1 1 1 _ I �1pn 1 1 1 conned by Me ntaxe Doi Adjust adjacent HAM Guaenlrre Wep 3-0• 1 1 For ma06t make, march exist, pavement joints. KNM MEC JOB#30616010 KRIS naomww APRIL 2ov Stop any transverse pavement joints mat do not ` i4 • 1 JiQ i 4'v nim © Rounded shaping at inks. 10" f---- #-0'mm. a LpTPent �elllaa, —T. ______________ ° ir "y 9 «1-7 Aew Abpc - Eb JO n 41 \—Edgero ;"Reams L Sdi L0'g O Y (15--0' min., 20'-0"max.) Pi I 4. Transverse pint Assam, on new cpweta pavement is reeuorva conned by Me ntaxe Doi Adjust adjacent HAM e.Wd spacing as mguimd I. ecwrnmodate OoaoUM. For ma06t make, march exist, pavement joints. KNM MEC JOB#30616010 KRIS naomww APRIL 2ov Stop any transverse pavement joints mat do not frond conform to the minknum speed, requiremants at Me TYPICAL SECTION AND DETAILS edge of the Haan area. © Rounded shaping at inks. YXran a GMa #-0'mm. a LpTPent �elllaa, —T. 4. Gana reeuorva 1 e.Wd xaWdjWM KNM MEC JOB#30616010 KRIS naomww APRIL 2ov frond ° TYPICAL SECTION AND DETAILS wll l Et on £Je. Sir Res 1l mu 'ED JohO Dowty OR, 4\- 8 Joint - it MA Pq pa.a., CM-inlNem atz SMrmrm SIM II N' ISOMETRIC (Rater to SECTION 68 for elgomeml of Too with S,..r, IOWA CITY, IOWA nBAN reeuorva /^ Ann KNM MEC JOB#30616010 KRIS naomww APRIL 2ov °� 1)40 Unlrger bila buildingstrong Nei tiler• Iowa 52317 B "- 319.626-909° MLC L U R E" 1,319.626-9095 ENGINEERING C4 DAVENPORT BRICK STREET RECONSTRUCTION PROJECT TYPICAL SECTION AND DETAILS y�ym �'�'qr'"O'" w ora uraia .n o•> "m �* ..Oen._,c,,,,,"m.ra B-06 —SN D Wil C I I 1O Sea dowel assemblies for habitation details. Por Joint detanarefer to PV 101. 4'-P' min B" --s{� 54 4'-0" B" ._o•• [rade O Sack Spacing min on A'-O'min at Lor Point DVVj o 03 'DW joint ata btation between (Nora i curb 30"Grog Tia Bar � e no closer Car'CD'faM[s. Place nodmaz Man5hel toa'C'ar 'C or' 0 aur CNhrs CD' joint PW. JOINT aW S 4 Q © Mace M'n Ina limitsshwrn under dowel IArg Pavement Blabs) Wxi DAY'S WORK JaNToft w.*ke) e�'n Wrsr (S) Edge wth 118 inch loot for let affairs For HT noun, _ d — SN Detail A m B Pavement Edge 24• Mn. Header remove header black and board Man senaMJ slab Is placed. —4D 4" aTaryaper Wrapped © Unless oea Ise swines, use'CD' lansvemg connection joints p mainline peVement MRn V IS Top 5'-p" 'B' Joint C3 -_9 Jess n inches •C'i,J 2 O� Q'RT joiyynsst may ba used in lieu of DW pint al Me and of CONTRACTION JOINT CMsert, thas work.aged due to �t Sae Det011 _ ^. ee the Contkeement the dnr g at additionalve HEADERJOINT AUModty /,w' / FLOW Edae to j'rad. B' Joint �g, Pavement Edge r.-SNDetaIID ED, Joint Joint Ue8" Long Dowel-• at12Hde Diameter d• Q . IMn.l to 20'-O"Imax.l Txie}Ing PossION Contract Itear. ExlefI!p match exlsHna pavement Jolnis Pavement Intake. 5W-541 PaveitiMt Joint Joint POaslde Tabulallom PLAN Pavement W4 -9B isaeN \Iowa cePartment r s, a � of TranzPq'hltlan SW541 STANDARD ROAD PLAN 0 A rola 'e OPEN THROAT CURB �} 5UDA5 OIOWADOT V PV -0U1 INTAKE UNDER PAVEMENT —SN D Wil C I I 1O Sea dowel assemblies for habitation details. II 1 table. � SakeeLocate S12e O Length Spacing O DVVj o 03 'DW joint ata btation between (Nora Base 30"Grog Tia Bar � e no closer Car'CD'faM[s. Place nodmaz Man5hel toa'C'ar 'C or' 0 aur CNhrs CD' joint PW. JOINT aW S 4 Q © Mace M'n Ina limitsshwrn under dowel IArg Pavement Blabs) Wxi DAY'S WORK JaNToft w.*ke) e�'n Wrsr (S) Edge wth 118 inch loot for let affairs For HT noun, _ d — SN Detail A m B Pavement Edge 24• Mn. Header remove header black and board Man senaMJ slab Is placed. -� aTaryaper Wrapped © Unless oea Ise swines, use'CD' lansvemg connection joints p mainline peVement MRn V IS Top 5'-p" Zida equat to 8 intoes. Use -V pink wnan�is C3 4 Jess n inches •C'i,J 2 O� Q'RT joiyynsst may ba used in lieu of DW pint al Me and of CONTRACTION JOINT Long Tia r Header BIOck thas work.aged due to �t Sae Det011 NT OO ee the Contkeement the dnr g at additionalve HEADERJOINT AUModty (Ertl RIDd Pavement) Top of Curb Top of Slab / SeeDetaiAor3 Pavement Edge r.-SNDetaIID Ue8" Long Dowel-• at12Hde Diameter d• Q 31T Long Tie Bar at R^ Centers 'CD' 1QQ4 © 1W Long Dowel Larger Man Dmvel 12" DW•CG'Q© DOWELED CONTRACTION JOINT et Centers 'Rp'QQ T ABUTTING PAVEMENT JOINT CURBANOGRRKJN NIT Sea Detail A or B Pavement isaeN min E.RIM. 0 rola 'e �} 5UDA5 OIOWADOT V PV -0U1 030' Lmp Te Bar How Demefar gT'a is stir Genian 9" 24" BerO 116118 NININ RANMM NMMX are¢ as •CT 04 Larger than Tia Sar at 12" Centers. 4 irs'°w.s �•�.�ti.iin•'Ti�•"s n� w'en Y' TIED CONTRACDgAJOINT ABUTFINGPAVEMENT JOINT _ - in RIGID THEtL JOINTS n TRANSVERSE CONTRACTION TYPICAL SECIW rn —io uz I- © -1 BAR PLACEMENT (Applies to all pints unless oMarwiN Eataxed.) Tops Cut Baha &d c Z^ Joint Seelent Maledwil L _, �,,. (-Top of Slab V C JOINT IN CURB (Match M CR or C pint in peve hent) 1•fo} Top of Pavement F2 4 Sas SECTNR4 AJ (D veil at Edge of Pavement) 2' Saw Cut DETALA (Sew Cut formed by NnyMIBMW NaoBh serMng eGuipmenl.i Joint Sealant MaterbSaw Cut 1 S e I' 4 4 Chookat A Joint UN DErAti e (Sew atfamed by approved eedY mntlaM on IN equlpmNnt) JdnlSNlenl MSaw CN alaria �1 iR 4 Crock a JdnWN . DETAIL C TRANSVERSE CONTRACTION QI 39 Imires When attaching the SW -542 extension Y'1 O atiaoAddToodhingkf swo in own` t.h 0 Modify dimensions as required to accommodate otTer cist, height¢ when roe�M APR 18 Ari 8: CITY CLEI '10V4A CITY, QS Saw CVjfa badoPMdTl3 x W; saw'Cjoint to doled ofTl4 t 114 09 When ti Into oM peveroeM. QT MikeaeMe the depth d sound PCC. BAR sUBE TABLE REINFORCING BAR LIST Dowel To Bar Mark S12e LocationShape Length Spacing d 4 Base 12" Nil a2 4 Baa. 5'-0^ 14" bl 4 wan 3.-C,1 14" d 4 TOP P' -B" 14" c2 4 Top 5'-p" See Detail C3 4 Top T-0, See Detail 04 4 Top 3'-9" Sae Det011 Saw Cut DETALA (Sew Cut formed by NnyMIBMW NaoBh serMng eGuipmenl.i Joint Sealant MaterbSaw Cut 1 S e I' 4 4 Chookat A Joint UN DErAti e (Sew atfamed by approved eedY mntlaM on IN equlpmNnt) JdnlSNlenl MSaw CN alaria �1 iR 4 Crock a JdnWN . DETAIL C TRANSVERSE CONTRACTION QI 39 Imires When attaching the SW -542 extension Y'1 O atiaoAddToodhingkf swo in own` t.h 0 Modify dimensions as required to accommodate otTer cist, height¢ when roe�M APR 18 Ari 8: CITY CLEI '10V4A CITY, QS Saw CVjfa badoPMdTl3 x W; saw'Cjoint to doled ofTl4 t 114 09 When ti Into oM peveroeM. QT MikeaeMe the depth d sound PCC. a saw �..:._.� www¢ P...i.n gDSUIYl9QMMWWDDT RRMIKWM S6MMI�NMBFWI JOINTS BAR sUBE TABLE IOWON Dowel To Bar DlWrneter Sias eB" 3.a � arm 11 10" 4 110 21B" 12" Nil a saw �..:._.� www¢ P...i.n gDSUIYl9QMMWWDDT RRMIKWM S6MMI�NMBFWI JOINTS :Viola uaPo i eo<uaAwwmrkwww.ui.ewe sin<ui r i:u rm IOWON /weave .once srimw. KHM �rt I aecm RAY nbeimwoxxo. 0Y,IOWA MEC JOB AJ061 6030 APNL 2011 III%w� MCC L U RE" ENGINEERING Co iT40 uid,ga.b� building Strong COiri:nl:nif:?5. NoelM1 UbaM.lowv 5331) 319-6269090 k.319.626-9095 DAVENPORT BRICK STREET RECONSTRUCTION PROJECT TYPICAL SECTION AND DETAILS M1dn°v'�"0 r^^•^"'veAOa.e.wan=bis.inb,>mwm.-.�"... rAmna,.. ,nim,.a.,.eaA. s wmm+....iev..r�vewani.rM+x., a.i�senewa.A.rea..a m.."we,nw.n,..,p.,..,. eaA.o.rnvnumen.m.aiwa..rru maywrvmam.ua..yywe. um4a.amo+..n n..a.��r".s wx.eanv�e�.w�4s."w..nvµ�T B.Q7 I :Viola uaPo i eo<uaAwwmrkwww.ui.ewe sin<ui r i:u rm See Cal TYPE WIDTH t® Bsachpports may ba nBCBMary forfixed sempaviq to srhewe the bar remains In a M1aUo1M in are EO 1' I Ban position O 3R Larg al- See Detail E � 11 pie comms. a 6• SLOPED CURB tr Cw,Mn OT © Sival or saaiirhp dpint not requires. 'Y t 1 ` ' Hbot l F FORMGRADE GMDE EIEV. PV 101 22 © The spacial lams aro Interchangeablesubject to me IRAIN JOINT 1 8' 42 �Seq OemilA postring 1-.11. (AbhMUhp PavementSlab) R5 Ban at W.I., and 1KT-1' m t�'. � S BEA m -For sho Iain wt sections. match existing mirth profile XS-1'tr Cambia IS.* Rienlmced Perennial lBhid$e Ppposel MS and 1-r M3 sand 1-3 ,• w e 1 1 - maim - - .. OT See Datil 61. D2. or D-3 sr �� ABUTTING PAVEMENF JOINT -RIGID TIE -e5 Bars 30' Lmlalr Camera 11 r SeaDet E �'-- W Kers s t 1 Centers --- p5 ears a 12' Conlan 2• - Ban at sS Bans 12"Centers 1 Centers l - QT © 7 'L' CONTMCTION JOINT T Joint Ban Bar L erplM1 mind SpllUhl <B• 1ST -1' N 38'Lala3(Y Canters xC I tal I I 36' ung M30' Consent T Jernt 1 Bora BM lAhhlyla mind 8Ndrp <B' I L-1' I 36' Lag NW Centers 4 Da. Hpbr b ST -3 1 1 X52' L -r 96' MW Omter�. shot Ill JoYN IlbuDb Rehntorced Pavement IBoge Appmacnll xB' L3' 36"L a15'Cerve�, Nob Yoe BT -5 6 'TQT J.;Than. 9' EDM. 1�mn. t Sea Detail 10, ar ABUTTING PAVEMENT JOINT -RNID 1E (OIBad) ,F-- O QT Joni Bare Br tarsal and Spsoft i M• O� AY T JAMMINGPAY WJOINT -I4EYINE _ O Nweee .mow° c6• 975 N BB•LYIBa SrCrrra 9TJ 2I'l4etg ■3R CarUara xe• 8TH• r5 N•lenRa tS Csnbn ��� QL�NBOF s PV101e QT Joie Rars Bar Lerlm etnd Spacihp e « M-1' W 30•Lwpsa30•Cemers M2 30' Leri sa 30' Canters o seaDead D-LD-2,crD3 See Deal E 1 RMRBE ��� x 8' M•0' N 30• Lprp a 1Y Centers _ —1 c A 9lAB8 IEYED JOINTsTla LONGRUDINAL CONTRACTDH JoINTs WoACENT ore Tts6'mi (Wmma) ir T2 L DDMJEL PLACEMENT (AIMMsb Ypinb Wein WhahWlee daMYeO.) MH Width lse0 � L- tsOb blow) cr JOINT PE WIDTH CF -t 2' CF -2 2z -1 3 CFJ 32 Y TMu Cuts -1 Fs _TOP dCwO 'spm 1. Nonni _ JDbt Fllbr a T DONT M CURB (vbw a I3ea a o.D) Tots Y Fb>rala Foam Jaye FYlsr Toopp taSab �I _. —__ ��Iwr Nmrhxrel EF JOINT CURB (VIeW at Back of Cum) hWwwn- 1•TNu Cwb Sea Debi) F-\ Reebnl Topd Slab -O"'b �Jpol FYkr ab Match'E' Joint Joint FI in Pavement �� �I Skb --I-1 "Nominal v E• 'ES' I- UP"$" JOINT JOINT IN CURB (vire, at Baer a lisp) Deal F or Detail G JbIm Filer serene ISes Dowessa ExpansionT (Sea DwvebO Expsaebn Jams TaDk) 1 Joints Tape) T O18" Lip Dowe I I-Wi at 12" Centers (Sec DoweleE Expansion Joints Tai 'ED','fil-EF 15 DOWELED EXPANSION JOINT IOWA M, IOWA KHM BAN MECIC641' 6,6010 hen Nwhro AM 2017 KRB n OAPrilIsen Ac_OkM16@p1Da.enlltmroV.01 Ap 4117lJm73M1 FM Joint Sisabnt (Se Deal FI_, Joint FdW SECTION Bot 1 Jab)SaWnl Malars Joint S filar B DETAIL F 0 Sae Bar Sim Table. © Edi heal 114 inch bot for la,M dFast indicate d fomes: el nothaquned when cut win barrel leads aaw. ® Sae Dawe Aaemdbs fm Norto. a t his errd placement limits. Cost the sae and of dowol bar to preterit brand with pavement At intake tc atans, aawet Ira may Ite rest -in -pace. ® Fretri or Pattern M1aee m lmnt massive! for epprppdere otowel size. © Compal Un Will by apadiN won a squat. showl Seabnl Materia } N plYwao or pressed wood sparer peri lor'EF joint. DETAR G \. Flenble Foam Joint Filler 16 L t2l"JaelSWlam Malenal T 8 Q BETAIL N ... Tara BuMrpe 111%°"sie McCLURE' ENGI FEE9IN6 Cn DOWELED EXPANSION JOINTS TYPE WIDTH FILLERMAMFUl 6 EO 1' ftasilbnl (OWlF) EE Y Fexipa Fours (petal FI EF 3j' Fbese F. (Deal G) BAR SIM TABLE OT cr IxCbA x10' D Wlr 4 <11•1 1z' building strong f 9 Tl2 GO TIE BAR PLACEMENT (Applies to all joints unless omarwise detailed) 1. 1• Joint 6ealan(Matevah —4 S16 Saw Cad T/3 x 4• Crac w Jinni—me DETAIL Da (Req tion is not Ne Contractors,i me ueqtpnry, or t of Mian stmchfied in me contract dmvments) —8 318 Saw Cut Tin Cres m Joint Line DETAIL DA IRequ red when specified in the conbnm documents.) Joint Seel Malarial r6 to16 Saw Cul Ta f 4 craC n, Jmm Lire DETAIL D 3 (Required when me, Depanmenr o1 Transportation is the Contrail rp Authority or when specified in the contract documents) p When ll Into ad pawement.OT represents the detain of spi PCC. tQ shipment or cashing not nqurve. FILED y.•l.y t 24f} 4t9 �: r5 s Rx #4K Y.1 CI 111 KEV WAY DIMENSIONS j`5tr� '1 f 'l' 8 $Mine FORM -lR Par Pssrt9 EOPAEOVE _ _ _ __r Keyny Type Pavaprs TlWAyeINT B SubliminalR•MOMIar w 1' r s. 6• SLOPED CURB Or.osar..err elas'albn dberenc�e hl Proposed PEaweerd b FCC. Q Hr, acl be L' IoM X prapoxs Pavrnshl ts PCC 13' joint Y Propoee0 Pnenem b HMA (}RUMS QIOMNOOF ° .. ' Hbot l F FORMGRADE GMDE EIEV. PV 101 DRIVEWAY DROP CURS -- " CURB AND GUTTER UNIT 1 8' 42 �Seq OemilA JOINTS building strong f 9 Tl2 GO TIE BAR PLACEMENT (Applies to all joints unless omarwise detailed) 1. 1• Joint 6ealan(Matevah —4 S16 Saw Cad T/3 x 4• Crac w Jinni—me DETAIL Da (Req tion is not Ne Contractors,i me ueqtpnry, or t of Mian stmchfied in me contract dmvments) —8 318 Saw Cut Tin Cres m Joint Line DETAIL DA IRequ red when specified in the conbnm documents.) Joint Seel Malarial r6 to16 Saw Cul Ta f 4 craC n, Jmm Lire DETAIL D 3 (Required when me, Depanmenr o1 Transportation is the Contrail rp Authority or when specified in the contract documents) p When ll Into ad pawement.OT represents the detain of spi PCC. tQ shipment or cashing not nqurve. FILED y.•l.y t 24f} 4t9 �: r5 s Rx #4K Y.1 CI 111 KEV WAY DIMENSIONS j`5tr� '1 f 'l' 8 $Mine FORM -lR Par Pssrt9 EOPAEOVE _ _ _ __r Keyny Type Pavaprs TlWAyeINT B SubliminalR•MOMIar Heol Lw hal 1' r ®WDJSIQIDW11DOf BL�,1 SIIINTRIN SWY�IBBRMI M- I"' T h�'Jj 1- }-R 3- { Sbpe as FORM 6• pwpl_am ELEVE _ _ 7 j`5tr� '1 f 'l' 8 $Mine FORM -lR Par Pssrt9 EOPAEOVE _ _ _ __r t r�'l i. •$Ippe aH FORM 4' YR-" per dens ERADE Ferphntsessss. see PNI Q S• SMMeN Cum, 6- Slopes CUED. er a- cum as specified. R3 Q �' E Proposed Pavement Is HMA No 6' STANDARD CURB 6• SLOPED CURB 4• SLOPED CURB elas'albn dberenc�e hl Proposed PEaweerd b FCC. Q Hr, acl be L' IoM X prapoxs Pavrnshl ts PCC 13' joint Y Propoee0 Pnenem b HMA Mos a Cum LrhhlN LM 7 1 �" to 3• { I, � -Slopeses FORM jj�� Per gens Van ELEV. e�IL ' Hbot l F FORMGRADE GMDE EIEV. DROP ATCURB AT SIDEWALK DRIVEWAY DROP CURS -- " CURB AND GUTTER UNIT 1 8' 42 �Seq OemilA ,1� 'Y m t�'. � S BEA m -For sho Iain wt sections. match existing mirth profile DETAIL A 5UDA5 QIgANCQF IYIBLw 1WBIMg11RAN ,• w e PV•1O2 - maim - - PCC CURB DETAILS "'o i-miw2e ion• DAVENPORT BRICK STREET TYPICAL SECDON Henn l�l»m, lows 52317 RECONSTRUCTION PROJECT AND DETAILS 319 626 9090 b. 319-626-9095 1S NIan1Wn O1 Speed mal spend in natural poetgn U u u Curb and Gunn Qllproposed bDaPCC match olnt ocurb ndpos and on, lain E' nts m cote ane goner sexton where e:Dansion Ides are w motion Da placed in op9sed panemem -- — — Propaaed Pavement Overwamvate 61nUes. Placa 6 inches V V Curb and Gore, aA�aa� 1140 Umima.r term 1'Y� buildingstrop on.,... ... Kenn D9-626. we 52317 MCC L U R E" 9 v .9-6266090 b+]19116-9°95 -- JOINTING DIAGRAM FOR CURB AND GUTTER UNIT 13' Ndmal 6 O3 slo Cad no J {I.1at+ab^� i SAW 6 WM RUNOUT FOR ALL CURBS atone goods. Do not place mu" wined CURS TNANSITION FROM S' STANDARD TO S• SLOPED4. 'J, suDAs R.. BILMI •.- QIBIAwAIDT BB.. W,RMI PV -0.1 g_ `'O Sloped S. T S Sbpe3 Cm and completely remove all tame 9FRaM �B r te® CURB TRAIgR3]N FROM r arANlweD TD a• aovED PG° CUM MTAS S ON, v I id iequired; / 1 V2 to 2 Times_ Root System PLANTING PIT (Bare Root Plena) Form 3 - deep wumr. _ 1 bznmea _ poor Ball Demeter PUNTING PIT (balled and Budapped Plants) Deep Muflon Finished u Grade .- tle .; .,71,n sdfy aldea Form 3 - Pa deep w3Mori Finished Grade Scent tides 11102nnl. _ Piece root bell on Rood Ball Diameter undl.4wlbed soil. 9' DeeF MuIA PLANTING PIT On Slop.) Orale Sea*sakes of pit Phos root ball on pMiHurbad coil. I I Garden Hasse Ilion Tres Haight (4'4' mRr.) Panting P par Figure 9030.101 ,VAWq\GAxVA\GA\X1A%A\V; STAKING Place one stake W s romwest 1 FIE4 Place one sake to southwest. STAKING PLAN 1 (Trees 2 112 doh diameter or smaller) I STAKING PLAN (I . WW Sawn 2 I krA danreten Ot Wrap bunk Bnm gmund lime w first thatch when specified in She contract documents. O1 Speed mal spend in natural poetgn ��ae with Boll excavated from pt. Contact WxW aim Clan C ntncrete or match 2O Overwamvate 61nUes. Placa 6 inches aA�aa� 1140 Umima.r term 1'Y� buildingstrop on.,... ... Kenn D9-626. we 52317 MCC L U R E" 9 v .9-6266090 b+]19116-9°95 of cause "In pit prior to planing. Dew Mulrii O3 Joint will root Collar at or slightly r Original atone goods. Do not place mu" wined / D/sake 2 inches of tank. Begin transition at edge of root ball. Cm and completely remove all tame burlap, arM yore baskets from roe bat prior to,Wsi boci matedal �j pm of Root Ball I I Garden Hasse Ilion Tres Haight (4'4' mRr.) Panting P par Figure 9030.101 ,VAWq\GAxVA\GA\X1A%A\V; STAKING Place one stake W s romwest 1 FIE4 Place one sake to southwest. STAKING PLAN 1 (Trees 2 112 doh diameter or smaller) I STAKING PLAN (I . WW Sawn 2 I krA danreten Ot Wrap bunk Bnm gmund lime w first thatch when specified in She contract documents. IOWA1,030OWA aeva ��ae Contact WxW aim Clan C ntncrete or match aerro KHM SAV MFC 100l3D516030 KRB "°°'°°""° """"°" aA�aa� 1140 Umima.r term 1'Y� buildingstrop on.,... ... Kenn D9-626. we 52317 MCC L U R E" 9 v .9-6266090 b+]19116-9°95 DAVENPORT BRICK STREET RECONSTRUCTION PROJECT TYPICAL SECTION AND DETNLS pavement dao. Minimum 2 inches clear on B.09 ENGINEERING Co reinforcement Center mating venin Wxout area. O1 107-1'.'KT-T.'BT4', or ST -T jpimt if three-piece Roam, P casting( 6° 1 Type B and D or SWE02 Type F) is uaed.E1�lRaR1y (SW 601 Tyoo A �) 2 O2 410o1ainch (1yp)IY4 . FLPa'm Sflond-slabC IC / A2 2A Q3 IY4 lupps(va^rede Wool Plant at mak-dabJM1t or pi O ,l PilriLffiGrgs Wor SWM Ff. Its boaoutZ 11 ype a at used witha lnr � ps. fasting consVun. decolen 'Cor GD' In Sedim -ylde bath casting.m2 PCC Pavement J AT JOIM M INTEECTION OFFSET AT JOINT INTERSECTION E JOYV Adlusrment g ' is E'J.m1 SECTION AJ (Fp ship -piece Ned cetrlkp) }� 2 O3 Q2(3 {�/2 1 S-0• 1 6 PCC Pavement / 'C'or'CO Joln (�{�A�q-q))) /'/ O j\` ��AT -,' T(T-1'. M -T. M-1', 1(T -T. Ring 9T -1',a STTMint 9T-7 hkd CTION A -A SECTION A -A (For three-piece Boating casing) 1:J,a se rV-�O� 1 RYB MITI S111WMp1olOE CNCIILIIR AT A INNGIE JOWT MANHOLE BOJ(OUTS IN PCC PAVEMENT I I Garden Hasse Ilion Tres Haight (4'4' mRr.) Panting P par Figure 9030.101 ,VAWq\GAxVA\GA\X1A%A\V; STAKING Place one stake W s romwest 1 FIE4 Place one sake to southwest. STAKING PLAN 1 (Trees 2 112 doh diameter or smaller) I STAKING PLAN (I . WW Sawn 2 I krA danreten Ot Wrap bunk Bnm gmund lime w first thatch when specified in She contract documents. mNe.vAC_W0616p3ptyaYpnVkn\B.Dl.hy NI)Ro1T3:J1 FM IOWA1,030OWA aeva ��ae aerro KHM SAV MFC 100l3D516030 KRB "°°'°°""° """"°" aA�aa� 1140 Umima.r term 1'Y� buildingstrop on.,... ... Kenn D9-626. we 52317 MCC L U R E" 9 v .9-6266090 b+]19116-9°95 DAVENPORT BRICK STREET RECONSTRUCTION PROJECT TYPICAL SECTION AND DETNLS re�w4.wn.e.aen.m.x..w+xun..ei.sFr M+.asiasrvo-.na... �. p.e.nrnen e....w.a... p �,.�,.,....w<,ma,�.a.>wal�m.�,...,.,��ww w •^Aar... r....na as w.w.•.a,�n...aarmm� e�eer.mi,.. eq�...%win w..•,wPd. ww�.m..w. w�w..vw ..m...a.. .m .,. con B.09 ENGINEERING Co mNe.vAC_W0616p3ptyaYpnVkn\B.Dl.hy NI)Ro1T3:J1 FM Construct -J-hook- at won and con an Individual section of sack or perm. Slakes Distorted Arse � \0;,10, l4,"s I boon atota ParOertsnEar blbpa.l r� Mob »Pro as PIAN VIEW OF SLOPE (b Wknent arM flaps wNd) SECTION VIEW AT STREET (lar pedmetar control along street) FILTER BERM FILTER SOCK PROPOSEDIi AO.SWACPROP IXNMA (DLINTDN 9T.) .M11C COURSE _-L Tice aacmonal Timer tetanal or roll m ml re seam between the Me and the ground lam Berm answer Is typical for slopes flatter Nan 3:1. For steeper slopes, increase berm sure as directed by the Engineer. Place bene m undornpaded W. perpendicular b the slope at locations spepfed in the domra t documents. Filler sock diameter as specified in me conmactdxuments. SUDAS 8040.102 SUDAS Standard Specifications FILTER BERM AND FILTER SOCK HMA PATCH DETAIL NOT TO SCALE Length Possible Sdewak Handrail A Posts �_ _ _ __ _ __ _ _ A TT _ _JI_ .74 .IL-- 1 II II I 11 G II —il — 111 u n II I M n Possible WyN _�___ II _ II_ (vanes) g' —T -- I' —1 -- r— —Ir SeRiwalk I '�JI 'I�wQ1B'CL w®lrcc awass" PLAN 'i tz•• DAVENPORT BRICK STREET RECONSTRUCTION PROJECT S-0• mm fpabln9 .K+...fn•rwrsmne.e+n.a.r �v��wnw�.umr m.vwv,...i..n.... s,. rs�warsilrm" ^> m., A. ,."„�.v., '„°.~ wi�wr-w m.v m 1 .,. ...v. -n.. nr s z I'5'la 1' T• ENGINEERING 2-IWto E T. 1' PrefwrrKtl A Expansion Joint S�nlmmr�3nEf119nt - LLa O Minimum head tiepin Is 11 intoes. IN 1• Plefamad W ®18• C -C 8 Expansion bM 8 ' 1 x 8- In. N6®12•C-C @ r Iwaa1F ium to 2% 81 AId �II ie iwlmM fi14-in II SECTION A -A OD W SECTION A -A 0 to uNlry Install pipe support for all new sewers 12 nches in diameter or larger when clearance between bottom of new sewer and lop of afraid, Ione IS 12 inches Or lase. 0 Comply wnh Figure 3010.101. 0 Finn Intemr wrface of lootags. Keep Me 12= Abby dear zone mem of conpele. OD = OuRide pipe diameter PlavMa a minimum of 2 inches of corer awass" for all reimordng. DAVENPORT BRICK STREET RECONSTRUCTION PROJECT F.nuve all users are an equal height .K+...fn•rwrsmne.e+n.a.r �v��wnw�.umr m.vwv,...i..n.... s,. rs�warsilrm" ^> m., A. ,."„�.v., '„°.~ wi�wr-w m.v m 1 .,. ...v. -n.. nr s fall a1 mastic are an equal depth within a flight of stairs. ENGINEERING is dunces. S __' ximu�l lis Tincnea. S�nlmmr�3nEf119nt - LLa O Minimum head tiepin Is 11 intoes. O Match effins, sidewalk width. ZOII Vib G+,dt, �dA ory ing to rre�n adj 51�',�aIt, Iwaa1F ium to 2% ie iwlmM fi14-in 10Y/A CITY, io4v,A 3 04-W ISOMETRIC Install pipe support for all new sewers 12 nches in diameter or larger when clearance between bottom of new sewer and lop of afraid, Ione IS 12 inches Or lase. 0 Comply wnh Figure 3010.101. 0 Finn Intemr wrface of lootags. Keep Me 12= Abby dear zone mem of conpele. OD = OuRide pipe diameter Maadw. ,dpi GQAe JNynV anAaQN Ory An 1=1113:41 IM mHM nBAVw IOWACnT.IOWA MEC JOBa306161tt0 oeamn .��n eaax.e KRB APNL 2311 awass" ILII m" Ilea Lininaar Lan building strong o..�...nl.. tt, Nenh LRNd,, Iowa 52317 McC L U RE' 0,9-6266-90 b. ]19b26-9095 DAVENPORT BRICK STREET RECONSTRUCTION PROJECT TYPICAL SECTION AND DETAILS .K+...fn•rwrsmne.e+n.a.r �v��wnw�.umr m.vwv,...i..n.... s,. rs�warsilrm" ^> m., A. ,."„�.v., '„°.~ wi�wr-w m.v m 1 .,. ...v. -n.. nr s YRI M. p B•1 O ENGINEERING Maadw. ,dpi GQAe JNynV anAaQN Ory An 1=1113:41 IM RESTRAINED JOINT FOR HORIZONTAL 11 1/40(A), 22 1/20(6), 45D(C) II''_, /"I� LTM u.I.y..lni. buildingstrong.mn,�dele,. wn6 u6.ro. lone s23v M�CLURE" � 319.626-9090 b�Jl 9-626-9095 BENDS TYPICAL SECTION ANO DETAILS NOT TO SCALE 8,,, ENGINEERING CO M9JWUM LENOIH d: RESI/WNFD JOINT PIPE FROM FIRNO' (FEET) RPE 912E PPE dMRVS10N 11310111 N:FET^ pNDEs) MAIHIVIL A B C D E F O TN 1 RIC 2 3 e 13 13 9 35 15 e PVC 3 Is B 19 16 36 27 21 6 PVC 3 6 10 23 9 67 23 10 PVC 3 e 12 M M 3B 33 37 69 33 12 RIC 1 r 16 31 36 er M 2e 16 PVC 9 16 ss ss R n M 16 PVC 5 0 M M a er M 56 16 PJC 6 10 7B 5 20 M M TT 07 ee ZD PVC 11 32 63 63 BT e3 DAX u Pv5 3e c a Is e1 e1 107 IV 12! rs AB911LIED 1 dP 2 3 6 13 13 9 M 1r .B 0 DP 2 1 9 19 /9 M 50 23 e DIP 3 6 10 b 24 M M 31 10 DIP s 0 12 711 29 A M 37 12 DIP 6 r 16 34 36 T3 101 M 14 DIP 1 S it SB SO SO 119 M 1a DP 6 9 19 M M 103 134 66 10 DIP 5 10 21 M M ITS 1M ez 20 DIP a 11 A M M 133 td M 21 DP r 13 N OS es 191 192 e0 ' USE RESTRAINED J0111115 IN PIPING LNG WITHIN THESE DISTANCES FROM THE FIRING ^ TABLE BASED UPON THE FOU- MNG DESIGN CRITERIA: S0LTYPE:CL SF I.&I OEPM DF BURY:5 TEST PRESSURE: 150 PSI USE 1 RETAINER GLAND FOR MECH RUG OR CAP L RESTRAINED JOINT FOR PLUG OR CAP NOT TO SCAM: - X USE 2 RUNNER GIANDS FOR EACH FITTING I RESTRAINED JOINT FOR VERTICAL 450 BEND NOT TO SCALE FILED 2011 APR AM 8: 55 CITY 10'/1(`1 C T Y. I j W.a W h v USE 2 RETAINER GLANDS FGR EACH FITTING on,E RESTRAINED JOINT FOR HORIZONTAL 67 1/2D(D), 90D(E) BENDS NOT TO SCALE MIN. LENGTH WITHOUT JOINTS, FTfTINGS =S MW. LEIJGTX WITHOUT JOINS, FffTING3 = 5 RESTRAINED JOINT FOR TEE 40T TO SCALE eam wnvrn IGWA CITY. IOWAc.�w KXM BAY MEC 10e x30616020 AmLzon KRBn ` II''_, /"I� LTM u.I.y..lni. buildingstrong.mn,�dele,. wn6 u6.ro. lone s23v M�CLURE" � 319.626-9090 b�Jl 9-626-9095 DAVENPORT BRICK STREET RECONSTRUCTION PROJECT TYPICAL SECTION ANO DETAILS '°"n' ,�.... ............�;: . a .,,.n�a .,.. ��.,�„` r.n.,,,.,A...,,�,,..",.,a�......mm....",m..�.. ^^r •��.�� c, 8,,, ENGINEERING CO O:\Ma YACIXKM16O2OkOYPnl m\S.01d" 417P017312 NA TYPE G TYPE E TWO-PIECE FOMD CASTING TWO-PIECE FDIED CASTING O & I o U .4 SIQRM SEWERC� CRM SEWER =A. O G $ A DRAVRB m �, DRAINS W � 9i3:MI �. siR6AM HCl c WaRKS DY'0- �c aORKS DyleA�' PLAN Anchor Bat Hoe VJ-- Flays (ryo.) PLAN TYPICAL SECTION COVER NOTES: I. COVER SHALL CONTAIN THE IOWA CITY STANDARD LOGO AND A MINIMUM OF ONE CONCEALED PICKHOLE FILED 2011 APR 18 Art 8: 55 CITY CLERK 109;`A CITY.10zVA TYPICAL SECTION COVER NOTES: 1 FRAME AND COVER SHALL BE NEENAH 0.-080.2 OR APPROVED EQUAL 2. COVER SHALL CONTAIN THE IOWA CIT' STANDARD LOGO ANDA MINIMUM OF ONE CONCEALED PICKHOLE 3. IF FRAME IS REQUIRED TO BE ATTACHED TO STRUCTURE, DRILL FOUR 'e DIAMETER HOLES OR SLOTS, EQUALLY SPACED AROUND FRAME. orwwvrt KAVA CITY, IOWA .m.ti�. .n.�m�st,gNwrbvuw� ws.s„W.wua tiuibs. Amro. KMM SAV MK NM �lo61MM0 '"j ITW LirenPn b,. DAVENPORT BRICK STREET TYPICAL SECTION Np1ALbrlY.bw 5331) ��.� nm laa.rro IfRL 301> building Strong 319-6T6-9090 RECONSTRUCTION PROJECT AND OETAllS KRB MCC L U R E'" b. 319 626 9095 :mw •=v m.m.w >,m�b w. n ..,.w,o-u n„, wu,..en ..,n ce.00-n 8.12 :ygPpNK_V:TpigRW)opnVbmV.111.GK .,1,/1V I l D:.I .fix O:\PrejmtlsUAC 03061603%amfgn\Pbm\Cal dx9 4/12/2017 4:2J PM ESTIMATED PROJECT QUANTITIES Data I9kd below is for informatlonal purpose ony and shall not corBfihM a Oasis for arty extra wak alders. " Ikon Ikm Code Descrlptlan ESTIMATED PROJECT QUANTITIES F.� THE 2017 EDITION OF THE pWA3TATEWDE URBAN STANDARD SPECPK:ATgNS FOR PUBLIC IMPR0I�ME )SIWLL MPLV IVm ttem COtle ttem Untt Quantity TO ALL WORK PERFORMED ON THE PROJECT EXCEPTAS MODIFIED HEREIN. CRY OF qWA CRY WATER DISTRIBUTOR SPECIFICATIONS SECTION 02880 DATED NOVEBHE�R}(2�I018 PN��DDDACOoCEtPTEAAD PR®OLDry�UCTC(S1 FOR gWACRV SECTIONEARTHYYDRK REFRENCE INFORMATION NOTES OUNDABELOW AEGFOUPING OF STACKED BID REMS SHPLIIAP��TWPIL 114 CRAY DIRECRV ABOVE 2.1 2010.1050-0 CLEARING AND GRUBBING LS 1 2016108-C-0 2.2 2010.1030-t TOPSOIL. ON-SRE CY 984 GRUBBING NEEDS PRIOR TO BIDDING. !� liH � 1 if21 WATER DISTRIBUTION MATERIALS B. PLL IMTERWL THAT IS DESIGNATED FOR REMOVAL AND DISPOSAL FROMTHE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 2.3 2010.103E-0 EXCAVATION, CLASS IO CY 1252 2010.108-0-1 TOPSOIL, ONSRE 2.4 2010.10360 SUBGRApE PREPARATION, 8' SV 38d0 A STRIP PNOSPLVPGE THE TOP a"OF TOPSOILpNPLL DISTURBED MEAS. RESPREPD TO ADEPTH OF 6". SMRNKAGE ON RESPREPD IS 2.5 2010.10349 SUBBASE, MDDIFED, IZ' SV 3890 ASSUMED TO BE 35%. 28 2010.103E-0 CONPPLTgN TESTING LS 1 BECTON 3000-TRENCH IWD TRENCHLE38 CONSTRUCTION 3.1 3013103E-0 TRENCH CONPPCTION TESTING LS 1 SECTION 1000 -SEWERS PND DRMN9 41 4023103A-t STORMSEWER. TRENCHED, RCP CLASS Ill. IS"Dl4 if 155 A.2 d020.103A-2 STORM SEWER, TRENCHED, RCP CLASS 111, 24D41 LF 531 TOPSOIL STRIP 394 CV 13 9020.10360 REMOVAL OF STORM SEWER PIPE, LESS THAN 36" LF 658 TOPSOIL RESPREPD 384 CY 4.4 4W0.103A-0 SUBDRAIN. LONGRUOINAL HDPE, 6"DVI LF 1358 +DCV d.5 4010.10360 SUBORAIN CLEANOUT, HDPE. 6'D EA 4 S TOPSOL TO BEW/S IN SITE OR DEPOSED OF OFFSITE. HAULING AND D6iPOSINGOFTOPSOL OFFSRE TO BE CONSIDERED 4.8 40{0.10360 SUBORAIN OUTLETS AND CONNEC CM1P EA 11 MPL SECTION 6000- RMANS ANO MPU NMI E 5.1 5010.103A-1 WATER MAIN. TRENCHED, DIP, B' LF 100 EXCAVATION, C 1a 5.2 5010.1030.2 WATER MHN, TRENCHED, DIP, 8^ LF 380 FIG.2010.102 FOR DESIGNATION OF ROADWAY EARTHWORK ITEMS DUALS. 5.3 5010.1030-1 FfTTINGS l8 3% JiFILLSHROINKiiocy ATIONINCLUOESPLLWORKNECESSMYTOPGHIEVETHEGRPDESMSHOWNNTHEPLANSYNENTFOROVERHMLWILLBEALLOWEDKAGEWASMSUMEOTOBE30%. 5.4 5010.1030-0 WATER SERVICE STUB, COPPERY EA ] 5.5 5020.103A-0 VALVE, GATE. B" T' EA 2 5.6 5020.10330 TPPPING VPLVE PSSEMBLV, B' EA i TRES:1,252CY 59 5020.ID331 TAPPING VPLVE ASSEMBLY, 8' EA i 5.8 5020.1030-0 FIRE HYDRANT ASSEMBLY EA 2 SHRINK 0CV 5.9 5024103E-0 VPLVE BOXApJUSTMENT, h?qR EA 6 TOTAL a 1,252 CV SECTION 6M -STRUCTURES FOR SANITARY AND STORM SEWERS 6.1 6014106A0 MNIHOLE SW401, de N. EA 1 2.4 6.2 fi010.108-A-1 MYJHOLE SW401, 80 N. EA 2 SUBGRPDE PREPARATION, B" 6.3 601310330 INTAKE TYPE SW-5I MODIFIED EA 1 A REFER TO FG, 2010.102 FOR DESIGNATIONOF ROADWAY EARTHWORK ITEMS DETAILS. BA 801610330 INTAKE TYPE SW-507 3 SUBBASE, MODIFIED, IT 8.5 801610331 INTAKE TYPE SW-09 2 A REFER TO TYPgP1 SECTIONS FOR LOCATIONS AND THICKNESS. 2.8 8.8 8010.103B-2 INTAKE TYPE SW-511 EA 1 COOPPGTgN TESTING 6.7 6010-108-K-0 REMOVE MANHOLE EA 3 TO BE C00PLETED BYTHE CONTRACTOR B.8 8010.10331 REMOVE INTAKE EA 4 B. BIDE ALL TEST RESULTS TO THE ENGINEER AND CRY 3.1 SECTION 7000 -STREETS AND RELATED WORK TRENCH CORP NTESTNG - T.1 ]010.1o3A-1 PAVEEENT, PCO, 9" SV 46{ ].2 ]010.1a6E-0 CURB AND GUTTER, 2.5'. 10" LF 1489 7.3 ]013103%-0 STD, orS-F PCC PAVEMENT CLO CL 2,TUNDER BRICK SURFACE SV 239'1 4.1 402b1030.1 7.4 ]020.103A-0 HMA BASE COURSE TON 130 4.2 4026108-A2 ].5 ]020.10330 HNA PATCH BY 71 7.6 ]030.1 03A9 REMOVAL OF SIDEWALK BY 883 ].] ]030.1abA0 RENOVPL OF DRIVEWAY BY 188 7.0 ]03310330 REMOVAL OF CURB LF 1452 7.9 ]030.103X-0 FLAT BRICK SURFACE REMOVE, CLEAN, SALVAGE SV 2155 7.10 ]030.103E-0 SIDEWALK. PCC, 61N. SV 418 ].it ]034103E-0 SIDEWALK, PCC, 41N. SV 318 7.12 ]030.10360 OETECTMLEWMNNG, CAST IRON SF 283 43 4020.IDSC-0 ].19 20]0-10331 pRNEWAY, PAVED, PCC.e N. BY 918 7.14 ]040.10330 PAVENENT REMOVAL SV or 2.15 ]030.103F-2 TWEABRICK SURFACE NSTKIATKIN SV 2M4 SECTION 9000-3RE WORK MIO LAND9CMING 9.1 9020.103A9 HYDRAULIC SEEDWG,SEEDING, FERTB.ONG, Pl13 MULCHING-PERMANENT LAWN MIXTURE AC 0.5 4.4 8.2 9030.108JW PLANTS,TREE 8 SUBDRPIN, LONGITUDINAL HDPE, B"DI4 93 9040-t03A-1 SWPPP PREPERATgN LS 1 A REFER TO FIG 4040.231 FOR SUBORPNCONSTRUCTgN DETPLS. 8.4 8044103A-2 SWPPP MANAGEMENT LS 1 B. DO NOTPUCE OR STORE POROUS BACKFILL ON ROPDWAY PAVEMENT AS 9.5 9610.1060-1 FILTER SOCKS, B IN. LF Q3 SUBDRNN CLEPNOUT, HOPE, B"DIA B.8 80/0.108-0-2 FILTER SOCKS,REMDVAL LF /73 A REFER TO Fq.4010.232 FOR SUBDRAW CLEMOUT DETAILS. OB 9] 9010.1067-1 INLET PROTECTION DEVICE EA 13 SUBORPW OUTLETS AND CONNECTIONS, CNP 9.0 9040.1067-2 INLET PROTECTION DEME, SWNTEWWCE EA 13 A REFER TO FIG. 4040,233 FOR SUBDRAIN OUiIET DETAILS. 9.9 90]2-tO6A0 CONCRETE STEPS TYPE SF 12 B. OUTLETS THROUGH INTAKE SHALL BE CUP. DOUBLE WALL HDPE OR PVC WILL NOT BE ALLOWED. BECTON 11000-M19CELLLANE 11.1 11016103%-0 TRAFFIC CONTROL LS 1 11.2 11010.103A0 CONSTRUCTpN SURVEY LS 1 11.3 11016103%-1 UNCHARTED IOWACIIY,IOWA KHM BAY MEC JOB ✓•30516020 _ APNL 2012 KRBer nm eaax,•o. �� III%� 1240 Univ rWi. building strong :L Ur: , Nonh LbM.lo.^ 52312 C 319-626-900 M C L U R E• bx319.626-9095 EN -RING CST DAVENPORT BNCK STREET RECONSTRUCTION PROJECT QUAMRIES AND REFERENCE NOTES rvonce. sowwmn.a.��..o m•M in.m..r. =, a, w=xe^e_w�=.p nomwu..� "a br",m• ti anm^'•m corwiun "++w r-.em=e.nae.,rv•m�. ,..dww..•rve wm..ee m.�, ..m. �.mn.e„m ..�.wo .. x... �..wx..im �mwm.w awenw C.O 1 O:\PrejmtlsUAC 03061603%amfgn\Pbm\Cal dx9 4/12/2017 4:2J PM ESTIMATED PROJECT QUANTITIES Data I9kd below is for informatlonal purpose ony and shall not corBfihM a Oasis for arty extra wak alders. " Ikon Ikm Code Descrlptlan F.� THE 2017 EDITION OF THE pWA3TATEWDE URBAN STANDARD SPECPK:ATgNS FOR PUBLIC IMPR0I�ME )SIWLL MPLV TO ALL WORK PERFORMED ON THE PROJECT EXCEPTAS MODIFIED HEREIN. CRY OF qWA CRY WATER DISTRIBUTOR SPECIFICATIONS SECTION 02880 DATED NOVEBHE�R}(2�I018 PN��DDDACOoCEtPTEAAD PR®OLDry�UCTC(S1 FOR gWACRV REFRENCE INFORMATION NOTES OUNDABELOW AEGFOUPING OF STACKED BID REMS SHPLIIAP��TWPIL 114 CRAY DIRECRV ABOVE 2.1 2016108-C-0 CLENiING AND G1iUBBING Ts'�\[ (wl [(j�A A CLEM AND GRUBS PLL PREAS PFFECTED BV GRPDNG AND UTLRYCONSTRIgTgN. THE CONT R CLEPRWG PND GRUBBING NEEDS PRIOR TO BIDDING. !� liH � 1 if21 B. PLL IMTERWL THAT IS DESIGNATED FOR REMOVAL AND DISPOSAL FROMTHE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22 2010.108-0-1 TOPSOIL, ONSRE A STRIP PNOSPLVPGE THE TOP a"OF TOPSOILpNPLL DISTURBED MEAS. RESPREPD TO ADEPTH OF 6". SMRNKAGE ON RESPREPD IS ASSUMED TO BE 35%. B. TOPSOIL TO BE RESPREAD SHPLL BE FREE OF ROCK AND DEBRIS AND BE SUITABLE FOR THE GROWTH OF GRASS. C. QUANTITIES: TOPSOIL STRIP 394 CV TOPSOIL RESPREPD 384 CY +DCV S TOPSOL TO BEW/S IN SITE OR DEPOSED OF OFFSITE. HAULING AND D6iPOSINGOFTOPSOL OFFSRE TO BE CONSIDERED MPL 2.3 EXCAVATION, C 1a FIG.2010.102 FOR DESIGNATION OF ROADWAY EARTHWORK ITEMS DUALS. JiFILLSHROINKiiocy ATIONINCLUOESPLLWORKNECESSMYTOPGHIEVETHEGRPDESMSHOWNNTHEPLANSYNENTFOROVERHMLWILLBEALLOWEDKAGEWASMSUMEOTOBE30%. TRES:1,252CY SHRINK 0CV TOTAL a 1,252 CV F. HN/LINGM0 DISPOSAL OF EXCES3CVv53101MTERWL TO BE CONSIDERED NCE0ENTAL 2.4 ZO1b10B-GO SUBGRPDE PREPARATION, B" A REFER TO FG, 2010.102 FOR DESIGNATIONOF ROADWAY EARTHWORK ITEMS DETAILS. 2010.1o3L0 SUBBASE, MODIFIED, IT A REFER TO TYPgP1 SECTIONS FOR LOCATIONS AND THICKNESS. 2.8 2010.103E COOPPGTgN TESTING TO BE C00PLETED BYTHE CONTRACTOR B. BIDE ALL TEST RESULTS TO THE ENGINEER AND CRY 3.1 3010.106E-0 TRENCH CORP NTESTNG - 0. TO BE COLPLE BY THE CONTRALTOR B. PRONDE ALL TEST LTS TO THE ENGINEER Mp CITY 4.1 402b1030.1 STORM SEWER,TRENCHED, RCP 3111.15"Db 4.2 4026108-A2 STORMSEWER,TRENCHED, RCP CIPS 24"010. A REFER TO FIG. 3010.101 FOR TRENCH INC AND BACKFILL ZONE DETAILS, SMO SHALL NOT BE ALLOWED FOR PRIMWtYMOSECONDMYBPOKF B. REFER TO FIG. 3010.102 FOR RIGID GRAVTY TRENCH BEDDING C. REFER TO FIG. 4020.211 FOR SPECIAL PIPE CON IONS FOR STORMSEWER OETARS. D. MEASUREMENT PND PAYMENT WILL BE FROM WIDE OF MANHOLE OR INTAKE TO INSIDE WDLL OF MANHOLE OR INTAKE. E. CONNECTIONS TO EXISTING STORM SEWER MDSTRUCT STO BE CONSIDERED INCIDEMPI F. 0 RING GASKETS ATALL PIPE JOINTS SHALL BE INCLUDED M IDEMM REMTO ALL NEW RCP INSTALLED ON THIS PROJECT. FELT OR FABRIC WRAPPED JOINTS WILL NOT BE ALLOWED 43 4020.IDSC-0 REMOVPL OF STORM SEWER PPE, LESS THAN 36" A EACH TYPE AND SIZE OF PPE REMOVED WILL BE MEASURED IN EINEM FEET FRO TO END. B. PAYMENT WILLBE MADEAT THE UNRPRgEPER LWEM FOOT FOR EPGHTYPE MDS PIPE REMOVED. THIS INCLUDES REMOVAL, DISPOSAL, AND CAPPING OF PPE. _ 4.4 4010-10BfW SUBDRPIN, LONGITUDINAL HDPE, B"DI4 A REFER TO FIG 4040.231 FOR SUBORPNCONSTRUCTgN DETPLS. B. DO NOTPUCE OR STORE POROUS BACKFILL ON ROPDWAY PAVEMENT AS 4 01410 6 0-0 SUBDRNN CLEPNOUT, HOPE, B"DIA A REFER TO Fq.4010.232 FOR SUBDRAW CLEMOUT DETAILS. OB 4W61030-0 SUBORPW OUTLETS AND CONNECTIONS, CNP A REFER TO FIG. 4040,233 FOR SUBDRAIN OUiIET DETAILS. B. OUTLETS THROUGH INTAKE SHALL BE CUP. DOUBLE WALL HDPE OR PVC WILL NOT BE ALLOWED. UTLRES LF 180 11.4 11020.1030.0 MDBLVATK/N LS 1 11.5 t1006103A-0 CONCRETE WPSHOVT LS 1 O:\PrejmtlsUAC 03061603%amfgn\Pbm\Cal dx9 4/12/2017 4:2J PM ESTIMATED PROJECT QUANTITIES Data I9kd below is for informatlonal purpose ony and shall not corBfihM a Oasis for arty extra wak alders. " Ikon Ikm Code Descrlptlan F.� THE 2017 EDITION OF THE pWA3TATEWDE URBAN STANDARD SPECPK:ATgNS FOR PUBLIC IMPR0I�ME )SIWLL MPLV TO ALL WORK PERFORMED ON THE PROJECT EXCEPTAS MODIFIED HEREIN. CRY OF qWA CRY WATER DISTRIBUTOR SPECIFICATIONS SECTION 02880 DATED NOVEBHE�R}(2�I018 PN��DDDACOoCEtPTEAAD PR®OLDry�UCTC(S1 FOR gWACRV REFRENCE INFORMATION NOTES OUNDABELOW AEGFOUPING OF STACKED BID REMS SHPLIIAP��TWPIL 114 CRAY DIRECRV ABOVE 2.1 2016108-C-0 CLENiING AND G1iUBBING Ts'�\[ (wl [(j�A A CLEM AND GRUBS PLL PREAS PFFECTED BV GRPDNG AND UTLRYCONSTRIgTgN. THE CONT R CLEPRWG PND GRUBBING NEEDS PRIOR TO BIDDING. !� liH � 1 if21 B. PLL IMTERWL THAT IS DESIGNATED FOR REMOVAL AND DISPOSAL FROMTHE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 22 2010.108-0-1 TOPSOIL, ONSRE A STRIP PNOSPLVPGE THE TOP a"OF TOPSOILpNPLL DISTURBED MEAS. RESPREPD TO ADEPTH OF 6". SMRNKAGE ON RESPREPD IS ASSUMED TO BE 35%. B. TOPSOIL TO BE RESPREAD SHPLL BE FREE OF ROCK AND DEBRIS AND BE SUITABLE FOR THE GROWTH OF GRASS. C. QUANTITIES: TOPSOIL STRIP 394 CV TOPSOIL RESPREPD 384 CY +DCV S TOPSOL TO BEW/S IN SITE OR DEPOSED OF OFFSITE. HAULING AND D6iPOSINGOFTOPSOL OFFSRE TO BE CONSIDERED MPL 2.3 EXCAVATION, C 1a FIG.2010.102 FOR DESIGNATION OF ROADWAY EARTHWORK ITEMS DUALS. JiFILLSHROINKiiocy ATIONINCLUOESPLLWORKNECESSMYTOPGHIEVETHEGRPDESMSHOWNNTHEPLANSYNENTFOROVERHMLWILLBEALLOWEDKAGEWASMSUMEOTOBE30%. TRES:1,252CY SHRINK 0CV TOTAL a 1,252 CV F. HN/LINGM0 DISPOSAL OF EXCES3CVv53101MTERWL TO BE CONSIDERED NCE0ENTAL 2.4 ZO1b10B-GO SUBGRPDE PREPARATION, B" A REFER TO FG, 2010.102 FOR DESIGNATIONOF ROADWAY EARTHWORK ITEMS DETAILS. 2010.1o3L0 SUBBASE, MODIFIED, IT A REFER TO TYPgP1 SECTIONS FOR LOCATIONS AND THICKNESS. 2.8 2010.103E COOPPGTgN TESTING TO BE C00PLETED BYTHE CONTRACTOR B. BIDE ALL TEST RESULTS TO THE ENGINEER AND CRY 3.1 3010.106E-0 TRENCH CORP NTESTNG - 0. TO BE COLPLE BY THE CONTRALTOR B. PRONDE ALL TEST LTS TO THE ENGINEER Mp CITY 4.1 402b1030.1 STORM SEWER,TRENCHED, RCP 3111.15"Db 4.2 4026108-A2 STORMSEWER,TRENCHED, RCP CIPS 24"010. A REFER TO FIG. 3010.101 FOR TRENCH INC AND BACKFILL ZONE DETAILS, SMO SHALL NOT BE ALLOWED FOR PRIMWtYMOSECONDMYBPOKF B. REFER TO FIG. 3010.102 FOR RIGID GRAVTY TRENCH BEDDING C. REFER TO FIG. 4020.211 FOR SPECIAL PIPE CON IONS FOR STORMSEWER OETARS. D. MEASUREMENT PND PAYMENT WILL BE FROM WIDE OF MANHOLE OR INTAKE TO INSIDE WDLL OF MANHOLE OR INTAKE. E. CONNECTIONS TO EXISTING STORM SEWER MDSTRUCT STO BE CONSIDERED INCIDEMPI F. 0 RING GASKETS ATALL PIPE JOINTS SHALL BE INCLUDED M IDEMM REMTO ALL NEW RCP INSTALLED ON THIS PROJECT. FELT OR FABRIC WRAPPED JOINTS WILL NOT BE ALLOWED 43 4020.IDSC-0 REMOVPL OF STORM SEWER PPE, LESS THAN 36" A EACH TYPE AND SIZE OF PPE REMOVED WILL BE MEASURED IN EINEM FEET FRO TO END. B. PAYMENT WILLBE MADEAT THE UNRPRgEPER LWEM FOOT FOR EPGHTYPE MDS PIPE REMOVED. THIS INCLUDES REMOVAL, DISPOSAL, AND CAPPING OF PPE. _ 4.4 4010-10BfW SUBDRPIN, LONGITUDINAL HDPE, B"DI4 A REFER TO FIG 4040.231 FOR SUBORPNCONSTRUCTgN DETPLS. B. DO NOTPUCE OR STORE POROUS BACKFILL ON ROPDWAY PAVEMENT AS 4 01410 6 0-0 SUBDRNN CLEPNOUT, HOPE, B"DIA A REFER TO Fq.4010.232 FOR SUBDRAW CLEMOUT DETAILS. OB 4W61030-0 SUBORPW OUTLETS AND CONNECTIONS, CNP A REFER TO FIG. 4040,233 FOR SUBDRAIN OUiIET DETAILS. B. OUTLETS THROUGH INTAKE SHALL BE CUP. DOUBLE WALL HDPE OR PVC WILL NOT BE ALLOWED. 0\F. a VAC 03016WKU* InV%mNC.01.d, 52 017 1'4 NA ESTIMATED PROJECT QUANTITIES ESTIMATED PROJECT QUANTITIES Data listed bebx Is for Inkrtlebonal Purpose orgy and stag not coeatiBAe a basis for NM elle viork angers. Data IaBd below Is for InfornetiOrel purpose only and SNI not CO WAIle a basis (a any IWO WXk Orders. IBrn her.Cad. Dggcriptim Ilan Nn hem Code DescripOOn THE 2017 EDITION OF THE IOWA STATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL (SUOAS) SHALL APPLY THE M17 EDRION OF THE IOWA STATEWIDE URBAN STANDARD SPECIFICATUNS FOR PUBLIC IMPROVEMENTS MANUAL ISUDAS) SHILL APPLY TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREN. TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. CITY OF IOWA CRY WATER DISTRIBUTION SPECIFICATIONS BECTON 02880 DATED NOVEMBER 2016 AND ACCEPTED PRODUCTS FOR IOWA CT' CRY OF IOWA CITY WATER DISTRIBUTION SPECIFICATIONS SECTION 02880 DATED NOVEMBER 2016 AND ACCEPTED PRODUCTS FOR IOWA CRY WATER DISTRIBUTOR MATERIALS DATED NOVEMBER 2018, WATER DISTRIBUTION MATERIALS DATED NOVEMBER WIS, REFRENCE NFORMATION NOTES FOUND BELOW A GROUPING OF STALKED BD ITEMS SHALL APPLY TO ALL FEW DIRECTLY ABOVE. REFRENCE INFORMATION NOTES FOUND BELOW AGROUPNG OF STACKED BID ITEMS SHALLAPPLY TO ALL REM& DRECTLYMOVE. 8.6 8010.10&8-2 MAXETWESW-541 47 OOIP/0B-P1 SUBDRANOUTLETS,POP-UPDRAN A REFERMFG. 8010,W7FOR SW-5119- DOUBLE OPEWTHROAT CURB INTAKE, SMALL BOX A NSTAU.ATION OF GREEN PUSH POP-UP DRAM WITH OVERFLOW B. REFER MFG. 801081t FORBOUT FOR GRATE MNtE DETAILS. B. COMECMNTO.NIDEX MMONOF,EXI3 SUBDRANSHALLBEPI CON DEREDNCEDEMAL C. REFER TO B SHEETS FOR CASTINGS FOR STORM SEWER MY M DETAL3. TYPE E CASTING REQUIRED. p C. ALCMTF"SWILLBEWENMR-1642WRHCRYOFOWACRYSTNDMDLOGO. ...1 a.6 !0161060.2 $UBDRMIOVRETS, SPECIAL COMECTgN A CONNECTION TO.ANDEXSTENSION OF.E%ISTNG SUSDRANSHALL BE PVC OR A,= PVCAFN CONSIDERED INCEDENTAL B. CO COREDCONNECTIONEWER SYSTEMFR ANDUOK 8] 8010.108H-0 REMDVE MANHOLE 'i+�i � EPIPE.NEXSTENSpN, IN IDEEXISTING ONNECTTORM UDINGPRTOFUR NB RODUCTS INC WATERTIGHT CONNECTOR, FLUSH ON THE INSIDE OF THE PIPE. PRODUCSTALL TS. COMPRESSION CONNECTOR, INCLUDING PR OF STORMSE g6 601610 M REMOVE MME �` PIPE WILL NOT BE ACCEPTABLE. A REMOVAL AND DBPOSALOF STRUCTURE PILO BPCKFLL TO SUBGRADE ELEVATION SHN18EINCDENTA TO BD REM �,..�� I C-) EP C. SAWCIRTING OF STORMSEWER 74 7016100-AL1 PAVEMENT. PCD, V n N 5.1 5016100.41 WATER MWNTRENCHED, DIP, e" A. REFER TO B SHEETS FOR TYPICAL PAVEMENT SECTIONS. �r a 53 5010.100+42 WATERMIMTRENCHED.DIP, 6'rn B. REFER TO FG. 7010.101 FOR JOINT DE A REFER TO O-SHEETS FOR LOCATIONS C. REFER TO FG. 7010.102 FOR PCC CURBB DE DETAILS. ♦r^�I.7 D. REFER M FG ]010031FOR MANHDLE B MX N PCC PAVEMENTDETAILS. l 0 51 SN0.108C-1 FIRINGS A EACH TYPE AND SIZE OF FIITNG INSTALLED AS SPECIFIED N THE CONTRACT DOCUMENTS OR AS REOURED FOR PROPER NSTAl1ATUN OF THE E. REFER M L SHEETS FOR JOINTING LAYOUT. y Ln WATERMWNWILLBECOUNTED. DETERMSETWTOTALWEONTOFFITTWGSCOUNTED.NPOUNDS,B MONTHESTANDMDFTED AW A C153 FOR DUCTILE IRON COMPACT FITTINGS. WEIGHTS PUBLISHED N W 72 7016106E-0 CURB AND GUTTER. 2.6. IV B. PAYMENT WILL BE MADE AT THE UNIT PRICE PER POUND FOR EACH TYPE AND SliE OF FIRING. A REFER TO Fr.. FOR PCC CURB DETAILS, IN STANDARD CURB. C. UNIT PRICE INCLUDES, BUT B NOT LIMITED TO, RESTRAINED JOINTS AND THRUST BLOCKS. B. REFER TO MPRICE IERUWAS%PCC FC URB AND GUT11E C. PAYMENT WILL BE AT THE UNIT PRICE PER LINEAR FEET OF CURB AND GUTTER, THIS INCLUDES FNALSUBGRADNSUBBMEPREPMTON, ILL BE AT PREPERATION AND 3AB' GRANULAR SUBBASE NSTALIATION AND PREPERATIOWCOMPATEM. 54 501MMD-0 WATER SERVICE STUB, COPPER, 2' BARS AND REINFORCEMENT, JOINTS ANDSEKIN(i, SURFACE CURING AND PAVEMENT PROTECTION, AND BOXOUTS FOR FDlNRES. A SEECONTRACTDOCUMEWSLSPECIALPRO%1SONS B. THSSOREMNCLUDESCONNECTINGTHENEWCURBSTOPTOTHESERMELNETOTHEPROPERTYORTHENEWLMGEDWMETER SERMETOEXBTNGLNEPERDETALON&SHEETS. ME45UREMENTAiDPAYMENTSHALBEMNDEPEREACH 7.3 ]01610&%0 STD.Or FE C.CL2.LSECTUBRICKSURFACE TOB-SEMENTCL A REFER TO &SHEETS FOR TYPICAL SECTIONS M B. REFER TO DSHEETS FOR PLAN AND PROFILE 55 5020-10&A-0 VALVE, LATE. B- C. REFER TO LSHEETS FOR GEOMETRIC AND JOINTING DUALS 58 5020.1069-0 TMPNGVALVE MSEM9LY, B- D. DEFICIENCIES FORM CONTENTAND THICKNESS ARE APPLICABLE. REFER TO SUDAS SECTION 7010 FOR DETAILS 57 5020.10881 TAPPNGVAVEASSEMILY.B' A EACH TYPE AND SIZE OF VALVE WILL. BE COUNTED, 7.4 7026108.4-0 HMW RARE COUIt3E B. PAYMENT `MAL BE AT THE UNIT PRICE FOR EACH TYPE AND S� OF VALVE. C. UNIT PRICE INCLUDES, BUT B NOT LIMITED TO, ALL COMPONENTS ATTACHED TO THE VALVE OR REQUIRED FOR RS COMPLETE INSTALLATION, A REFERTWILLO FrMMICE INCLUDING UNDERGROUND OR MOVE GROUND OPERATOR, SQUARE VALVE OPERATING NUL VALVE BOXAND COVER, VALVE BOX EXTENSION, BE2ATTHEIKH U PERTON OF HMA PROTEMOR ANDOVEQALY. TCINCLUDES ASPHALT MIXWRHMPHATBINDER, B. PAYMENTTSBET BETWEEN LAYERS, CONSTRUCTION TACK COATS BETWEEN LAYERS, CONSTRUCTION ZONE PROTECTION, AND QUALITY CONTROL. AND VALVE STEM EXTENSION. ].5 ]02610&8-0 PATCH 5.6 512 106C-0 FREHYDRAMASSELBLY A REFER TO BSHEETS FOR DETAIL A. A REFER TO BSHEET FOR DETAILS B. PAYMENTW SQUMEYARDOFHCTION. H. VYITH ASPHALT ENDER, B. REFERTOUSHEETSFORLOCATONS NTHBUT(CONASPHALTMIX BETWEENLYERS.0 CONSTRUCTION TACK COATS BETWEEN LAYERS. CONSTRIICTgN mNE PROTECTION. AND QWYIIYCOHtNOL. C. MLUDESI RMWAPPEEXIENSDNSMNECESWYTORELOCATEHYDRA MSHOWNNPIANS D. COORDNAME WATERMWSERVIOESHUTDOWNSWRHTHECRYOFOWACRY.TWOWFEKSNOTCESREOMM. 75 7090.108-h0 REM)VAL OF SIDEWALK 7.7 7030.100.40 REMOVAL OF ORNEWAY 5.9 5026108E-0 NAVE BOXADJUSTMENT, MINOR A PAYMENTWILL BE ATTHE UNRPRCE PER SQUARE YMD FOR THE MEADE SIDEWALK, SHARED USE PATH. OR DRIVEWAY REMOVAL A INCLUDESALLMATNL. EQUIPMENTAND LABOR REQUIRED TO VERTICALLYPDJUSTNI EXISTING VALVE BOX THIS INCLUDES SAWING, REMOVAL, AND DISPOSAL OF MATERIALS REMDVED. 8.1 W10.1p 0 MANHOLE SW H, 48 W. 7.8 ]610.1089-0 OF CURB A REFER TO FG. W10.401 FOR SW401-CRCULAR STORMSEWER MANHOLE DETAILS. A PAYMENT ANLL BEWI THEUNITPRICEPER LINEAR FO OT FORTHEMEAOF BEPMCURB ARDOR CURB ND GUTTER REMDVA. A. PAY B. REFER TOFU. 8 SHEETS FOR CASTINGS FOR STORMSEWER MANHOLE DETAILS . TYPEECASTINGSREOUREDFORALLMANHOLES. C. ALLCASTNGSSHALL BE NEENAH R-1642WRHCRYOF IOWACIfYSTANDARD LOGO. DISPOSALOFMATERIALS ftETTE NCLURBS LF. OF B. STONE CURB SALVAGE PER U. REM INCLUDES REMOVAL AND PALETTE DEBASING STONE CUtB. STO LVAGE PER REM PA9ETTED CURBS SIAL BE DELIVERED TO IOWA CRY STREETS DMSON. 62 6016106x1 MANHOLE SW�11I, BO N A REFER TO FG 8010.101 FOR SW4M- CIRCULAR STORMSEWER MANHOLE DETAILS. ].9 7036106X-0 RAT BR SURFACE REMOVE, CLEAR SAVAGE B. REFER TO FG. B SHEETS FOR CASTINGS FOR STORM SEWER MANHOLE DETAILS. TYPE E CASTINGS REQUIRED FOR ALL MANHOLES. C. ALLCMTNGS SHALLBE NEENM R-1812 WITH CITYOF UWACIfY STANDARD LOGO. W ACTOR SHALL REMIOVE,CLEAN. AND SALVAGE ENOUGH BRICKS TO INSTPll NEW BRICK SURFACE. A CONTRACTOR 740 7(�106E-0 SIDEWALK, PCC, B N. 6.3 60161WB4 INTAKE TYPE SW-507, MODIFIED 7.11 7030.10880 SIDEWALK, PCC, 4 N. A REFER TO FG. 8010.507 FOR SW-507- SINGLE OPEHTHROAT CURB MAGE, SMALL BOX A REFER TO ED, 7030,201 FOR CLASSES OF SIDEWALK DETAILS. B. REFER TO B SHEETS FOR CASTINGS FOR STORM SEWER MANHOLE DETAILS. TYPE E CASTING REQUIRED. C. ALCASTNGS SHALL BE NEENAH R-1642 WITH CRYOF UWACITYSTANDARD LOGO. B. REFER TO FG. 7030.201 FOR GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK DETAILS. C. REFER TO FG. 7030.205 FOR GENERA SIDEWALK AND CURB RAMP DETAILS. D. REFER TO FG.1030307 FOR Cute RAMP FOR CUSS B OR C SIDEWALK DETAILS. 84 Bm0.1086a) MAI(ETYPE SW-50] E. REFER TO FG 7030.210 FOR DETECTABLE WARNING PI.ACEM:NT DETAILS. A REFER TO FG. 8010.507 FOR SAW-SINGLE OPEHTHROATCURB MAKE, SMALL BOX B. REFER TO B SHEETS FOR CASTNGS FOR STORM SEWER MANHOLE DETAILS. TYPE E CASTING REQUIRED. C. ALCASTINGSSWLLBEWENANR.1842WRHCRYOFOWACRYSTNDMDLOCA. 7.12 703610860 DETECTABLE WARNING, CAST RON A REFER TO FG, 7090.210 FOR DETECTABLE WARNING PLACEMENT DETAILS. B. PANELS SHALL BE CAST RON. 85 6010.108&1 MN(E TYPE SW309 C. DETECTABLE WARNING TLES SHALL BE PANTED OR CK RED COLOR FROM APPROVED\ MNAIFACTURERS. A REFERTOFG56p10.6D FOR SW-509-DOUBLE OPENTHROATCIIRB WAKE. SMALL 90X D. DETECTABLE WARNING TILES SHALL BE CAST IRON MANUFACTURED BY NEENAH FOUNDRY, ETJORDAN IRON WORKS OR 0 REFER TO FG. 6010,614 FOR BOXOUT FOR GRATE WAKE DETAILS. C. REFER TO B SHEETS FOR CASTINGS FOR STORMSEWER MANHOLE DETAILS. TYPE E CASTING REQUIRED, DYNAMS. LLC(METADOME, LLL) C. ALL CASTINGS SHALL. BE NEENAH R-1842 WRI( CITY OF OWACITY STANDARD LOGO. _ _ _ KHAN BAV !B� I'IM/� 1740 UNrya�lnry DAVENPORT BRICK STREET QUANTRIFS AND «enrc car.a AUCt6020 _ building strop communities. Nbnn IB.AY. 52317 M 9 3ti336-v090 RECONSTRUCTION PROJECT REFERENCE NOTES C.O.Y lenreaaxw APA 2017 MIOC L U R E %.319-026-PUP! �wyT pwyTy�4��tiy^ rTH��^ L KRBn - ENGINEERING CP. 0\F. a VAC 03016WKU* InV%mNC.01.d, 52 017 1'4 NA ESTIMATED PROJECT QUANTITIES Dela listed below is for informational prrpose any erltl strati not co1B6WB a basis For arty extra work =we. ' IBm I/Nn Cade Description THE 2017 EDffgN OF THE IOWA STATEWIDE URBAN STANDARD SPECFDATDNS FOR PUBLIC IMPROVQMf SHMLAPPLY TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. ESTIMATED PROJECT QUANTITIES CITY OF IOWA CITY WATER DISTRIBUTgN SPECIFICATIONS SECTION 026fi0 DATEp NOVEIr13ER'�20nT11�8jPNOQQ /DDCC��BEP��TEynnDS5 PRO���raaU��ttCTSRF�ORSgWAC1iV REfRENCE INFORMATION NOTES FOUND BELOW GROUPNG OF STACKED BID RENS 6HPLLARM1r TF.lFLlRE1.6OREC7IY PHOVE"� Data listed below is for irdomBtianal purpose arly and shall not constitute a basis for arty e+ltra work orders. 7oio-+oe-A-1 PAVEAfftR,PCC,9' C1�YCLERK Item Item Code Description B. REFER TOFq.]OtOtDtFORJOIMDETMS. 19µe rliYlIQYdA C. REFER TO FG. ]010.102 FOR PCC CURB DETALS. D. REFER TO Fq. ]0+0.103 FOR MANHOLE BOXOUTS IN PCC PAVEMENT DETAILS. THE 2017 EDITION OF THE IOWA STATEWIDE URBAN STANDARD SPECIFDATgNS FOR PUBLIC IMPROVEMENTS 6MNIAAL (SUDPS) SHALL APPLY E. REFER TO L SHEETS FOR JOINTING LAYOUT. T2 ]010.108-E-0 CURB AND GUTTER, 2.5',1P A REFER TO FIS, )010.102 FOR PCC CURB DETAILS, 6' STANDARD CURB. TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT PS Bg01FIE0 HEREIN. B. REFER TO FIG. 701 0.103 FOR MVJHOLE BOXOUTS W PCC PAVEMENT OETMS. C. PAYBEN WILL BE AT THE UNIT PRICE PER LINEAR FEET OF CURB AND GUTTER. THIS INCLUDES FNAL SUBGRPDEISU88g5E PREPARTgN. PREPERATDN ANO 3M' GRPNULPR SUBBABE INSTMLATgN PND PREPERATIOWCOAPATgN, CRY OF IOWA CRY WATER DISTRIBUTION SPECIFICATIONS BECTON 02660 DATED NOVEM3ER 2018 AND ACCEPTED PRODUCTS FOR IOWA CRY SAPS AND REINFORCENEM,JOMSPNOS RFACE CURING AND PAVEMENT PROTECTDN, AND BOXpUiS FOR FIXTURES 7.3 7010.108-%0 STD.aSF PCC PAVEhENT CLQ CL2 HOER BRDK SURFPGE A REFER TO &SHEETS FOR MSECTgNS WATER DISTRIBUTION MATERWLS DATED NOVEMBER 2016. B. REFER TO GSHEETS F LNJ AND PROFILE WATER DISTRIBUTION MATERIALS DATED NOVEMBER 2016. D. 7.4)020-103A-0HM4A0.90+FORHMAPAVE6ENT REFRENCE INFORMATION NOTES FOUND BELOW AGROUPING OF STACKED BID ITEMS SHALL APPLY TO ALL TENS OIRECTLYABOVE. ZDEFCEMESAIRCOMEMPNDTHDKNESSPREPPPLDABLE.REFERTOSUOPSBECTON]010FORDETNLS 5.1 5010.10&A-1 WATER MAN, TRENCHED, DR, 8" TACK COATS BETWEEN DYERS, CONSTRUCTION ZONE PROTECTION. AND QUALITY CONTROL. ].5 7020. &0 HNA PATCH 5.2 W10.10BA-2 WATER MHN, TRENCHED, DR, 8' B. PAYMENT WILL BE AT THE UNR PRICE PER SQUARE YARD OF HMAPATCH. THIS INCLUDES ASPHALT RIX WITH ASPHALT BINDER, TACK COATS BETWEEN LAYERS, CONSTRUCTION ZONE PROTECTgN, AND QUPlRYCONTROL. ]8 ]03tr100-AU REMOVPL OF SIDEWALK 7.7 A REFER TO O -SHEETS FOR LOCATIONS REMOVAL OF DRIVEWAY A PAYMENT WILL BEAT THE UNIT PRICE PER SQUARE YARD FOR THE MEAOF SIDEWALK, SHAPED USE PATH. OR DRIVEWAY REMpVM. THIS INCLUDES SAWING, REMOVAL. AND DISPOSALOF MATERIALS REMOVED. 7.0 30.10&8-0 REMOVAL OF CURB A PAYMENT WILL BE AT THE UNIT PRICE PER LINEAR FOOT FOR THE PREAOF BEAMCURB AND/OR CURBPND GUTTER REMOVAL THIS INCLUDES SAWING, HAULNG, M10 DISPOSAL OF MATERIALS REMOVED. STONE CURB SALVAGE PER LF. ffEM INCLUDES REMOVAL AND PPLETTE OF EXISTING STONE CURB. PMETTEO CURBS SHALL BE DELIVERED TO gWACffY STREETS DIVISION. ].9 7030.108X-0 5.9 5010.108-C-+ FITTINGS A CONTRPCTO REMOVE, CLEAN. AND SPLVAGE ENOUGH BRICKS TO INSTPLL NEW BRICK SURFACE. 7.10 ]090.108E-0 SIDEWPLK, PCC, a N. 7.11 ]030.f08E-0 SIDEWALK, PCC, /N. A EACH TYPE AND S� OF FITTING INSTALLED AS SPECIFIED N THE CONTRACT DOCUMENTS OR AS REQUIRED FOR PROPER INSTALLATION OF THE A REFER TO FG, ]030.N1 FOR C OF SIDEWALK DETAILS. 8. REFER TO Fq. ]030.201 FOR GENERPL TURES OF AN ACCESSIBLE SIDEWALK DETAILS. C. REFER TO FIG. 7030.205 FOR GENERAL SD KPNO CURB RPMP DETAILS. WATER MAIN WILL BE COUNTED. DETERMINE THE TOTAL WEIGH OF FITTINGS COUNTED, IN POUNDS, BASED ON THE STANDARD FITTING D. REFER TO Fq. 7030.207 FOR CURB RPN9 FOR C B OR C SIpEWALK DETAILS. E. REFER TO FIG. 7030210 FOR DETECTABLE WARNING EMENT pETAILS. 7.12 7030.108 -GO DETECTABLE WARNING, CAST IRON WEIGHTS PUBLISHED IN AWWACISI FORD TILE IRON COLPACTFTRINGS. A REFER TO FG. ]030.210 FOR DETECTABLE WARNING PLACEMENT DE B. PANELS SHALL BE CAST IRON. C. DETECTABLE WARNING TILES SHALL BE PAINTED BRICK RED COLOR FROMAPP D\MWUFPCTURERS. B. PAYMENT WILL BE MADE AT THE UNIT PRICE PER FOR EACH TYPE AND S�OF FITTING PI D. DETECTABLE WARNING TILES SHPLL BE CAST RON MANUFACTURED BY NEENNi FOU Y, EPST JORDAN NON WORKS OR DYNAMB, LLC (M1ETADONE, LLC) ].13 7030.108&1 DRIVEWAY, PAVED, PCC,61N. C. UNIT PRICE INCLUDES BMBNOT LIMITED TO. RESTRPIN DIMS PND THRUST BLOCKS. A REFER TO Fq.7030.101 FOR CONCRETE DRIVEWAY, TYPE ApETPBS. B. INCLUDES DONT SEMEN AND REINFORCEMENT. 7.10 ]040.10&M-0 PAVEMENT REMOVAL A REFER TO GSHEETS FOR REMOVALS TABULATION B. INCLUDES SAWING, REMOVAL AND DISPOSAL. A REMOVAL ANO DBPOSAL OF STRUCNRE AN08fgKFILL TO SUBGRADE ELEVATDN SHML BE INCDEMPL TO BD REM 59 5010.108-D-0 WATER SERVICE STUB, COPPER ,2 A SEE CONTRACT pOCUMZM58 SPECIPL PROVBDNS B. THE BO ITEM INCLUDES CONNECTING THE NEW CURB STOP TO THE SERVDEL TO THE PROPERTY, OR THE NEW LARGE DIAMETER SERVICE TO EXISTING LINE PER DETAIL ON &SHEETS. MEPSUREMEM PND PAYME HALL BE MADE PER EACH. 5,5 5020.108A0 VPLVE. GATE, 8' 58 5020.108-8-0 TPPPWG VPLVE ASSEM31Y, fi' 5.7 502M1108 -B-1 TMPING VALVE ASSEM3LV, 8' A EACH TYPE AND SIZE OF VALVE WILL BE COUNTED. B. PAYMENT WILL BE AT THE UNIT PRICE FOR EACH TYPE AND SIZE OF VALVE. C. UNIT PRICE INCLUDES, BUT B NOT LIMITED T0. ALL COMPONENTS ATTACHED TO THE VQVE OR REQUIRED FOR RSC LETE INSTALLATION, INCLUDING UNDERGROUND OR ABOVE GROUND OPERATOR,SQUARE VMVE OPERATING NM,VMVE BOXAND COVER.VM XEXTENSDN, AND VAI -VE STEM EXTENSION. 5.8 50M -10B -C-0 FIRE HYDRMRASSEM3LY A REFER TO &SHEET FOR DETAILS B. REFER TO U -SHEETS FOR LOCATIONS C. INCLUDES HORIZONTPL PIPE EXTENSIONS AS NECESSARY TO RELOCATE HYDRPNT PS SHOWN N PIANS D. COORDINATE ALL WATERMVN SERVICE SHUTDOWNS WITH THE CRY OF gWACRY. TWO WEEKS NOTICE IS REQUIRED 5.9 5020.10&E -D VALVE BOX POJUSTMENT, MINOR A INCLUDES ALL MATERAL, EQUIPMENT AND LABOR REQUIRED TO VERTgMLYAOJUST AN EXISTING VALVE BOX 6.1 6010.10BA-0 MANHOLE SW401, 481N. A REFER TO FIG. 8010.401 FOR SW -101 -CIRCULAR STORM SEWER MW HOLE DETAILS. B. REFER TO FG. BSHEETS FOR CASTINGS FOR STORMSEWER MNJHOLE DETAILS. TYPE ECASINGS REQUIRED FOR ALL 6MNHOLES, C. ML CPSTBIGS SWYL BE NEENgH R-1812 WTM CRY OF pWACfTY STPNDARD LOGO. 6.2 6010.108A-1 MWHOLE SWAIN, 801N. A REFER TO FIG, 6010.101 FOR SW401-CIRCULPA STORM SEWER MANHOLE DETAILS. B. REFER TO FIG a SHEETS FOR CASINGS FOR STORM SEWER MNiHOLE DETAA.S. TYPE E CASTINGS REQUIRED FOR ALL HOLES. C. PLL CASINGS SHALL BE NEENPH R-1812 WITH CfTYOF gWACRY STMIDARD LOW. 6.3 8010.1088-0 INTAKE TYPE SW -50], MpDIFIE0 A REFER TO FIG. 6010.507 FOR SW-507-SWGLE OPEWTHROAT CURB NTN(E.SM4LL BOX B. REFER TO B SHEETS FOR CPBTINGS FOR STORM SEWER MPNHOIE DETAIS. TYPE E CASING RED. C. PLL CASTINGS SW4.L BE NEENPH R-1842 WITH CRY OF gWACffY STPNDPRD LOGO. 6.4 6010.1088-0 INTAKE TYPE SWSO7 A REFER TO FIS. B0f 0.507 FOR SWSO]-SINGLE OPEN -THROAT CURB INAKE,S BOX B. REFER T08SHEETS FOR CASTINGS FOR STORMSEWER "HOLE DET TYPEECPSTING REQUIRED. C. PLL CPSTNGS SHALL BE NEENPH R-1612 WRH CITY OF gWACTTY ST ARD LOW. 8.5 8010.10881 WAKE TYPE BW -509 A REFER TO FIG. 6010,517 FOR SW -509 -DOUBLE OPEN- AT CURB INTAKE, SMALL BOX B. REFER TO FIG. 6010Z14 FOR BO%OUT FOR GRATE AKE DETAILS. C. REFER TO BSHEETS FOR CASTINGSFOR ST SEWER MANHOLE DETAILS. TYPE ECPSTNGREOUREO. C. ALL CASTINGS SHML BE NEENPH R-1842 CIN OF IOWA CITY STANDARD LOGO. Be 8010.1088-2 MPXE TYPE SW -511 A REFER TO Fr. 8010.507 FOR SW-5119-DOUBLEOPEN-THROAT CURB INTAKE, SMALL BOX B. REFER TO FG 8010.511 FOR BOXOUT FOR GRATE WAKE DETAILS C. REFER TO BSHEETS FOR CASTINGS FOR STORM SEWER MANHOLE DETAILS. TYPE ECASING REQUIRED C. PLL CASINGS SHALL BE NEENPH R-1842 WRH CITYOF gWACRY STANDPRD LOW. e.] 8010.100-H-0 REMOVE MANHOLE 8.8 8010.108-H-1 REMOVE INTAKE IOWACnY.IOWA _A SND. KHM HAV TOB #30616020 ^ 1740 Unlrge.lnn DAVENPORT BRICK STREET QUANTITI ES AND MEC nmem�xa MML 2p1J building strong-.on,uniLes. N9nh UwM.lc'.^52317 319-626.9090 RECONSTRUCrION PROJECT REFERENCE !`'On Kpg - MCC L U RE` (ea 3,9-626-9095 1. L ENGINEERING C°. ESTIMATED PROJECT QUANTITIES Dela listed below is for informational prrpose any erltl strati not co1B6WB a basis For arty extra work =we. ' IBm I/Nn Cade Description THE 2017 EDffgN OF THE IOWA STATEWIDE URBAN STANDARD SPECFDATDNS FOR PUBLIC IMPROVQMf SHMLAPPLY TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. CITY OF IOWA CITY WATER DISTRIBUTgN SPECIFICATIONS SECTION 026fi0 DATEp NOVEIr13ER'�20nT11�8jPNOQQ /DDCC��BEP��TEynnDS5 PRO���raaU��ttCTSRF�ORSgWAC1iV REfRENCE INFORMATION NOTES FOUND BELOW GROUPNG OF STACKED BID RENS 6HPLLARM1r TF.lFLlRE1.6OREC7IY PHOVE"� %I 7oio-+oe-A-1 PAVEAfftR,PCC,9' C1�YCLERK A REFER TO B SHEETS FOR ttPDM PAVEMENT SECTIONS. B. REFER TOFq.]OtOtDtFORJOIMDETMS. 19µe rliYlIQYdA C. REFER TO FG. ]010.102 FOR PCC CURB DETALS. D. REFER TO Fq. ]0+0.103 FOR MANHOLE BOXOUTS IN PCC PAVEMENT DETAILS. E. REFER TO L SHEETS FOR JOINTING LAYOUT. T2 ]010.108-E-0 CURB AND GUTTER, 2.5',1P A REFER TO FIS, )010.102 FOR PCC CURB DETAILS, 6' STANDARD CURB. B. REFER TO FIG. 701 0.103 FOR MVJHOLE BOXOUTS W PCC PAVEMENT OETMS. C. PAYBEN WILL BE AT THE UNIT PRICE PER LINEAR FEET OF CURB AND GUTTER. THIS INCLUDES FNAL SUBGRPDEISU88g5E PREPARTgN. PREPERATDN ANO 3M' GRPNULPR SUBBABE INSTMLATgN PND PREPERATIOWCOAPATgN, SAPS AND REINFORCENEM,JOMSPNOS RFACE CURING AND PAVEMENT PROTECTDN, AND BOXpUiS FOR FIXTURES 7.3 7010.108-%0 STD.aSF PCC PAVEhENT CLQ CL2 HOER BRDK SURFPGE A REFER TO &SHEETS FOR MSECTgNS B. REFER TO GSHEETS F LNJ AND PROFILE C. REFER TO L -SHEET OR GEOMETRIC MID JOINING DETAILS D. 7.4)020-103A-0HM4A0.90+FORHMAPAVE6ENT ZDEFCEMESAIRCOMEMPNDTHDKNESSPREPPPLDABLE.REFERTOSUOPSBECTON]010FORDETNLS B.AT THE UNIT PRICE PER TON OF HMA PAVEMENTOR OVERLAY. THB INCLUDES ASPHMT MX WRH ASPHMT BINDER, TACK COATS BETWEEN DYERS, CONSTRUCTION ZONE PROTECTION. AND QUALITY CONTROL. ].5 7020. &0 HNA PATCH A REFER TO BSHEETS FOR DETAIL B. PAYMENT WILL BE AT THE UNR PRICE PER SQUARE YARD OF HMAPATCH. THIS INCLUDES ASPHALT RIX WITH ASPHALT BINDER, TACK COATS BETWEEN LAYERS, CONSTRUCTION ZONE PROTECTgN, AND QUPlRYCONTROL. ]8 ]03tr100-AU REMOVPL OF SIDEWALK 7.7 ]030.10&A-0 REMOVAL OF DRIVEWAY A PAYMENT WILL BEAT THE UNIT PRICE PER SQUARE YARD FOR THE MEAOF SIDEWALK, SHAPED USE PATH. OR DRIVEWAY REMpVM. THIS INCLUDES SAWING, REMOVAL. AND DISPOSALOF MATERIALS REMOVED. 7.0 30.10&8-0 REMOVAL OF CURB A PAYMENT WILL BE AT THE UNIT PRICE PER LINEAR FOOT FOR THE PREAOF BEAMCURB AND/OR CURBPND GUTTER REMOVAL THIS INCLUDES SAWING, HAULNG, M10 DISPOSAL OF MATERIALS REMOVED. STONE CURB SALVAGE PER LF. ffEM INCLUDES REMOVAL AND PPLETTE OF EXISTING STONE CURB. PMETTEO CURBS SHALL BE DELIVERED TO gWACffY STREETS DIVISION. ].9 7030.108X-0 FLAT BRICK S ACE REMOVE, CLEAN, SALVAGE A CONTRPCTO REMOVE, CLEAN. AND SPLVAGE ENOUGH BRICKS TO INSTPLL NEW BRICK SURFACE. 7.10 ]090.108E-0 SIDEWPLK, PCC, a N. 7.11 ]030.f08E-0 SIDEWALK, PCC, /N. A REFER TO FG, ]030.N1 FOR C OF SIDEWALK DETAILS. 8. REFER TO Fq. ]030.201 FOR GENERPL TURES OF AN ACCESSIBLE SIDEWALK DETAILS. C. REFER TO FIG. 7030.205 FOR GENERAL SD KPNO CURB RPMP DETAILS. D. REFER TO Fq. 7030.207 FOR CURB RPN9 FOR C B OR C SIpEWALK DETAILS. E. REFER TO FIG. 7030210 FOR DETECTABLE WARNING EMENT pETAILS. 7.12 7030.108 -GO DETECTABLE WARNING, CAST IRON A REFER TO FG. ]030.210 FOR DETECTABLE WARNING PLACEMENT DE B. PANELS SHALL BE CAST IRON. C. DETECTABLE WARNING TILES SHALL BE PAINTED BRICK RED COLOR FROMAPP D\MWUFPCTURERS. D. DETECTABLE WARNING TILES SHPLL BE CAST RON MANUFACTURED BY NEENNi FOU Y, EPST JORDAN NON WORKS OR DYNAMB, LLC (M1ETADONE, LLC) ].13 7030.108&1 DRIVEWAY, PAVED, PCC,61N. A REFER TO Fq.7030.101 FOR CONCRETE DRIVEWAY, TYPE ApETPBS. B. INCLUDES DONT SEMEN AND REINFORCEMENT. 7.10 ]040.10&M-0 PAVEMENT REMOVAL A REFER TO GSHEETS FOR REMOVALS TABULATION B. INCLUDES SAWING, REMOVAL AND DISPOSAL. A REMOVAL ANO DBPOSAL OF STRUCNRE AN08fgKFILL TO SUBGRADE ELEVATDN SHML BE INCDEMPL TO BD REM ESTIMATED PROJECT QUANTITIES Dela listed below is for informational prrpose any erltl strati not co1B6WB a basis For arty extra work =we. ' IBm I/Nn Cade Description THE 2017 EDffgN OF THE IOWA STATEWIDE URBAN STANDARD SPECFDATDNS FOR PUBLIC IMPROVQMf SHMLAPPLY TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT AS MODIFIED HEREIN. CITY OF IOWA CITY WATER DISTRIBUTgN SPECIFICATIONS SECTION 026fi0 DATEp NOVEIr13ER'�20nT11�8jPNOQQ /DDCC��BEP��TEynnDS5 PRO���raaU��ttCTSRF�ORSgWAC1iV REfRENCE INFORMATION NOTES FOUND BELOW GROUPNG OF STACKED BID RENS 6HPLLARM1r TF.lFLlRE1.6OREC7IY PHOVE"� %I 7oio-+oe-A-1 PAVEAfftR,PCC,9' C1�YCLERK A REFER TO B SHEETS FOR ttPDM PAVEMENT SECTIONS. B. REFER TOFq.]OtOtDtFORJOIMDETMS. 19µe rliYlIQYdA C. REFER TO FG. ]010.102 FOR PCC CURB DETALS. D. REFER TO Fq. ]0+0.103 FOR MANHOLE BOXOUTS IN PCC PAVEMENT DETAILS. E. REFER TO L SHEETS FOR JOINTING LAYOUT. T2 ]010.108-E-0 CURB AND GUTTER, 2.5',1P A REFER TO FIS, )010.102 FOR PCC CURB DETAILS, 6' STANDARD CURB. B. REFER TO FIG. 701 0.103 FOR MVJHOLE BOXOUTS W PCC PAVEMENT OETMS. C. PAYBEN WILL BE AT THE UNIT PRICE PER LINEAR FEET OF CURB AND GUTTER. THIS INCLUDES FNAL SUBGRPDEISU88g5E PREPARTgN. PREPERATDN ANO 3M' GRPNULPR SUBBABE INSTMLATgN PND PREPERATIOWCOAPATgN, SAPS AND REINFORCENEM,JOMSPNOS RFACE CURING AND PAVEMENT PROTECTDN, AND BOXpUiS FOR FIXTURES 7.3 7010.108-%0 STD.aSF PCC PAVEhENT CLQ CL2 HOER BRDK SURFPGE A REFER TO &SHEETS FOR MSECTgNS B. REFER TO GSHEETS F LNJ AND PROFILE C. REFER TO L -SHEET OR GEOMETRIC MID JOINING DETAILS D. 7.4)020-103A-0HM4A0.90+FORHMAPAVE6ENT ZDEFCEMESAIRCOMEMPNDTHDKNESSPREPPPLDABLE.REFERTOSUOPSBECTON]010FORDETNLS B.AT THE UNIT PRICE PER TON OF HMA PAVEMENTOR OVERLAY. THB INCLUDES ASPHMT MX WRH ASPHMT BINDER, TACK COATS BETWEEN DYERS, CONSTRUCTION ZONE PROTECTION. AND QUALITY CONTROL. ].5 7020. &0 HNA PATCH A REFER TO BSHEETS FOR DETAIL B. PAYMENT WILL BE AT THE UNR PRICE PER SQUARE YARD OF HMAPATCH. THIS INCLUDES ASPHALT RIX WITH ASPHALT BINDER, TACK COATS BETWEEN LAYERS, CONSTRUCTION ZONE PROTECTgN, AND QUPlRYCONTROL. ]8 ]03tr100-AU REMOVPL OF SIDEWALK 7.7 ]030.10&A-0 REMOVAL OF DRIVEWAY A PAYMENT WILL BEAT THE UNIT PRICE PER SQUARE YARD FOR THE MEAOF SIDEWALK, SHAPED USE PATH. OR DRIVEWAY REMpVM. THIS INCLUDES SAWING, REMOVAL. AND DISPOSALOF MATERIALS REMOVED. 7.0 30.10&8-0 REMOVAL OF CURB A PAYMENT WILL BE AT THE UNIT PRICE PER LINEAR FOOT FOR THE PREAOF BEAMCURB AND/OR CURBPND GUTTER REMOVAL THIS INCLUDES SAWING, HAULNG, M10 DISPOSAL OF MATERIALS REMOVED. STONE CURB SALVAGE PER LF. ffEM INCLUDES REMOVAL AND PPLETTE OF EXISTING STONE CURB. PMETTEO CURBS SHALL BE DELIVERED TO gWACffY STREETS DIVISION. ].9 7030.108X-0 FLAT BRICK S ACE REMOVE, CLEAN, SALVAGE A CONTRPCTO REMOVE, CLEAN. AND SPLVAGE ENOUGH BRICKS TO INSTPLL NEW BRICK SURFACE. 7.10 ]090.108E-0 SIDEWPLK, PCC, a N. 7.11 ]030.f08E-0 SIDEWALK, PCC, /N. A REFER TO FG, ]030.N1 FOR C OF SIDEWALK DETAILS. 8. REFER TO Fq. ]030.201 FOR GENERPL TURES OF AN ACCESSIBLE SIDEWALK DETAILS. C. REFER TO FIG. 7030.205 FOR GENERAL SD KPNO CURB RPMP DETAILS. D. REFER TO Fq. 7030.207 FOR CURB RPN9 FOR C B OR C SIpEWALK DETAILS. E. REFER TO FIG. 7030210 FOR DETECTABLE WARNING EMENT pETAILS. 7.12 7030.108 -GO DETECTABLE WARNING, CAST IRON A REFER TO FG. ]030.210 FOR DETECTABLE WARNING PLACEMENT DE B. PANELS SHALL BE CAST IRON. C. DETECTABLE WARNING TILES SHALL BE PAINTED BRICK RED COLOR FROMAPP D\MWUFPCTURERS. D. DETECTABLE WARNING TILES SHPLL BE CAST RON MANUFACTURED BY NEENNi FOU Y, EPST JORDAN NON WORKS OR DYNAMB, LLC (M1ETADONE, LLC) ].13 7030.108&1 DRIVEWAY, PAVED, PCC,61N. A REFER TO Fq.7030.101 FOR CONCRETE DRIVEWAY, TYPE ApETPBS. B. INCLUDES DONT SEMEN AND REINFORCEMENT. 7.10 ]040.10&M-0 PAVEMENT REMOVAL A REFER TO GSHEETS FOR REMOVALS TABULATION B. INCLUDES SAWING, REMOVAL AND DISPOSAL. (1 \�VIC. n1MtnmmM1.,nn\qe•s\f al ESTIMATED PROJECT QUANTITIES Data Nled babW is for inFamBMorPd purpose at/ 81d NW Ilal a01Ma1L9 a D6N6 M BI,Y aNa V.afK ONBrB. Ibn Ibrn Coda Dmtrip9an THE 201] EDITION OF THE pWA STATEWIDE URBAN STANDARD 3PECIFCATgNS FOR PUBLIC WROVEMEMS MANUAL (SILICAS) SHALL APPLY TO ALL WORK PERFORMED ONTHB PROJECT EXCEPT AS MODIFIED HEREIN. CITY OF pWACRV WATER DISTRIBUTION SPECIFCATgNS BECTON 02880 DATED NOVEMBER 1018 ND ACCEPTED PRODUCTS FOR IOWA CITY WATER DISTRIBUTION MATERNLS DATED NOVEMBER 2016. REFRENCE NFORIMTgN NOTES FOUND BELOW AGROUPNG OF STACKED SD rtEMS SHALL APPLY TO ML rtEN$ DIRECTLY PROVE. ]t3 T030.TO6H-1 DRIVEWAY, PAVED, PCC. eN A REFER TO FG. 7030.101 FOR CONCRETE DRNEWAY,TWEADETAILS. B. NCLWES JOM SEALENT Mp REINFORCEMENT. 7.11 ]010-10M40 PAVEMENT REMOVAL A REFER TO CSHEETS FOR REMgVP1&TABULATION B. NLLIAES SAWNC, REMDVK PPD DBPOSM. 7.18 ]03610&F-2 TYPE ABRGK SURFIGEINSTALLATpN A REFER TO TWCQ CROSS SECTION IN &SHEETS FOR OETPIL. B. REFER TO LSHEETS FOR GEOMETRC AND STAKING DETAILS C. INCLUDES INSTALLATION AND VIBRATION OF CONCRETE SAND IN MINTS. D. CONTRACTOR SHALL lISE SALVAGED BRCKS.P➢ORgNM SMVPGED BRICKS AVAILABLE FOR USE ON PROJECT CAN BE OBTAINED AT THE CRY STOCKPILE. LOCATED AT MESOUAI(E PARK N pWACRY. N THE EVENT THE CRY STOCKPLE G NOTSLPFCEM, ACCEPTABLE BRCK PRODUCTS. 1MTCHING THE SALVAGED BRICK TWE CAN BE OBTAINED FROMGAVN HISTORICAL BRICKS. LINKED BRICK d TIE CO, SgU%CRY BRICK d TILE CO OR EQUAL. 91 9026106h0 HYDRAULCSEEDING FERTILIDNG, MLO MI-PERMVIEM LAWN MD(TUflE N ,SEEDNG, 0. SEED PLL DBTURBED AREAS WRHTWEI-PERMYWENT LAWN MIXTURE. O B. PAYMENT WILL BE AT THE UNR PRGE PER PORE. 92 80NL10BA1 SWPPP PREPERATgN b A THE CITYWILL PREPARE PUBLIC NOTICES, FILE THE NOME OF NTEMMO PAY PERMT FEES REQUIRED BY NPDES GENERAL PERMT N0.2 B. THE CONTfl/CTOR SHALL SUBMT ACOPY OF TLE SWPPP PRgR TO CONSTRUCTpN. 80 9090.106h2 SWPPP MWMaEMENT A SWPPP WEEKLY INSPECTIONS SHML BE CONDUCTED BY THE CONTRACTOR FOR THE DURATION OF THE CONTRACT PERIOD. _ r B. THE CRY WILL PREPARE PUBLIC NOTCES, FILE THE NOTICE OF WENT AND PAY PERMT FEES REQUIRED BY NPDEB GENERAL PERMT N0.2. C. THE CONTRACTOR SHALLSUBMR ACOPY OF THE SWPPP PRIOR TO CONSTRUCTION. 3 _x o BI 9010.108-0.1 FUER SOCKS. B N. A REFER TO Fq.8010.102 FOR FUER BERMMD FUER SOCK DETPLS. r B. MARRENMICE PND SEDREM REMOVPLB REQUREO THROUGH THE CONTRIGT PERgD. %71 9.8 9M6108 -D-2 FILTER SOCKS, REMOVPL PRS. 86 9D10.106T-1 INLET PROTECTION DEVICE A NSTMLINLET PROTECTION MOUND ALL MAKEBPFTER INSTPLIATpN AND PRIOR TO PAVING. B. NLET PROTECTDN REQUIRED FOR ALL NTN(ES MTER PANNG. C. REMOVE NIET PROTECTION DEUCES PRIOR TO OPENING THE STREET TO TRAFFIC. REMDVPLSWLL BE CONSIDERED NCDEMPL 0] 9016106T-2 INLET PROTECTION DEUCE, MAfRENANCE A REMJVE PLLPCCUAATED SEDFEM. 9.8 HIIB-106A0 CONCRETE STEPS, TWEA A MElSUREMENT WILL BE THEMEAOF CONCRETE STEPS IN SQUARE FEET FOR EACH TYPE OF CONCRETE STEP. THE LENGTH WILL BE THE HORIZONTAL LENGTH BETWEEN EXPMSgN JOINTS. AND THE WIDTH WILL INCLUDE CURBS. B. PAYMENT WLL BE ATTHE UNIT PRICE PER SOUMEFOOT OF CONCRETE STEP&. C. UfdT PRCES NCLWES. BUTBNOT UMTEO TO,RERFORCEMENT.EXPANSpN JOM MNTERWL, PND PREPPRATgN OF SUBGMDE. 11.1 11010.106X-0 TRAFFIC CONTROL A REFER TOJSHEETS FORTRAFFIC CONTROL PLPN. 11.2 11010.100-A-0 CONSTRUCTgN SURVEY A ero REM INCLUDES ALL SURVEY WORK NECESSARY FOR CONSTRUCTION OF THE PROJECTAS MENDED BY THE CONTRACT DOCUMENTS. B. ANY PROPERTY PNS DISTURBED BV THE CONTRACTOR SHALL BE RE{9TPBLBHED BYA LCENSEO LAND SURVEYOR. C. THE CONTRACTOR SHALLRETAW A LICENSED LAND SURVEYOR TO PREPARE AND RECORD ANEW LAND CORNER CERTIFICATE FOR ALL LPM CORNERS DISTURBED DURNG CONSTRUCTgN. PROVIDE THE ENGINEER WRHALOPV OF THE RECORDED CERTIFICATE. 11] 11010.106X-1 UNCHARTED UTLRES A MUNLHMTED UTILITY IS DEFINED MAUTIIfY EXISTNG WRHN TO THE PROPOSED IMPROVEMENT OR CROSSING THE PROPOSED IMPROVEMENTAT MARE THAN 30 DEGREES TO ARgHT MGIE. TO QUALIFY FOR EXTRACOMPENSATpN, THE CONSTRUCTION MUST REQUIRE THE USE OF SHORING OR OTHER DEANS TO PROTECT THE EXIBTING UNCHARTED UTILITY. THE CONTRACTOR SHALL BE COMPENSATED FOR UNCHARTED UTILITIES ENCOUNTERED. BASED ON THE NUMBER OF LREM FEET OF PARALLEL CONFLICTING UTILITY AND THE UNIT PRICE Bq. PITY UNCHARTED IfTRRY 3 LACHES N pLAAETER OR SMALLER SHALL BE CONSIDERED NCDEMAL AND NO COAPENSATgN WILL BE AWARDED (UE.. WATER SERVCE LNES, TEIECOMNUNCATIONS LINES, G>5 SERVICES, ETC.). 11.1 11020.1060.0 MOBLPATgN A LUMP SUM REM NO MEASUREMENT WILL BE MADE. 8, REFER TO SUDM SEC, 11020108 FOR BASIS OF PAYMENT. 11.8 1108P106PA CONCRETE WASHOUT A SID NGLIIDESCONSTRULTpNOR pELNERYOF CONCRETE WASHOUT PRS. VACUUM SERVICE. CLEANOUT AND REMOVALOF WASHOUT IOWA CITY, IOWA KHM BAVY uNsu" ��!^ ''I%Z 1]10Unimar!Om DAVENPORT BRICK STREET QUANTITIES AND MTC IOP POpAtAoxo building strong communities. N-th UM"v,b 33'1] 3,Yb]690Ye RECONSTRUCTION PROTECT REFERENCE NOTES •"�^""„"""""'°b° °"`°"'"'°'�"'m'n,«,,. °e.,.e C.03 mncuw. APPIL IU,] MC°C L U R E' W3IM269093 r„y�y� �s-�y��_�wi�.NYw �wrawv. w,.rve,.w�. ees . A�rrwraur\ww.. ro.. A,.�,p \"... UIS - ENGINEERING CO. (1 \�VIC. n1MtnmmM1.,nn\qe•s\f al PRS. B. OBPOSK OF PLL WASHOLR MATERLAL SHPLL BE CONSDERED NCDEMPL die 5/T/301I9:IA M.1 ESTIMATED PROJECT QUANTITIES Data Istad below 18 for informational purpose at* and shall not colstlhle a basis far any extra work orders. Iters Item Code Description THE M17 EDITION OF THE IOWASTATEWIDE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL (SUDAS) SHALLMPLY TO ALL WORK PERFORMED ON THIS PROJECT EXCEPT AS MOORED HEREIN. CITY OF IOWA CITY WATER DISTRIBUTION SPECIFICATIONS SECTION 02660 DATED NOVEMBER 2016 AND ACCEPTED PRODUCTS FOR IOWA CRY WATER DISTRIBUTION MATERIALS DATED NOVEMBER 2016. REFRENCE INFORMATION NOTES FOUND BELOW AGROUPM OF STACKED BID ITEMS SHALL APPLY TO ALL ITEMS DIRECTLYABOV6. 7.15 7030-10&F-2 TYPE A BRICK SURFACE INSTALLATION A REFER TO TYPICAL CROSS SECTION IN BSHEETS FOR DETAIL & REFER TO LSHEETS FOR GEOMETRIC AND STAKING DETAILS. C. INCLUDES NSTAI-LATION AND VIBRATION OF CONCRETE SAND IN JOINTS. D. CONTRACTOR SHALL USE SALVAGED BRICKS. ADDfnONAL SALVAGED BRICKS AVAILABLE FOR USE ON PROJECT CAN BE OBTAINED AT THE CRY STOCKPILE, LOCATED AT MESOUAKIE PARK N IOWA CRY. IN THE EVENT THE CRY STOCKPILE S NOT SUFFICIENT, ACCEPTABLE BRICK PRODUCTS, MATCHING THE SALVAGED BRICK TYPE CAN BE OBTAINED FROM GAVN HISTORICAL BRICKS, UNITED BRICK & TILE CO, SIOUX CITY BRICK M TILE CO OR EQUAL. 9.1 9024100-A4 HYDRAULIC SEEDING,SEEDING, FERTILONG, AND MULCHING- PERMANENT LAWN MIXTURE A SEEDALLDBTURBEDMEASWRHTYPEI-PERM ENTLAWNM URE. B. PAYM=NT WILL BE AT THE UNITPRRE. 9.2 9030-10& PLANS. TREE A INCLUDES THE FURNISHAND INSTALLA7NOFTTREESAPP DBYTHECITYFORESTRYDMSION. B. TREE PIANTINGS ME TO BE LOCATED IN THE VICINITY OF TREES VED, SEE SHEET C 04 CLEARING AND GRUBBING SCHEDULE. S. TREEPWNTINGSMEMBE2"INS�,DEC000WORNMEMALTRE 93 9010.10&A1 SWPPP PREPERATION A THE CITYWLL PREPARE PUBLIC NOTICES, FILE THE NOTICE OF INTENTAND PAY PERMIT S REQUIRED BY NPDES GENERAL PERMIT NO. 2. B. THE CONTRACTOR SHALL SUBMIT A COPY OF THE SWPPP PRIOR TO CONSTRUCTION. 94 9040-10&A2 SWPPP MMOGEMENT A SWPPP WEEKLY INSPECTIONS SHALL BE CONDUCTED BY THE CONTRACTOR FOR THE DURATION OF THE CO TPERIOD. B. THE CITYWLL PREPARE PUBLIC NOTICES, FILE THE NOTICE OF INMNTAND PAY PERMIT FEES REQUIRED BY NPDES ERAL PE RMT NO, 2. C. THE CONTRACTOR SHALLSUBMRACOPYOFTHESWPPP PRIOR TO CONSTRUCTION. 9S 9WP100-D-1 FILTER SOCKS, 8 N. A REFER TO FIG 9040.102 FOR FILTER BERM AND FILTER SOCK DETAILS. B. MAINTENANCE AND SEDIWNT REMOVAL IS REQUIRED THROUGH THE CONTRACT PERIOD. 96 9040108-D-2 FILTER SOCKS, REMOVAL 97 9040-108.T-1 NLET PROTECTION DEVICE A INSTALL INLET PROTECTION MOUND ALL INTAKES AFTER INSTALLATION AND PRIOR TO PAVING. B. INLET PROTECTION REQUIRED FOR ALL INTAKES AFTER PAVING C. REMOVE INLET PROTECTION DEVICES PRIOR TO OPENING THE STREET TO TRAFFIC. REMOVALSHALLBECONSIDEREDINCIDEMAL. 98 9040-108-T-2 INLET PROTECTION DEVICE,MAINTENANCE A REMOVEALLACCUMkrEDSEDIMENT. 99 Wn-108- 0 CONCRETE STEPS, TYPE A MEASUREMENT WILL BE THE AREAOF CONCRETE STEPS IN SQUARE FEET FOR EACH TYPE OF CONCRETE STEP. LENGTH WILL BE THE HORPONTAL LENGTH BETWEEN EXPANSION JOINTS. AND THE WIDTH WILL INCLUDE CURBS. B. PAYMENT WILL BEAT THE )INR PRICE PER SQUARE FOOT OF CONCRETE STEPS. C UNIT PRICES INCLUDES. BUT S NOT LMTED TO, REINFORCEMENT, EXPANSION JOINT MATERIAL, AND PR ATION OF SUBGRADE. 11.1 11010.10&X-0 TRAFFIC CONTROL A REFER TO J SHEETS FOR TRAFFIC CONTROLPLML 11.2 11010.108 0 CONSTRUCTION SURVEY A BID ITEM INCLUDES ALL SURVEY WORK NECESSARY FOR CONSTRUCTION OF THE JECT AS MENDED BY THE CONTRACT DOCUMENTS. B. ANY PROPERTY PINS DISTURBED BYTHE CONTRACTOR SHALL BE RE-ESTABU D BYAI-CENSED LAND SURVEYOR. C. THE CONTRACTOR SHALLRETAINAUCENSED LAND SURVEYOR TO PREP MD RECORD A NEW LAND CORNER CERTIFICATE FOR ALL LAND CORNERS DISTURBED DURING CONSTRUCTION. PROVIDE THE EER WITH ACOPYOF THE RECORDED CERTIFICATE. 11.3 11010-108-M UNCHARTED UTILITIES A MUNCHARTEDUTIL"SDEFNEDMAUTILITYEXSTINGW N TO THE PROPOSED IMPROVEMENT OR CROSSING THE PROPOSED IMPROVEMENT AT MORE THAN 30 DEGREES ARIGHT ANGLE. TO QUALIFY FOR EXTRA COMPENSATION, THE CONSTRUCTION MUST REQUIRE THE USE OF SHORING OR OTHER M TO PROTECT THE EXISTING UNCHARTED UTILITY. THE CONTRACTOR SHALL BE COMPENSATED FOR UNCHARTED UTLRIES ENC RED. BASED ON THE NUMBER OF LINEAR FEET OF PARALLEL CONFLIOTNG UTILITY AND THE UNIT PRICE BID. ANY UNC WARTED UTILITY CHES IN DIAMETER OR SNALLER SHALL BE CONSIDERED INCIDENTAL AND NO COMPENSATION WILL BE AWARDED(LE., ER SERVICE LINES, TELECOMMJNOATIONS LINES, GAS SERVICES, ETCJ, 11.4 1101 MDBILVATON A LUMP SUM REM NO MEASURE WILL BE MADE. B. REFER TO SUDAS SEC. 110201.08 FOR BASS OF PAYMENT. 11.5 11060 -108 -AO CONCRETE WASHOUT A BID INCLUDES CONSTRUCTION OR DELIVERY OF CONCRETE WASHOUT PITS, VACUUM SERVICE. CLEANOUT AND REMOVAL OF WASHOUT PRS. B. DISPOSALOFAU-WASHOUTMATERIAL SHALL BE CONSIDERED INCIDENTAL IOWACRY, IOWA ne.zia�z 111% KHM SAV A1EC 109130616020 KRB• nmouw. OWL2017 _ MCC L URE'" building strong rm.:nites V:Wm V 03001e02U1D nWlam\C.01. ^ 4n7a017110FM FILED 2011 APR 18 AH 8; 55 CITY CLERK IOWA CITY, IOVIA 1740 Lini.Nubry DAVENPORT BRICK STREET QUANTITIES AND Nor. DWrry, 319626-9090 RECONSTRUCTION PROJECT REFERENCE NOTES %x319-626-9095„r.�...c..e-.....mn�,..'^' vmra. C.03 Rialt REMOVAL OF DRIVEWAYS AND ENTRANCES 1110-amoo ohm lOrsBon at9bn 910a ,70.1 VdMh PT Mas BP Ms fr Ratrafp Smrm Sewer 12xTL00 LT 1fi0 Vrres 323 95B Sae Bled A01 36 13x08.90 RT 04tH Varies iro 18.8 Bee shad A01 Sce aMd A01 13x81.00 LT 18.0 Varies 25/ 48.8 REMOVAL OF PAVEMENT 14e07.50 LT 16.0 Varks 1]I 18.9 Sce alee1 A00 376 18x20.50 RT BA Varies eB 10A Bee sheet A01 Bx syd A01 18x3/.80 LT 180 Varity 328 26.3 Sre shcet A09 ' Not a BIG Rem tN]BAp RT 80 Varies B5 B4 See sheet A01 io 18x&1.00 LT 1S0 Varity t33 11.8 See sheet A01 Vries 1381 155 fOB Sr andA01 19x5900 /9x88.00 LMIR' PCC IIBN 10 Vales 631 59 31 See ahw1A09 31A See sled Ad 1/ 2.0 See sMetwd 1]+31-00 17x98.00 18 1A 3.0 Sce sM1ed A06 17x96.00 17xNA0 Tool Pa9axrent Rerrwab 778 891 BaBF Erld hvalrenl LApgm WM Anna MN SwVOut' Rarlarle SeesMe[A04 1TxT800 17x82.00 1lI 61 30 Sw sMd A04 iT*92.50 17+88.00 bfatlon 9falbn Sift Typa SO Sceahed A04 18x06-00 18x4200 85 ].3 50 8ce shed AD/ 18x11.00 1&15.00 97 {.1 8.0 Sea aMd0.01 18xTfi50 19xNA0 iW ST LF 8.0 Sty sllcet A06 1MT8.50 19x05.00 220 NA BA See sM1eetAd 19x92-00 19xN.50 T1D 21.9 PT FT Verses 293 27 70 Bee sMd A04 218 24.0 B.0 had A01 13x54.]9,1].98RTn-GruhM1in11.111TObCkeretlOtlen13x86.59,20.53RTlear'aMGuStvg23.0230 10+53.00 10x80.00 left PCC 17 9297 683.0 A �' 10x6100 11+34.50 10+80.00 R' M FCL left PLC/HMO 1B 18 Varies 201 22 Varies /]{ 18 E8 66 Bee ahcet A04 Bee aheetA0.1 11+5050 Vanes 775 59 46 Bea aleaf A01 15x70-03,2408LT�GruSd13.0136TOBeCbatlOUiRa18x]1.1]253@LT-GubM13.613.8TOBeCM1MOOenleargird180.0180-0 11x22.50 11x50.50 M PCC/Hhw 30 588 51 92 Bae algid A04 1N55.45 15M295 RgM PCC Q Venn 14x55.50 15x0280 Cert PCC Q Varks 587 22 75 Des Bled A06 TO BBCYrad Opus texro3],2a.ssLrn - 15x3350 15xro.50 Ldt/R' PCC 97 118 T9aM ].{92 OD OA DaymW piat rn YT, a TJ = O *J Ln O w.an IOwAcllr, IOWA QUANTITESAND " '•a�'•�"•�°'ra rwrr>nrwa...s..w.wa. e�rw a�rw_ K11A1 MV 111%^ 1740 UMNe.Inr. DAVENPORT BRICK STREET Yw�rr� ylrrrw..rp1Y�.Iu+aru..>.u.w.Is•r.i>.e MEC lOa 03ce160ro building Strong communities. NwMU ,b S]]1] RECONSTRUCTION PROJECT REFERENCE NOTES ieamea APPA 2011 319-0249W0 oe rr>.wti.. ..R_ ..a a._.. .. _, C.04 �� M C L U RE' f>e 91 9-62 4 9 0 99 .s+.>a� +i+x�r�rr�+rro..Mrxrww. ENGINEERING Co. Rialt REMOVAL OF DRIVEWAYS AND ENTRANCES 1110-amoo ohm lOrsBon at9bn 910a y FT VdMh PT Mas BP Ms fr Ratrafp Smrm Sewer 12xTL00 LT 1fi0 Vrres 323 95B Sae Bled A01 36 13x08.90 RT BA Varies iro 18.8 Bee shad A01 Sce aMd A01 13x81.00 LT 18.0 Varies 25/ 48.8 Bee shed A00 Smrm serer 14e07.50 LT 16.0 Varks 1]I 18.9 Sce alee1 A00 376 18x20.50 RT BA Varies eB 10A Bee sheet A01 Bx syd A01 18x3/.80 LT 180 Varity 328 26.3 Sre shcet A09 Smrm sewer tN]BAp RT 80 Varies B5 B4 See sheet A01 io 18x&1.00 LT 1S0 Varity t33 11.8 See sheet A01 Vries 1381 155 fOB Sr andA01 19x5900 /9x88.00 LMIR' PCC IIBN 10 Vales 631 59 31 See ahw1A09 31A See sled Ad 1/ 2.0 See sMetwd 1]+31-00 17x98.00 18 1A 3.0 Sce sM1ed A06 17x96.00 17xNA0 Tool Pa9axrent Rerrwab 778 891 580 1Tx53.50 17N150 BB ].7 3.0 SeesMe[A04 1TxT800 17x82.00 1lI 61 Rialt REMOVAL OF DRIVEWAYS AND ENTRANCES 1110-amoo ohm lOrsBon at9bn 910a y FT VdMh PT Mas BP Ms fr Ratrafp Smrm Sewer 12xTL00 LT 1fi0 Vrres 323 95B Sae Bled A01 36 13x08.90 RT BA Varies iro 18.8 Bee shad A01 Sce aMd A01 13x81.00 LT 18.0 Varies 25/ 48.8 Bee shed A00 Smrm serer 14e07.50 LT 16.0 Varks 1]I 18.9 Sce alee1 A00 376 18x20.50 RT BA Varies eB 10A Bee sheet A01 Bx syd A01 18x3/.80 LT 180 Varity 328 26.3 Sre shcet A09 Smrm sewer tN]BAp RT 80 Varies B5 B4 See sheet A01 io 18x&1.00 LT 1S0 Varity t33 11.8 See sheet A01 Sce shed A01 1Tx8250 LT 1fi0 Varks 127 14.1 See sheet A01 18+92-00 18x13.00 LT tS0 Verb 181 31A See sled Ad 1/ 2.0 See sMetwd 1]+31-00 17x98.00 18 1A 3.0 Sce sM1ed A06 17x96.00 17xNA0 dB TOTK 1291 IMA 1Tx53.50 17N150 BB ].7 3.0 SeesMe[A04 1TxT800 17x82.00 1lI 61 • tb1 a 6itl Perri SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL 110-16 00.16-iJ Lo99bNDeaviptbn aanpeywrSrorm Bawer rwPlug 00,11" m.: or ASeMonlrenL Plug l OrRalmvsl Len M1OIP S3B� >S9 trItll derlebr dWrebr LF LF RalxMa RarrxlR 14x8B.50.1NT1.00 Smrm Sewer Ramovel 12 iS RCP -NMh Pelma 11x50.50 iN72.00 Bmrm sewer RaIlloval 36 11'RCP -llritlOr Btrcet 19x0500 1N7200-idx8650 Bmrm Sewer Ramwel 18 1S RCP -Soap PeMxe Sce aMd A01 15x12.OD-15+51-00 Storm Sewer Ramowl 43 24'RCP-Ursld Doe Street 15 15x1700 -15x51.00 Smrm serer RRnwal 98 MRCP-lRad Deven Street Sn aheel A04 15x5100 -18x05.00 Smrm Sewer Removal 376 2P RCP-IRIGer Dawn Beset Bae aNMA01 1NB150-18x0200 Stam sawn Removal 18 B'VCP-SW Corner elan Boed artl Street Bx syd A01 19x02.8]-19x05.OD storm SeaO RemovY 94 i6'VCP-PRdklm WnlaldOalYe Spcet _ i9xO50D-18x07-00 Smrm sewer Renew 19 2T VCP -tattler tion atreal _.-- _ 1sxn.5o 18x28-00 rz io B.o sty aM1eetwa 18N8.00 18x98.00 Tod RamevW 123 S.0 Sce shed A01 18x88.00 18x8800 rz B0 8.0 See 6heelAd • tb1 a 6itl Perri SIDEWALK REMOVAL CURB REMOVAL 1104 0801-08 BeBln 519bn End 8t9bn eltle yngtll � RarrxlR 11+50.50 11x711.50 Tit 325 Sea eM1eet A06 11x50.50 14xro.W Leff 3� See eMet A09 15xro.50 19x0500 LeR 353 See shed A01 1rr000 tsx9d.o5 Sce aMd A01 351 sty sheet A09 19+05.00 19x0500 leR 15 Bee sheet M05 19x6200 19x87.50 191 4t Sn aheel A04 18x49.W 18x88.00 >0 dt Fee ahcelA01 Bae aNMA01 1N]1.00 1N9B.00 27{ 30.1 13.0 Bx syd A01 TOTAL 1A@ 180 20A BA Bea slat A04 15.{8.50 15x05-00 • tb1 a 6itl Perri SIDEWALK REMOVAL ,6,6, Ba9b aMbn Erld et9lon Nae BP Mea Br 8d9C9• LP �� 10x51.50 10x88.00 Tit B5S 79.0 Bee algid A09 10x51.00 10x88-00 1012 115.8 0.5.11 See aheelA01 1N3].00 1N97.00 1855 2118.1 15.0 Sce aMd A01 ttx3].d0 11+58.50 183 18.1 0.0 See shed A01 12x58.50 14+85.60 105 11] S.0 SeeaMdA01 13+]4.00 19x86.00 >0 ST B.0 Bae aNMA01 1N]1.00 1N9B.00 27{ 30.1 13.0 Bx syd A01 15NBA0 15xrole 180 20A BA Bea slat A04 15.{8.50 15x05-00 91 25T 8.0 Bee sled A06 1sxn.5o 18x28-00 rz io B.o sty aM1eetwa 18N8.00 18x98.00 111 123 S.0 Sce shed A01 18x88.00 18x8800 rz B0 8.0 See 6heelAd 16x]/.00 18+92-00 ro TA BA Sce sheel0.01 1]x2(1.50 1]x2850 31 1/ 2.0 See sMetwd 1]+31-00 17x98.00 18 1A 3.0 Sce sM1ed A06 17x96.00 17xNA0 dB 6.9 8.0 Sce slee[A04 1Tx53.50 17N150 BB ].7 3.0 SeesMe[A04 1TxT800 17x82.00 1lI 61 30 Sw sMd A04 iT*92.50 17+88.00 49 32 SO Sceahed A04 18x06-00 18x4200 85 ].3 50 8ce shed AD/ 18x11.00 1&15.00 97 {.1 8.0 Sea aMd0.01 18xTfi50 19xNA0 414 238 8.0 Sty sllcet A06 1MT8.50 19x05.00 220 NA BA See sM1eetAd 19x92-00 19xN.50 T1D 21.9 8.0 Sea sM1eetAd t9xN.OD 19x7050 218 24.0 B.0 had A01 13x54.]9,1].98RTn-GruhM1in11.111TObCkeretlOtlen13x86.59,20.53RTlear'aMGuStvg23.0230 TOTAL 9297 683.0 A �' O:VmIMaVAc 03061603p10.f'gn\RoMC.01 d.q 6/2/30179:43 AM 110.17 04161 CLEARING AND GRUBBING EaWeMd 9uarMtlaa LorJ11011 Trwa, Blulrys, arq lops sml Oonn TYrbrMdarid DWxelers MOMer MalerW Blatbn ro9tdbn or MINPoat tO Mlbptet Oln4�.d ntlMdenalT6paorOescrlpu0n9»C-]9">30-d2'ftOalry�tlUntls��nUnlhMseaEaeh12+23.55,2569LT-Gm6pl17.817.6TOBeCkereGBOpen 12+70d0,19.48'RTeraMGruSd8]87 13x54.]9,1].98RTn-GruhM1in11.111TObCkeretlOtlen13x86.59,20.53RTlear'aMGuStvg23.0230 15x70-03,2408LT�GruSd13.0136TOBeCbatlOUiRa18x]1.1]253@LT-GubM13.613.8TOBeCM1MOOenleargird180.0180-0 TO BBCYrad Opus texro3],2a.ssLrn - 1 13.11 118 T9aM ].{92 OD OA O:VmIMaVAc 03061603p10.f'gn\RoMC.01 d.q 6/2/30179:43 AM Rqft RI By REMOVAL OF DRIVEWAYS AND ENTRANCES 110-8 MOD oeatae Loolbn 10aeorl 9ba Len FT +1a+ Ma BF Arx SY M1lerlo 10x8600 -10x86.00 0 LT 180 Varies 322 35.8 See abed Ad 11x72.00 0 RT BO Vt+lies 170 189 d -tat Stam Sewer 0 LT 160 V§res 257 280 See aYRelAd Remind 0 LT 180 Varies REMOVAL OF PAVEMENT 193 gee sleet0.d 48 0 RT fl0 Varies 88 10.9 Sea ahMnAd PDwren 50 LT 18.0 Varies 228 25.3 See alrtetAd 3tree1 0 FR RT 8.0 VBrbs 85 BA See aheetAd S1wm Sewn 0 LT Not s 9tl Oun Verbs 133 149 See sheetAd SaeshdAd1]+4600 50 LT 180 Varies 127 14.1 See sheetAd M 16 Verses 631 5B 31 See shed 0.d 11.9 See sheetAd 3.1 Seeabed Ad1)+9259 1)+9fi00 32 SeecMdAd18x0100 18+2200]J T01N Payslnnlitrlmvda 0.778 Qt fe0 18x11.00 18+1500 0-d 4.1 80 See dad Ad 18+]850 19+OJ0g _ 238 6.0 See eted Ad 1Nro.50 19+05.00 7A 2x4 8.0 SessMd Ad 1B+d250 19x44.00 19+1050 19.roso 720 z1e OsOtr End Me1reN larpW WINK Area Area 11awCul' YVB SUm-GmUdn Tori em ea.B ma 17. BYUon Sid. Station T3aa To BeCMre08 Others 12+]0.4019.48 RT EB Remarks eM Cru 1 6.7 BT 13x51.70 17.98 RT EB SUm - Gru56i 1 1.1 1.1 To Be CbveO OIMs 13x88.68, 20.53' RT EB Trees - Ciewring and (Drubbing - R FT BF BY LF 72.0 22.0 15x70.83, 74.09 LT WB Sam - CruOUi 10+53.00 10+90 00 Lan PCC 17 varies 2x3 2] ro sae sneet0.d Ta Bs CNretl 001ers 16+71,17,25.W LT VIB Sam - Gn1UUi 1 10+81.00 f0+90.00 Right PCC 18 Varies 201 T2 BB See sheetAd 18+93. 18 N'RT ® Trees - Clearing em tru 1 169.0 11+3150 11+5050 Le11 PCCIHM 18 Verbs 4]4 iB 8B SeeaMd Ad -C9u0tl 1 13.8 13.8 11+TLSO 11a505A1 PCC/10.11 RW 20 Varies 775 � 45 See sheelAd 11+56.0.5 15+0245 PCC pigit O) Verbs 588 51 @ See clad Ad TotaN lou 90 QO 1X6850 15.02.50 Lett PCC 47 Vines 587 22 75 Sr alleetAd 16+33.50 16x]0.50 Lee/R' 1 PCC 37 Varies 1,107 155 108 SeeaMd Ad 19+53.00 19k6900 Leltlft ht MC/14M Begin End IOWA CITY. IOWA oRAV xn+si°»s ��, »o,�ce 1n11T o KHM III�>ew vex n�ineer tare DAVENPORT BRICK STREET QUANTITIES AND °'"4•"^�`"""°m.��»•=m=b"aim"��s�i��,•big•i�nm�w"s�•m=-nie.,mrm,,,. " MIOWAEC X30616010 buildin strop omen. _ 9 9 - r rh ce.M, 1. 52m RECONSTRUCTION PROJECT REFERENCE NOTES _ "e.+. _ er atsu eaa,.ro APRIL eonF 7^ p MCC L U R p E - 319-626-9090 1.111 " /'� I C.04 KRB foa319b16-9095 ",..,nmu. »e..a�»u"u".m o..,.,�n..�m�.1,-» zw,.erv�..�-1-n Rqft RI By REMOVAL OF DRIVEWAYS AND ENTRANCES 110-8 MOD oeatae Loolbn 10aeorl 9ba Len FT YAtlth FT Ma BF Arx SY M1lerlo 10x8600 -10x86.00 0 LT 180 Varies 322 35.8 See abed Ad 11x72.00 0 RT BO Vt+lies 170 189 See abed Ad Stam Sewer 0 LT 160 V§res 257 280 See aYRelAd Remind 0 LT 180 Varies 170 193 gee sleet0.d 48 0 RT fl0 Varies 88 10.9 Sea ahMnAd PDwren 50 LT 18.0 Varies 228 25.3 See alrtetAd 3tree1 0 FR RT 8.0 VBrbs 85 BA See aheetAd S1wm Sewn 0 LT 18.0 Verbs 133 149 See sheetAd SaeshdAd1]+4600 50 LT 180 Varies 127 14.1 See sheetAd M 16 Verses 631 5B 31 See shed 0.d 11.9 See sheetAd 3.1 Seeabed Ad1)+9259 1)+9fi00 32 SeecMdAd18x0100 18+2200]J T01N Payslnnlitrlmvda 0.778 Qt fe0 18x11.00 18+1500 0-d 4.1 80 See dad Ad 18+]850 19+OJ0g _ 238 Rqft RI By REMOVAL OF DRIVEWAYS AND ENTRANCES 110-8 MOD oeatae Loolbn 10aeorl 9ba Len FT YAtlth FT Ma BF Arx SY M1lerlo 10x8600 -10x86.00 0 LT 180 Varies 322 35.8 See abed Ad 11x72.00 0 RT BO Vt+lies 170 189 See abed Ad Stam Sewer 0 LT 160 V§res 257 280 See aYRelAd Remind 0 LT 180 Varies 170 193 gee sleet0.d 48 0 RT fl0 Varies 88 10.9 Sea ahMnAd PDwren 50 LT 18.0 Varies 228 25.3 See alrtetAd 3tree1 0 FR RT 8.0 VBrbs 85 BA See aheetAd S1wm Sewn 0 LT 18.0 Verbs 133 149 See sheetAd SaeshdAd1]+4600 50 LT 180 Varies 127 14.1 See sheetAd M 0 LT 18.0 Vtues 787 11.9 See sheetAd 3.1 Seeabed Ad1)+9259 1)+9fi00 32 SeecMdAd18x0100 18+2200]J Applicatl011 TOTAL 1701 t00A 18x11.00 18+1500 0-d 4.1 80 See dad Ad 18+]850 19+OJ0g _ 238 Rqft RI By SANITARY OR SEWER ABANDONMENT OR REMOVAL CURB RE 710-14 0/-18-1] LoutloN0esulpUon Smdryor Storm Nwr Aeenaonrrenl, Plug onry - or AamoonnenL Plug 4rlq.FAl w Rertnval -\ Larlgth o1 Pipe aMtrM >311nN tliretrr Nslletrr LF LP SYtls RslrOrb 10x8600 -10x86.00 - 14x88.50 -1X7100 Siam Sewer Removal 12 15 RCP -Norm Parkwa 1X97. 11+56. Sae sfeetAd 11x72.00 Slam SewN Removal d 1T RCP-Unoer Gave rl3aaat 15+]0.50 11+)2.01]-14.84.50 Stam Sewer Removal 16 1S RCP-SouW PeMw 15+)(1.00 d00 t5+42.0015+51.00 Sbm Sewer Remind 43 2/'RCP-Ilyder n5tred tAR LeR 15.47M - 15+5100 Storm Sewer Remavd 48 N' RCP- Untler Daen n SaeN 41 f 5+5100 19x0800 Stam hewer RemOVM 374 PDwren rt Street 18x88.00 18x91 50 - 19x02.00 Stom hewer RemovM 16 8 VCP- Corner of Linn Street and Davenport 3tree1 19+0280-19x05.00 Sbm Sewer Removd d 15'VCP-Parand West sift of Lim Street 1)x2830 19+0500 19+0100 S1wm Sewn Removal 19 21• VCP - Under Linn t - 1.8 N3.0 SaeshdAd1]+4600 YAwk erd 1]+49.00 V46 5.3 SeaaheelAd Total Rermvab M 17 SeeabedAd17+78,00 Ram.na 17+8200 3.1 Seeabed Ad1)+9259 • Nat a atl ikm SIDEWALK REMOVAL CURB RE Begin Station AL i1 OB -01 iYtlD11 ttr8on SYtls urtON LP 10x8600 -10x86.00 Rerrerin 11x5030 1X75.50 See aMd Ad sMdAd 326 1X97. 11+56. Sae sfeetAd 11«50.50 14xro. Len 928 72x65.50 See aheetAd 15+]0.50 19+ Leff 353 19x9400 1X99.00 Sas sileetAd 15+)(1.00 d00 gee aMetAd SN SMd Ad 351 15xro.00 15«85.00 Be, aheetAd 19.05 .00 19x4200 19+0500 19+8]50 tAR LeR 15 qt- iBx7B.'.A SN 81ed Mp5 Sae aMatAd 19x 19x69.OD Saa aged Ad 41 18x4800 Saa aMetAd 123 SN eMdAd 16+66.00 18x88.00 8.0 TOTAL 1,462 16+92.00 - 18 SO Sea A04 17211.50 1)x2830 rrps, s1M laps n0 Dova Tinbr MebUd Disrreten • Nat a atl ikm SIDEWALK REMOVAL +1 11Na1 Begin Station ir10 81slion DF M _ Common Name Rerrerb 10+5150 10x54.00 10x8600 -10x86.00 172 1012 858 115.6 ]40 0.50 See aMd Ad sMdAd 11+3]00 i H31W 1X97. 11+56. Crimson Sere Oak .1 .1 5. iYleetAd dad Ad 12+56.50 72x65.50 103 11.7 8.0 Sea aMd Ad 1J+)400 14+]10p 19x9400 1X99.00 04-16-1 I Nyasa Sylvaaca gee aMetAd SN SMd Ad 15+46.00 1548.50 15xro.00 15«85.00 6. See atad Ad Sae sled Ad 16+11.50 iBx7B.'.A 8.0 Saa aged Ad 16x18.00 18x4800 123 SN eMdAd 16+66.00 18x88.00 8.0 SMaOedAd 18x]4.00 16+92.00 - 18 SO Sea A04 17211.50 1)x2830 rrps, s1M laps n0 Dova Tinbr MebUd Disrreten SI SNSMIAd 17+34.00 17+16 00 - 1.8 N3.0 SaeshdAd1]+4600 YAwk erd 1]+49.00 V46 5.3 SeaaheelAd 1]+53.50 1)+]150 17 SeeabedAd17+78,00 Ram.na 17+8200 3.1 Seeabed Ad1)+9259 1)+9fi00 32 SeecMdAd18x0100 18+2200]J Applicatl011 SeeaMalwd 18x11.00 18+1500 0-d 4.1 80 See dad Ad 18+]850 19+OJ0g 214 238 6.0 See eted Ad 1Nro.50 19+05.00 7A 2x4 8.0 SessMd Ad 1B+d250 19x44.00 19+1050 19.roso 720 z1e z44 zoo BA flo SeeaMd Ad Bea aledwM Unitr Acne Each12«23.68,25.�'LT YVB SUm-GmUdn Tori em ea.B ma 17. 178 O \PsoleOs\IAC 030616030\Design\Plops\CDl tlwq a/1 7/2017 1 53 PM Plant Materials List Ouan" Bognical Name Common Name Ldetbn S¢e Cond. 2 Duercus%Warei'Lon' Regal Pnnca Oak 1P23.50. 26.5 LT 15*71.00.23.50'LT 21IT Gdiper 71x77 2 Oue¢us Roour'Cnms<hmitlt' Crimson Sere Oak 13+83.d. 19.T5'RT 18*T0.56, 24.SB'LT 212"Galiper 2 her X Freemanii'JeRersrotl' Aa1mn Blaze 12+6].00,19]5' RT 16x71.00.25.66' LT 211T Caliper -B&B B 8 B I Ginkgo Biloba Nmann God 18+03.00,19.5' RT T' Cali r 04-16-1 I Nyasa Sylvaaca Bleck Gum 1gx53d,19]5'RT T'Cali r B8B C RING AND GRUBBING Total=8 LOWbn 6Umdetl Ouantltlea - - - Tne4, rrps, s1M laps n0 Dova Tinbr MebUd Disrreten Aq OWer MderMN --- - - B141bntr3trlbn or Mltrpwattr Mib t Pox Direction YAwk erd MderW T1Ps Unb Mee Rar0lcMs Ram.na OMWebO Lerr9m YANK Cslculatetl Applicatl011 or Osev�tlon of Travel 0-d >0.47' aT-iT >12--16' >TlUnitrUnRs Unitr Acne Each12«23.68,25.�'LT YVB SUm-GmUdn 17. 178 To BeCMre08 Others 12+]0.4019.48 RT EB bees - C eM Cru 1 6.7 BT 13x51.70 17.98 RT EB SUm - Gru56i 1 1.1 1.1 To Be CbveO OIMs 13x88.68, 20.53' RT EB Trees - Ciewring and (Drubbing - 1 BE 72.0 22.0 15x70.83, 74.09 LT WB Sam - CruOUi 1 13.8 13.8 Ta Bs CNretl 001ers 16+71,17,25.W LT VIB Sam - Gn1UUi 1 13.0 13.8 Ta Be Clearetl B Ogen 18+93. 18 N'RT ® Trees - Clearing em tru 1 169.0 166.0 18x]0.3], T3.8T LT WE Sam -C9u0tl 1 13.8 13.8 TO Be Cleared By OVers I TotaN lou 90 QO O \PsoleOs\IAC 030616030\Design\Plops\CDl tlwq a/1 7/2017 1 53 PM Plant Materials List Ouan" Bognical Name Common Name Ldetbn S¢e Cond. 2 Duercus%Warei'Lon' Regal Pnnca Oak 1P23.50. 26.5 LT 15*71.00.23.50'LT 21IT Gdiper B&B 2 Oue¢us Roour'Cnms<hmitlt' Crimson Sere Oak 13+83.d. 19.T5'RT 18*T0.56, 24.SB'LT 212"Galiper 2 her X Freemanii'JeRersrotl' Aa1mn Blaze 12+6].00,19]5' RT 16x71.00.25.66' LT 211T Caliper -B&B B 8 B I Ginkgo Biloba Nmann God 18+03.00,19.5' RT T' Cali r gas I Nyasa Sylvaaca Bleck Gum 1gx53d,19]5'RT T'Cali r B8B Total=8 180.42 MOD 10.15-t EXISTING SIGNS TO BE REMOVED AND REINSTALLED (BY OTHERS) 'For Infornvllonal Use On • ^Ml existing signs Willa ramo9atl prior to Or uotion and relllstMletl alter construction bytheC of lows Cly. CooNirote YAth Streets UNlsbn 319300.0181•• Sign Number or Description Location Station TW. "A Sign SW weeny Applicable Sgnoi, Reentries NO. M BIs Sb 11-4189 night 1 Stop Sign 11+8121 Leff t No Here to Convert No Parking 6.W5 pro 11+82.15 R M 1 No Parts Tkne 12+37.5/ Left 1 NO Parlding Sam b 5pm 14 m Right 1 No Parlang Any Tine 13+82.81 Left 1 No Par' Here to Gare, l NO PO,k,m Sam b5 M 144111 Right 1 Stop Sign 1482.43 Right 1 Bus Sty 1497.43 left 1 Sheetsw 15+59.54 Right 1 Stp Sgn 15+61m Left 1 No Pani OM Da,e 16+21.08 Left 1 No Perking Even Days 16+48.53 Right 1 NO Parlang Even O 5 17+8731 Right 1 M Painting O00 Das 17+9245 Led 1 No Parl,niq Here b C rner 1488.55 RVt 1 Stop Sign 18+85.58 RiSt 1 Street Sign 18+98.47 Right 1 Swp Sin 19+@.58 left 1 Stop Sin 19+45.21 R 1 sop Sin 19+61.80 left 1 RIGHT 12.0 18"15.00 18+81.00 LEFT Tool I 2 IOWA CRT, IOWAIO 100.1 01 -RSI TABULATION OF FILTER SOCK ReferbEC At BBgYI RUES. Loutlon EMStatton $we LengN Re-ks LF 11+88.00 12+U]110 LEFT 25.0 12+00.00 12+08.00 RIGHT 120 1436.00 1452.00 LEFT 25.0 1450.00 1458.00 RIGHT 12.0 12+98.00 13,114.00 LEFT 25.0 13+48m 13.,"m LEFT 25.0 13+50m 13+58m RIGHT 12.0 1400.0 1408.00 RIGHT 1z0 1450.00 141 LEFT 25.0 145om 145Bm RIGIT 120 15+35.o0 16+01.00 REFI 25.0 i5+88.00 15+98.00 RIGHT 12.0 18+48m 18+54.00 RIGHT 120 17+07.00 17+18.00 RIGHT 12.0 17+14.0 17+30.00 LEFT 25.0 17+8200 17+71.0 RIGHT 12.0 18"15.00 18+81.00 LEFT 25.0 18"17.°0 15+55.00 RICHT 120 15+75A0 19Wz00 RIGHT 37.0 18+78.00 19HMDD LEFT 40.0 19-43.00 19+67m LEFT 38.0 19-45.00 19+W.00 RIGHT 38.0 TOTAL 473.0 IOWA CRT, IOWAIO KHM RAV /1 III WCBa]Ob16020 1 • "R1201 N MCC L U R E' I KRB p m ENGINEERING CO. O\PmienaVAC_0]0616030\0.ign\RaMC 01 Ary SM20179ASAN building strong communities. GENERAL NOTES 1. WHERE PUBLIC UTILITY FUTURES ARE SHOWN AS EASTNG ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA R SHELL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALLAFFORD ACCESS TO THESE FACILITIES FOR NECESSMYMODIFICATIONS OF SERVICES. UNDERGROUND FACILITES. STRUCTURESMD UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE, THEIR LOCATIONS MIDST BE CONSIDERED APPROAM4TE ONLY. T IS POSSIBLE THERE MAYBE OTHERS. THE EXISTENCE OF WHICH 6 PRESENTLY NOT KNOWN OR SHOWN. T IS THE CONTRACTOR'S RESPONSIBILITYTO DETERMINE THEIR EXISTENCE AND EXACT LOCATIONS AND TO AVON DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE DELAY CAUSED BY SUCH WORK. THE CONTRACTOR IS REQUIRED TO IITLI7E THE UTILITY ONE -CALL SERVICE AT 000.282-8889 AT LEAST 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. 2. THE CONTRACTOR SHALL NOTIFY THE CRY OF IOWA CITYAND MLCLUR E ENGINEERING AT LEAST ONE WEEK PR OR TO CONSTRUCTION. 3. THE CONTRACTOR MAY BE REQUIRED AS DIRECTED BY THE ENGINEER OR THE CRY, TO PLACE TEMPORARY WMNNG DEVICES AND SAFETY FENCE AT CERTAIN LOCATIONS WHERE REPLACEMENT FEATURES ME NOT INSTALLED THE SAME DAY. THIS WILL BE INCIDENTAL TO THE BID TEM TRAFFIC CONTROL 4. SPECIAL CME SHNI BE TAKEN WHEN FORMING AT INTERSECTION 50 THE PROFILES SHOWN ON THE PLANS AND THE ELEVATIONS SHOWN ON THE NTERSECTON DETNLS ME OBTAINED. SHORT LENGTHS OF FORMS OR FLEABLE FORME MAY BE NECESSARYAT THESE LOCATIONS. 5. TO OBTAIN THE CORRECT FORM GRACES AT LOW POINTS WHERE INTAKES ME LOCATED, THE CONTRACTOR MAST EXERCISE ADDRONAL CME WHEN PAVING FULL WIDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE HALF OF THE PAVEMENT AT ATIME OR OTHER METHODS APPROVED BYTHE ENGINEER. 8, THECONTRACTOR S RESPONSIBLE FOR REPLACINGANYMEAOF PAVEMENT OR SIDEWALK NOTTO BE REMOVEDTHATME DAIMGED DUE TO OPERATING HIS EQUIPMENT ON THE PAVEMENT OR SIDEWALK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COON PROJECT, NCLUDING STAGING OF CONSTRUCTION DETAILS. ALL SUPPLIERS AND SUBCONTRACTORS INVOLVED N THE B. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE AT NO ADDITIONAL COST TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. 9. THE CONTRACTOR SHALL CONFINE HIS GRADING OPERATIONS TO WITHIN THE EXSTING RIGHT OF WAY SHOWN ON THE PLANS, 10. PLM AND PROFILE SHEETS NCLUDED IN THE PROJECT ME FOR THE PURPOSE OF ALIGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR WORK TO BE PERFORMED UNDER THIS CONTRACT. 11. THE CONTRACTOR IS REQUIRED TO BE FAMILIAR WITH AND COMPLYWITH OSHASTANDMDS. NOTHINGWITHINTHESEPIANSSHALLRELEVETHE CONTRACTOR OF THIS REQUIREMENT. 12. THE CONTRACTOR 0 RESPONSIBLE FOR PREPARATION, MNNTENAN(CE, RECORD KEEPING AND INSPECTION OF THE STOR M WATER POLLUTION PREVENTION PLM. 13. THE CONTRACTOR S EXPECTED TO HAVE MATERAL9,EQUIPMENT, AND LABOR AVAILABLE ON A DALY BASIS TO NSTAI- MD MAINTAIN EROSION CONTROL FEATURES ON THE PROJECT. THIS MAY INVOLVE SEEDING, SILT FENCE, ROCK DUCH CHECKS, FILTER SOCKS, SILT BASINS. OR SILT DIKES. 14. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS MEAS AND DESIRABLE TREES OUTSIDE THE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE MEAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE MEM WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 15. IN ORDER TO AVOID ANY UNNECESSARY SURFACE SPEAKS OR PREMATURE SPALLING, THE CONTRACTOR IS CAUTIONED TO EXERCISE CARE WHEN PERFOR MNG ANY OF THE NECESSARY SAW CUTTING OPERATIONS FOR THE PROPOSED PAVEMENT REMOVAL. 16. ESTIMATED QUANTITY FOR NEW CONCRETE PAVEMENT INCLUDES ALL INTEGRAL CURB, ALL STREET RETURNS MD SPECIAL AREAS OF R EPNRS TO CONNECTNGPAVEMENTS. 17, THE ROADBED SHIN -1. BE TRIMMED TO WITHIN 0.05 FOOT OF THE FINAL SUBGRADE ELEVATION. TRIMrEDMATERALSHALLBEPLACEDINAWINDROWON ETHER FORESLOPE FOR USE IN EARTH SHOULDER FILL AFTER PAVING NO PONDING OF WATER SHALL BE ALLOWED BY THE STORED MATERIALS. TRIMMING MATERIAL SHALL BE INCLUDED IN CLASS 10 EXCAVATION. 10. THE PROPOSED STORM SEWER IMPROVEMENTS SHALL BE REASONABLY CLEAN PRIOR TO PROJECT ACCEPTANCE BYTHE CITY. THE CONTRACTOR WILL BE REQUIRE' TO CLEAN OUT MUD, DEBRIS AND CONCRETE PIECES LEFT IN INTAKES OR PIPE FOLLOWING COMPLETION OF NSTALIATOR 1740 L;71 mee DAVENPORT RICK STREET QUANTITIES AND Hbo Lte17 M. ions 533 ]19 -636 -mo RECONSTRUCTION PROJECT REFERENCE NOTES Ni S19-026.9095 :L7 -�•1 C.)-< 1 N r p m y Ln baA a.. C.05 180.82 6100 10.16.1 EXISTING SIGNS TO BE REMOVED AND REINSTALLED (BY OTHERS) -Smr Inform nal Use On - "At ermeting signs will Its reemved phlor baorntrlrc6orlaM rykmtWWMer COnsbuC nbythoCKV&bwsCltyCoordKM4 with 8heeb DWIMun illiYilB1^ Sign Nunber or Description 5 6gn S%nkM RM, 89N hw�y Appllu� a6r M da StgP 11+4189 Rkft 1 SWp Sign 11+6121 Left 1 No the to Corner l No Prolong 8amb6 P. 11+8215 RVt 1 No P.1ong An, Tine 12+37.57 Left 1 NO Par1t lam b5 m 12+90.98 RW 1 No Park Tine 13+82 1 NO Perglg Here to Corre, I No Periong 8ambSpm 14+41.71 R- 1 SOP Sin 14+82.43 Rght 1 Bus Stop 14+97.43 Left SlreetS n 15+50.54 R' 1 Sop Sgn 15+61.29 LM 1 M Padang Odd Cap 16+2108 Left 1 No Pa*ng Eym Days 16+48.53 Rght 1 No Pareng Even Days 17+67.31 Right 1 No PaMng Odd Days 17+112.45 LM 1 No Parlong Here to Cally 18+66.55 RW 1 Sro n 18+85.58 RW 1 Streets n 18+96.47 Rot 1 Stap Sign 19+0256 Left 1 SVP Nn 19+15.21 R' 1 Sop SO. 19+61.60 Lell 1 LEFT 38.0 19+4500 1;uimtm RIGHT Total 21 GENERAL NOTES WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EKISTNG ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR S.FORD.ffSS TO THESE FACILITIES FOR NECESSARY RE OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES D{11 AVAILABLE S RVEYS AND RECORD, ANTHEREFORE, THEIR LOCATIONS MUST CONSDEE1 MUMBLE iliEE MAYBE OTHERS THEEXSTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. R S THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ;R ET LOCATIONS MND TO AVOID DAMAGE THERETO. NO CLAW FOR ADDITIONAL COM1PENSATION WILL BE&LOWED TO THE CO ' RCtltl::',', ENCE DELAY CAUSED BY SUCH WORK. 10V' A CITY, IMMA THE CONTRACTOR 2 REQUIRED TO UTILIZE THE UTLITY ONE-C&L SERVICE AT 880.292-8989 AT LEAST 48 HOURS PRIOR TO EXCANAITING ANYWHERE ON THE PROJECT. 2, THE CONTRACTOR SHALL NOTIFY THE CRY OF OWACRYAND McCLRE ENGINEERING AT LEAST ONE WEEK PRIOR TO CONSTRUCTION 3, THE CONTRACTOR MAY BE REQUIRED AS DIRECTED BY THE ENGINEER OR THE CRY, TO PLACE TEMPORARY WARNING DEVICES AND SAFETY FENCE AT CERTAIN LOCATIONS WHERE REPLACEMENT FEATURES ME NOT INSTALLED THE SAME DAY. THIS WILL BE INCIDENT& TO THE BE ITEMTRAFFC CONTROL. 4, SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTION SO THE PROFILES SHOWN ON THE PLANS AND THE ELEVATIONS SHOWN ON THE INTERSECTION DETALSMEOSTAPJED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS. 5. TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE INTAKES ME LOCATED, THE CONTRACTOR MUST EXERCISE ADDITIONAL CARE WHEN PAVING FULL WIDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE HALF OF THE PAYEeERT AT A TIME OR OTHER METHODS APPROVED BY THE ENGINEER. 6. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY M PAVEMENT OR SIDEWALK HOT TO BE REMOVED THAT ME DAMAGED DUE TO OPERATING HIS EOUPMENT ON THE PAVEMENT OR SIDEWALK T THE CONTRACTOR SHALL BE RESPONSIB R THE COORDINATION OF WORK BETWEEN ALL SUPPLIERS AND SUBCONTRACTORS INVOLVED IN THE PROJECT, INCLUDING STAGING OF TRUCTION DETAILS. 8. THE CONTRACTORS PLY NECESSARY MOISTURE AT NO ADDITIONAL COST TO THE CONSTR UCTION MEAMO HAUL ROADS TO PREVENT THE SPREAD OF DUST. 9. THE CONT OR SHALL CONFINE HIS GRADING OPERATIONS TO WITHIN THE EXISTING RIGHT OF WAY SHOWN ON THE PLANS. 10. MD PROFILE SHEETS INCLUDED IN THE PROJECT ME FOR THE PURPOSE OF&IGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR WORK TO BE PERFORMED UNDER THIS CONTRACT. 11. THE CONTRACTOR IS REQUIRED TO BE FAJALWt WIT - AND COMPLYWITH OSHASTMDARDS. NOTHINGWIRINTHESEPUNSSHALLRELIEVETHE CONTRACTOR OF THIS REQUIREMENT. RESPONSIELE FOR PREPARATION, MAINTENANCE, RECORD KEEPING AND INSPECTION OF THE STORM WATER POLLUTION PREVENTION PLAN. 13. THE C TORTS EXPECTED TO HAVE MATERIALS, EQUIPMENT, MID LABOR AVAILABLE ON A DAAY BASIS TO INSTALL AND MAINTAIN EROSION CONTROL FEATURES HE PROJECT. THIS MAY INVOLVE SEEDING, SILT FENCE, ROCK DRCH CHECKS. FILTER SOCKS, SILT BASINS, OR SILT DINES. 14, THE CONTRACTORS TDISTURS DESIRABLE GRASS AREAS AND DESIRABLE TREES OUTSIDE THE CONSTRUCTION UMTS. THECONTRACTORWLLNOT BE PERMITTED TO PARK OR 5 E VEHCLES AND EOUPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE,PARKINGMDSERVICEAREAS WILL BE SUBJECT TO THE MPROV THE ENGINEER. 15. IN ORDER TO AVOID MY UNNECESSARYSURF REARS OR PREM4TURESP&LING, THE CONTRACTOR S CAUTIONED TO EXERCISE CARE WHEN PERFORI ANYOFTHENECESSARYSAWCUITINGOPERATENS THE PROPOSED PAVEMENTREMOV&. 16, ESTIMATED QUANTITY FOR NEW CONCRETE PAVEMENT INCLUDE INTEGRPL CURB ,&L STREET RETURNS MDSPECWL METS OF REPAIRS TO CONNECTING PAVEMENTS. 1]. THE ROADBED SHALL BE TRIMMED TO WITHIN 0.06 FOOT OF THE FINAL SUBGRADE ATION. TRIMMED MATERIAL SHALL BE PLACED NAWINDROW ON ETHER FORESLOPE FOR USE N EARTH SHOULDER FILL AFTER PAVING. NO PONDNG ATER SHALL BE&LOWED BY THE STORED WTERNLS. TRIMMING MATERIAL SHALL BE INCLUDED IN CLASS 10 EXCAVATION. 18, THE PROPOSED STORM SEWER IMPROVEMENTS SHALL BE R EABONABLY CLEAN PRIOR TO PROJECT AZIOEZZANCE BYTHE CRY, THE CONTRACTOR WILL BE REQUIRED TO CLEM OUT MUD, DEBRIS AND CONCRETE PIECES LEFT IN INTMES OR PIPE FOLLOWING COMPLETCN OF ALLATON. IOWA Cm,IOWA ..." ... e'er Nor Iexmro KHM o BAY Y III % "° 1]40 Linirgar bro sew MEL 1a 630616030 DAVENPORT BLACK STREET OUANTRIES AND MI1L]oD building strong .c-"urai�; Non M1 Ob 71:1 aZ231] RECONSTRUCTION PROTECT REFERENCE NOTES "r °q "` Mpi4 319-626-9000 KRB McC L U RE' far 319-626-9196 ....... C.OS V:\napEs\lµ V:IVMIOVIV\4.`afpn\Pkro\C.ln.Owe NI//3V1/1:13 rM 100.1 01-161 TABULATION OF FILTER SOCK Feb., b EC -201 1s6M 81alim Loudon End StAtim 8Ms Length RaI1�lYA Ls 11+80.00 12+00.00 12+02.00 12+08.00 LEFT RIGHT 250 120 1+43800 12+5200 LEFT _ 25.0 12+50.00 12+5800 RIGHT 120 12+98.00 13+4000 13+50.00 13+1400 13+64.00 13+58.00 LEFT LEFT RIGHT 250 25.0 120 14+0000 14+01.00 RIGHT 120 - - 14+60.00 14+5800 LEFT 25.0 14+60.00 14+58.00 RIGHT 12.0 15+85.00 15+00.00 1600100 15+9800 LEFT RIGHT 25.0 120 18+48.00 18+5400 RIGHT 12.0 10, 17+0700 17+1600 RIGHT -T2-0- 17+14.00 17+3000 LEFT 25.0 17+02.00 1e+4s LD 1]+]1.00 .._11+61 aD RIGHT LEFT 1 a 18+4700 18+5500 R 120 18+]800 19+0200 DIRMAT 370 18+7800 19+0400 LEFT 40.0 19+4300 19+6]. LEFT 38.0 19+4500 1;uimtm RIGHT 31.0 i TCITALj 4M GENERAL NOTES WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EKISTNG ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR S.FORD.ffSS TO THESE FACILITIES FOR NECESSARY RE OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES D{11 AVAILABLE S RVEYS AND RECORD, ANTHEREFORE, THEIR LOCATIONS MUST CONSDEE1 MUMBLE iliEE MAYBE OTHERS THEEXSTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. R S THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ;R ET LOCATIONS MND TO AVOID DAMAGE THERETO. NO CLAW FOR ADDITIONAL COM1PENSATION WILL BE&LOWED TO THE CO ' RCtltl::',', ENCE DELAY CAUSED BY SUCH WORK. 10V' A CITY, IMMA THE CONTRACTOR 2 REQUIRED TO UTILIZE THE UTLITY ONE-C&L SERVICE AT 880.292-8989 AT LEAST 48 HOURS PRIOR TO EXCANAITING ANYWHERE ON THE PROJECT. 2, THE CONTRACTOR SHALL NOTIFY THE CRY OF OWACRYAND McCLRE ENGINEERING AT LEAST ONE WEEK PRIOR TO CONSTRUCTION 3, THE CONTRACTOR MAY BE REQUIRED AS DIRECTED BY THE ENGINEER OR THE CRY, TO PLACE TEMPORARY WARNING DEVICES AND SAFETY FENCE AT CERTAIN LOCATIONS WHERE REPLACEMENT FEATURES ME NOT INSTALLED THE SAME DAY. THIS WILL BE INCIDENT& TO THE BE ITEMTRAFFC CONTROL. 4, SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTION SO THE PROFILES SHOWN ON THE PLANS AND THE ELEVATIONS SHOWN ON THE INTERSECTION DETALSMEOSTAPJED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS. 5. TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE INTAKES ME LOCATED, THE CONTRACTOR MUST EXERCISE ADDITIONAL CARE WHEN PAVING FULL WIDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE HALF OF THE PAYEeERT AT A TIME OR OTHER METHODS APPROVED BY THE ENGINEER. 6. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY M PAVEMENT OR SIDEWALK HOT TO BE REMOVED THAT ME DAMAGED DUE TO OPERATING HIS EOUPMENT ON THE PAVEMENT OR SIDEWALK T THE CONTRACTOR SHALL BE RESPONSIB R THE COORDINATION OF WORK BETWEEN ALL SUPPLIERS AND SUBCONTRACTORS INVOLVED IN THE PROJECT, INCLUDING STAGING OF TRUCTION DETAILS. 8. THE CONTRACTORS PLY NECESSARY MOISTURE AT NO ADDITIONAL COST TO THE CONSTR UCTION MEAMO HAUL ROADS TO PREVENT THE SPREAD OF DUST. 9. THE CONT OR SHALL CONFINE HIS GRADING OPERATIONS TO WITHIN THE EXISTING RIGHT OF WAY SHOWN ON THE PLANS. 10. MD PROFILE SHEETS INCLUDED IN THE PROJECT ME FOR THE PURPOSE OF&IGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR WORK TO BE PERFORMED UNDER THIS CONTRACT. 11. THE CONTRACTOR IS REQUIRED TO BE FAJALWt WIT - AND COMPLYWITH OSHASTMDARDS. NOTHINGWIRINTHESEPUNSSHALLRELIEVETHE CONTRACTOR OF THIS REQUIREMENT. RESPONSIELE FOR PREPARATION, MAINTENANCE, RECORD KEEPING AND INSPECTION OF THE STORM WATER POLLUTION PREVENTION PLAN. 13. THE C TORTS EXPECTED TO HAVE MATERIALS, EQUIPMENT, MID LABOR AVAILABLE ON A DAAY BASIS TO INSTALL AND MAINTAIN EROSION CONTROL FEATURES HE PROJECT. THIS MAY INVOLVE SEEDING, SILT FENCE, ROCK DRCH CHECKS. FILTER SOCKS, SILT BASINS, OR SILT DINES. 14, THE CONTRACTORS TDISTURS DESIRABLE GRASS AREAS AND DESIRABLE TREES OUTSIDE THE CONSTRUCTION UMTS. THECONTRACTORWLLNOT BE PERMITTED TO PARK OR 5 E VEHCLES AND EOUPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE,PARKINGMDSERVICEAREAS WILL BE SUBJECT TO THE MPROV THE ENGINEER. 15. IN ORDER TO AVOID MY UNNECESSARYSURF REARS OR PREM4TURESP&LING, THE CONTRACTOR S CAUTIONED TO EXERCISE CARE WHEN PERFORI ANYOFTHENECESSARYSAWCUITINGOPERATENS THE PROPOSED PAVEMENTREMOV&. 16, ESTIMATED QUANTITY FOR NEW CONCRETE PAVEMENT INCLUDE INTEGRPL CURB ,&L STREET RETURNS MDSPECWL METS OF REPAIRS TO CONNECTING PAVEMENTS. 1]. THE ROADBED SHALL BE TRIMMED TO WITHIN 0.06 FOOT OF THE FINAL SUBGRADE ATION. TRIMMED MATERIAL SHALL BE PLACED NAWINDROW ON ETHER FORESLOPE FOR USE N EARTH SHOULDER FILL AFTER PAVING. NO PONDNG ATER SHALL BE&LOWED BY THE STORED WTERNLS. TRIMMING MATERIAL SHALL BE INCLUDED IN CLASS 10 EXCAVATION. 18, THE PROPOSED STORM SEWER IMPROVEMENTS SHALL BE R EABONABLY CLEAN PRIOR TO PROJECT AZIOEZZANCE BYTHE CRY, THE CONTRACTOR WILL BE REQUIRED TO CLEM OUT MUD, DEBRIS AND CONCRETE PIECES LEFT IN INTMES OR PIPE FOLLOWING COMPLETCN OF ALLATON. IOWA Cm,IOWA ..." ... e'er Nor Iexmro KHM o BAY Y III % "° 1]40 Linirgar bro sew MEL 1a 630616030 DAVENPORT BLACK STREET OUANTRIES AND MI1L]oD building strong .c-"urai�; Non M1 Ob 71:1 aZ231] RECONSTRUCTION PROTECT REFERENCE NOTES "r °q "` Mpi4 319-626-9000 KRB McC L U RE' far 319-626-9196 ....... C.OS V:\napEs\lµ V:IVMIOVIV\4.`afpn\Pkro\C.ln.Owe NI//3V1/1:13 rM O:Wmi*,iVAC 030616030\0.agn\Mn+ID.OI d1 5/MD119'.16AM JOHN R. IMIEDAVENPORTSTREETWC. - PRESTIGE PROPERTIES IN LLC RUMMEUI j JOHN R. 130E.MVENPo28101 - RUMMELHMTJR. PMCEL TOB IDIO]81010 AINE.0.4VENPo28100 PMGFL IDi1piWB1W9 400 N. LLMdI ST. 112 I 11]ECAVENPORTST. OEEDBIC5004PG: 140 OEEDBIE5Gt5PG:37 p 13 15 30 PMCEL61%11010281013 DEED BK 1055 PG 425 EDAVENPORTST. 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TEMPORARY CONSTRUCTION EASEMENT LU a W W o< y O F�IA R/W"�/W—m� mem R W m —R� —R/9+ —R/W —R/W— R/ TAW V U ,; IIE�' p L] s z Gwwlan eEi/.sGXpRm RlnrwusE mw / ]?B X.OJNlGH9i. / 1], E.W,,ENgWIHI. /. PMLFI.wEllO, j 100'R.O.W. Ixmacmxm PMCEi IGX]G,9n,am prapeXamvcn NMGIY.®Ifu X]AEBLIL / 18BIYMMpt uG IM WYKLLp ...'JIs. YGEM49LGrtS 3OE MVBItlrt8E TAEGYBFVerHL. 4f E N.VpgTrEL' / P.tIBpE10f0�T0 IHBIMWEpB ue GP�E4mKR] LEFD YuO�e}Il�lt pEE BK7b1'N m°: ' H010x uHlsnlftTllC. L®���� ],OEINVBiVRIA I L-A mA,IHnw AI IRAn.adB STAts°we mAt's.m.EB N RTH —R/w— R/w 'W LT —X9+ IFdP LT =X/w— /w—am LT—tldl'LT11LTd16� i T L IC SCALE c WILO.W. 10+00 17+00 E. DAVENPORT STREET 1e+ao 80 Row. 19+00 r F LU p mAt RT 'NuIrm JR `AUWRTxlw v mAtT.ods n G o o icy n.Brm �R /W udP RT dLwm W y � —R/W —R/W " —P/W —R/W —R/W —R/W— R/ "R/W— —P/w— � —R/W mAmu mA� In D s / z Z y]IyC ER)LLL M4' FPXLpO°.PLW I.ST XIFEPMIXE ]AXpll&NYIE3f ]11 E.6]VEW]pi4f 316MVEIFVRi ST. ]n E, IDNIFpFi3! 93 ELID. IBf. iMCEL0x I01yffiy) P.NI£L0P I010$E%q PnX0 sK s27 111 NS£L Ipe X01036 PNiL BIC .1 IxEppRanaoGz9e n<="x sm vG:zv ceEG aK-sn w m pEEGex. n�G 9+.,a oEEGae Xpn IOWAOIY,IOWA OHM BAV' CLEC ]OB s306t 6030 'II%^ ,T9+ DAVENPORT BRICK STREET RIGHT-OF-WAY,„„. building strong romnunlr, Nunn L bM.I.53319 rrIBL 3B,T 3199-626-905 RECONSTRUCTION PROJECT AND EASEMENTS KRB MSC L U RE" kX3,9-636- .. wb�,.. �.�,..o_�"�Xw..�,.:a �;.'--X 11.01 ENGINEERINGC- N0616MMD.]ynl m,1101Ewp J,17n0T73A5 PM TRAFFIC CONTROL & STAGING NOTES 1. CONSTRUCTION ACTIVITY IN THE AREA WILL DISRUPT TRAFFIC ON DAVENPORT STREET, CLINTON STREET, DUBUQUE STREET AND LINN STREET. THEREFORE, IT IS ADVISABLE TO ADOPT A SEQUENCE OF CONSTRUCTION THAT DIRECTS ACTIVITIES IN AN ORDERLY MANNER TO MAINTAIN TRAFFIC PATTERNS AS MUCH AS POSSIBLE. SEE PHASING NOTES ON PAGE J.02 FOR REQUIRED PROJECT PHASING AND STAGING. CONTRACTOR MAY SUBMIT AN ALTERNATE PLAN FOR ACTIVITIES IF ALTERNATE PLAN PROVIDES A MEANS TO REDUCE IMPACT AND DELAY TO DUBUQUE STREET, LINN STREET AND PEDESTRIAN ACCESS. IOWA CITY ENGINEERING WILL REVIEW ALTERNATE PLAN AND WILL MAKE FINAL DECISION ON ACCEPTANCE. 2. IT IS NOT THE INTENT TO CONFINE THE CONTRACTOR'S ACTIVITIES TO THE AREAS OF SUGGESTED STAGES ALONE. IT IS UNDERSTOOD THAT SOME OF THE VARIOUS STEPS, THOUGH LISTED IN ALPHANUMERICAL ORDER, MAY OCCUR SIMULTANEOUSLY. THE CONTRACTOR MAY CONDUCT SEVERAL OPERATIONS CONCURRENTLY, PROVIDED THAT TRAFFIC IS MAINTAINED AND APPROVAL HAS BEEN GIVEN BY THE ENGINEER. 3. THE CONTRACTOR IS REQUIRED TO COORDINATE THEIR ACTIVITIES WITH ANY PUBLIC OR PRIVATE PROJECTS IN THE AREA. 4. THE CONTRACTOR IS REQUIRED TO COORDINATE THEIR ACTIVITIES WITH THE LOCAL TRASH AND RECYCLING PICK4JP SERVICE AND THE US POSTAL SERVICE TO MAINTAIN THEIR ESSENTIAL OPERATIONS DURING CONSTRUCTION. S. ALL PROPERTY OWNERS AFFECTED BY CONSTRUCTION WILL BE ALLOWED ACCESS TO THEIR PROPERTY AT ALL TIMES. THE CONTRACTOR IS TO COORDINATE WITH THE PROPERTY OWNERS REGARDING ACCESS TO THEIR PROPERTY. ALL MATERIALS NEEDED TO ALLOW PROPER ACCESS WITH BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL. THE USE OF TUBULAR MARKERS ANDIOR DRUMS WITH REFLECTIVE PANELS TO DELINEATE WORK AREAS, ALONG WITH ORANGE SAFETY FENCE, IS ADVISED WHERE NECESSARY TO MAINTAIN SAFETY. S. COORDINATE WITH THE CITY OF IOWA CITY A MINIMUM OF TWO (2) WEEKS PRIOR TO CHANGE IN TRAFFIC PATTERNS. 7. TEMPORARY EASEMENTS AND/OR ROW IS AVAILABLE AND ADJACENT TO THE PROJECT FOR STAGING All STORAGE, BUT MUST BE RESTORED TO THE PREVIOUS CONDITION, SPECIFIC DIRECTION WILL BE GIVEN DURING THE PRE -CONSTRUCTION MEETING. S. ONLY MAJOR PHASES OF CONSTRUCTION ARE SHOWN IN THE STAGING AND TRAFFIC CONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DETAILED TRAFFIC CONTROL PLANS FOR ANY OTHER STAGES THAT MAY BE REQUIRED. CHANGES TO THE PHASING PLAN MUST BE APPROVED BY THE ENGINEER, 9. TRAFFIC CONTROL ON THIS PROJECT SHALL BE IN ACCORDANCE WITH SPECIFIC LAYOUTS SHOWN ON THESE PLANS. TRAFFIC CONTROL DEMCES, PROCEDURES, AND LAYOUTS SHALL BE PER THE IOWA DOT STANDARD ROAD PLANS. 10. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR. 11. THE REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. 12. THE CONTRACTOR SHALL COVER ALL CONFLICTING EXISTING SIGNS. 13. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN SIDEWALK CLOSURE SIGNS AS SHOWN. CONTRACTOR SHALL PERFORM THIS WORK AS APPLICABLE THROUGHOUT ALL PHASES OF CONSTRUCTION 14. CONTRACTOR SHALL SETUP ALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THESE PLANS AND APPLICABLE STANDARD ROAD PLANS PRIOR TO COMMENCEMENT OF WORK ACTIVITIES. PROJECT ENGINEER: �BAV KURT MESTER OFFICE (319) 626-9090 MCCLURE ENGINEERING COMPANY FAX (319) 626-9095 1740 LININGER LANE CELL (309) 530.9116 NORTH LIBERTY, IA 52317 WQ s 4Ci4C TYPE TYPE A ROAD CLOSURE 2011 APR I TRAFFIC CONTROL SIGNING �BAV LANE ENDS <*> RI041T LANE�IRCL09EDR AXEAD ®' W4 -2R 4C.4C W9d1. 40•.-98• ml0.) 4Y.4C WQ s 4Ci4C "-I 3Y.36" O O O O O I / II/ CL08ED ROAD TO ROAD WORK > THRU TRAFFIC MfC lOB/30616030 i' i U-2 36•x36• RII-2 4Ca30• Ill 6V •30' W0.2 40'v2I• ARROW BOARD © O O O 10 i0 /0 e x % ORANGE PLASTIC SAFETY FENCE 12 CHANNELIZER 13 RECONSTRUCTION PROJECT RAN AND DETAILS TYPE III BARRICADE l KRB M C L U R E'" -r.,-... _.......... v,Bn, mnava. ............ -- �BAV IOWA em, IOWA ''`N-1 / ao.mc :nenro KHM I / II/ 174D uni7-4n DAVENPORT BRICK STREET TEMPORARY TRAFFIC CONTROL ^�a,,,.e.,��..�zc.m,,.,....,...,e,u�.,..wa.,biasn..n.,.,ea�.�..n�e,...,. o-,. n...,. mu..—n.,, MfC lOB/30616030 HorIM1 Li61M. lore 52317 •� s�w�v I oeum nmwoRno. ARAIL201] building strong :ommunitl<> 319-626-9W0 RECONSTRUCTION PROJECT RAN AND DETAILS I KRB M C L U R E'" b.31 s -626 -sous ` -r.,-... _.......... v,Bn, mnava. ............ -- 1 -44444-4 i �. k s t •: 'S' 11. .i � V q1��. �. � � O N 101 � aMrxN: aeA� _ NOT E 11.f ..rxaRr -p�� ppD FAW-HILO STREET -� PPJRCHN.o� '�'' 9r! 0iNAea bp A4Wff: %YOUT S _'d►evr`�s`^'k NAGE 1 w, 1 i t' STAGE 2 STAGE 3 w �' >� •, w „ Z _ 6 1e imp...- 'm aLL.e.. y �,; �. a. .O® PHASING NOTES: i 1 y p • STAGES 1, 2 & 3 ARE BROKEN INTO PHASES. PHASE to CAN NOT _ �..,; til G _ + OCCUR SIMULTANEOUSLY WITH PHASE 2A.STAGE 3 CAN NOT OCCUR SIMULTANEOUSLY WITH PHASE 2C. ��:-' !_ t'� I4� ;,wI �{� • STAGE 1: PHASES 1A SHALL BE COMPLETED AS A PRIORITY FOR PHASE 1 AND PRIOR TO THE START OF CURB AND ROADBED WORK - a • 1 1 ! j FOR PHASE 1B. STAGE 1 INCLUDES THE REMOVAL, GRADING, BRICK STAGE 2 - STAGE 1 _ PAVING, SIDEWALK, DRIVEWAY AND STORM SEWER BETWEEN DUBUQUE STREET AND THE INTERSECTION OF DAVENPORT STREET _ AND LINN STREET. N 9 • STAGE 2: PHASE 2A SHALL BE COMPLETED AS A PRIORITY FOR PHASE 2 AND PRIOR TO THE START OF CURB AND ROADBED WORK FOR STAGE 2B. STAGE 2 INCLUDES THE REMOVAL, GRADING, WATER MAIN, WATER SERVICE, BRICK PAVING, SIDEWALK, DRIVEWAY AND STORM SEWER BETWEEN CLINTON STREET AND 1C DUBUQUE STREET. �` • ALL PHASE 3 WORK, CLOSURE SETUP AND TAKEDOWN SHALL TAKE PLACE BETWEEN JULY 11, 2017 AND JULY 28, 2017. WORK PRIOR TO d...r._.. '' JULY 11 AND AFTER JULY 28 IS PROHIBITED DUE TO OPERATIONS 1 AND ACCESS IMPACTS FOR THE UNIVERSITY OF IOWA. CONTRACTOR SHALL COORDINATE PHASE 3 WORK WITH THE w CONTRACTOR FOR THE CURRIER HALL RENOVATION PROJECT. STAGE 3 INCLUDES THE REMOVAL, GRADING, AND PAVING WEST OF m CLINTON STREET. arMo0le,. � iY6gye,F.. Z door 46 O j O:V,o1MNAC_030616020N•11RnVbmV.02.dr 407=173:"PM E. BLOOMINGTON STREET E. BLOOMINGTON STREET - eBAVn IOWACnY.IOWA envous aelro. KHM IIII verbre DAVENPORT BRICK STREET TEMPORARY TRAFFIC CONTROL meN.l�wMwrvwr,mnro'�..IN✓slmmlw.roMe.vonw. MECJOB/3C61f010 �.n61962 levosz319 _ �KRBE, nm loaxv0 APBL20,9 building strong McCLURF e 9 RECONSTRUCFION PROJER PLAN AND DETAILS wm nN°mri.n.aw�.�� h..Min enim,•Incwwn ,a •wwwlec Cnm J.02 .319-6-9.0 k„319-636. °°.. nra-+mm�om,a. wu. w'.+ww°o°m- m� � ENGINEERING Cv. O:V,o1MNAC_030616020N•11RnVbmV.02.dr 407=173:"PM SIGN LEGEND STAGE I W • SIGN ',tq, - OV3HV 1 OV3HV r n ' IazM avoH NE10130 er .Br NHOM a • TYPE III BARRICADE J • M lip J �- - +.'94 �. p� y�yyt�(�� ORANGE PIASTC i� _ �� _ "c' V �` y4 }/ SAFETY FENCE Q 1Q- i p�-P GRAPHIC SCALE )IHOmaV3HV W LU h- "- IA ►. L.a cNANNELI2ER NORTH }}) ARRGWBDARD Gvoa anolaa ° name OETGGRRCUTE FAIRCHILD STREET F .� FAIRCHILD STREET ■ �'� NOTES:t.DETOUR 1. ACCESS TO ALL RESIDENCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION 1';"is'd ••,.� F.q_,•gr— ITT , PROCESSTHROUGH PHASING ANDALLEY ACCESS. �,...� V� MIZT, 2. CONTggCTOR SHALL FOLLOW ALL STAGING AND PHASING NOTES TO MINIE TRAFFIC IMPACTS }, ON CLAYTON, WBWUE AND LNN STREETS.3GYiINNtlB mru , - w ff .SY zA' '.' ..f jar Of 01"VINI W DBN1 O1 z _� ,vv !_� j b' 0390100vou �_ w �. •� j /�� / - -i m :. "• t3Ti INS, m y END .z I.. 3gv01amYe J Y'a ROAD WORK i �� i • c i STAGE 1 ANTICIPATED ORDER OF OPERATIONS: • + ANN REMOVALS K. _ _1 all ..Ir -1, • INSTALL STORM SEWER, WATER MAIN, AND GRADING IN PHASE iB AND TC CLOSURES • A'l••Y04M 3 ., --A • R 039010 OrOB W • INSTALL STORM SEWER ,GRADING, AND PAVING IN PHASE 1A CLOSURE � R � _ N 0 p 0 O = REOPEN PHASE 7A LANE CLOSURE TO TRAFFIC i • i�� f I��, 3 G • I • PCC PAVING, SIDEWALK, DRIVEWAY AND BRICK RECONSTRUCTION IN PHASE 16 AND IC CLOSURE OO.._J E. DAVENPORT STREET m ¢ 1 U 0,:. 1 illi , E. DAVENPORT STREET • I E. DAVENPORT STREET O u OI -i ` �u�i e I s ._ of £ m O O • x. m : ROAD CLOSED C O i It J _ W • I. ��" TYPE III S ' BARRICADEILI r vPiuYS. �. Q -cI ROAD CLOSEDI Z _. ZZOZO i •�. Q U TRAFFIC_ O Z 1 ON3 T yr` Bill '+�_.. ` • 4 x ¢. ..� BARRICADE 1Zw OW E. BLOOMINGTON STREET E. BLOOMINGTON STREET _ ■ 0 M M 0 0 M I E. BLOOMINGTON STREET M T _ Aw F RIG ROAD LANE WORK i1 DER _ m �• 1 m CLO.L .. .. _ ..: .+" i�NEAG AHEAD 1 C : 11 ✓� m40 4 ' .. ^ lu j - &. _ V...i • V 1 wa.1 w]D.s W20 -t NB•. RB• 18'.♦s' RS•.W' w 1` rt „}Iti•, 4 J e i i. IOWACITY,IOWA KHM BAY IIT �+•� 1TAO unI„9e. e,n DAVENPORT BRICK STREET TEMPORARY TRAFFIC CONTROL �••nm `"°"'^...•C°"°'" ',`I.,n MEC JOB #3 m.. _ building siren N9ne uB•NY.my ." .�. APRIL 2012 C 8 B 319-6369090 RECONSTRUCTION PROJECT PLAIN AND DETAILS KR' x• M CLURE" b. 319-626-9095 J03 ENGINEERING CO IMaVK OJ06160]0\C•fgnVMnaU 0.TEw9 //1 ]1t 01 / ]:�/ vM #, �• r 7 ' A T r g 'A .Bt •.Bt At•At� rOLm / ' s-aLm OV3HV 'uav H11 NHOM aasoTn SIGN LEGEND STAGE 2 N SIGN TYPE III BARWCAOE - OMNGE PUSTI6 j A ( y■ ,r [I �'S � ' - .�� r 3FFETY FENCE sGRAPHIC _ rte, yy. R - a • CHANNEL vco NORTH T o •� .• �� - }}} ARROW BOMO ryG P va 18 �{� S' S� STAGE 2 ANTICIPATED ORDER OF OPERATIONS �V • v • FAIRCHILD STREET y , LU1 FAIRCHILD STREET ■��■ DEroua sane V ...z, �T rn q rc°" • REMOVALS �,�S. x,T.N -•' _ ' -+ ..x- _�A • INSTALL WATER MAIN AND GRADING IN PHASE 26 CLOSURE Y ?r ` ?� NOTES: �' i • INSTALL WATER MAIN CONNECTION, PAVING AND STORM SEWER IN PHASE 2A CLOSURE ,._ sT.� t $ ,. ACCESS To ALL RESIDENCES SHALL BEIMIgqitAC o[TJ��dudNour-Y�,EEt.I�NE coNsmucnoN • INSTALL WATER MAIN CONNECTION AND PAVING IN PHASE 2C CLOSURE - -•^�' _ PR. Ss THROUGH PHASING AND ALLE* AbLEss. +F 1 IF } `-'- 3. CONTRACTOR SMALL FOl1AW ALL STAGING AND PHASING NOTES TO MINIMIZE TRAFFIC IMPACTS • INSTALL WATER SERVICE CONNECTIONS AND TESTING IN PHASE 2B CLOSURE _ 'T i J ON CLINTON DUBUQUE AND UNN STREETS. IF • PCC PAVING, SIDEWALK, DRIVEWAY AND BRICK RECONSTRUCTION IN PHASE 2B CLOSURE ' r_r ZERO, END ROAD WORK o-2 WW W G3 4r.x4• _ . -r. i z ri fL ' " 7 40 END 7 t z • ROAD WORK z �e 49'•24' •016 1 I JV t4 ' Nr + ��•yrn , W $iF • CIO LU s n m (. o = o am E. DAVENPORT STREET w u E. DAVENPORT STREET i I , C , �•.�_ IInR ,0 e • K•.91 • W �,. 1. 4 e` UU L-OL9 UU y y �L HtlOM OtlOtl H A l z z _ aer! .. , _ m 36- 36 SIN• M J 7 YR - L6 R3.1 OMIR 2 36'436' 2 - c Nmmaimm,; A > «< E. BLOOMINGTON STREET �. (RIGHT LANE WORK ROAID'\�' . CLO AHEAD AHEAD , a /' e W 'x ' V z IS e� N { l� mEC lOB 6306, 6020 +u Q _ nen ewaro. MRIE2a7 strong _. MCC L U RE" RECONSTRUCTION PROJECT PLAN AND DETAILS omen zb�� dn..m - :w+�..�aa Q KRBer b+3,9b26.9(195 .319 26- z ENGINEERING Ca. (. o = o am E. DAVENPORT STREET w u E. DAVENPORT STREET i I , C , �•.�_ IInR ,0 e • K•.91 • W �,. 1. 4 e` UU L-OL9 UU y y �L HtlOM OtlOtl H A l z z _ aer! .. , _ m 36- 36 SIN• M J 7 YR - L6 R3.1 OMIR 2 36'436' 2 - c Nmmaimm,; A > «< E. BLOOMINGTON STREET �. (RIGHT LANE WORK ROAID'\�' . CLO AHEAD AHEAD , a O• f", vs E. BLOOMINGTON STREETE. BLOOMINGTON STREETri, OAD 9 / WORK AHEAD .® — • .. AP A r qiq F1 4&,4& 1, IOWACITY Iowa /' e r 'x ' V III% 1740 unii,er lure IS e� Z 2E { l� mEC lOB 6306, 6020 +u O• f", vs E. BLOOMINGTON STREETE. BLOOMINGTON STREETri, OAD 9 / WORK AHEAD .® — • .. AP A r qiq F1 4&,4& 1, IOWACITY Iowa /' KHM &117 III% 1740 unii,er lure DAVENPORT BRICK STREET TEMPORARY TRAFFIC CONTROL mEC lOB 6306, 6020 building Nene ubeM. Imm 52317 _ nen ewaro. MRIE2a7 strong _. MCC L U RE" RECONSTRUCTION PROJECT PLAN AND DETAILS omen zb�� dn..m - :w+�..�aa J.04 KRBer b+3,9b26.9(195 .319 26- p m ,�Ma we. .n m: Bunn rva:: sw:°.°ennv.n. ENGINEERING Ca. - i slcN LEGEND STAGE 3 MN � �E � 4 L TYFEIiIBMwGOF � R ■ N pR Otl3Htl -}' �F. GRAxGEPwncNdoma avoid+Lfg - ! ?s ! SAFE EN E i�F - 4 Jr . <+', • !.� .f' �A • ..i f • CHAXNELISER GRAPHIC SCALE NORTH • _I, _. •+ •• _ AN—LAND �7 n7 .,.•�' FAIRCHILD STREET ,_ F" >1 ml Y�r l\ �� Ali 8.5� FAIRCHILD STREET w.f'• y r -, ., nom;• - RNNR BETOURROCTE FNi »>_ I � f� NOTES - iTYCLEPt -`A -�. JYL M:. " 1. ACCESS TO ALL RESIDENCES SHALL BE WTAIRE� }'�^.�'(����`,`j��.. TRE CONSTRUCTION �• •` .•�tpTAl � CONTRAPROCES3TUROUGHPHASING ANO STAGING AND PHA' i , S i .i 1;• ` OSING ALL STAGING AND PHASING NOTES TO MINIMIZE TRAFFIC IMPACTS - ON CPROCUNTON.OUB000f ANOiINN STREETS. + 1. ON CLU CTOR 9HALLF u s�+ • -I-- — — - - - - - F �,.' Y 4 it U R mr m r f J i s o END ra ,n .-.<. - _ y'� P � ';C I o = . 1 r u , i OAD WORK — i r - z • GRG-J lA 9v s._' IRM 1;•r �' � _ CONTRACTOR SHALL CONSTRUCT . •�d�{ - / ' ` '� i " t r - �- • �-.. -�-X _ f• SIGEWALx ARGRAMPB TO ALLOWFGR-�. . .: �. P �"�EY • r.i� f , _� L- ' ROUTINE TRAFFIC TO BE UNIMPEDED NN.r I x E. DAVENPORT STREET E. DAVENPORT STREET E. DAVENPORT STREET lot - =00 , ILI ®�" W L'OL9 'of F �T - W AAB r N .>. 311:10maroN w _ n 40 F U U 0 T 1011110P z 2 :�... . ^ E. BLOOMINGTON STREET E. BLOOMINGTON STREET F BLOOMINGTON STREET T- ROAD � i Z` . - - - Ea•, t �/ r% _ WORK • .. .,.T �, i F.1711 1, AHEAD `..,__ _�^ _ �j PF r -K H- EC JOCII"1602 1740 unix wbM DAVENPORT BRICK STREET TEMPORARY TRAFFIC CONTROL ro,ee sxmro KHM nBAV III✓•w,..w•..w�....+...n.e.,.e...vn.+i..wn•vwM..•.a.n.r,. w.. i. n,.. m.. n... MEC JOB /30616090 ✓ N.rFui•uautlxi..er•War.. •.rmw. dw vmw�v.cem•n.mn,wm m...w>u.+irw�� building strong _ _ wnN 19.62 w.<szllT • .....,.A,.rr.� d..„•r„m.,r.w,....,. AMRL 9017 M C URC • 9 g ' 319-66- RECONSTRUCTION PROJECT PWJ AND DETA 15 KRB rmmno L URE- b.119di6-9095wren w.m.nm�n.+�•+r r�.w.-�wu.�s.+�iwr-vr.� •�ra�'.e�.��n �'� J•05 rR9NC,VAC_030616m0109i9nVbnV.06.dwp 4P7/J0173A99M PIACE DRECTABIE PEDESTRIAN BAARIGDE IMAGE T°e'E PE0E51RM ^0E PEDESTRIAN STAGING - STAGE 1 WRRSKRRATOUBWUESTREET WRH SIGNATLINNSTtEET 1. FAIRCHILD STREET FAIRCHILD STREET q„ �x "i1 sl ]19 0 f6 o tM ________ ________ I IIQ A _ ... R9-I1IRI jR911IO R9-1I to ro„ ,. GRAPHIC SCALE . I P IFF i NORTH a . I 10 �;ii fl' ?011r §�N LEGEND CtG ^p DETECTABLE PEDESTRIAN r ' anF"`". e .w'R r1 ~ _ _�f►ir.�'nr. .9!..BARRICADE - TYPE III BARRICADE W r WORK AREA 1- .,1. ? I 81DEWALK CLOSED loom e 'x I CROSS HERE R9-11 L I.1 R9-11 IRI .r 1R" a • 24'x13' L . L ••'_ 1 I R9.9 R R9-9 R9.9 PLACE DETECTPBLE PEDE5IRIFN BARRCADE A WnH SIGN AT GxBER B REE SIDEWALK CLOSED R9 9 t I CROSS HERE E. DAVENPORT STREET ! E. DAVENPORT STREET E. 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DETECTABLE PEDESTRIAN BARRICADES SHALL BE PER MUTCD REQUIREMENTS, WITH A BOTTOM SURFACE NOT MORE THAN 21NCHES ABOVE GROUND SURFACE, AND A TOP SURFACE NOT LESS THAN 32 INCHES ABOVE GROUND SURFACE. 1111-4 3. THE TRAFFIC CONTROL PLAN SHALL BE ADJUSTED AS NEEDED BASED ON CHANGES TO THE CONSTRUCTION LIMITS. 60' x 30' ez�r ourme IOWA COY, IOWA ttnsrws 'RI\ �yq m 'alm o-w..n sew. KHM BAV 11'x^ 1)40 UlogOr bre DAVENPORT BRICK STREET TEMPORARY TRAFFIC CONTROL MEC JOB 1]0616020 Imre 5231) IIUiIdin9strong comm unh.'s Noah Li9.62 RECONSTRUCTION PROJECT PLAN AND DUALS J.OG nmuuxa APRL 3017 319636-9090 V Co..,KB- MCC E URE" ..1319-626-%95 ..m.-�..m���+Musr..e... now.a.,m...,. ..m..mmm'mrvm,,..crm.eq.....rc w..wn ~~ ENGINEERING Co. O:\ProIMaVAC 0]C616030\0.s'gnVbnV.06.dwp 4/1)RO1)3:491% z .. "BET RACE DETECTABLE PEDESTRIAN 6VHI NTISIGNATCLINIGNSTREET 1. ALL TRAFFIC CONTROL INSTALLATIONS SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 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DAVENPORT STREET _ +Bv ITT +m "e a _ 1 ss_ Iu aP _ ur_ _ _ a ....___- a _Bo- ns _ P ' LI LA ISCLI L1 LI LA LI LA Lf C C C LI 4 11T m § § 1!% 110 !B 3< I50 IAY SP iSY 150 0.P 1>P f0.P isA ixP 16P 1S0 ifP If.P RS 12r 13P t!S b 1LO f&P 1c F § — eav L1 "�_ Ll ny Lt�a LI ny 11Lam_ °—' f� LI n_x 41n 4l Lt .aM L1 �y,, 6 C L C J o a ♦ rl'. 41 ".w v y eccx.ttxm _ 4 1 Lf { �C a - § W � BP L rb NC W Y e _ 3 Pama IOwACIT/,I ...'^"' 111 1JMLIn ,Wa DAVENPORT BRICK STREET INTERSECTION GEOMETRIC, I:.,.a:ely PMwx• ..�,..eM KHM HAV MK lOB i3061M20 _ building strong RECONSTRUCTIONPROIECi STM(INGAND JOINTING L.03 MSC L U R E �-°°°��°A- =elowu=a OWL2017 319636-9090 Bn ba 319.626-9095 >b u + o- :,:... m:..'..xemx. a�e,�.��Aeaan.�,. ENGINEERr'. nne.�._�.,iar nanaaammr�..�_,e��ni na a...../1 rr,IliJ ]5] PM � n N. DUBUQUE STREET `Pag D'B E v �ro 'e o B N. CLINTON STREET � El 4 � n =n — nm ° , m 0 0 m Im a I< m D 9 a a y N _ � m y i} age I gi ID m z a z o <O = z i c � � m O � � v O n i y x � - m i Z n n n � O Z 2 j e O m I z n O � I f AA - i Ru% 1.i �``� ; 69 0� \� >_ ..dam °' g��illGd��a N REfiT z I �,. B as ?o: QD?B e'f' %, 01 ggaS B ! _ B1 vJ J l9 l g9 F la � dao a 55 N. DUBUQUE STREET o J r A � n r O VmiMaVAC m061602010esgnlNonVA.Ol.dy 5(IR0129'.26 AM LONGITUDINAL SUBDRAIN AND CONNECTIONS Loutlon 3o8dwln SuhBwln End SabOraln End Llne NO' Rwtl Nerre station In Stetlm 81tle OepN zhae Size Inches Lan9th Feat BMbn Slxa Iwhee tlon a es Type SLLt E. Dawn 51. STORM SEWER 14+64.05 Night q2 6 351 11+30)) MOD°so n SW -509 SLL2 Bid 4vn For SW -545 SL 11x3850 1N80.86 Leh 92 6 319 11+30.50 8 BI.BS iµ7 • 12+04.12RiM INTAKES AND UTILRY ACCESSES 6 21 12+04.12 8 PIPE +01.12 U DrainSW ' E.DemonSL12N250R'42 r 6 2112+42508 Dwipl L¢n9m, Slope, ens Flaxliwa ere wl<ulaied from inabawell m Inside wall ¢Ione CL Nvipa. Pn adtlNmalB h 1en91h is etldM ro Desp^ Len9M m exauMfa eaiynatetl Rm91h ro centers ewctuwa. C 7'L N r E. Dawn$t No. Location Bunion and 0Ram `Type or SmndanlRwtl Plan Rim Elea. Nolen 11tebJ Pipe Nu�Mr UBRy Acceca No. Cleu'D' Dbmetr Fmm To W Bid' LeIgN FT Deagn Leigh Slope% FT hIM EbveBon Flav Lines Outlet Ele9atlan Pipe PrONa Omer Shoat No ElevaSon Notes f� SW-50]SUS 1" E. DavanSL15«T0)002 8 300 15+)0.696+]154SW-50]SLL] E. DawnSL 3 1)+22,30 1]+22.60 eft u EWtln 8trupuns: For ln/orlrROon 0n 1]+Y1.80 fi Ez411 P wlMonMbn On CowNctbnSLLO E. DevonSL18+96.18/2 O 8+50.46 3-201 15N1.21 40.]6'LT SW5/1 892.51 5-202 15N8.81 45.95'RT SW -509 693.56 P -20T P-200 21 Total LF 1,3T3 800.06 M01 Sea Nole2 Ul PJ01 PJ02 15 881.85 M00 Sea Nob2 Propoeatl 8trucbne: Pro d Pl 8-101 1H60.05 28.92- LT 3WJ61, 48" 699.38 Bae NOlei P-101 5101 5102 20000 15 14 0 -1.50 BBB.d5 809.57 M02 5-102 5-103 id+fi0.05 14+88.85 15.51 LT 15.5'0.T SW'-" SW -509 See Nde2 P-102 5102 5103 20000 15. P-103 5109 P-109 20000 15 3) 22 31 -1.00 /8 -1.00 689.04 808.)0 fi8936 868.94 M02 M02 See Nma2 P-201 5201 S203 ZOOOD ?/ 35 ZB -3.32 886.32 88].2] M02 P-202 5202 520.9 2000D 21 B3 57 -1.83 680.92 60'].29 MOZ Sea Nole2 5203 15+51.78 1).00'LT SWJOt, BO" 692.02 P-203 SZ03 5-201 20000 29 323 317 -1.35 681.69 606.12 M03 5204 10x]3.51 15.60'LT SW50] P-204 5209 5205 20000 24 92 28 -1.50 681.35 801.71 M03 5205 19+63.80 1].00'LT SWJ01, 60" 808.02 P-205 SAS 5206 2000D 24 8/ 66 -1.50 680.28 881.15 M04 5-206 19+03.30 95.1T RT SWSN See Nda2 P-206 5208 P-207 2000D 24 1/ 8 -1.50 880.08 880.10 M04 5901 18+T6.54 15.60 RT SW -SOI P-901 5301 5204 20000 15 97 31 -1.50 88259 683.05 M04 6COn31dLY¢E IIICIdM101. SJOt 19+05.30 /T.00'LT SW -50) 2. Canbxmrm RNtl PJ02 PJ01 Sd01 2000D 15 14 8 -1.50 881.73 881.85 M04 See Nole2 P403 SJ01 5205 2000D 15 31 25 -1.50 601.25 081.83 M04 3501 18+01.82 1]9.09' LT SWSOT Bea Shae1 M05 Nobe: 1. C011na¢6JnmeM811n Sroml BeNef pipe or structure rd KNM Kin IOWA CST, IOWA BAVw MECJ(M*30616020 ienawrrp. MPJL 201] - �^ 1]10unirger taro I"� Nwa libaM. laza 5231] M°CLURE` building strong communities. 319Jz69090 y319.626.9093 ENGINEERING Co. DAVENPORT BRICK STREET RECONSTRUCTION PROJECT _ STORM SEWER PAN AND PROFILE a• "'°a "� 6itl N°•'a'0i°M••�^�n aw ^' m Nry �4rvwemr^`a°°'^a¢'^ wenao. 'I.01 1V1 O VmiMaVAC m061602010esgnlNonVA.Ol.dy 5(IR0129'.26 AM LONGITUDINAL SUBDRAIN AND CONNECTIONS Loutlon 3o8dwln SuhBwln End SabOraln End Llne NO' Rwtl Nerre station In Stetlm 81tle OepN zhae Size Inches Lan9th Feat BMbn Slxa Iwhee tlon a es Type SLLt E. Dawn 51. 11+38 ]/ 14+64.05 Night q2 6 351 11+30)) 6 +86.85 SW -509 SLL2 E. Dawn SL 11x3850 1N80.86 Leh 92 6 319 11+30.50 8 BI.BS SW-Sa9SW E. DeSvnSL 12+04.12RiM 42 6 21 12+04.12 8 +01.12 U DrainSW E.DemonSL12N250R'42 6 2112+42508 rD.n5pW12+N.12 +42.50 U DreinSI}5 E. Dawn$t 15+70.3942 8 30) 15+]039 3 *>3.56 16- SW-50]SUS E. DavanSL15«T0)002 8 300 15+)0.696+]154SW-50]SLL] E. DawnSL 1)+22,30 1]+22.60 eft u 8 16 1]+Y1.80 fi x2280Sbm CowNctbnSLLO E. DevonSL18+96.18/2 8+50.46 Storm Canractlon Total LF 1,3T3 O VmiMaVAC m061602010esgnlNonVA.Ol.dy 5(IR0129'.26 AM 6COn31dLY¢E IIICIdM101. 2. Canbxmrm RNtl exisii am�m i flux line ekva5ons. O VmiMaVAC m061602010esgnlNonVA.Ol.dy 5(IR0129'.26 AM FILED 1011 APR 18 AN 8: 55 CITY CLERK IOWA CITY, IOWA Eld Been For SW -545 LONGITUDINAL SUBDRAIN AND CONNECTIONS STORM SEWER04-51211 L.ocrtbn SubCrain MOOIFIEO Subdrain End! INTAKES AND UTILITY ACCESSES Subdrain End Una No. Road Nsre station to station 9Me Depth Inches Size IncMa Lsrtptlt Fant 9btlon 54a Inches Type 9btlon Siza Irtchea Type Slli E. Davesport St 11+38.77 14+64.85 Mist 42 6 1 351 11+38.71 6 CleanM 14+84.85 6 SW -509 SLL2 E. Davenport St. 11+38.50 14+84.0 Left 42 Flux Linea Outlet n Other Donation 38.50 6 ClsanM 14+84.85 8 SW -509 SLI -3 E. DavenportSt 12+01.12 1+301.12 R' 42 0.12 6 Doerr 12+04.12 6 Tee 8W E. DavenportSt. 12+42.50 /21250 R' 42 :For In On 2.50 8 Doane 12+42.50 8 Tae SLL5 E. DavenportSt 15+]0.39 18+]3.51 LeM1 42 SW -511 692.51 ]0.39 6 Cleanout 18+]3.54 a SW -M7 SU -8 E. Daren rtSt 15+]0.70 18+7154 R"M 42 X=1WO.W 70.69 6 Cleanout 18+]1.54 8 SW -M7 St17 E. Dawn St 16+58.8 18+56.46 Left 42 56.06 Downs ut 18+56.48 6 Tee P-207 P-208 24 860.06 U04 See Note2 P401 P402 1 681.85 M0 See Note 2 FILED 1011 APR 18 AN 8: 55 CITY CLERK IOWA CITY, IOWA Eld Been For SW -545 STORM SEWER04-51211 MOOIFIEO INTAKES AND UTILITY ACCESSES PIPE ssipn l anplh, Slope, and!FOYdSns ere calculated! from inside wa6 b aside well Bong CL of pica. M atltlitionel6 h h n9N is added to Dee' to account for se5anter matad "th to cof tl e.hcda. No. LaeSon SteSon and Offset 'Typeor Sbntlartl Road Plan Rim Elev. Ndas Line Numosr Feakd KY Access No. To Cksa'D' Pipe Diameter IN Bitl' LenpN FT Daspn Lenpm FT Slope% blet ElewOon Flux Linea Outlet n Other Donation Pili Profile Shah led,Naha ExertingStructures: For lnlorrralon On Existing PI :For In On S-201 15+41.21 46.7V LT SW -511 692.51 5.202 15+48.81 45.95'RT SW -509 693.56 P-207 P-208 24 860.06 U04 See Note2 P401 P402 1 681.85 M0 See Note 2 Proposed Snuclums: Proposed Pl S-101 14+88.85 28 92' LT SW -401, 48' Man See Nob 1 P-101 S10 102 200D 15 14 a -1.50 689.45 689.57 002 S-102 14+88.85 15 5' LT SW -M9 P-102 5-103 20000 15 31 -100 889.0 689.35 UO2 S-103 14+88.85 15 5' RT SW -509 SeeNOB 2 P 5-103 P-10 2000D 15 22 18 -1.00 888.]8 658.0 UO2 See Nob 2 P-201 5.201 S-203 20000 24 35 29 -3.32 686.32 687.77 M02 P-202 5-202 S -2N 3NOD 24 83 57 -1.63 M932 687.24 M02 Sb man S-203 15+51.78 17.00' LT SW4N, 60" 692.02 P-203 5-203 5.204 24MI) 24 323 317 -1.35 mi." 688.12 M03 5-2114 18+73.54 15.59 LT SW -50] P -2N 8-20 5-205 2W OD 24 02 28 -1.50 -881.35 68174 M03 5-205 19+9.80 17.00'LT SWJN,BO° 888.02 P-205 5-205 5-206 +3000 N 84 58 -150 6 601.15 MN 5-206 18+03.30 45.iT RT SW -541 See Nob2 P-208 5306 P-20] 20000 24 14 8 -1.50 B80.N� 680.10 MN 5301 18+73.51 15.50 RT SW -50] P301 5-301 5304 20000 15 37 31 -1.50 68259 .OS MN 5401 19+05.30 47W LT SW -SW P402 P40 5401 2000D 15 14 a -1.50 68173 681.85 MN See Nob2 P403 5.401 5-205 XWD 15 31 25 -1.50 66125 681.63 MN 5301 19+04.82 179M' LT $Zw See SMN RUN Ndas: 1. Connector t0 eastino storms or stNCWA is considerotl incidental. 2. Contractor to field wrtly ng slam pellc,sfirsmhetiora IOWA CRY, IOWA KNM my MEC JOB #306; &X!0 nenrcarw. MRI12017 KRB w 1>40 no us DAVENPORT BRICK STREET STORM SEWER i building strong o' _•_n'i'r',gg N1 ucw'Iowa 5231] RECONSTRUCTION PROJECT PlI AND PROFILE pitl" M c C L U R E" 319-424.9090 Poa319-426-w95 ...,..�„.�.e.� M.01 N. DUBUQUE ET CONTRACTOR SHALL VERIFY EMSTING INVERT ELEVATION AND POUR TYPE PL.2 CONCRETE COLIAR SEE SUDAS I FIG "20 FOR MORE INFORMATION. C D I p CONTRACTOR SHALL INSTALL SEWER PIPE SOPPORT 'I. SEWER CROSSING. SEE SUCAS FIG. 3013.901 FOR AT - NOREIN, THIS SHALL BE CONSIDERED O Lr ' ^yRyPR�' AM NCDENTALTO THE STORM SEWER RID REM f 1+ \ :T LE-RK N CONNECTION TO EXISTING I5"RLPSTORM PIP r HEMAN ISCONSIDEREDIMCDENTL iO THEM N ILI IHSTALtATipl. 100��Q .1 a-1W 34 510] I —/� CONTRACTOR SHALL PROTECT OUSTING s 1 I � INTAKE MILE MAKING PIPE CONNECTION w I CNP SMBORAIN LET m w(G D) wIG) w(G) dPSUSOMMOOTFE WITM MET LCAP. SEE LYDN YETAL CAP. ME I`ula �. • IOIECTNNECISO .4&1O- MIMlFI0.6010.Sn Fpt d MMOM OMIFIO.""3]N. MORE INFORMATION. N' INTAME MILE MAKING PlECOX1ECfpN (WAKE IME MAKING MOUE MFORIIATOX. \ aw ` u � ` \ � a ..�> � Mi N.DUB000E a a� OO----� 0 a 10 SO 9 5 10 20 SCALE v GRAPHIC SCALE V GRAPHIC NORTH NORTH 700 700 F �r FM 99�y.1 J= 695 8 � 695 A J a gg d 3 � aM= 895 C Z '" ? a 695 S � � 690 1 690 696 __ 690 Amt m ��m RCP®yy% P-]0] VUOF2C=PQIAYA _ Pd9t ]1 LFOF iT RCP®1.00!{ -- — - ' _ FLIE3tINT3TN FLIEAI"687.3N1- —_ _- F4O11TIb]9a5 RRNrSIB.01 fNRD VERIFY FIELD VERIFY FLON"19,45 M°IlTl-on.m 685 685 P-101 51/ OP 15-wa 1. FLRNM919.]] FILOVr)-MM P-10 I5LFOFITRCP f$t0°% F ONhw.a FLIElIMED0N- - 0.1D�lWnN. FlEMLO VENFY M1Ete1Y'12 685 P-1W 2]LF OF 15-RLP 6.1.m%IE]ISTING) 685 e e� 680 680 .100+00 200+00 201+00 IOWA CITY, CAVA KHM SAV rensicxs ��AA III%P► t2N0 Linlrg.laM DAVENPORT BRICK STREET STORM SEWER u�+�eM �nw omro. MK JOB /30516020 building strong - NOnN UlmeM. leve 5231 ] RECO RECONSTRUCTION PROJECT PLAID AND PROFILE _ """°" C M C L U RE" 319.626-9w0 rte. w r. 4�.aw� M•02 K0.B0 ..319626-9095 wr s mo r M•�r� ENGINEERING Ce. O:Vr i.\IAC O3061E020\D-9nVR-\M Q2.6w9 V17aGI73:55PM O\Pmp VK_03061602IXNa ,\I`iii .03d+ 5/2n017928. .T..—..—.. I I I I II I F..—..—..—..—..—..— I 1 � I of I I GP " c -1 Ll I 1 Id' 1'q1 5 1 {I 1 T 1 t\ I ' I Qp m 1 F IIS WRwpToiRWa6M•••4L6nIWro•r`rRl�lm IO { / �mvRmurm' 1 _ I miw.l f 1 O O aP�R.Poull.*asuw.ioi' s G ® \��\ �, m1�aaPws Ronr�1m ,.?..i 8 �� Ernwrtula�anLmP nsnmtwraaER.Mo 1 20600 — �',y (a7N-1— o 01 _ 1 R(ul MD) —21 li —{C7 9 NOTES: _ 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF WATER SERVICES PRIOR TO THE INSTALLATION OF THE STORM SEWER. 2. WATER SERVICES ARE SHOWN AT AN ASSUMED DEPTH OF 5 FT BELOW THE MISTING GRADE. 3. ANY RELOCATION OF THE EXISTING WATER SERVICES NEEDED TO INSTALL THE PROPOSED STORM GRAPHIC SCALE "O SEWER WILL BE PAID BY THE WATER SERVICE STUB, COPPER, 2" BIO ITEM. NORTH 700 700 1; 7 sss �. Y 6B5 � 6 00 � � i EnWNG NAM MM9ICEs ■ � 44S IEef F]DBTNf BE RFLOGTFD H �� 1390 690 P-]03 31 IF OF W RCP % F1MWIG WAT aNMCEB TO 885 2 RELOCATED IE"OUTING pyBpypM 665 L(OUT1=60 12 Fl{alrtesss7 tm nm1NGn 686 BMMOC BE ___'. N) 1.M mSTWG UER LI91'602.M SERVICER BE IWTp6l1.74 RELOCA PQ06 46 M21KPG MAIM W6 676 1lI181.1 670 670 00 30' 600 30 DO 30 IOWAM. IOWA Awiorn / III/-► 1740 Dairy Wft DAVENPORT BRICK STREET STORM SEWER wFL.6�YJ9ow.w�����►�YrYn�.wWY.Y�RYwv16� y,my..rr.w,l.wr�w..rn+�wwrW,.ww.P.wrrti.� mow. KHM BAY ASEC Ooa RJa616o20 building strong communities. HWM Un .I 52317 RECONSTRUCTION PROJECT RAN AND PROFILE ,re...r..`"•—. r� rNr.e+a.W �r••a T _ rnmw. APML2017 MCC L U R E` 319426.90P0 b�319.626.9093 yy�y.4M6n/.Ar.4.vw•...w.J•.•.eM+n^.F.�4�.r. �w^n^�M4�w� >.p.nw„m.Aae.v.a..nn.+mu.."o�n._.�..�..w6.,�ra..aw.�nc....s- M.03 KRBW - ENGINEERING CO. O\Pmp VK_03061602IXNa ,\I`iii .03d+ 5/2n017928. NOTES: 1. CONTRACTOR SHALL REM VERIFY LOCATION AND OEM OF WATER SERVICES PRIOR TO THE INSTALLATION OF THE STORM SEWER. 2. WATER SERVICES ARE SHOWN AT AN ASSUMED DEPTH OF 5 FT BELOW THE EXISTING GRADE. 3. ANY RELOCATION OFTHE EXISTING WATER SERVICES NEEDED TO INSTALL THE PROPOSED STORM SEWER WILL BE PAID BY THE WATER SERVICE STUB, COPPER, 2- BID REM. 700 . b Bis 695 �r8 i� m3 690 GG5 I 830 675 /870 GRAPHIC !GALE NORTH MEN LED Cl1ERK M& RK uEeRrwwwetrts 20600 I— - IJ n YK W061b@UlgypnWrsNLW Owp NIJINI)3:56IM Tao 095i 300+00 90++00 30" 303+00 304+00 IOw6U13WIO a KHM BAV " III' ` / 690 DAVENPORT BRICK STREET STORM SEWER .�w�i.wgm,mm......n.�e.x...vuen. r.wen,bwiar� wlw..ht..nss MEC JOB e30616020 __ NoaF LiMM,lowa 53317 e.eww.nn�.°u �esr wAn=....Ian e..me..i"..ao�.w ww�nw.Ie,n."ar4e. EwnwowATm _ "°°'°�`"° ' L201' � building 511On MSC L U RE" B 9 � �tMAVCFAroM:— RECONSTRUCTION PROTECT PIAN ANO PROFILE cwmna -^•^..:_^—' °.�,..�.—.°°a a„ ... w.....,, .�,.ea. PMt 31T LF of 2t•RLY®1.A% RELouTEo 605 u � b1319426 -MS r " �"" a" mow•..•. a•o.. f ENGINEERING C IHDCAIED M� ILLS III WATER BEIMLFS TO BE - fLI0G1}N1.T6 RELOUTm P.2M EE LFa L• Rp G 1 w% fLRNHF+.x 673 FLIBp61U5 676 YK W061b@UlgypnWrsNLW Owp NIJINI)3:56IM 300+00 90++00 30" 303+00 304+00 IOw6U13WIO a KHM BAV III' ` / 1710 Lorin e. Lai» P DAVENPORT BRICK STREET STORM SEWER .�w�i.wgm,mm......n.�e.x...vuen. r.wen,bwiar� wlw..ht..nss MEC JOB e30616020 NoaF LiMM,lowa 53317 e.eww.nn�.°u �esr wAn=....Ian e..me..i"..ao�.w ww�nw.Ie,n."ar4e. _ "°°'°�`"° ' L201' � building 511On MSC L U RE" B 9 � 3t 9-636-9090 RECONSTRUCTION PROTECT PIAN ANO PROFILE cwmna -^•^..:_^—' °.�,..�.—.°°a a„ ... w.....,, .�,.ea. M.03 KRB b1319426 -MS " �"" a" mow•..•. a•o.. ENGINEERING C YK W061b@UlgypnWrsNLW Owp NIJINI)3:56IM O:\h YAC_G30516CQP mpnVbnVA.O3.trp 4n7n0113:S6M1 N. LINN STREET s - .,7.. _ (ON. a Gm—� .— 'SIC, sm..' _- - --fp I m _-low_/ �` f N.LANN COMAALTOP BHALLVlIIFY EXISTING _ - O - SJL'ERI EIEYAIMMMM MIJfl r. CONTRACTOR !HALL VERIFY Ff131MG PCi CONGREIE �' PWP TYPE INVERT ELEVATgx 1x.7 - - - PL3 LOXCPETE LMIAR. TEE SI'As e ( I FIG. WA111 Fd INJRE INFOPMATION y � < � VMTNINII MPoxMl1011 _ _ R $${-- 160wo --- .- 'I —J aao+sl — _I sw) — `. CMP SUBDRAIN OUTLET-- -'' WTH METAL CAP. SEE f Liz- CMPSUBDRAINOITLET SODAS FIG, M10333 FOR 1 WRHMETALCAP. SEE �MORE " MORE INFONMA➢ON. ^ --� 5DDA5 Fm. Q40 3FOa INFORMATION. COIIMCTOR!LECAREMOVE PNPE. AND STORM P&E. !3M 5.101 SEE ERNST&GAA IN SEESHEETOR ANO TABLULATIONS .. INFORMATICH CJXEFT9 FOR MOPE IMFORM/.TKNi. -' CMP SUIORAM OUTLET 11110111 - -METALCAP. lFE 9UOA9 FIQ ORM 1).1 FOR NONE INFORMATION. Is 211 GRAPHIC SCALE GRAI SCALE NORTH NORTH 695 695 8y 6 690 690 o,gQ¢ 5' E CALL 690; �rt^� 690 695 666 685 665 PAe11r VCP F IT RUTa1.M%fi80FLRJPp116FL(O1J1PMSMlI.I3 "Fo"IrS FLIOII}M1AS 1SMN. �W~M„FIINJlIIM FLIEDOPIIIIIIIIJIMIFLIEl1MM.M FIELI PNOPWEOr _R101ReM.11RCP®1.l0% RIUVI'eI1Y MP WATERWWv MCIFOFL•RCP®IfO1L680 686 VERIFY PJD WVppOIEIOSTNrj 675 6T5 100+00 500+00 501+00 KHM SAVM MKJOBd i3OAGMr16050 a�MnM� �^ IIIFP� W. 1110 U.SRI., W DAVENPORT BRICK STREET STORM SEWER "m"•°"'^v^'"'°'"'^°"'^"^""°"'K"°'6'"'miniAi4'NO•'"'°"'^"°'°•"�'"•` 9Q'w. buildingstrong 9 - - wnxue.m.I..<sx31T RECONSTRUCTION PROJECT PIAN AND PROFILE ,.. �.-,.�. «•.. .-.......><.., .... N.... KRB e. nAP x>a. xO. MSL 1011 MSC L U RE'" .319- 6-6-190 6.11 vete-vovs _m.,,,....,,.�,...��,—,m ..,........m... w....,n �..... M.04 E rJ GIVLC�IwG sm....A,�...�.—,..��,.x.d,..q..,, ... O:\h YAC_G30516CQP mpnVbnVA.O3.trp 4n7n0113:S6M1 O:Vm0ftN/L_030S1602QYD"nVMmVAGSd" 4n7/30773:SRNA • NOTES: 7. VERIFY. STATION AND OFFSET GWEN IS APPROXIMATE, CONTRACTOR SHALL FELDCONTRACTOR 1 3. DEPTH OF EXISTING STORM AND LAMP HOLE ARE UNKNOWN, CONTRACTOR SHALL FIELD VERIFY. 3.I CONTRACTOR SHALL INSTALL 5L`F 1 ( TARS TH607 E d. CONTRACTOR SHALL THEEXISTINGPARKWAY �^ a 5. OTIMPETNEMEESTRIAO CONTRACTOR SHALL NOT IMPACT PEDESTRIAN OR VEHICLE TRAFFIC WHILE GOING THIS WORK H 1, S. CONTRACTOR SHALL SEED ALL DISTURBED AREAS CAUSED BY THIS IMPROVEMENT. SEEDING SHALL INCIDENTAL TO THE SW -507 BID ITEM. BE CONSDE w pt olj STA I WU7.30, INS' Li �m1 ALLEY EL4e109- MATCHUISING ' STA 19w1SO, 1N.N LT ELS1..S5' MATCH EXISTING COMTMCfORg14LL1 WMFY E%ISTNG LAMP HOLE LOCATION AND _ G. AN RACE WITH WIM47 INTAKE. CONTRACTOR SHALL COORDINATE H cm OF IOWA Cm REOARDING THIS IMPROWMENr. REMOVAL • REMOVAL OF CURB IS LF FLAT BRICK SURFACE REMOVE, CLEAN, SALVAGE .3 SY • TYPE SW507 -1 EA TINTAKE 9w1.12,91.OSLT• CURB AND GUTTER. 3.5', S' - 15 LF K3t9•W.u,171.WLTt.aCX E%6nNGSw1.D,1TI.SYLTNTCHEi O"TCH tiM.iTCH EMSDXGB TREE Ii ! h 0 5N 20 iia � GRAPHIC WALE NORTH NOT TOSCALE R2� 6 - _— lrwlooRngt — — — — - - 1rYDF1Ea"m FLIFIQ•NLnLIP•W fELOVMSFT' — — — — SLFOF1rRCPDIAML FMINI•UnN ,VFHfF MFMtl E1AOi 1r RGO1A0% FNOUT =J.k 9m, VMf,M KHA BAV IOWACIIY.MWA IIIA^ T7H0 U~ Wm DAVENPORT BRICK STREET STORM SEWER "s<.....u....www+r.+w.+w•nr.ar..I.m... �.�„r,+...aiu._�n.. cyr._s n.w�a MFCHMI3061E030 strong LbMY, la53317building RECONSTRUCTION PROJECT PLAN AND PROFILE NMvwasvw++w.w+.,,w.r_n�.m_eornw•rnM•.m� wm.>er.mn.�A+r.�.-s_Na,...e:.wrve.n.N>ruarxwau.e..Mm.r.ia.i.aa " m9lNm.uo N13017 MCCLURE" 319.476 900 b.3I9.d26.9G95 A M.05KRB EENIN O:Vm0ftN/L_030S1602QYD"nVMmVAGSd" 4n7/30773:SRNA NOTES: 715 7. SEE BSHEETS FOR ALL APPLICABLE WATERMAIN DETAILS AND RESTRAINED JOINT 705 INFORMATION. 700 2. CONTRACTOR SHALL MEET ALL SUDAS VERTICAL AND HORIZONTAL SEPARATION rElOB111C BACKING I/ REQUIREMENTS BETWEEN STORM SEWER AND THE PROPOSED WATERMAIN. 690 1. STATION AND OFFSETS IN PUN VIEW ARE OF THE DAVENPORT STREET ALIGNMENT. 'WATERMAIN 4. ALL PROPOSED WATERMAIN SHALL BE DUCTILE IRON PIPE. 1011+00 5. THE PLUGGING OF THE EXISTING CROSS AND WATERMAIN SHALL BE CONSIDERED 1011400 INCIDENTAL TO THE WATERMAIN BID REM. 1015+00 1KFIMe L- unsias LA CONTRACT ORSHALLOMCONMELT ronce WATERMAN FROM EYJSPNG CRO$$pXD - PLUS. CONTRACT OR SILLLL PLUG AND I'I'4\ N4�^ 1740 Linln9arbm O ABANDON EIOSRNO WATER MNXINPIACED I . WATERMAINmA'�lninr«`.,"ue.mvm.. �..iNrarr.wy... AMC 108 1]0616020 building strong Eommurrh=5 715 710 705 700 695 690 665 INSTALL B"TAPPING VALVE ESOWNED JOINT WPE FORST STAINM.M,25.35'RT EXISTING 8"WATERMANJ W K N FO Z V Z JOHN R. RUMMELHARTJR. ADD N. CLINTON ST DEED PNED BK 10101025 / BK 1055 PG: 42525 / JOHN R RUMMELHARTJR 112 E. DAVENPORTST. PARCEL 10 N 1010201012 DEED BK: 2798 PG: 41 j l IXEDAVENPORTSTREETINC. to E. DAVENPORT ST. PARCEL ID N 1010241010 DEED SC 5004 PG: 114 —R/W _R/'A'_ —R/ /W— —P/Wa 15 —T COHTMCTOR SHALL PLUG y AS 12+00 AND ABANDON E%ISTINGB WATERMNH IN PLACE i PROPWEO A'WATERMNN ' 11 INSTALL NEW 2 -COPPER SERWOE LINE AND NEW CURB STOP) STACHOOA9.35 ItT INSTALL FINE HYDRANT ASSEMBLY STA11Fl238,25.38RT INSTALLNEWYCOPPEASERWCE UNEAMD NEW CURS STOP VA UNII11A T RT GAMMA PHI BETA SORORITY RHO HOUSE CORP. 328 N. CLINTON ST. PARCEL JD '1101028005 OEM 8K: 220 PC: 271 5� MTALLIlW NMEIVE T s/ L T M4ESTGE PROPERTIES III LLC LORIN K. DUDLEY 120 E. DAVEHPOi775T DYANNE L. DUDLEY PARCEL 0 N 10101510% 126 E. DAVENPORT 3T OEM Ml: W15 PG 37 PARCEL ID N X09281008 DEED 6K 1617 PG: 143 NSTAUNP6F ZLL 'ALL NE W Y COPPEM BEAVICE I ue ANE NEW CURBSIOP I O STA IMSUE33JS'RT 1L MBTALL NEY/2' COPPER SERVICE- IMEANDNEWL9RBSTOP STA 13H6A1 all- FIT INSTALL NEW 2- COPPER SEFCHC LINE AND NEW CURB STOP STA 1003]3.2328' RT ACTOR SHALL REMOVE FATTING CURB STOPS. THIS WORK SHALL BE CONSIDERED INCIDENTAL TOTHE MEW SEANCE CONNECTIONS. RACTOR SMALL MINIMIZE THEIR IMPACTS WHILE DOING THIS WORK CS-1LLC 131 E. DAVENPORTST. PARCEL ID R 101019X I DEED BK 47% PC 79 WATERMNH WEN JAS SEPARATION RI FOR STORM SEW ��uuWuo�uu�u u��u�uu�U 0 10 SO 0 GRAPHIC SCALE 1l� TIE / —BTA I4HS.p,9.34M W(D N6TALL S"43.85X0 IEDJ l'{EF011 ITON OTHERSIDE F FlTXO STA 109]12 B35SO r— _o MSTALLB-4 ENO USE RESTRAINEDJgIn PIPE FOR 10-M EWER EIRE OF FTTDNG XZ LLC STA14+77.37.MSPRT F 328 N. DUBUQUE ST. IY PARCEL IG 01D10R5W7 M8TALL8' GATE VALVE; DEED BK: 4799 PG: 2O5 STA107111,25.31TU GO 1 INSTALLNEWTCOPPERSERWCE W — LLINEANDNEWCURBSTOP C STA 1055.99, 2328' RT INUJUU-NEWYCOPPERSENWCE 0 x LINE AND NEW CURB STOP J STA 102029.25M' RT 0 2 <Ne.VAC_03OU6020\D0.M9n\PWm\OGI.&V 4117/20173:59M 715 710 705 700 695 rElOB111C BACKING I/ 690 SORTING S'BATSMAN 'WATERMAIN 665 <Ne.VAC_03OU6020\D0.M9n\PWm\OGI.&V 4117/20173:59M 1011+00 1012+00 1013+00 1011400 1015+00 1KFIMe IOWACITY,IOWA nBAVY unsias ronce NXer NN. I'I'4\ N4�^ 1740 Linln9arbm DAVENPORT BRICK STREET WATERMAINmA'�lninr«`.,"ue.mvm.. �..iNrarr.wy... AMC 108 1]0616020 building strong Eommurrh=5 NOnH UMM.Ioro 5231) RECONSTRUCTION PROJECT PLAN AND PROFILE so.ummn tlrti MMeti ` ° wmcA•n �KRBe nNO wO. NO. AML 2017 �. 319-620.9090 w, 0.01 - ba 319.636-9095 ,_^ .",m,,,,".., wr1r"na..m°� a„ .,..,,,°ra,^o�+r. ENGINEERING CO <Ne.VAC_03OU6020\D0.M9n\PWm\OGI.&V 4117/20173:59M NOTES: 1. SEE BSHEETS FOR ALL APPLICABLE WATERMAIN DETAILS AND RESTRAINED JOINT INFORMATION 2. CONTRACTOR SHALL MEET ALL SILICAS VERTICAL AND HORIZONTAL SEPARATION REQUIREMENTS BETWEEN STORM SEWER AND THE PROPOSED WATERMAIN. a. STATION AND OFFSETS IN PLAN VIEW ARE OF THE DAVENPORT STREET ALIGNMENT. 4. CONTRACTOR SHALL LIMIT IMPACTS TO EXISTING BRICK STREET WHERE REPAIRS OF THE EXISTING WATERMAIN ARE TO BE DONE. 5. ALL PROPOSED WATERMAIN SMALL BE DUCTILE IRON PIPE. 6. ALL GASKETS FOR LINN STREET INTERSECTION WORK SHALL BE NITRILE. 7. THE REMOVAL OF WATERMAIN, HYDRANTS AND VALVES SHALL BE CONSIDERED INCIDENTAL TO THE WATERMAIN BID ITEM. 700 _ Ww i 3ME STREET INC SEE MSHEETS FOR STORM , "" 19+ g a 01105 N DNN STREET INC, 20+37REOIIIREMEXTS 3N E DAVENPORT ST. 4E,DAV N PoR STGRM SEWER LRO531N0 _ 603 N. LINN ST. 2 3 PARCEL PROPOBEO B'OIP WATERMAIN PARCEL ID M 10102UO17 / / B: 51M 023008 DEED BK: 51M PO:B12 FL9 DEED BK SORB PG: 103 EXISTING 6 PVO WATERMAIN- • Z_a .Dfm 2019+00 EXISRNG GXOWD Q6{V __.-. — � --� '"f = zozo+oo / IOWA CITY. IOwA F yY�IF i 1740 Lnirpe.bm DAVENPORT BRICK STREET WATERMAIN 688 - SS Mx.00VER KHM1 MECJ08#306 6020 REMOVE E1LM11NG PVC �C 700 _ Ww i m SEE MSHEETS FOR STORM , "" 19+ g WATERMNX NEEDS TD MEET LL ABLOM SEPARATION �" 20+00 20+37REOIIIREMEXTS ---- SEWF0.INFORLIATKUI PoR STGRM SEWER LRO531N0 _ y;yI1 695 F r v'' 2 3 "� PROPOBEO B'OIP WATERMAIN IPq $ap FL9 EXISTING 6 PVO WATERMAIN- • Z_a .Dfm 2019+00 EXISRNG GXOWD Q6{V __.-. — � --� '"f = zozo+oo 2020+3 IOWA CITY. IOwA 690 Zy ?2N. yY�IF 1740 Lnirpe.bm DAVENPORT BRICK STREET WATERMAIN 688 - SS Mx.00VER KHM1 MECJ08#306 6020 REMOVE E1LM11NG PVC _ - — R/w — - RATE AIL AS NEEE DED. PLAN ANDPROFILE � .. NISTFDATE VALVE 20, 7 STA AI 18X0.13 E.01' NT INSTALL F" TAPPING VALVf PROJECT "gin MISE RESTRAINED John PIPE FOR 25' R KB" INSTALL FIREXYpGMT ASSEMBLY APRIL ISTAI9.03SYMAr'RT MCC LURE- STA 131M.15,2&W RT b.3166 Po95 Wim. •.wa w OWIGANC E GITR L. PAAXSTEIN NANCY L PAAI(ER EL DLIV S 225EOAVENPORi ST. 320 X.UNN ST .3101023791 PARCELIDS11 EL #1010 GEED BK:1011 PG 791 DEEDB yWj PG: OEEO BK 1211 PG: T5/ MJ nNTRACTOR MMLL REMOVE IXWIMG TEE _ Z ANO AM !111811X0 WATERYAW. REMOVE EXISTING FIRE HYDRANT 5 ASSEMBLY, VALVES AND WATERMAIN. F- -- — — — — - 2 EXISTING WATERMAIN SHALL BE REMOVED 700 _ Ww i m ; W y;yI1 695 F r v'' 2 3 LLH0 IPq $ap FL9 JJJN �JJ • Z_a .Dfm 2019+00 EXISRNG GXOWD Q6{V ^�.. PROPMFOdAV F Q y d %_ IOWA CITY. IOwA 690 Zy ?2N. yY�IF 1740 Lnirpe.bm DAVENPORT BRICK STREET WATERMAIN 688 - SS Mx.00VER KHM1 680 675 670 W BEND WITH RESTRAINED JOINTSAND THRWTBLOCKS jTYPJ WE RESTRNNED JOINT PIPE ON EITHER SIUE OF RENDS FOR A LENGTH OF 2T PROPOSED 2P RLP STORM SEWER - 799 I 895 690 685 680 875 670 8 O:\No SMAC020616020\OeiGn\Pbro\ODI.dw91/17Q0173:59PM _.... 2019+00 PBAV IOWA CITY. IOwA vnPau III% 1740 Lnirpe.bm DAVENPORT BRICK STREET WATERMAIN Y w fnm w_ KHM1 MECJ08#306 6020 building strong co�rmomhe>. ImhLIbeM.Iew 52317 RECONSTRUCTION PLAN ANDPROFILE � .. 20, 7 319 -WD PROJECT "gin 0.02 R KB" APRIL MCC LURE- b.3166 Po95 Wim. •.wa w ENGINEERING CO. O:\No SMAC020616020\OeiGn\Pbro\ODI.dw91/17Q0173:59PM OF 115 WDFX H w W lY r N O z U z R V NORTH S 1• m GRAPHIC SCALE E. DAVENPORT STREET f1 R I _709 713,E 710 .712 GENERAL SIDEWALK NOTES 1. INSTALL Yz' EXPANSION JOINT AT EXISTING SIDEWALK AND AT DROP CURB. 2. REFER TO FIG. 7030.204 - GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK FOR TYPICAL SIDEWALK LAYOUT DETAILS. 3. REFER TO FIG. 7030.205 - GENERAL SIDEWALK AND CURB RAMP DETAILS FOR TYPICAL ACCESSIBLE CURB RAMP SLOPES. 4. REFER TO FIG. 7030.207 - CURB RAMP FOR CUSS B OR C SIDEWALK FOR TYPICAL CURB RAMP LAYOUT DETAILS. 5. REFER TO FIG. 7030.210 - DETECTABLE WARNING PLACEMENT FOR TYPICAL DETECTABLE WARNING PANEL DETAILS. © NORTH R) 0 R 1• JB $'jtHIC SCALE +V•TA1S41.00 man vjMaVK O]11616030Wevgn\Plans49.V�Q.q Vli/qui. •:w rn • LEGEND DETECTABLE WARNING R RAHp ® TURNING SPACE vjMaVK O]11616030Wevgn\Plans49.V�Q.q Vli/qui. •:w rn • IOWA ,IOWA III% UnggW bn 174U" DAVENPORT BRICK STREETKHM n.� RAV mECJ011#3W160xo 17 I strong communites. nlO^^ RECONSTRUCTION PROTECT ACCESSIBLE RAMP DETAILS I seam n nm Xwrro. .PNzo17 MSCLU RE" 9-626-90 $sx.eOrrrol. Ki bx319-6-9095 vjMaVK O]11616030Wevgn\Plans49.V�Q.q Vli/qui. •:w rn 0AF-.VAC 070616@0\Oee1gnTW-AS.01.d1 41111al-aaaa 1111 1F1F7 SIDEWALK COMPLIANCE Goes nM XOktle 4ra0 FILED Q Smk10g ro4.iied M Carlhxbg AWaiy pn HGck 2511 03 4 81 Skrl�rd Spec7wetlon. Stekig FOR (FORMATION ONLY, Dkbnca' AEle,kkn Slope Acceptalok,RBgOiradm M � VPLl1ES L6ED TO DEfERkfIE DESKa'kFD SLO AM 8 5 Ppiim PUB SlOewek Dasgretion Calbrcted Range Rew"UhsPR 18 Oiabam'7 Real Statim OrtselA41 - - o FT Fr % i1.m % lIY�CLERK Y 491T1 Ya ICl" A CIT 101 102 Ramp Rurag Slope 15 118 78% 0.5%X8.3% Yea 101 10+88.01 406] 102 103 SXewaltRw"VSbpe 1 0.02 17% 0.5%X5.0% 102 10+7121 4067 705.87 70TOg6,� 102 108 Landa®Tunig Space 9.5 0.17 17% 0.1%X20% Yea 103 10+7021 4067 707 @ 7� 108 IN Lal3adrurig Space 6 0 00% 0.1%b 2.0% 104 10+70.21 4567 70151 109 118 LaningRurig Spice 9.5 -0.17 -1.7% 0.1%X20% Yes 105 10a70.02 50.59 711801 118 102 LardigTurig Space B 0 00% 0.1%b 2.0% 106 10+6167 50.47 7118.17 103 105 alk RObg Slope SLLwu 992 0.% 9S% 0.5%b 50% 107 10+6171 45.81707.7 105 106 IAeXh 6tlatin9 Cross Slope 816 016 20% Msmh EaaOg 108 10+61]1 4061 701212 106 108 Skkwak Rukiq Slape 9.61 4.98 -9846 0.5%b50% 109 15x81.71 34.67 701.212 108 111 Sidewalk Running Slope 11.09 077 6.9% 05%b50% 110 10x81.71 3155 707427 111 112 LanmigTWmYg Space a ON 10% 01%b20% 111 10x6111 23.% 707.979 112 115 Lmag myM1naSpace 8.5 -0.15 -1.896 01%X20% Yes 112 10x6171 1558 7118.059 115 116 IareargTumng Space 8 -0.08 -10960.1%b20%5 113 10x81.71 45 70 GM 116 111 LardingTuming Space 85 0.15 1696 0.1%b20% Yes 114 10x70.21 720 701532 112 its Ramp Rumuag Slope 10.13 0 0.0% 0.5%X83% 115 10"7021 1558 "77.91 113 114 Cmcswak Cross Slope -NO Yiew Cand0ln 8.72 -am 46.0% 0.0%05.0% 116 10"7021 23.58 107.83 114 115 Ramp Ravening Sbpe 8.38 0.38 45% 05%X8.3% 117 10x7021 34.67 MTOW lie 117 Sidwak Rwvig Slope 1108 -0.n 70.9% 0596050% 118 10+7121 3467 707.018 117 118 SMewak Rura9g Slope 1 -0.02 -l.T% 0.5%b5.0% 119 10x8601 34.67 705825 lie 119 Ramp Ruaig Slope 15 -112 70A% 0.5961083% Yes 119 101 Cmsswak Cross Slope -N9 Yww CarWbn 6 OM O.7% 0.0%05.0% 201 202 Rare RurNg Slope B 0 00% 05906108.311, 281 10x6111 X.30 MAW 202 203 Rory Ruing Slope 7 -0.54 -7.8% 05%083% Yes 212 10+61.T1 -1430 108.188 203 204 LnrdrWTurvlg Space 601 0 00% O1%b20% 202 10x6111 -1430 ]118.188 204 205 La4bgTuirg Space 8.5 4,17 -20% 0.1%b 20% Yes 203 10+6111 -2130 701824 215 211 Laidrp+ruling Space 6.01 0 0.016 0.1%b2o% 204 10+6111 -27.32 707.624 211 203 Laldagirurig Space 8.5 017 20% 0.1%X20% Yes 205 10+7021 -vv 707,454 205 206 LandrgTlmm3 Space 6 40A -20% 0.1961,20% Yea 208 10"7521 -2732 707354 206 208 LarxargTuming Space 5 0 0096 0.1%X20% 207 IOB551 -27.32 706505 209 210 LaridrgTurtang Space 5 0.1 2O% 0.1%02016 Yes 208 10x84.16 -2232 7%7% 206 207 Ramp Running Slope 103 4.85 41.2% 0.5906X83% Yes 209 10+7521 -22.32 701354 207 20B Crosswak Cross Slope -Nu Mehl Condition -BAB 0.25 49% 00%X5.0% 210 10+7021 -7232 707.454 218 209 Ramp Running Sbpe 895 06 66% 0.5%X8396 211 10+70.21 4130 701454 211 212 Ramp Ruamng Slope 7 0.54 78% 0.51fi08.3% Yes 212 10a1021 -14.30 707.988 212 213 Ramp Rummg Slope 8.18 415 70.1% 0.5%08.3% 213 10a70.21 -SAI 707146 213 201 Gicaswak Cross Slope - No Yaw Cinchona 874 042 48% 0.0%050% 301 302 Ramp Rumng Slope 6.39 051 am 0.516X8.3% Yes 301 11x87.39 -15.93 70508 302 303 LerdnrTunmg Space 5.00 ON 15% 0.1%X2.0% 302 11+57.39 -2232 705.58 303 305 LandgTrwmrg Space 500 -0.OB -1516 0.1961O20% 303 11+57.39 4732 70568 306 309 Landig(rurang Space 5.00 -0.07 -1.5% 0.1%1020% 304 11.57.31 332 708.11 309 302 LarWgTumrg Space 500 007 15% OAR, X 20% 305 11+5239 -3232 7116.08 303 304 Sidewalk Running Slope 5.00 045 89% 05%050% 305 11+5239 -2732 71559 304 305 Reach Easng Gross Slope 5.00 -0.03 -06% Mich Easang 307 11+40.76 -21.32 70562 305 306 Sidewak Ruining Sbpe 5.00 41. -0.8% 05%X50% 305 11"7485 -2232 MAO 306 307 Ramp Rumirg Slope 11.63 0.03 03% 0.5%083% 309 11+5231 -Mm M551 307 BOB 647 -0.14 -2.1% 00%b20% 310 11+52.39 -1742 705.18 308 919 Rnnp Runng Swine 155 0.03 04% 0.5%b83% 319 310 Ramp Rumarg Slope 490 -0.33 70.8% 0.5%X8.3% 310 301 Crosswalk Cross Slope -Yew CarAtimr 522 -0.10 -20% 00%X20% 401 402 Ramp Rumirg Slope 8.19 0.61 78% 0.516b83% Yes 401 11+58.32 1582 704.98 402 405 Len*gTwnirg Space 500 007 1.5% 01%b20% 402 11_+_58_.32 24M 70582 405 416 UwdrgfT n gSpace 600 -009_ 1.5% 01%X20% 403 11+83.32 24.011 7059 416 417 Landing Tunbg Space 500 -007 -1.5% 01%X20% 404 11+83.32 29.00 70568 417 402 Laelwumg Space 600 ON 15% 0.1%X2.0% 405 11+5832 29.07 70561 402 403 6ileaelk Running Slope 500 4.03 4m 05%05.0% IN 11+5B.32 34.67 708.68 403 404 Sm4wak Cress Slope 500 am 15% O.5%b20% 407 11+58.32 4067 105.88 404 405 SkJaaak Running Slope 507 0.03 O6% 0516]05044 409 11+5825 48.67 711820 405 406 Sitleaalk Running Slope 567 0.19 3.3% 0.5%05.0% 409 11+52.38 46.61 706.07 406 407 LanYg'Tunmr, Space 600 000 0096 01%X20% 410 11+52.32 40.87 705.19 407 410 6artligTurnig Space 6.00 -0.09 -1.516 0.114iX20% 411 11+46.31 4065 70510 410 415 LandrgTurring Space 6.00 0.00 00% 0.1%102.0% 412 11+37.27 40.61 705.58 415 406 LandgTurtag Space 600 009 15% 0.1%X20% 413 11+3797 34.67 705.17 407 400 Swewak Running Slope 600 032 5.4% 05%b50% 414 11+,16.32 3467 705.70 408 409 Mich Eastirg Cress Slope 588 -0.13 -22% k haisbng 415 11+52.32 3467 105.79 409 410 Sileaak Running Slope 6.00 A2B 4T% 0.5%050% Yes 416 11+5232 29.00 70507 410 411 Lm)&VrTumirag Space 6.00 -am -1.5% 0.1%X20% 417 11+52.32 24.00 7115.53 411 414 Lancivgrrurnng Space 800 000 00% 01%020% 418 11+5232 1757 705.09 414 415 LendWiming Space 600 0.01 1.5% 01%1o2096 411 412 RampR.n Slope 904 -0.13 -1.5% 0596b83% 412 413 Crosswalk Cross Sbpe-NOYIeltl Cm59on 588 -0.10 -1.7% 0.0%X5.0% 413 414 Ramp Runirg Slope 8.35 023 26% 0.5%08.3% 415 416 Si6.veik Running Slope 567 -OA9 3.396 0.5%X50% 417 418 Ramp Rumirlg Slope 843 -044 10994 0.596X8.3% 418 401 CmsswalkCmss Slope-Y11d Condtim 827 -010 -1.7% 009161o20% aeaaaa IOWA Can'. 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MWL2017 MCUE 3,9-636 ..31963 S�.0�2 KRB ENGINEERING Co. 0AF-.VAC 070616@0\Oee1gnTW-AS.01.d1 41111al-aaaa O:\ProienrUAC_030616020\0.YpnVkn�1.01.bwp 4/1 77201 7 4:9114 1F1F1 SIDEWALK COMPLIANCE ' Oaea rot rckeb cub Q Seng re,r aCwhxVgh 1, ler Arica 251103 or ee Srorclari Spacdpalaw ....w SlaMkg FOR NFORWTON ONLY ILED Oaea .- BEkYa4on Slope ReR�m on 6%aauac VAl SUSED TO DETERk DESIGNED SLOPES M40 Purl Sdewak Deapeeon Larabucletl Range tlw SbOe bkek Rarwla O7 Pok4 StafOn 08est EWakori F'f FT % Pw. a Q % 5� �tasingrumag 5(w oa 15% 17 t,PR 18 All 8 5' 50 We o�roz� M ;4.86 „Q MN W) 510 Lemkgr7ummg Space 800 0.12 -1.5% 0.1%ro20% 503 ,4.]6.1, -3148 X399 {( 5,0 513 Land,gr7urkrgSpaoe 500 0.00 0016 0.1%to 20% 504 14.71.11 -32,2 594.45 CLERK 5,3 502 592 503 leMnyfurrq Space r Rug Slope Si0ewalwr Boo 1000 001 0.91 0 6% 91% 01961K2.056 0.5%050% - 595 50 8 14.71.11 14.]6.11 -3605 94.53 694.07 C17Y 1! lt, i IA �" CITY, Yr l01A 503 SDI Sidewak Rurmg Slope 504 0.46 9.1% . 0.591 W] 14+86 11 -38.48 -38.48 693.15 1 v ti e h1 504 505 k% kb Evstog C.. 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Skye-)In90 CandEan 541 403 45% 0.0%b20% 1101 1102 Ramp Ru Sbpe ON 0.13 14% O5%IaB.3% 1101 19+6040 1714 60761 1102 1103 L.&gTump Sw. 500 005 10% 01%1020% 1102 19+60.40 2705 681,911 1103 1108 L-ding(Trmg Sp . 500 000 1.5% 0.1%1020% 1103 19+60.40 32.05 BBB 03 1108 1113 LwcWtimp Sp a 500 -0.06 -15111 01%b20% 1101 19+65.40 3205 08.22 1113 1116 LwdrglTumg Sp a 500 000 00% 014061020% 1105 19+70 40 32.05 688.41 1116 1117 L drgTnwg slx. 500 005 10% O1%b2O% 1106 19+7040 M91 66040 1117 1102 LBn:1wurirg Space 500 000 00% 019161020% 1107 19+65.40 3705 688.28 1103 1104 Sbe Ru..g Supe 500 0.19 38% 1105 19+60.40 3705 89810 1104 1105 S hEx Rung 505 0.19 38% 65%450% 0.5%105.0% 1109 19+60.10 42.05 608.19 1105 1108 S Makh Ek R Goss Sbpe 3.87 004 10% 5.0% 1110 19+59.70 4705 BBB 14 1106 1107 Sbewak Rurwg Sbpe 5.13 4.18 34% 0 516 b 0.5%105.0% 1111 19+5.86 4705 W8.14 1107 1160 Sidnak Rung Supe 5.05 -34% 0.5%1050% 1112 19+5540 42.05 8027 1109 uft,1109 Sdewak Rnft,5.98 0OR ON 1816 0596050% 1113 19+5540 3705 68727 1110 1110 S Ruergmpe 504 OW 0.5%050% 1114 19054.54 3705 6137 27 1110 1111 hab,E,l Match Enbang GOaa Sbpe 385 3% -34% MatchE ting 1115 19+45.78 32.05 0737 1110 1111 Match Eednp Goss Sbpe 30 413 -013 -31% k%0h Eusbg 1115 19+55.78 32.05 37 1111 1112 Si Mak Rump SbW 502 1.1% 0.516b50% 1116 19+540 3205 m 68798 1112 1113 Rw"V-g5 505 405 -005 1.1% 0.5%1,50% 1117 19+5.40 2]05 60].98 1113 1114 Ramp . 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AraePtapa 3p�y Regaredm k4Past4e0 WLl1E5l1SE0 FOR IRI4TKINDt4Y TO DETERAfE DESK9`ED SLOPES 2U11 APR 18 Ail 8 5� Oispnce' BEkvelbn 9q» Panb Point Skkwalk Designation Cannspcpd Range idea Skga 2i6ap Remarks Ouadara'I Pant Siston O8se1 EkwaBon o CITY CLERK PT .1 Pma % 1201 1202 120'1 1207 Ramp Running Slope- LardngrTurnxg Space - -7W--- 500 0.15 ObB 2.1% 1.5% 05%be.3%-- %1%b20% - 1201 1202 18186 62 1692 18+8662 23% N7,63 68182 IOWA CITY, IO{�tjJ1 A 1207 1220 LaMingnurring Space 500 4.06 -15% 0.1%102.09612W 18+8162 n% E8805 1L0 1221 Sinai Lenlinylurning Spce 5 0 00 0. 0% 0.1%p2.0% 1204 18+7662 2387 688.28 1211 12R Lancingaurning Space 500 0.00 0.0% 0.1%talM 1205 18+1662 27.M 688.38 1202 1201 Sisewalk Runny Slope 5.00 023 4.6% 0,5% la 50% Yes 12116 18+8162 20.95 688.14 1203 1204 S%J&eWk Runnrg Sbpe 500 023 4.6% 05%to5.0% Yea 1207 18+8662 2895 687.90 1204 1215 Wish Ess" Cross slope 383 0.10 2.6% tit Etleby 12118 18+8662 3205 687.87 12M 1206 Sidewalk Russai 515 -025 4 8% 05%b50% Yes 1209 18+8662 37M 68787 1216 1207 Sidewalk Runnng Sbpe 5.00 -024 4.7% 05961a50% Yes 1210 18+8662 4205 687.82 1217 1216 Sidewalk Running Shpt 309 40.09 -10% 0.5%1050% 1211 18+8788 4705 687.78 1218 1281 Lemak umeg SPace 500 000 0.0% 0.1%b2.0% 1212 18+9161 47% 687.84 1209 1214 Lanbng?ankg Space 5.00 4007 -1.5% 01%to20% 1213 18+9162 42M 68772 1214 1217 LaMng/Turnkg Space 500 347 -9.3% 01%620% 1214 18+9162 37% 687.19 1717 12% Lamang Turnsy Space 300 0.54 108% 01%to2016 1215 18+96.62 3TM 687.72 1219 1210 Sidewalk Runmrg Slope 500 4.04 49% 05%b50% 1216 19+03.06 3705 687.25 1210 1211 Sidewalk Runnng6lope 5.16 40 04 49116 05%b50% 1217 19+01&9 3205 SBTM 1211 1212 ktabt Existing Cross Sbpe 394 014 36% With Easing 1218 18+9662 3205 68T.T2 1212 1213 Sb aaik Running Slope 500 008 1516 0.596650% 1219 18+9162 3205 68779 1213 1214 Sidewalk Running Slope 500 008 15% 05%65.0% 1221 18+9162 29% 687.82 1214 1215 Landirgriurnkg Slate 500 4)OB -1.5% 0.1%620% 1221 18+91.82 23.96 MTV 1215 1218 IandiWurning Space 500 0.00 0.016 0.1%620% 1221 18+91.82 19.34 687.99 1218 1219 LanOirgnuming Space 500 008 15% 01%620% 1219 1215 Landmg/wning Space 590 4J08 -1546 01%620% 1215 1216 Ramp Running Slope 644 447 -73% 0.5%(,8.3% 1216 1217 Crosswalk Cr,sssbpe WYeld Corston 5.16 008 1.6116 00%[05.096 1217 1218 Ramp Runnng Slope 5.21 039 75% 05%683% Yes 1219 1220 6gewalk Running Sbpe 309 003 1096 0.916650% 1221 128 Ramp Running Slope 461 423 '51% 03%b83e6 1252 1211 Cbeawak Cress Sbpe-Yleb Corditon 5.57 0.09 16% 00%620% e.rswm KHM ouxr.er IOWACm,IOWA BAV �rz^^s IIIA 1740Un6gxlaix DAVENPORT BRICK STREET MK lOa p0616020 IVwM Oberry, lewv 523b n a' kwa _ e. nao onx, APBL2m7 L U R E" building strong commcnities RECONSTRUCTION PROJECT ACCESSIBLE RAMP DETAILS �^^ m.�e. 5.05 KR8 MC,C 6.3°,-"9b26-9095 w_...wo. ..,�me._ .__ m ,. :VroietleVAC 039616020\psia;mPbm13.a1MM AP 7720174;9 PM .6K 4p9/20174:01 PM POLLUTION PREVENTION PLAN 110-12" POLLUTION PREVENTION PLAN 118-12A MODIFIED MODIFIED This Base Pollution Prevention Plan (PPP) includes information on Roles and Responsibilities, Project Site Description, Controls, 2. OTHER CONTROLS Maintenance Procedures, Inspection Requirements, Non-Storm Water Controls, Potential Sources of Off Right-of-Way Pollution, and a. Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state Definitions. This plan references other documents rather than repeating the information contained in the documents. A copy of this Base and local waste disposal, sanitary sewer, or septic system regulations. In the e_ p1 a with other governmental Pollution Prevention Plan, amended as needed per plan revisions or by contract modification, will be readily available for review. laws, rules and regulations, the more restrictive laws, rules or regulations shalj-3p�µy. {- gl 1) Vehicle Entrances and Exits - Construct and maintain entrances and exits top ven k sediments onto roadways. All contractors shall conduct their operations in a manner that controls pollutants, minimizes erosion, and prevents sediments from 2) Material Delivery, Storage and Use - Implement practices to prevent discharge of construction materials during delivery, entering waters of the state and leaving the highway right-of-way. The prime contractor shall be responsible for compliance and storage, and use. implementation of the PPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a 3) Stockpile Management - Install controls to reduce or eliminate pollution?#J�Iftat��frc�M ��t�(p e� of soil and source of potential pollution as defined in this PPP. paving. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as I. ROLES AND RESPONSIBILITIES authorized by a Section 4 permit. s ) Y CLE A. Designer: 1. Prepares Base PPP included in I 5) Spill Prevention and Control - Implement procedures to contain and clean-up ,spill sl a00ppPpq�en rp ial discharges to the V11TY! the project plan. storm drain system and waters of the state. -; `, V i3 2. Prepares Notice of Intent (NOI) submitted to Iowa DNR. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. 3. Signature authority on the Base PPP and NOI. Provide directions to truck drivers where designated washout facilities are located. B. Contractor/Subcontractor: 7) Vehicle and Equipment Cleaning - Employ washing practices that prevent contamination of surface and ground water from 1. Affected contractors/subcontractors are co-permittees with the IDOT and will sign a certification statement adhering to the wash water. requirements of the NPDES permit and this PPP plan. All co-permittees are legally required under the Clean Water Act and the 8) Vehicle and Equipment Fueling and Maintenance - Perform on site fueling and maintenance in accordance with all Iowa Administrative Code to ensure compliance with the terms and conditions of this PPP. environment laws such as proper storage of onside fuels and proper disposal of used engine ail or other fluids on site. 2. Submit a detailed schedule according to Article 2602 of the Specifications and any additional plan notes. 9) Litter Management - Ensure employees properly dispose of litter. 3. Install and maintain appropriate controls. 3. APPROVED STATE OR LOCAL PLANS 4. Supervise and implement good housekeeping practices. During the course of this construction, it is possible that situations will arise where unknown materials will be encountered. 5. Conduct joint required inspections of the site with inspection staff. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at 6. Signature authority on Co-Permittee Certification Statements and storm water inspection reports. the time. C. RCE/Inspector: 1. Update PPP whenever there is a change in design, construction, operation or maintenance, which has a significant effect on the IV. MAINTENANCE PROCEDURES discharge of pollutants from the project. The contractor is required to maintain all temporary erosion and sediment control measures in proper working order, including 2. Maintain an up-to-date list that identifies contractors and subcontractors as co-permittees. cleaning, repairing, or replacing them throughout the contract period. This shall begin when the features have lost 50% of their 3. Make these plans available to the DNR upon their request. capacity. 4. Conduct joint required inspections of the site with the contractor/subcontractor. 5. Complete an inspection report after each inspection. V. INSPECTION REQUIREMENTS 6. Signature authority on storm water inspection reports and Notice of Discontinuation (NOD). A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm water monitoring inspections will include: II. PROIECT SITE DESCRIPTION 1. Date of the inspection. A. This Pollution Prevention Plan (PPP) is for the construction of a 2-lane urban street in place of existing urban brick street. 2. Summary of the scope of the inspection. B. This PPP covers approximately 1.50 acre with an estimated 1.24 acres being disturbed. The portion 3. Name and qualifications of the personnel making the inspection. of the PPP covered by this contract has 1.24 acres disturbed. 4. Rainfall amount. C. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: 5. Review erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving 1. Drainage patterns - Plan and Profile sheets and Situation plans. waters. 2. Proposed Slopes - Cross Sections. 6. Major observations related to the implementation of the PPP. 3. Areas of Soil Disturbance - construction limits shown on Plan and Profile sheets. 7. Identify corrective actions required to maintain or modify erosion and sediment control measures. 4. Location of Structural Controls - Tabulations on C sheets and on U-sheets. B. Include storm water monitoring inspection reports in the Amended PPP. Incorporate any additional erosion and sediment control 5. Locations of Non-structural Controls - Tabulations on C sheets. measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found and complete all 6. Locations of Stabilization Practices - generally within construction limits shown on Plan and Profile sheets. actions within 3 calendar days of the inspection. 7. Surface Waters (including wetlands) - Plan and Profile sheets. 8. Locations where storm water is discharged - Plan and Profile sheets. VI. NON-STORM WATER DISCHARGES D. The base site map is amended by contract modifications and progress payments of completed erosion control work. This includes subsurface drains (i.e. longitudinal and standard subdrains) and slope drains. The velocity of the discharge from these features may be controlled by the use of patio blocks, Class A stone, erosion stone or other appropriate materials. III. CONTROLS VII. POTENTIAL SOURCES OF OFF RIGMI-OF-WAV (ROW) POLLUTION A. The contractor's work plan and sequence of operations specified in Article 2602.03 for accomplishment of storm water controls Silts, sediment, and other forms of pollution may be transported onto highway right-of-way (ROW) as a result of a storm event. should clearly describe the intended sequence of major activities and for each activity define the control measure and the timing Potential sources of pollution located outside highway ROW are beyond the control of this PPP. Pollution within highway ROW will during the construction process that the measure will be implemented. be conveyed and controlled per this PPP. B. Preserve vegetation in areas not needed for construction. C. Section 2601 and 2602 of the Standard Specifications define requirements to implement erasion and sediment control measures. VIII. DEFINITIONS Actual quantities used may vary from the Base PPP and amendment of the plan will be documented via fieldbook entries or by A. Base PPP - Initial Pollution Prevention Plan. contract modification. Additional erosion and sediment control items may be required as determined by the inspector and/or B. Amended PPP - May include Plan Revisions or Contract Modifications for new items and fieldbook entries made by the inspector. contractor during storm water monitoring inspections. If the work involved is not applicable to any contract items, the work will C. IDR - Inspector's Daily Report - this contains the inspector's daily diary and item postings. be paid for according to Article 1109.03 paragraph B. D. Controls - Methods, practices, or measures to minimize or prevent erosion, control sedimentation, control storm water, or 1. EROSION AND SEDIMENT CONTROLS minimize contaminants from other types of waste or materials. a. Stabilization Practices E. Signature Authority - Representative from Designer, Contractor/Subcontractor, or RCE/Inspector authorized to sign various storm 1) Site plans will ensure that existing vegetation is preserved where attainable and disturbed portions of the site will be water documents stabilized. ---------------------------- 2) Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities CERTIFICATION STATEMENT have temporarily or permanently ceased. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance 3) Temporary stabilizing seeding shall be completed as the disturbed areas are constructed. If construction activity is not with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my planned to occur in a disturbed area for at least 21 days, the area shall be stabilized by temporary seeding or mulching inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the within 14 days. Ocher stabilizing methods shall be used outside the seeding time period. information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant 4) Stabilization measures to be used for this project are located in the Estimated Project Quantities (100-IA) and Estimate penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Reference Information (100-4A) located on the C sheets of the plan. Additional items may be found in the Inspector's Daily Reports (IDR) or Contract Modifications. b. Structural Practices 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the Consultant Signature Contracting Authority Signature discharge of pollutants from exposed areas of the site. 2) Structural items to be used for this project are located in the Estimated Project Quantities (100-1A) and Estimate Reference Information (300-4A) located on the C sheets of the plan, as well as all other item specific Tabulations. Printed or Typed Name Printed or Typed Name Typical drawings detailing construction of the devices to be used on this project are referenced in the Standard Road or the SURAS Standards Manual. c. Storm Water Management 1) Measures shall be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been completed. The installation of these devices may be subject to Section 404 of the Clean Water Act. iow,Lcrl3. 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DAVENPORT BRICK STREET DAVENP00.T STREET _ e. nuoew..+o MRL 3017 MSC L U R E building Strong - µiµ ub" bye 53]1] ]1q-636-- '319 RECONSTRUCTION PROJECT CROSS SECTIONS a.e.e.m..w...,.�..„. o.N.,..,.. ,��.,w ,my.. —A. '"" ""°""`" 4ns..ew.nrow.,n.. �.......^ �,.�..w..�v..,�.�.d...m�^w.P. y KRB -M5 w e A.Q4 Ga\IK 030616@0\0eeign\PI0nSU 01. Evq 4/11/201 / 4 Ub I'm 5e00 Prepared by: Dave Panos, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5145 RESOLUTION NO. 17-123 RESOLUTION SETTING A PUBLIC HEARING ON MAY 2, 2017 ON PLANS, SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE DAVENPORT BRICK STREET RECONSTRUCTION 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 Davenport Brick Street Reconstruction account # S3850. BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA: That a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above-mentioned project is to be held on the 2nd day of May at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. That the copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 18th day of April , 2017. ATTEST: ��q• CI LERK l MOOR Approved by �_ /Vit .A f A�iYltiytL�% �'l ret'" % City Attorney's Office L-1 l , 3/j1 S:1ENGTVAReselutws1Project ResolulionslSetting Public HearinglAsphalt Resurfacing 201 S1Set Public Hearing Project -Asphalt Resurfacing 2015.dw Resolution No. 17-123 Page 2 It was moved by Botchway and seconded by Resolution be adopted, and upon roll call there were: I:VI oi-�NMM ABSENT: ABSTAIN: Dickens the Botchway Cole Dickens Mims Taylor Thomas Throgmorton P&edia PRESS-CITIZEN MEDIA PART OF THE USA TODAY NETWORK AFFIDAVIT OF PUBLICATION State of Iowa County of Johnson, 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: 0002081312 4/24/17 04/24/17 $33.05 Copy of Advertisement Exhibit"A" /7 me by said affiant this 26th day of 6pLL 2017 QJ�,'� Notary Public in and for State of Iowa sF t ANDREAHOUGHTON r 1! COMMISSION NO. 763956 * AMY COMMISSION EXPIRES NOTICE OF PUBLIC HEARING ON PLANS SPECIFICATIONS, FORM OF` CONTRACT AND ESTIMATED COST FOR THE DAVENPORT BRICK RECONSTRUCTION PROJECT IN THE CITY OOF IOWA CITY, 'O ALL TAXPAYERS OF THE D TOR O HER ITTyy INTERESTEED ' Public notice is hereby, van that the City Council of the CIt, of Iowa City Iowa, will con -duct a public hearing on plans, specifications, form of contract and estimated cost for the construction of the Davenport Brick Reconstruction Project in said city at 7:00 p.m. on the 2nd day of May, 2017 said meeting to be hold in the Emma J. Harvat Hall in the Cit, Hall, 410 E. Washington Stree in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. Said plans, specifications, form of contract 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 a pearat said meeting of the City of making objections to the purpose comments concerning said plans specifications, contract or the cost: of making said improvement. This notice is given by order of the City Counci of the City of Iowa City, Iowa and as provided by law. JULIE VOPARI LEUR DEEPUTY CITY F Prepared by. Dave Panos, Engineering Division, 410 E. Washington Sl., Iowa City, IA 52240, (319) 356-5145 RESOLUTION NO. 17-148 RESOLUTION APPROVING AGREEMENT, AND ESTIMAT DAVENPORT BRICK STREET EXECUTION OF A TEMPORJ WITH THE UNIVERSITY O SECURITY TO ACCOMPANY NOTICE TO BIDDERS, AND BIDS. PLANS, SPECIFICATIONS, FORM OF OF COST FOR THE CONSTRUCTION OF THE RECONSTRUCTION PROJECT, AUTHORIZING RY CONSTRUCTION EASEMENT AGREEMENT IOWA, ESTABLISHING AMOUNT OF BID EACH BID, DIRECTING CITY CLERK TO POST FIXING TIME AND PLACE FOR RECEIPT OF 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, a Temporary Construction Easement between the University of Iowa and City of Iowa City has been negotiated for the purpose of reconstructing curb ramps within the project corridor on University property to ADA compliance; and WHEREAS, the reconstruction of curb ramps as referenced herein will mutually benefit the University of Iowa and City of Iowa City as a part of the project; 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 Davenport Brick Street Reconstruction account # S3850. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA THAT: The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the 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 24'" day of May, 2017. 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 6'I' day of June, 2017, or at a special meeting called for that purpose. Resolution No. 17-148 Page 2 5. The Mayor and City Clerk are hereby authorized to execute and attest a temporary construction easement agreement with the University of Iowa to facilitate construction of this project. Passed and approved this 2nd day of ATTEST: Q CI RK May 20.017 MAWOR Approved by // 6M a .%d ry City Attorney's Office y 2s�1 Resolution No. 17-148 Page 3 It was moved by trims and seconded by Botchway the Resolution be adopted, and upon roll call there were: AYES: NAYS: x x x x x x ABSENT: X ABSTAIN: Botchway Cole Dickens Mims Taylor Thomas Throgmorton Q o I. IOWA LEAGUE 4fCITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Notice to Bidders - Davenport Brick Street Reconstruction Project Classified ID: 103256 A printed copy of which is attached and made part of this certificate, provided on 05/03/2017 to be posted on the Iowa League of Cities' internet site on the following date: MU33 , 2017 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 5/3/2017 Alan Kemp, Executive Director Post 5/3 NOTICE TO BIDDERS DAVENPORT BRICK STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 20 day of May, 2017. 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 6"' day of June, 2017, or at special meeting called for that purpose. The Project will involve Brick Street Reconstruction along Davenport Street between Clinton Street and Linn Street. The project will include the following: Excavation of 1202 cubic yards of Class 10; installation of 633 feet of storm sewer and associated structures; installation of 460 feet of water main with associated valves, fittings and fire hydrants; paving 2,755 square yards of Brick pavers with a 1" HMA setting bed above a 7" PCC slab, and 736 square yards of sidewalk; as well as clearing and grubbing, site work, grading, and associated construction activities. All work is to be done in strict compliance with the plans and specifications prepared by McClure Engineering Company, of North Liberty, Iowa, 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 Five (5) year(s) from and after its completion and formal acceptance by the City Council. AF -1 The following limitations shall apply to this Project: Specified Start Date: June 19, 2017 Specified Date of Substantial Completion: August 11, 2017 Incentive/Disincentive: $750 per calendar day ($10,000 Maximum Incentive) 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 McClure Engineering Company 1740 Lininger Lane North Liberty, Iowa 5231 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 McClure Engineering Company. 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. JULIE VOPARIL, DEPUTY CITY CLERK AF -2 .Julie Voparil From: Cindy Adams <CAdams@mbionline.com> Sent: Thursday, May 04, 2017 4:03 PM To: Julie Voparil Subject: Certificate for Notice to Bidders Attachments: 5.4.17 Notice To Bidders.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 - Davenport Brick Street Reconstruction Iowa City - Riverfront Crossing Park, Phase 1 Iowa City - Burlington Clinton Street Intersection Improvements Iowa City - City Park Cabin Restoration 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 4, 2017 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. May 4, 2017 ~ Date President/CEO of The Construction Update Plan Room Network Cindy Adams — Project Information Specialist Master Builders of Iowa 221 Park Street Des Moines, Iowa 50309 Phone: 515-288-7339 Fax: 515-288-8718 (e) mbialanroom-dsm@mbionline.com www.mbionline.com Project Information Fn .o0 Follow us on Social Medial � Facebook Post 5/3 RECEIVED NOTICE TO BIDDERS MAY 0 S 2017 DAVENPORT BRICK STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 2e day of May, 2017. 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 6° day of June, 2017, or at special meeting called for that purpose. The Project will involve Brick Street Reconstruction along Davenport Street between Clinton Street and Linn Street. The project will include the following: Excavation of 1202 cubic yards of Class 10; installation of 633 feet of storm sewer and associated structures; installation of 460 feet of water main with associated valves, fittings and fire hydrants; paving 2,755 square yards of Brick pavers with a 1" HMA setting bed above a 7" PCC slab, and 736 square yards of sidewalk; as well as clearing and grubbing, site work, grading, and associated construction activities. All work is to be done in strict compliance with the plans and specifications prepared by McClure Engineering Company, of North Liberty, Iowa, 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 fumish 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 Five (5) year(s) from and after its completion and formal acceptance by the City Council. AF -1 The following limitations shall apply to this Project: Specified Start Date: June 19, 2017 Specified Date of Substantial Completion: August 11, 2017 Incentive/Disincentive: $750 per calendar day ($10,000 Maximum Incentive) 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 McClure Engineering Company 1740 Lininger Lane North Liberty, Iowa 5231 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 McClure Engineering Company. 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 JULIE VOPARIL, DEPUTY CITY CLERK AF -2 __aH (-7) Prepared by: Dave Panos, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 3565145 RESOLUTION NO. 17-188 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Davenport Brick Street Reconstruction Project. WHEREAS, All American Concrete of West Liberty, Iowa, has submitted the lowest responsible bid of $926,881.40 for construction of the above-named project; and WHEREAS, funds for this project are available in the Davenport Brick Street Reconstruction account # S3850. 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 All American Concrete, 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 6th day of June 2017. -_. `��� MAWOR Approved by ATTEfazQ , dEPUTY CITY LERK 'City Attorney's Office �, /1/17 It was moved by Botchway and seconded by Dickens the Resolution be adopted, and upon roll call there were: AYES: NAYS: ABSENT: X Botchway X Cole X Dickens X Mims X Taylor X Thomas X Throgmorton Prepared by: Dave Panos, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 3565145 Resolution No. 18-137 Resolution accepting the work for the Davenport Brick Street Reconstruction Project Whereas, the Engineering Division has recommended that the work for construction of the Davenport Brick Street Reconstruction Project, as included in a contract between the City of Iowa City and All American Concrete of West Liberty, Iowa, dated June 6, 2017, be accepted; and Whereas, the Engineer's Report and the performance and payment bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Davenport Brick Street Reconstruction account #S3850; and Whereas, the final contract price is $ 885,874.27. 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 15th day of May 2018 Attest: City Clerk 4, f M or Approved by � City Attorney's Office It was moved by Botchway and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Botchway Cole Mims Salih Taylor Thomas Throgmorton