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HomeMy WebLinkAboutPEDESTRIAN MALL IMPROVEMENTSPEDESTRIAN MALL IMPROVEMENTS 06 -Jan -2018 Plans, Specs, proposal and contract 06 -Jan -2018 Res 18-35, setting a public hearing 12 -Feb -2018 Notice of Public Hearing 20 -Feb -2018 Res 18-51, approving plans, specs, form of agreement and estimate of cost. 21 -Feb -2018 Notice to Bidders 27 -Feb -2018 Notice of Public Hearing Storm Water Discharge 02 -Apr -2018 Res 18-100 awarding contract (Portzen Construction, Inc.) 06-04-2018 Performance and Payment Bond 26 -Dec -2019 Affidavit request for early release of retained funds (Portzen Construction) 13 -Nov -2020 Engineers Report 17 -Nov -2020 Res 20-259, accepting the work FILED 2016 FEB -6 PM 1: 33 CITY CLERK IOWA CITY. IOWA CITY OF IOWA CITY DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT FOR THE PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA February 6, 2018 DESIGN TEAM FOR: PEDESTRIAN MALL IMPROVEMENTS. IOWA CITY, IOWA OWNER: City of Iowa City Contact: Scott Sovers LANDSCAPE ARCHITECT: Genus Landscape Architects ARCHITECT: Neumann Monson Architects CIVIL ENGINEER: Shoemaker & Hoaland ELECTRICAL ENGINEER: SRF Consulting Group, Inc. STRUCTURAL ENGINEER: Raker Rhodes Engineering LIGHTING DESIGNER: Schuler Shook GEOTECHNICAL CONSULTANT: Terraccr TRAFFIC SIGNAL DESIGN AND ENGINEERING: SRF Consulting Group, Inc. FILED 2016 FEB -5 H I: 33 CIT Y CLERK INA CITY, IOWA DOCUMENT 000105 CERTIFICATIONS PAGE Pedestrian Mail Improvements, Iowa City, IA LANDSCAPE ARCHITECTURAL I hereby certify that the specifications for Landscape Architectural Work were prepared by me or under my direct supervision and that I am a duly Registered Landscape Architect under the laws of the State of Iowa. BRETT A. DOUGLAS U �--ZL,/��, 00399 1/26/18 ARCHITECTURAL I hereby certify that the specifications for Architectural Work were prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Iowa. STRUCTURAL /M, 1/26/18 I hereby certify that the specifications for Structural Work were prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Iowa. 0O Q ,,......, 0 - _,C crN 3 a ;ern o jib '".......,.. 12/18/17 CERTIFICATIONS 000105-1 DOCUMENT 000105 CERTIFICATIONS PAGE Pedestrian Mall Improvements, Iowa City, IA FILED LANDSCAPE ARC 2918 2818 FEB -6 PM 1 33 I hereby certify that th specifications for Landscape Architectural Work Of4pTqkPW or under my direct sup ision and that I am a duly Registered Landscape k"4c l laws of the State of Iowa. OF /0 ��9 BRETT A. DOUGLAS F Ei4 1V 00399 (ANOSCPV� ARCHITECTURAL I hereby certify that the specifications for Architectu I Work w re prepared by me or under my direct supervision and that I am a duly Registered Arc itect der the laws of the State of Iowa. STRUCTURAL I hereby certify that the specificati9fis for Structural Work were prepared by r'ye or under my direct supervision and that I am duly Registered Professional Engineer under" a laws of the State of Iowa. QFESSIONq� IDJAJ 1,W„p,,,,11YO'' 12/18/17 CERTIFICATIONS 0001 05-1 CIVIL I hereby certify that the specifications for Civil Work were prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Iowa. ROBERT W.'675i TOBW N O 12404 n Y—a T rn W 01117/2018 ELECTRICAL I hereby certify that the specifications for Electrical Work were prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Iowa. STEVE"iT,_ I p 21927 _ TRAFFIC SIGNALIZATION I hereby certify that the specifications for Traffic Signalization Work were prepared by me or under my direct supervision and that I am a dulv Registered Professional Enalneer under the laws of the State of Iowa. -1 / i :NICHOLAS J.. ERPELDING 24283 �'•,It-Lo-2o� Z•' END OF SECTION CERTIFICATIONS 0001 05-2 N O n Y—a T rn W n-< �C-)cn — r �r M -arn c� s 0 v _ a CERTIFICATIONS 0001 05-2 CIVIL I hereby certify that the specifications for Civil Work were prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the�pf tie �igte of Iowa. C !j 2018FEB -6 PM 1:33 ITERT �-4CITY CLERK TOBIN /bY,�,XI 12404 ^!� WA CITY, IOWA alnnzola ELECTRICAL I hereby certify that the specific 'ons for Electrical Work were prepared by me or under my direct supervision and that I am a my Registered Professional Engineer under the laws of the State of Iowa. _ STEVE , a HCHENRY �: 5 21927 a '''�""'uunpw �o`•`P"```� TRAFFIC SIGNALIZATION I hereby certify that the specifications for Traffic Signalizatio o were prepared by me or under my direct supervision and that I am a duly Reoist d Profess nal Enaineer under the laws of the State of Iowa. /7 .%% uw il�i.L • NICHOLAS J. 0 ERPELDINO:m= 24283 •,IL•LD Lm 17, FUIRX"MOM67111 CERTIFICATIONS 00 01 05 - 2 City of Iowa City Pedestrian Mall Improvements PROJECT COVER PAGE DESIGN TEAM CERTIFICATIONS TABLE OF CONTENTS INSTRUCTIONS TO BIDDERS Genus Project No. 16034 SPECIFICATIONS FILED TABLE OF CONTENTS 2018 FEB -6 Pae Number CITY CLERK IOWA CITY, IOWA NOTICE TO BIDDERS...................................................................................................... AF -1 NOTE TO BIDDERS.......................................................................................................... NB -1 FORM OF PROPOSAL.................................................................................................... FP -1 BIDBOND........................................................................................................................ BB -1 FORMOF AGREEMENT................................................................................................. AG -1 PERFORMANCE AND PAYMENT BOND..................................................................... PB -1 CONTRACT COMPLIANCE (ANTI -DISCRIMINATION REQUIREMENTS) .................. CC -1 WAGETHEFT 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 012300 Alternates........................................................................................... 01 23 00-1 Section 01025 Measurement and Payment.......................................................... 01025-1 Section 01 30 00 Progress and Schedules............................................................... 013000-1 Section 0150 00 Traffic Control and Construction Facilities ............................... 01 50 00-1 Section 015639 Temporary Tree and Plant Protection ......................................... 01 56 39-1 DIVISION 2 -EXISTING CONDITIONS Section 02220 Earth Excavation, Backfill, Fill and Grading .................................. 02220-1 Section 02270 Slope Protection and Erosion Control ........................................... 02270-1 Section 02 41 00 Demolitions, Removals and Abandonments ........................... 02 41 00-1 Section 02 41 19 Selective Demolition..................................................................... 0241 19-1 Section 02524 Curb Ramps......................................................................................... 02524-1 Section 02660 Water Distribution............................................................................... 02660-1 Section 02700 Sewers ................................................................................................... 02700-1 DIVISION 3 -CONCRETE Section 03 30 00 Cast -in -Place Concrete............................................................... 03 30 00-1 Section 03 30 50 Colored Concrete Finishes.......................................................... 03 30 50-1 DIVISION 4 - MASONRY Section 04 0140 Stone Cleaning of Existing Limestone Planter Walls ............. 04 01 40-1 Section 04 20 00 Unit Masonry .................................................................................. 04 20 00-1 Table of Contents . 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 DIVISION 5—METALS I Section OS 1200 Structural Steel Framing.............................FILED— .. OS 1200-1 Section 05 31 00 Steel Decking.............................................................................. 05 31 00-1 Section 05 53 05 Metal Gratings.........................................................................05 53 05-1 Section 05 75 00 Decorative Formed Metal ................ 318M. -b .... PH ... f.i 33657500-1 Section 06100 Waterproofing for Vaults................................CI.Ty.CLERK. 06100-1 IOWA CITY. IOWA Section 07 42 43 Composite Metal Panels........................................................... 07 42 43-1 DIVISION 8 TRAFFIC CONTROL Section 8010 Traffic Signals................................................................... 8010-1 Note: SUDAS Section 8010 Traffic Signals applies to this Project except as modified by supplemental specification included in this Document. DIVISION 10 -SPECIALTIES Section 10 73 16 Glass Canopies............................................................................. 10 73 16-1 DIVISION 11 Section 11 61 33 Stage Canopy Banner Rigging ................................................ 11 6133-1 DIVISION 12 -FURNISHINGS Section 12 93 00 Site Furnishings............................................................................... 12 93 00-1 DIVISION 26- ELECTRICAL Section 26 05 19 Electrical Power Wire and Cable ............................................. 26 05 19-1 Section 26 05 23 Control - Voltage Electrical Cables ........................................ 26 05 23-1 Section 26 05 26 Grounding and Bonding............................................................ 26 05 26 -1 Section 26 05 43 Underground Ducts and Raceways for Electrical Systems 26 05 43-1 Section 26 05 53 Identification for Electrical Systems ......................................... 26 05 53 -1 Section 26 09 61 Theatrical Lighting Control and Equipment .......................... 260961 -1 Section 26 24 16 Panelboards.................................................................................. 26 24 16-1 Section 26 27 13 Electricity Metering...................................................................... 26 27 13-1 Section 26 27 26 Wiring Devices............................................................................... 26 27 26-1 Section 26 56 10 Exterior Lighting Fixtures.............................................................. 26 56 10-1 Section 38 00 Telecommunications........................................................................ 3800-1 DIVISION 31 -EARTHWORK Section 31 10 00 Site Preparation............................................................................ 31 00 00-1 Section 31 66 00 Helical Pier....................................................................................... 31 6600-1 DIVISION 32- EXTERIOR IMPROVEMENTS Section 32 13 13 Portland Cement Concrete Paving ........................................ 32 13 13-1 Section 32 1400 Granite Paving.............................................................................. 321400-1 Section 32 14 13 Unit Pavers on Bitumen Setting Bed ........................................ 32 14 13-1 Section 32 14 13 Unit Pavers on Sand Setting Bed .............................................. 32 14 13-1 Section 32 18 13 Synthetic Grass Surfacing at Pet Station ................................ 32 18 13-1 Section 32 84 00 Irrigation Systems.......................................................................... 32 84 00-1 Section 32 93 00 Plants................................................................................................ 32 93 00-1 Accessibility Exceptions Certification Table of Contents - 2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Geotechnical Engineering Reports, dated October 5, 2017, as prepared by Terlgcpn CQpsytltants, Inc. FILED Pole Attachments 1. Wifi Equipment Specifications, Contact Steve Hoover, Ovation NeMWE&c.6teP,l44803 6200 Ext. 6239 2. Security Cameras, Contact Scott Savers, City of Iowa City, tel 319/356-91112Y CLERK 3. Small Cell Equipment, Contact Deborah Brown, SMJ International, t4mkofft2wV END OF TABLE OF CONTENTS Table of Contents - 3 NOTICE TO BIDDERS FILED PEDESTRIAN MALL IMPROVEMENTS 7818 FEB -6 FM 1: 33 Sealed proposals will be received by the City Clerk of the City of Iowa Cit 1�y u 00 P.M. on the 27th day of March, 2018. Sealed proposals will be opened immeAy }� the City Engineer or designee. Bids submitted by fax machine shall not bed c s 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 3rd day of April, 2018, or at special meeting called for that purpose. The Project will involve the following: Utility upgrades, new lighting, permanent stage canopy and shade structure, full paving replacement, site improvements and plantings. All work is to be done in strict compliance with the plans and specifications prepared by Genus Landscape Architects, of Des Moines, 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 accompanied in a sealed envelope, separate from the one containing the proposal, by 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. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred 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. A non -mandatory Pre -Bid Meeting will be held on March 19, 2018 at 1:30PM at the Emma J. Harvat Hall (Iowa City City Hall, 410 E. Washington Street, Iowa City, Iowa, 52240). The following limitations shall apply to this Project: Phase IA: Late Start Date: April 30, 2018 Substantial Completion' Date: July 31, 2018 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 Phase 1 Alley Critical Closure 14 Allowable Closure Days Incentive / Disincentive: $1000/Day Maximum Incentive: $5000 AF -1 Note: Once alley is closed, it is to remain closed until completion of all work. Phase 1 B• FILED Late Start Date: April 30, 2018 Substantial Completion' Date: October 31, 2018 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 Phase 2: Early Start Date: May 13, 2019 Substantial Completion* Date: October 31, 2019 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 2018FEB -6 PM 1:33 CITY CLERK IOWA CITY- 101A 'Substantial completion is defined as the state in the progress of Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 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 Technigraphics, 415 Highland Ave, # 100, Iowa City, Iowa, 52240, by bona fide bidders. A $50 deposit is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The deposit shall be refunded upon return of the Contract Documents within fourteen days after the award of the Project. If the Contract Documents are not returned within fourteen days after award and in a reusable condition, the deposit shall be forfeited. 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 re- quired 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. Published upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK AF -2 2. 3. NOTE TO BIDDERS FILE® 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 oneuu�ici QQI reference. Award of the bid or use of specific subcontractors mapll�i�ni�d ��fldt favorable references are not verified or may be denied based on past experien a on projects with the City of Iowa City. CITY pLERk IOWA CITY, IOWA References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. Bid submittals are: Envelope 1: Bid Bond and Bidder Status Form Envelope 2: Form of Proposal NEI -1 FORM OF PROPOSAL FILED PEDESTRIAN MALL IMPROVEMENTS CITY OF IOWA CITY 2918 FEB -6 PM I: 33 NOTICE TO BIDDERS: CITY CLERK PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IfI0VVLA0Jl`)6jQMME OF THE SPECIFICATIONS. SEPARATE COPIES OF THIS FORM ARE CONTAINED 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 FORM OF PROPOSAL ITEM NO. REM DESCRIPTION UNIT UNIT PRICE PHASE ESTIMATED QUANTITY PHASEI EXTENDED AMOUNT PHASE2 ESTIMATED QUANTITY PHASE2 EXTENDED AMOUNT TOTAL PRICE SITE CLEARING 6 DEMOLITION, SURVEYING AND EARTHWORK 1 MOBILIZATION LS 0.5 0.5 2 CONSTRUCTION SURVEY LS 0.5 0.5 3 CONSTRUCTION TRAILER / FIELD OFFICE LS 0.5 0.5 FILTER SOCKS LF 785 390 5 TEMPORARY FENCING, CHAIN LINK, 721N. HEIGHT LF 1,836 1,372 FENCE, TREE PROTECTION, CHAINLINK PANELS LF 192 628 7 FENCE, TREE PROTECTION, HIGH DENSITY POLYETHYLENE FENCING LF 498 455 8 TREE TRUNK WRAP EA 18 24 9 REMOVAL OF PCC PAVEMENT SV 842 640 10 REMOVAL OF TRAFFIC SIGNALQATION LS 0 1 11 TEMPORARY SURFACING LS 0.5 0.5 12 REMOVALS PER PLAN LS 0.5 0.5 13 REMOVAL OF PCC STAIR AND FOUNDATION SF 510 0 14 REMOVAL OF PCC PERRON LF 183 0 15 REMOVAL OF UNIT PAVERS SV 4,400 3.860 16 REMOVAL OF LIMESTONE PLANTER WALL EA 415 182 17 REMOVAL OF PUBLIC ARTWORK AND FOOTING (DOROTHY AND TREASURE ISLAND] EA 2 0 18 REMOVE AND REINSTALL PUBLIC ARTWORK AND FOOTING SOLAR MARKER, BALANCE IN PLACE, JAZZ AND TIES THAT BIND 2 2 19 REMOVAL OF EXISTING TREE AND STUMP EA 25 20 20 REMOVAL OF SHRUB AND GROUNDCOVER PLANTINGS SF 6.138 2.369 21 WATER MAIN ABANDONMENT LS 1 0 22 INSTALL DRINKING FOUNTAIN LS 0 1 23 ADJUST EXISTING FIRE HYDRANT EA 0 3 24 REMOVE FIRE HYDRANT ASSEMBLIES EA 3 0 25 REMOVE SANITARY SERVICE LINE LF 0 10 26 REMOVAL OF EXISTING 121N. X 361N. INTAKE EA 4 2 27 REMOVAL. OF EXISTING SMALL AREA DRAINS EA 4 0 28 REMOVAL OF EXISTING TRENCH DRAINS LF 122 0 29 REMOVE LIBRARY SIGN AND FOOTING, SALVAGE AND REINSTALL SIGN EA 0 1 30 REMOVE PARKING METER WITH ADA SIGN AND STOP SIGN AT LINN ST. AND REINSTALL EA 0 2 31 IREMOVE ELECTRICAL OUTLET EA 44 23 32 REMOVE DAMAGED LIMESTONE ART WALL AT WEATHER DANCE FOUNTAIN LF 20 0 33 EXCAVATION, CLASS 10 UNSUITABLE CV 300 200 34 TREE GATOR BAGS AT EXISTING TREES EA 18 24 35 TRAFFIC CONTROL LS 1 0.5 0.5 36 SWPPP MANAGEMENT AND RECORD KEEPING LS 0.61 0.5 37 REMOVE DAMAGED GRANITE PAVER AT WEATHER DANCE FOUNTAIN Sf 46 0 38 REMOVE AND REINSTALL ANEMOMETER LS 1 0 39 CLEANOUT REMOVAL[ STORM] EA 1 0 0 IREMOVE MANHOLE EA 1 0 1 REMOVE STORM PIPE, 121N. ROP LF 51 12 N 2 REMOVE STORM PIPE, 151N. RCP LF 45 0 3 REMOVE STORM PIPE, 241N. ROP LF REMOVAL OF WATER MAIN, 121N. LF 12 =12 W 5 REMOVAL OF WATER MAIN, 101N. LF 7 .{0 8 REMOVAL OF WATER MAIN. 81N. LF 46 rp 7 REMOVAL OF WATER MAIN, 61N. LF 10 "G e VALVE REMOVAL, 101N. GATE EA 1 18 VALVE REMOVAL,8IN. GATE EA 1 50 REMOVE WATER APPURTENANCES ]MISCELLANEOUS ] LS 0.5 D 0.5 UTILITIES 51 IWATER MAIN, TRENCHED, DIP, 121N. LF 1 1 348 i 12 52 ITER MAIN, TRENCHED, DIP, 81N. LF I ol 195 53 jFrrTINGS BY WEIGHT, DI LB 1 1.4901 1 715 FP -2 FORM OF PROPOSAL REM NO. ITEM DESCRIPTION UNIT UNIT PRICE PHASE ESTIMATED QUANTITY I PHASE EXTENDED AMOUNT PHASE2 ESTIMATED QUANTITY PHASE EXTENDED AMOUNT TOTAL PRICE SITE CLEARING4 DEMOLMOO(.SURVEYING AND EARTHWORK I MOBILIZATK3N LS 0.5 0.5 2 CONSTRUCTION SURVEY N, LS 0.5 0.5 3 CONSTRUCTION TRAILER I FIELD kFICE LS 0.5 0.5 4 FILTER SOCKS LF 785 390 5 TEMPORARY FENCING. CHAIN LWK,721. EIGHT LF 1,836 1,372 6 FENCE. TREE PROTECTION, CHAINLINK PAN S LF 192 528 7 FENCE, TREE PROTECTION, HIGH DENSITY POL ENE FENCING LF 498 455 8 TREE TRUNK WRAP EA 18 24 9 REMOVAL OF PCC PAVEMENT BY 842 840 10 REMOVAL OF TRAFFIC SIGNALIZATION LS 0 1 11 TEMPORARY SURFACING LS 0.5 0.5 12 REMOVALS PER PLAN LS 0.5 0.5 13 REMOVAL OF PCC STAIR AND FOUNDATION SF 510 0 14 REMOVAL OF PCC PERRON LF 183 0 15 REMOVAL OF UNIT PAVERS BY 4,400 3,880 16 REMOVAL OF LIMESTONE PLANTER WALL [ SALVAGE FOR REUSE, ASSUME REMOVAL OF ALL EXISTING LIMESTONE ] 415 182 17 REMOVAL OF PUBLIC ARTWORK AND FOOTING[ DOROTHY AND TREASURE ISLAND ] EA 2 0 18 REMOVE AND REINSTALL PUBLIC ARTWORK AND FOOTING I SOLAR MARKER, BALANCE IN PLACE, JAZZ AND TIES THAT BIND ] EA 2 2 19 REMOVAL OF EXISTING TREE AND STUMP EA 25 20 20 REMOVAL OF SHRUB AND GROUNDCOVER PLANTINGS SF 36 2,369 21 WATER MAIN ABANDONMENT LS 0 22 INSTALL DRINKING FOUNTAIN LS 0 1 23 ADJUST EXISTING FIRE HYDRANT EA 0 3 24 REMOVE FIRE HYDRANT ASSEMBLIES EA 3 0 25 REMOVE SANITARY SERVICE LINE LF 0 10 26 REMOVAL OF EXISTING 121W X W IN. INTAKE EA 4 2 27 REMOVAL OF EXISTING SMALL AREA DRAINS EA 4 28 REMOVAL OF EXISTING TRENCH DRAINS LF 122 0 29 REMOVE LIBRARY SIGN AND FOOTING, SALVAGE AND REINSTALL SIGN EA 0 1 30 REMOVE PARKING METER. ADA SIGN AND STOP SIGN AT LINN ST. AND REINSTALL EA 0 2 31 REMOVE ELECTRICAL OUTLET N 23 32 REMOVE DAMAGED LIMESTONE ART WALL AT WEATHER DANCE FOUNTAIN X300 20 0 33 EXCAVATION, CLASS 10 UNSUITABLE 200 34 TREE GATOR BAGS AT EXISTING TREES EA 18 24 35 TRAFFIC CONTROL LS 05 0.5 36 SWPPP MANAGEMENT AND RECORD KEEPING LS 0.5 0.5 37 REMOVE DAMAGED GRANITE PAVER AT WEATHER DANCE FOUNTAIN SF 52 0 38 REMOVE AND REINSTALL ANEMOMETER LS 1 0 39 CLEANOUT REMOVAL (STORM EA 1 0 40 REMOVE MANHOLE EA 1 0 41 REMOVE STORM PIPE, 121N. RCP LF 51 12 N 42 REMOVE STORM PIPE, 151N. RCP LF 45 '� 0 43 REMOVE STORM PIPE, 241N. RCP LF 8 0 -1n 44 REMOVAL OF WATER MAIN, 121N, LF 12 f.1 ` 12 rrr- 45 REMOVAL OF WATER MAIN, 101N. LF 7 (� 0 46 REMOVAL OF WATER WIN, 81N. LF 46 "-fin 0 47 REMOVAL OF WATER MAIN, 61N. LF 10 rn 48 VALVE REMOVAL. 12 IN. GATE EA 1 4BVALVE REMOVAL, 81N, GATE EA 1 RF> 50 REMOVE WATER APPURTENANCES ISCELLANEOUSI LS 0.5 UTILITIES nM 51 WATER MAIN, MENCHEO.DIP IN. LF 348 12 52 WATER MAIN, TRENCHED, P, B IN. LF 0 %5 T1 53 FITTINGS BY WEIGHT, DI I LS 1,490 1 1 7151 FP -2 FORM OF PROPOSAL ITEM NO. ITEM DESCRIPTION UNIT UNIT PRICE PHASEI ESTIMATED QUANTITY PHASE' EXTENDED AMOUNT 2 P E E E E D D A TOTAL PRICE SITE CLEARING 8 DEMOLITION, SURVEYING AND EMTHWORK 1 MOBILVATION LS 0.5 0.6 2 CONSTRUCTION SURVEY LS 0.5 J 3 CONSTRUCTION TRAILER/FIELD OFFICE LS 0.5 5 4 FILTER SOCKS LF 785 0 5 TEMPORARY FENCING. CHAIN LINK. 721N. HEIGHT LF 1,836 1, I 6 FENCE, TREE PROTECTION. CHAINLINK PANELS LF 192 4 528 7 FENCE, TREE PROTECTION, HIGH DENSITY POLYETHYLENE FENCING LF 498 455 6 EE TRUNK WRAP EA 18 24 9 RE AL OF PCC PAVEMENT BY 842 810 10 REMOV F TRAFFIC SIGNALLZATKX4 LS 0 1 II TEMPORARY RFACING LS 0.5 0.5 12 REMOVALS PERP LS 0.5 O6 13 REMOVAL OF PCC STA ND FOUNDATION SF 51,# 0 14 REMOVAL OF PCC PERROPTl, LF 0 15 REMOVAL OF UNIT PAVERS BY ,400 3,860 16 REMOVAL OF LIMESTONE PLANTER LL (SALVAGE FOR REUSE, ASSUME REMOVAL OF ALL EXISTING LIMESTON EA 415 182 17 REMOVALOFPUBLICARTWORKANDFOO GIDOROTHYANDTREASURE ISLAND EA 2 0 18 REMOVEANDREINSTALLPUBLICARTWORKAN OOTINOISOLARMMKER, BALANCE IN PLACE, JAZZ AND TIES THAT BIND ] EA 2 2 19 REMOVAL OF EXISTING TREE AND STUMP EA 25 20 20 REMOVAL OF SHRUB AND GROUNDCOVER PLANTINGS $F 6,136 2,369 21 WATER MAIN ABANDONMENT LS ' 0 22 INSTALL DRINKING FOUNTAIN LS 0 1 23 ADJUST EXISTING FIRE HYDRANT EA1 0 3 24 REMOVE FIRE HYDRANT ASSEMBLIES 3 0 25 REMOVE SANITARY SERVICE LINE LF 0 10 26 REMOVAL OF EXISTING 121N. X 361N. INTAKE EA 4 2 27 REMOVAL OF EXISTING SMALL AREA DRAINS 4 0 28 REMOVAL OF EXISTING TRENCH DRAINS LFN 122 0 29 REMOVE LIBRARY SIGN AND FOOTING, SALVAGE AND REINSTALL SIGN EA 0 1 30 REMOVE PARKING METER, ADA SIGN AND STOP SIGN AT LINN ST. AND INSTALL EA 0 2 31 REMOVE ELECTRICAL OUTLET EA M 23 32 REMOVE DAMAGED LIMESTONE ART WALL AT WEATHER DANCE F UNTAIN LF 20 0 33 EXCAVATION, CLASS 10 UNSUITABLE CY Nk248 1,301 34 TREE GATOR BAGS AT EXISTING TREES EA 24 35 TRAFFIC CONTROL LS 0.5 0.5 36 SWPPP MANAGEMENT AND RECORD KEEPING LS 0.5 0.5 37 REMOVEDAMAGEDGRANITEPAVERATWEATHERD CEFOUNTAIN SF 52 0 36 REMOVE AND REINSTALL ANEMOMETER LS 1 0 38 CLEANOUT REMOVAL I STORMS EA 1 0 40 REMOVE MANHOLE EA 1 0 41 REMOVE STORM PIPE, 121N. RCP LF 611 12 42 REMOVE STORM PIPE, 16 IN. RCP LF 45 0 43 REMOVE STORM PIPE, 241N. RCP LF 8 0 44 REMOVAL OF WATER MAIN, 121N, LF 12 12 45 REMOVAL OF WATER WIN, 101 LF 7 0 46 REMOVAL OF WATER MAIN, 8$ LF 46 0 47 REMOVAL OF WATER MAIN, IN. LF 10 194 48 VALVE REMOVAL, 101N. TE EA 1 0 49 VALVE REMOVAL, 81N. ATE EA 1 0 50 REMOVE WATER APP RTENANCES [ MISCELLANEOUS] LS 0.51 0.5 UTILITIES WATER MAIN, TRE HED, DIP, 121N. LF 348 72 S51 5p WATER MAIN, TRE CHED, DIP, B IN. I LF I I ol 1 195 53 IFITTINGS BY WEI HT, DI 1US 1 1 1,4901 715 FP -2 S4 VALVE, GATE, DIP, 81N, EA 0 1 55 VALVE, GATE, DIP, 121N. EA 3 2 56 FIRE HYDRANT ASSEMBLIES EA 3 0 57 WATER SERVICE, 81N. EA 4 0 56 WATER SERVICE, 61N. EA 1 0 59 WATER SERVICE, 41N. EA 3 0 60 WATER SERVICE, 21N. TYPE K COPPER EA 2 0 61 WATER SERVICE, 1.51N. TYPE K COPPER EA 2 0 62 WATER SERVICE, 1 IN. TYPE K COPPER EA p 1 3 TELECOM VAULTS, 48 IN. X 48 IN. X 51 IN. EA 4 4 64 TELECOM HANDHOLES 30 IN. X 481N. X 36 IN. EA 0 3 65 HDPE CARRIER DUCT, 21N., INCLUDING PULL TAPE AND TRACER WIRE [ TRENCHED LF 2,180 1,634 66 HDPE CARRIER DUCT, 1.25 IN.. INCLUDING PULL TAPE AND TRACER WIRE [ TRENCHED[ LF 80 16 67 61N. PAVING SUBDRAIN I CLINTON STREET I LF 0 122 68 41N. DRAIN TILE LF 1,696 891 69 41N. DRAIN TLE OUTLETS INTO STRUCTURES EA 14 9 70 CHANGE OUT EXISTING MANHOLE FRAMES AND LIDS EA 0 3 71 STORM SEWER MANHOLE ADJUSTMENT EA 0 1 72 251N. X 251N. AREA INTAKE INSTALLATION EA 8 7 73 161N. X 161N. AREA INTAKE INSTALLATION EA 2 0 74 61N. CLEANOUT I SANITARY -SIAMESE I EA 0 1 75 121N. DIA RCP STORM SEWER LF 216 174 76 151N. DIA RCP STORM SEWER LF 80 19 77 241N. DIA. RCP STORM SEWER LF 8 0 78 STANDARD 481N. DIAMETER STORM MANHOLE EA 5 4 79 INTAKE TOP AND THROAT REMOVAL AND REPLACEMENT EA 0 1 SO ALLEY INTAKE TOP REMOVAL AND REPLACEMENT LS 1 0 81 SANITARY SEWER SERVICE LINE EA 0 1 82 TRENCH FOUNDATION MATERIAL TON 30 25 83 ELECTRICAL CIRCUIT LF 56]2 3365 84 HANDHOLE JUNCTION BOX EA 6 4 85 CONTROL CABINET EA 3 1 86 0.]51N. ELECTRICAL DUCT LF 1,892 625 87 1.51N. ELECTRICAL DUCT LF 600 2,450 88 31N. ELECTRICAL DUCT LF 105 290 89 PEDOC POWER PEDESTAL AND FOOTING, 20 AMP 120 VOLT EA 34 21 90 PEDOC POWER PEDESTAL AND FOOTING, 30 AMP 250 VOLT EA 2 0 91 STAGE SUPPORT: WATERPROOF IN -GRADE BOXES AND 121N. CABLE SLEEVE LS 1 0 TRAFFIC SIGNALRATKIN 92 TRAFFIC SIGNALRATION LS p 1 LIGHTING 93 TYPE SA 2T-10' POLE WITH ROADWAY FIXTURE AND BANNER ARMS EA 0 1 94 TYPE SAI 2T-10' POLE WITH ROADWAY FIXTURE AND BANNER ARMS EA 0 1 95 TYPE SA225'POLE WITH ROADWAY FIXTURES AND BANNERS ARMS EA 0 2 96 TYPE SO WALL UPLIGHT EA ] 0 of 97 TYPE SF PEDESTRIAN MALL POLE EA 29 - 2p 98 TYPE SGI SURFACE TREE UPLIGHT EA 18 99 TYPE SJ STORY WALL UPLIGHT EA 9 m 100 TYPE SL INTEGRAL FOUNTAIN LIGHTING EA 6 101 TYPE SO SEATING AREA POLE EA i 102 TYPE S01 SEATING AREA POLE EA 1 103 TYPE SP PERFORMANCE AREA FRONT EA 4 $ 104 TYPE SO FOUNTAIN TOP LIGHT EA 4lic 105 TYPE SR SCULPTURE UPLIGHT EA / 4 PAVING AND HARDSCAPE JP 106 COLUMN FOUNDATIONS[ PERMANENT STAGE CANOPY] LS 1 0 107 COLUMN FOUNDATIONS[BHMP STAGE CANOPY I LS 1 0 106 JUMESTONE PLANTER WALL FOUNDATION CY 2141 1 115 109 IPAVEMENT TYPE A 6 IN. PCC SIDEWALK AND PEDESTRIAN RAMPS I SY I 8 567 FP-3 51 VAL ,GATE, DIP, 81N, EA 0 1 55 VALVE. TE, DIP, 121N. EA 3 2 56 FIRE HVD TpSSEMBLIES EA 3 57 WATER SERV] .81N. EA q 58 WATER SERVICE, IN. EA 1 0 59 WATER SERVICE, 4 . EA 3 0 8p WATER SERVICE, 21 TYPE K COPPER EA 2Zulu 0 61 WATER SERVICE, 1.51N. EKCOFFER EA 2 0 62 WATER SE RVICE,I IN. KCOPPER EA 0 63 TELECOM VAULTS, U IN. X 4!t. X 51 IN. EA q 10 fAq 64 TELECOM HANDHOLES 30 IN. X IR IN. X 36 IN. EA 0 3 65 HDPE CARRIER DUCT, 2 IN., Mir' I IblGPULL TAPE AND TRACER WIRE[ TRENCHED] LF 2,180 1,634 66 HDPE CARRIER DUCT, 1251N., INCLUDIPULL TAPE AND TRACER WIRE[ TRENCHED] LF Sol 18 87 6 IN. PAVING SUBDRAIN I CLINTON STREET [ LF 0 122 68 4 IN. DRAIN TILE LF i'698 891 69 4 IN. DRAIN TILE OUTLETS INTO STRUCTURES EA 14 70 CHANGE OUT EXISTING INTAKE AND MANHOLE LIDS EA 0 3 71 STORM SEWER MANHOLE ADJUSTMENT EA 0 1 72 251N. X 251N, AREA INTAKE INSTALLATION EA 8 7 73 161N. X 16 IN. AREA INTAKE INSTALLATION EA 2 0 74 61N. CLEANOUT(SANITARYSIAMESE I EA 0 1 75 121N. DIA. RCP STORM SEWER LF 216/174 76 151N. DIF. RCP STORM SEWER LF 19 77 241N. DIA. RCP STORM SEWER LF 8 0 78 STANDARD 481N. DIAMETER STORM MANHOLE EA 5 4 79 INTAKE TOP AND THROAT REMOVAL AND REPLACEMENT EA 0 i 80 ALLEY INTAKE TOP REMOVAL AND REPLACEMENT LS 1 0 B1 SANITARY SEWER SERVICE LINE 0 1 82 TRENCH FOUNDATION MATERIAL TO 30 25 83 ELECTRICAL CIRCUIT 5672 3.365 80 HANDHOLE JUNCTION BOX (17 IN. X 30 IN. EA 9 4 85 CONTROL CABINET EA 3 1 86 0.751N. ELECTRICAL DUCT LF 1 692 625 87 1.51N. ELECTRICAL DUCT LF 600 2,450 88 31N. ELECTRICAL DUCT LF 105 290 89 PEDOC POWER PEDESTAL AND FOOTING, 20 AMP 120 VOLT EA 34 21 90 PEDOC POWER PEDESTAL AND FOOTING, 30 AMP 250 VOLT EA 2 0 91 STAGE SUPPORT. WATERPROOF IN -GRADE BOXES AND IN. CABLE SLEEVE LS 0 TRAFFIC SIGNAL17ATION 92 TRAFFIC SIGNALLATION LS p 1 LIGHTING 93 TYPE SA 2T-10' POLE WITH ROADWAY FLXTU AND BANNER ARMS EA 0 1 94 TYPE SAI 2TAW POLE WITH ROADWAY RE AND BANNER ARMS EA 0 1 95 TYPE SA226'POLE WITH ROADWAY RES AND BANNERS ARMS EA 0 2 96 TYPE SO WALL UPLIGHT EA 7 0 97 TYPE SIF PEDESTRIAN MALL POLE EA 29 20 88 TYPE SGI SURFACE TREE UPL1,AT EA 16 99 TYPE SJ STORY WALL UPLK3 EA 9 5 100 TYPE SLINTEGRAL FOUN IN LIGHTING EA 6 0 101 TYPE SO SEATING OLE EA 1 0 102 TYPE SOI SEATING FA POLE EA 1 0 103 TYPE SP PERFOR NCE AREA FRONT EA 4 0 104 TYPESOFOUNINTOPLIGHT EA 4 0 105 TYPE SR SC TURE UPLIGHT EA 0 4 PAVING AND HARDSCAPE 108 COLUMN FOUNDATIONS [ PERMANENT STAGE CANOPY[ LS1 0 107 COLUMN FOUNDATIONS] BHMP STAGE CANOPY] LS 1 0 108 LIMESTONE PLANTER WALL FOUNDATION I CY 1 2141 115 109 I PAVEMENT TYPE A. 61N. PCC SIDEWALK AND PEDESTRIAN RAMPS I SV I 1 8 1 561 FP -3 110 PAVEMENT TYPE S. a IN. PCC CLINTON STREET PAVING AND CURB TYPE A AND CURB TYPE B BY 40 5112 111 PAVEMENT TYPE C, a CM PAVER WITH SAND SETTING BED BY 4.541 2.M 112 PAVEMENT TYPE C. 8 IN. PCC SUBSLAB BY 4.64 2.M 113 PAVEMENT TYPE D, 8 CM PAVER WITH ASPHALT SETTING BED AND MASTIC BY 0 70 114 PAVEMENT TWE D,9IN. PCC SUBSLAB AT CLINTON STREET CROSSWALKS BY 0 70 115 MODIFIED SUBBASE CY 2072 1]43 116 PAVEMENT TYPE E, 5 CM PAVER, LEVELING SAND AT EXISTING TOPPING SLAB BY 17 0 117 PAVEMENT TYPE F. 8 CM PAVER WITH ASPHALT SETTING BED AT EXISTING VAULT BY 381 1 0 118 PAVEMENT TYPE G, GRANITE PAVER AND GROUT SETTING BED SF 42 0 119 RESTRAINNGT AT PLANTING AREA 10.251N. X 31N. X 4 IN. GALV ZED STEEL ALE =ZED LF 152 668 120 PAVEMENT TYPE B, 91N. INTEGRAL COLORED PCC AT WEATHER DANCE FOUNTAIN BY 88 0 121 PCC STEP LF 70 0 122 PCC CURB TYPE LF 0 70 123 ITRENCH DRAIN AT WEATHER DANCE FOUNTAIN LF 100 0 124 INSTALLATION OF SALVAGED LIMESTONE PLANTER WALL EA 409 137 125 PCC BAND AT STAGE + PCC BAND AT UNIT PAVERS • RAISED PCC BAND AT STAGE . POC EDGE AT SHARE PATIO BY 10 0 126 PCC STAIR EA 3 0 127 PCC STAIR HANDRAIL LF N 0 148 GRANITE STEPS AND GRANITE PLATFORM SF IN 39 129 CUTTING OF EXISTING LIMESTONE PLANTER WALL PIECES EA 120 32 130 LIMESTONE PLANTER WALL, NEW LIMESTONE EA 353 72 131 IBILACK HAWK MINI PARK STORY WALL EA 1 0 132 CLINTON STREET STORY WALL EA 1 01 1 133 PET AREA SF 0 75 134 DETECTABLE WARNING PLATES, CAST IRON SF 0 95 135 GRANITE PAVER INLAY AT WEATHER DANCE FOUNTAIN SF 9 0 136 GRANITE STEPS AND GRANITE PLATFORM FOOTING CY 26 11 137 LIGHT POLE FOOTING EA 31 24 138 PAVEMENT MARKINGS LS 0 1 139 SCREEN AT TRANSFORMER LS 1 0 140 LIMESTONE BENCH AND FOOTING LF 65 45 141 INSTALLATION OF NEW LIMESTONE ART WALL AT WEATHER DANCE FOUNTAIN LS 1 0 142 INSTALLATION OF SALVAGED LIMESTONE ART WALL FROM WEATHER DANCE FOUNTAIN ART PIECE EA I 0 WATERPROOFING 143 NEW WATERPROOFING AT MERGE ENTRY SF 275 0 LANDSCAPING 144 AMEND EXISTING PLANTING SOILS I APPLY FERTILIZER PER MANUFACTURER'S RECOMMENDATIONS I LS 0.5 0.5 145 PLANTING SOILS CY 690 200 146 TREES, V-& HT, FURNISHED AND INSTALLED EA 2 0 147 TREES, 10'-17 HT, FURNISHED AND INSTALLED EA 2 3 148 TREES, 21N. CAL, FURNISHED AND INSTATED EA 4 0 N 149 TREES. 2.51N. CAL, FURNISHED AND INSTALLED EA 1 9 150 TREES. 31N. CAL, FURNISHED AND INSTALLED EA g g 151 ITIREEli. 4IN. CAL, FURNISHED AND INSTALLED EA S . q 152 TREES, 61N. CAL, FURNISHED AND INSTALLED EA I 0 153 SHRUBS, 151N. HT, FURNISHED AND INSTALLED EA 33 5 cr% 154 SHRUBS, IS IN. HT, FURNISHED AND INSTALLED EA 47 i I SHRUBS. 241N. HT, FURNISHED AND INSTALLED EA 24 0 = 156 SHRUBS. 301N. HT, FURNISHED AND INSTALLED EA 12 157 SHRUBS, 361N. HT, FURNISHED AND INSTALLED EA 14 11 158 SHRUBS, 43 CONT. FURNISHED AND INSTALLED EA 24 6 cp 159 PERENNIALS, M1 CONT, FURNISHED AND INSTALLED EA 1.710 553 I60 PERENNIALS. #2 CONT, FURNISHED AND INSTALLED EA 7 26 181 PERENNIALS. k3 CO NT, FURNISHED AND INSTALLED EA 33 46 164 JGFtOUNDCOVER. 61 CONT, FURNISHED AND INSTALLED EA 3251 689 163 IGROUNDCOVER. i2 CONT, FURNISHED AND INSTALLED EA 401 1 0 FP -4 110 PAVEMENT TYPE S.9IN, PCC CLINTON STREET PAVING AND CURB TYPE A AND CURB TYPE B BY 40 562 PAVEMENT TYPE C, B CM PAVER WITH BAND SETTING BED BY 00 112 N113154 PAVEMENT TYPE C, 81N. PCC SUBSLAB By d 540 29b Lin PAVEMENT TYPE D, 8 CM PAVER WITH ASPHALT SETTING BED AND MASTIC BY 0 70 114 eAVEMENT TYPE 0,9IN. PCC SUBSLAB AT CLINTON STREET CROSSWALKS BY 0 70 115 KkDIFIED SUBBASE CY 2.072 WM 116 PA ENT TYPE E, 5 CM PAVER, LEVELING SAND AT EXISTING TOPPING SLAB BY 17 117 PAVEMEN TYPE F. B CM PAVER WITH ASPHALT SETTING BED AT EXISTING VAULT BY 30 118 PAVEMENT EG, GRANITE PAVER AND GROUT SETTING BED SF 621 0 119 PAVER EDGE R TRAINT AT PLANTING AREA 10.25 IN. X 3 IN. X d IN. GALVANIZED STEEL ANGLE) LF 152 668 120 PAVEMENT TYPE B, 9 . INTEGRAL COLORED PCC AT WEATHER DANCE FOUNTAIN BY 88 0 121 PCC STEP LF 70 0 122 PCC CURB TYPE C LF 9 70 123 TRENCH DRAIN AT WEATHER DA E FOUNTAIN LF 00 0 124 INSTALLATION OF SALVAGED LIMES NE PLANTER WALL EA 409 137 125 PCC BAND AT STAGE - PCC BAND AT PAVERS + RAISED PCC BAND AT ISTAGE - PCC EDGE AT SHARE PATIO BY 10 0 126 PCC STAIR EA 3 0 127 PCC STAIR HANDRAIL LF 44 0 128 GRANITE STEPS AND GRANITE PLATFORM IF 156 39 in CUTTING OF EXISTING LIMESTONE PLANTER WALL P CES EA 120 32 130 LIMESTONE PLANTER WALL, NEW LIMESTONEE 353 72 101 BLACK HAWK MINI PARK STORY WALL A 11 0 132 CLINTON STREET STORY WALL EA 0 1 133 PET AREA SF 0 75 134 DETECTABLE WARNING PLATES, CAST IRON SF 0 95 135 GRANITE PAVER JOINTS- CLEAN AND REGROUT AT WEATHER DANC NTAIN LS 1 0 136 GRANITE STEPS AND GRANITE PLATFORM FOOTING CY 26 8 137 LIGHT POLE FOOTING EA 31 24 138 PAVEMENT MARKINGS LS 0 1 139 SCREEN AT TRANSFORMER LS 1 0 140 LIMESTONE BENCH AND FOOTING LF 65 45 141 INSTALLATION OF NEW LIMESTONE ART WALL AT WEA DANCE FOUNTAIN L 1 0 142 INSTALLATION OF SALVAGED LIMESTONE ART WALL F M WEATHER DANCE FOUNTAIN ART PIECE EA 4 0 WATERPROOFING 143 NEW WATERPROOFING AT MERGE ENTRY SF 275 0 LANDSCAPING 144 AMEND EXISTING PLANTING SOILS [APPLY RTILIZER PER MANUFACTURER'S RECOMMENDATIONS) LS 1 1 145 PLANTING SOILS CY 690 200 146 TREES, 6'-8' HT, FURNISHED AND INST LED EA 2 0 147 TREES, 10'-12'HT, FURNISHED AND STALLED EA 3 148 TREES, 21N. CAL, FURNISHED ANgANSTALLED EA 4 0 148 TREES, 2.51N, CAL, FURNISHED ND INSTALLED EA 1 9 150 TREES, 31N. CAL, FURNISHED ND INSTALLED EA 9 9 161 TREES, 41N. CAL, FURNISHE AND INSTALLED EA 8 4 152 TREES, 6IN. CAL, FURNISH D AND INSTALLED EA 1 0 153 SHRUBS, 151N, HT, FUR_ HED AND INSTALLED EA 33 SHRUBS, 181N. HT, FU ISHED AND INSTALLED EA 47 155 SHRUBS, 241N. HT, F NISHED AND INSTALLED EA 24 N185154 156 SHRUBS, 301N. HT, RNISHED AND INSTALLED EA 12 157 SHRUBS, 381N. H FURNISHED AND INSTALLED EA 14 8 158 SHRUBS, p3 CO T, FURNISHED AND INSTALLED EA 24 6 158 PERENNIALS, 1 CONT, FURNISHED AND INSTALLEDaEA 1,710 553 160 PERENNI p2 CONT, FURNISHED AND INSTALLED 7 28 161 PERENNIALS, p3 CONT, FURNISHED AND INSTALLED 33 46 182 GROUNDCOVER, #1 CONT, FURNISHED AND INSTALLED 325 689 163 GROUNDCOVER,#2 CONT, FURNISHED AND INSTALLED 40 0 FP -4 I& GROUNDCOVER, p3 CONT, FURNISHED AND INSTALLED EA 61 24 165 GROUNDCOVER," CONT, FURNISHED AND INSTALLED EA 107 80 IN GROUNDCOVER, 4 IN. FURNISHED AND INSTALLED EA 400 450 167 GROUNDCOVER, 31N. DEPTH PLUGS. FURNISHED AND INSTALLED EA 0 40 168 BULBS, 16 CM+, FURNISHED AND INSTALLED EA 1,245 860 169 BULBS, 20 CM. FURNISHED AND INSTALLED EA 15 101 170 MULCH [31N. THICKNESS, DOUBLE SHREDDED HARDWOOD BARK] Cy 85 48 171 IRRIGATION SYSTEM LS 0.5 0.5 172 IRRIGATION SYSTEM 3 IN. PVC SCHEDULE 40 SLEEVE LF 420 280 173 WATERING FOR PLANTS LS 0.5 0.5 SITE AMENITIES 174 LITTER RECEPTACLE, LANDSCAPE FORMS, SCARBOROUGH EA 8 7 175 BENCH TYPE A [ PLAINWELL 721N. WITH CENTER ARM ] EA 8 12 176 BENCH TYPE B I NEOLIVIANO 691N. WITH CENTER ARM 1.5 LF PRICE ] EA 8 18 IT BENCH TYPE C I NEOLMANO 1181N. WITH 2INTERMEDIATE ARMS ] EA 1 4 178 DUMOR TABLE 78, NATURAL IPE EA 1 0 179 BICYCLE RACK, TYPE A 8 B EA 0 24 180 WAYFINDING KIOSK EA 0 2 181 PAVER -GRATE SYSTEM, IRONSMITH EA p 6 SPECIALTIES. VAULTS 182 VAULT: 103 E. COLLEGE DEMO EXISTING VAULT WALLS DOWN PER PLANS, FILL AND ABANDON LS 0 1 183 VAULT: 132 S. CLINTON DEMO EXISTING VAULT WALLS DOWN PER PLANS, FILL AND ABANDON LS 0 I 184 VAULT: JEFFERSON BUILDING VAULT DEMO EXISTING VAULT WALLS DOWN PER PLAN LS 1 0 185 VAULT: 118 E. COLLEGE STRUCTURAL REPAIRS LS 0 1 186 VAULT: 118 E. COLLEGE WATERPROOFING LS 0 1 SUBTOTAL BASE BID'. ALTERNATE 1 . PERMANENT STAGE CANOPY AT WEATHERDANCE FOUNTAIN - PERMANENT STAGE CANOPY AT WEATHER DANCE FOUNTAIN LS t n ALTERNATE I TOTAL: ALTERNATE 2. BLACK HAWK MINI PARK SHADE STRUCTURE 188 IBLACK HAWK SHADE STRUCTURE LS 1I 1 0 ALTERNATE 2 TOTAL: ALTERNATE 3. REMOVAL OF UNIT PAVERS 189 REMOVAL OF UNIT PAVERS [ DEDUCT BASE BID REM 151 By .4 Opp -3 880 190 REMOVAL OF UNIT PAVERS Sy 4,d00 3,860 ALTERNATE 3 TOTAL: CD DC7 A� m TI W T 1 n -G �nrn ` r '{m v rn 4. x - +� cn FP -5 I84 JGROUNDC4R, p4 CONT, FURNISHED AND INSTALLED EA 107 80 165 GROUNDCOVE 4IN. FURNISHED AND INSTALLED EA 400 450 188 GRODNDCOVER, 3 V.DEPTH PLUGS, FURNISHED AND INSTALLED Eq p 167 BULBS. I6 CM+, FUR ED AND INSTALLED EA 12d5 168 BULBS. 20 CM+FURNIS NAND INSTALLED EA 15 101 169 MULCH[ 3 IN. THICKNESS, 2SIUBLE SHREDDED HARDWOOD BARK] CY 85 48 170IRRIGATION SYSTEM LB OS 0 171 IRRIGATION SYSTEM ','PVC S EDULE 40 SLEEVE LF 420 280 172 WATERING FOR PLANTS I LS I 1 SITE AMENITIES 173 LITTER RECEPTACLE, LANDSCAPE FOR , SCARBOROUGH EA 8 7 174 BENCH TYPE A[ PLAINWELL 721N. WITHC TER ARM] EA 8 12 175 BENCH TYPE B [ NEOLIVIAN0691N. W ITH CE R ARM 1.5 LF PRICE ] EA 8 176 BENCH TYPE C[ NEOLIVIAN0118 IN. WITH 2 IN MEDIATE ARMS] EA 19 y 177 DUMOR TABLE 78, NATURAL IPE EA 1 0 198 BICYCLERACK, TYPEABB EA 0 24 179 WAYFINDING KIOSK EA 0 2 180 PAVER -GRATE SYSTEM. IRONSMITH EA 9 e SPECIALTIES. VAULTS 181 VAULT: 103E. COLLEGE DEMO EXISTING VAULT WALLS DOW ER PLANS, FILL AND ABANDON LS I 182 VAULT: 132 S. CLINTON DEMO EXISTING VAULT WALLS DOWN PEPLANS,FILL ANDABANDON LS 0 1 183 VAULT: JEFFERSON BUILDING VAULT DEMO EXISTING VAULT WALLS OWN PER PLAN LS 1 0 186 VAULT: 118 E. COLLEGE STRUCTURAL REPAIRS LS 0 1 185 VAULT: 118 E. COLLEGE WATERPROOFING LS 0 1 SUBTOTAL BASE BID: ALTERNATE 1 . PERMANENT STAGE CANOPY AT WEATHERDANCE FOUNTAIN 186 PERMANENT STAGE CANOPY AT WEATHER DANCE FOUNTAIN 1 0 ALTERNATE I TOTAL: ALTERNATE 2. BLACK HAWK MINI PARK SHADE STRUCTURE 187 BLACK HAWK SHADE STRUCTURE LS 1 0 ALTERNATE 2 TOTAL ALTERNATE 3. REMOVAL OF UNIT PAVERS 188 REMOVAL OF UNIT PAVERS I DEDUCT BASE BID ITEM 151 SV J400 -3860 189 REMOVAL OF UNIT PAVERS SY 4,400 3,860 ALTERNATE 3 TOTAL. FP -5 BID BOND 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 Pedestrian Mall Improvements Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, for (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a bond for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the bond, as provided in the Project specifications or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid bond this day of A.D., 20_. Witness Witness By Surety By— Attach y— Attach Power-of-Attomey (Seal) (Title) (Seal) (Attorney-in-fact) N d 0 �� � m rn W ;Cl) c6 r 3 M BB -1 �, 0 w s 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 6th day of February, 2018, for the Pedestrian Mall Improvement 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: The Contractor hereby agrees to perform the Project for the sums listed in its Form of Proposal including the total extended amount of $ , which sums are incorporated herein by this reference. 2. This Agreement consists of the following additional component parts which are incorporated herein by reference: a. Addenda Numbers attached hereto; b. "Standard Specifications for Highway and Bridge Construction;' Series of 2015, Iowa Department of Transportation, as amended; C. Plans; d. Technical Specifications and Supplementary Conditions; e. Performance and Payment Bond; f. Contractor's Completed Bidder Status Form; attached hereto; g. Contractor's Completed Assurance of Contract Compliance Program (Anti - Discrimination Requirements), attached hereto; N h. Completed Form of Proposal; and o O co i. This Instrument. y� r C-) -C r The above components are deemed complementary and should be rZ46todWer.Wn the :'fir -v m event of a discrepancy or inconsistency, the more specific provision shrri var'P. 3. The names of subcontractors acknowledged by City, togetherliith gwntities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): AG -1 Name: Quantity: Unit Price: $ Amnt: DATED this WA ATTEST: day of 20_. Mayor City Clerk AG -2 Contractor By ATTEST: jTitle) (Company Official) Approved By: City Attorney's Office N O O N � r rn -o rri C=J T s � W s 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 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 Genus Landscape Architects which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing thoProject in accordance with the terms and conditions of the Agreement; a-& upooeterm'aa- n tion by Owner and Surety of the lowest responsible bidder, arrdmg$ f� copyact between such bidder and Owner, and make available, as wcd�ppogm%ses��eTv7en though there may be a default or a succession of defaults underr�Fv Ag&emU�tVr subsequent contracts of completion arranged under this pc�g"fapht suffii nt funds to pay the cost of completion, less the balance of the Contract Pale, 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 subcontractors, all claims due them for labor performed or materials furnished in the performance of the Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if it were expressly set out herein. SIGNED AND SEALED THIS DAY OF 20. IN THE PRESENCE OF: Witness Witness (Principal) (Title) (Surety) (Title) (Street) (City, State, Zip) N (Phone) o n D� M ,r .<r- M -0 M r j' PB- 2 w Contract Compliance Program 4 It bell �A CITY OF IOWA CITY N O_ � n c„ CV rn D � w g� z' w e- 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. b. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead;' and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2- 3-1. mgr\asst\contractcompliance.doc CC -1 N O_ C-) =i n crN m � w mgr\asst\contractcompliance.doc CC -1 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor' shall include consultants and vendors.) 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.t M.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone number Address 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provwe assistance in obtaining the necessary posters. O° 3>n ::74 Cl) m �= o D w Jr 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? mgr\asst\contractcompliance.doc Cil; -2 The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment Opportunity policies. Business Name Signature Phone Title Print Name Date mgr\asst\contractwrnpliance.doc CC -3 N O_ Cr-) rn -o rn a 4� Y w r mgr\asst\contractwrnpliance.doc CC -3 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 company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Comparlies must make sure procedures for selecting candidates for promotion, transfg6and training are based upon a fair assessment of an employee's ability and work record' Furthermore, all companies should post and otherwise publicize all job promotLanal E+portL"es and encourage all qualified employees to bid on them. *0 � 1111 M 12/01 c mgrlasshcontractcompliance.doc CC -4 Attached for your information is a copy of Section 2 - 3 - 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. CC -5 N O s n O m �rn o� Ya W 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 J)Pt apf% if the state epidemiologist determines and the director of public health declaresrppgl�.f�e utilization of guidelines established by the center for disease control of the S�tes department of health and human services, that a person with a condition r@xted to acquired immune deficiency syndrome poses a significant risk of transmissioz�cbth6lAum immunodeficiency virus to other persons in a specific occupation. -<m s o7 Q `m F. The following are exempted from the provisions of this section: w crr 1. Any bona fide religious institution or its educational facility, association, corporation or society with respect to any qualifications for employment based on religion when such qualifications are related to a bona fide religious purpose. A religious qualification for instructional personnel or an administrative officer, serving in a supervisory capacity of a CC -6 bona fide religious educational facility or religious institution shall be presumed to be a bona fide occupational qualification. (Ord. 94-3647,11-8-1994) 2. An employer or employment agency which chooses to offer employment or advertise for employment to only the disabled or elderly. Any such employment or offer of employment shall not discriminate among the disabled or elderly on the basis of age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex or sexual orientation. (Ord. 95-3697, 11-7-1995) 3. The employment of individuals for work within the home of the employer if the employer or members of the family reside therein during such employment. 4. The employment of individuals to render personal service to the person of the employer or members of the employer's family. (Ord. 94-3647,11-8-1994) 5. The employment on the basis of sex in those certain instances where sex is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105,12-16-2003) 6. A state or federal program designed to benefit a specific age classification which serves a bona fide public purpose. (Ord. 94-3647,11-8-1994) 7. The employment on the basis of disability in those certain instances where presence of disability is a bona fide occupational qualification reasonably necessary to the normal operation of a particular business or enterprise. The bona fide occupational qualification shall be interpreted narrowly. (Ord. 03-4105, 12-16-2003) 8. Any employer who regularly employs less than four (4) individuals. For purposes of this section, individuals who are members of the employer's family shall not be counted as employees. (Ord. 08-4312,8-11-2008) CC -7 N O 71E m Tl rrI C-) GX x' W V1 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 0 o m Ck r �r rn s Gor r w 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. II. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. 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 257o 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 Os giving rise to the violation (s); o m c. Remedial action has been taken to prevent a recurrence of the ACT gl9Tg 6p=o the disqualification or default; -icy ON :<r -o m or orn a Q d. Other factors that the person or entity believes are relevant. D ca W The City Manager or Designee shall review the documentation submitted, make any inquiries deemed necessary, request additional documentation if warranted and determine whether a reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. WT -1 STATE OF ss: COUNTY ) WAGE THEFT AFFIDAVIT I, upon being duly sworn, state as follows: 1. I am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither [contracting entity] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature This instrument was acknowledged before me by on 20_. Notary Public in and for the State of WT -2 N O [] d rn � � w WT -2 GENERAL CONDITIONS Division 11, General Requirements and Covenants of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction," Series of 2015, as amended, shall apply except as amended in the Supplementary Conditions. GC -1 N O O m n C' r -+C-' �r o E; -,u s 0 3y W ctt GC -1 SUPPLEMENTARY CONDITIONS ARTICLES WITHIN THIS SECTION S-1 Definitions S-2 Limitations of Operations S-3 Insurance S-4 Supervision and Superintendence S-5 Concerning Subcontractors, Suppliers and Others S-6 Compliance with OSHA Regulations S-7 Employment Practices S-8 Contract Compliance Program (Anti -Discrimination Requirements) S-9 Wage Theft Policy S-10 Measurement and Payment S-11 Taxes S-12 Construction Stakes S-13 Bidder Status Form Caption and Introductory Statements These Supplementary Conditions amend or supplement Division 11 of the Iowa Department of Transportation "Standard Specifications for Highway and Bridge Construction;' Series of 2015, as amended and other provisions of the Contract Documents. All provisions which are not so amended or supplemented remain in full force and effect. S-1 DEFINITIONS. ADD to or CHANGE the following definitions within 1101.03 of the IDOT STANDARD SPECIFICATIONS. "ENGINEER" shall mean the Director of Public Works for the City of Iowa City, Iowa or his authorized representative. "OWNER" and "CITY" shall mean the City of Iowa City, Iowa acting through the City Council and duly authorized agents. "CONTRACTING AUTHORITY, "DEPARTMENT OF TRANSPORTATION;' or "COUNTY" shall mean the CITY. "IDOT STANDARD SPECIFICATIONS" shall mean the Iowa DepartmenLof Trisportation "Standard Specifications for Highway and Bridge Construction;" Series of 2Qj,9s raende-" S-2 LIMITATIONS OF OPERATIONS. n -C r r -4n Add the following paragraph to 1108.03 of the IDOT STANDARD SPECIFICATIONS." Em -V m rn _ Except for such work as may be required to properly maintain lights and 1fiLa=s, no9ork CA to 6��3i1 will be permitted on Sundays or legal holidays without specific permission of the ENGINEER. S-3 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 Coveraae 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 $5,000,000 $5,000,000 Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. *Property Damage liability insurance must provide explosion, collapse and underground coverage when determined by City to be applicable. The City requires that the Contractor's Insurance carrier be A rated or better by A.M. Best. N O Q `2 m m �"-1 11 CO n-< r a, --r n :_<rm n 'o > co f_'1 SC -2 In addition, the Contractor shall be required to comply with the following provisions with respect to insurance coverage: 1. The entire amount of Contractor's liability insurance policy coverage limits, identified in the policy and on the Certificate of Insurance, must, under the policy, be available to pay damages for which the insured Contractor becomes liable, or for which the insured assumes liability under the indemnity agreement herein contained, and such coverage amount shall not be subject to reduction by virtue of investigation or defense costs incurred by Contractor's insurer. 2. The entire amount of the Contractor's liability insurance policy coverage limits shall be payable by the Contractor's insurer, with no deductible to be paid by, or self-insured retention to be attributed to, the Contractor unless this requirement is waived by the City. Contractor's Certificate of Insurance must set forth the nature and amount of any such deductible or self-insured retention. 3. If Contractor's liability insurance coverage is subject to any special exclusions or limitations not common to the type of coverage being provided, such exclusions or limitations shall be noted on the Certificate of Insurance. 4. The City prefers that Contractor provide it with "occurrence form" liability insurance coverage. If Contractor can only provide "claims -made" insurance coverage, then the Contractor must comply with the following requirements: a. If the Contractor changes insurance carriers, or if Contractor's insurance coverage is canceled, during the contract period or within two years after City's acceptance of the work, Contractor agrees to immediately notify the City of such event. b. If Contractor's insurance is canceled or is allowed to lapse during said period, Contractor shall be required to obtain replacement insurance coverage to fulfill its obligation hereunder. C. If, during said period, Contractor voluntarily changes insurance carriers or is required to obtain replacement coverage from another carrier, Contractor shall either (1) purchase "tail" coverage from its first carrier effective for a minimum of two years after City Council acceptance of the work, or (2) purchase "prior acts" insurance coverage from its new carrier, covering prior acts during the period of this Contract from and after its inception. d. 'Tail" or "prior acts" coverage so provided shall have the same coverage, with the same limits, as the insurance specified in this Contract, and shall not be subject to any further limitations or exclusions, or have a higher deductible or self-insured retention than the insurance which it replaces. 5. The City reserves the right to waive any of the insurance requirements herein provided. The City also reserves the right to reject Contractor's insurance if not in 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. r 2 o m n D� C-)-< r r =i c> rn :<r ill rn = CD o;J 0 D Ln Owl 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 Contractors liability insurance below the limits required hereunder, then in that event the City may in its discretion either suspend Contractors operations or activities under this Contract, or terminate this Contract, and withhold payment for work performed on the Contract. In the event that any of the policies or insurance coverage identified on Contractors Certificate of Insurance are canceled or modified, the City may in its discretion either suspend Contractors 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 Contractors operations under this Contract, whether such operations be by himself or herself or by any Subcontractor or by anyone directly or indirectly employed by either of them. 2. Contractor is not, and shall not be deemed to be, an agent or employee of the City of Iowa City, Iowa. S-4 SUPERVISION AND SUPERINTENDENCE. Add the following paragraph to 1105.05 of the IDOT STANDARD SPECIFICATIONS: CONTRACTOR shall maintain a qualified and responsible person available 24 hours per day, seven days per week to respond to emergencies which may occur after hours. CONTRACTOR shall provide to ENGINEER the phone number and/or paging service of this individual. S-5 CONCERNING SUBCONTRACTORS, SUPPLIERS AND OTHERS. Add the following paragraph to 1108.01 of the IDOT STANDARD SPECIFICATIONS: Bidders shall list those persons, firms, companies or other parties to whom it proposes/intends to enter into a subcontract regarding this project as required for approval by the City and as noted on the Form of Proposal and the Agreement. If no minority business enterprises (MBE) are utilized, the CONTRACTOR shall furnish documentation of all efforts to recruit MBE's. SC -4 N O Q O T C-) c� r -0 1' w r^ SC -4 S-6 COMPLIANCE WITH OSHA REGULATIONS. Add the following paragraphs to 1107.01 of the IDOT STANDARD SPECIFICATIONS: The Contractor and all subcontractors shall comply with the requirements of 29 CFR 1910 (General Industry Standard) and 29 CFR 1926 (Construction Industry Standard). The Contractor and all subcontractors are solely responsible for compliance with said regulations. The Contractor will provide Material Safety Data Sheets (MSDS) for all hazardous chemicals or materials that will be at the job site. The Material Safety Data Sheets will be submitted to the Project Engineering prior to the start of construction and supplemented as necessary throughout the project. This data is being provided for informational purposes only and does not relieve the contractor of any obligations for compliance with applicable OSHA and State laws regarding hazardous chemicals and right -to -know. S-7 EMPLOYMENT PRACTICES. Neither the Contractor nor his/her subcontractors, shall employ any person whose physical or mental condition is such that his/her employment will endanger the health and safety of them- selves or others employed on the project. Contractor shall not commit any of the following employment practices and agrees to include the following clauses in any subcontracts: To discriminate against any individual in terms, conditions, or privileges of employment because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age or disability unless such disability is related to job performance of such person or employee. To discharge from employment or refuse to hire any individual because of sex, race, color, religion, national origin, sexual orientation, gender identity, marital status, age, or disability unless such disability is related to job performance of such person or employee. S-8 CONTRACT COMPLIANCE PROGRAM (ANTI -DISCRIMINATION REQUIREMENTS). For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, which is included with these Specifications beginning on page CC -1. S-9 WAGE THEFT POLICY. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Wage Theft Policy, which is included with these Specifications beginning on page WT -1. S-10 MEASUREMENT AND PAYMENT. ti 6 Section 01025, Measurement and Payment, contained in Division 1 of these spaeftatie s d'�s all pay items and methods of measurement. The provisions of this section will suol cgde"%JDplicci sections in the IDOT STANDARD SPECIFICATIONS. S-11 TAXES. orn = m Contractors and approved subcontractors will be provided a Sales Tax Exerraion C.;rtificaa to purchase building materials, supplies, or equipment in the performance of the cc*oct. The Contractor shall submit the information necessary for the certificates to be issued. SC -5 S-12 CONSTRUCTION STAKES. Replace the last paragraph of 1105.06 of the IDOT Standard Specifications with the following: The Contractor shall be responsible for the preservation of stakes and marks. Any necessary re -staking will be at the Contractor's expense and will be charged at a rate of $75 per hour. 5-13 BIDDER STATUS FORM. The Contractor awarded the project together with all Subcontractors shall be required to complete the form included with these specifications (and entitled the some as this section) and submit it to the Engineer before work can begin on the project. SC -6 ti 0 CD Ah ro m m r— E5m E5-0 -X ac m - C7 W cn SC -6 Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: / / to / / Address: City, State, Zip: Dates: /—/—to / / Address: City, State, Zip: Dates: / / to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to bidders who are residents? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You if needed. To be completed by all bidders n=+ °7 — Part D 1 certify that the statements made on this document are true and complete to the best of my kno a and I kr hat my failure to provide accurate and truthful information may be a reason to reject my bid. rn 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 maybe 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 in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. c o m c> -G t r F— Mrri - W Sly BF -2 ARC 1271C LABOR SERVICES DIVISION[875] Adopted and Filed Pursuant to the authority of Iowa Code section 73A.21, the Labor Commissioner hereby adopts a new Chapter 156, "Bidder Preferences in Government Contracting," Iowa Administrative Code. This amendment adopts new rules concerning preferences for resident bidders on government construction projects. The new chapter sets forth requirements for a public body involved in a public improvement and sets forth enforcement procedures. Notice of Intended Action was published in the October 30, 2013, Iowa Administrative Bulletin as ARC 1160C. Public comments regarding the proposed rules were received. Commenters stated that some of the rules could be misinterpreted and that some of the rules were beyond the statutory authority of Iowa Code section 73A.21. Commenters expressed ideas on how to make the bidding process more efficient. Commenters also questioned the constitutionality of Iowa Code section 73A.21. One commenter suggested adding compliance with Iowa Code chapter 91C as a basis to find that a company is authorized to transact business in Iowa. These rules are not identical to those published under Notice of Intended Action. Some changes are technical; other more substantive changes are described below. References to "domicile" were removed from several rules. Subrule 156.2(1) was changed to clarify that the requirements apply only to a project to be awarded to the lowest responsible bidder; to clarify that only office addresses, not construction worksites, must be reported; to remove a reference to perjury; and to change the deadline for submitting a statement to the public body. Paragraph 156.2(2)"b" was changed by deleting the phrase "under this Act." Subrule 156.2(3) was changed by adding new paragraph "k" concerning construction contractor registration, and by clarifying that compliance with only one of the lettered paragraphs in the subrule is necessary. Paragraph 156.2(4)"b" was changed by adding the phrase "if applicable." In rule 875-156.3(73A), the term "public body" replaced the term "nonresident bidder." A new rule 875-156.9(73A) containing a severability clause was added. The principal reason for adoption of this amendment is to implement legislative intent. No variance procedures are included in these rules because variance provisions are set forth in 875 --Chapter 1. After analysis and review of this rule making, no impact on jobs has been found. These rules are intended to implement Iowa Code section 73A.21. These rules shall become effective on February 12, 2014. The following amendment is adopted. Adopt the following new 875—Chapter 156: CHAPTER 156 BIDDER PREFERENCES IN GOVERNMENT CONTRACTING 875-156.1(73A) Purpose, scope and definitions. These rules institute administrative and operational procedures for enforcement of the Act. The definitions and interpretations contained in Jw a Code section 73A.21 shall be applicable to such terms when used in this chapter. m "Act" means Iowa Code section 73A.21. "Affiliate, " when used with respect to any specified person or entity, means anoOit = ersglor eiyjUC that, either directly or indirectly through one or more intermediaries, controls, or issh oll& by, cM under common control or ownership with, such specified person or entity. ,�t— "Commissioner" means the labor commissioner appointed pursuant to Iowa Ciuiicta 91.2' oi' the labor commissioner's designee. "Division "means the division of labor of the department of workforce developnwnt. cs 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 fust 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 15 a mom stringent definition than is set forth in paragraph 156.2(2) "a" for determining whether a pefQDr pity in7" state or country is a resident bidder, then the more stringent definition applies. n" CO 156.2(3) Determining authorization to transact business. A person or entity is 3Llj>ae izok tra sact business in the state if one or more of the following accurately describes the persog6r� tity.;, a. In the case of a sole proprietorship, the sole proprietor is an Iowa residen owePinconm purposes; �.. t✓ b. In the case of a general partnership or joint venture, more than 50 percent of the ge mal partners 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; j. 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 first advertisement of the public improvement, the bidder shall meet the following criteria for the three-year period prior to the first advertisement for the public improvement: a. Continuously maintained a place of business for transacting business in Iowa that is suitable for more than receiving mail, telephone calls, and e-mails; and b. Conducted business in the state for each of those three years and filed an Iowa income tax return, if applicable, made payments to the Iowa unemployment insurance fund, if applicable, and maintained an Iowa workers' compensation policy, if applicable, in effect for each of those three years. 875-156.3(73A) Application of preference. When awarding a contract for a public improvement to the lowest responsible bidder, the public body shall allow a preference to a resident bidder as against a nonresident bidder that is equal to any preference given or required by the home state or foreign country in which the nonresident bidder is a resident without regard to whether such preferences are actually enforced by the applicable regulatory body in each state. If the bidder is a subsidiary of a parent that would be a nonresident bidder if such parent were to bid on the public improvement in its own name, then the public body shall allow a preference as against such bidder that is equal to the preference given or required by the home state or foreign country of the bidder's parent. In the instance of a labor force preference, a public body shall apply the same resident labor force preference to a public improvement in this state as would be required in the construction of a public improvement by the home state pjbreign country of the nonresident bidder, or the parent of a resident bidder if the parent vIVId quLRfy as a nonresident bidder if such parent were to bid on the public improvement in its own nailro -n T A preference shall not be applied to a subcontractor unless the home state or forAQwua of t ! nonresident bidder to whom the contract was awarded would apply a preference to thZrnontctor. r m BF -5 :1, 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 submle 156.4(2) or as much of such information as is reasonably practicable under the circumstances. The completed written complaint form shall be submitted to the commissioner at Labor Services Division, 1000 East Grand Avenue, Des Moines, Iowa 50319. 156.4(2) Written complaint form. The commissioner shall prepare a written complaint form that a person with information regarding a potential violation of the Act may submit pursuant to subrule 156.4(1). The written complaint form shall request the following information: the name, address, telephone number, and e-mail address of the complainant; the name of the bidder that is believed to have violated the Act; a description of any relationships between the complainant and the bidder; an identification of the public body to which the bidder submitted a bid; the home state or foreign country of the bidder; a description of the goods and services provided under the bid; and such additional information as requested by the commissioner. 156.4(3) Availability of written complaint form. The written complaint forth 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. d. Oaths; depositions; subpoenas. The commissioner may administer oaths, takp or ca5?e to be taken deposition of witnesses, and require by subpoena the attendance and testimony o1 sse"nd th� production of all books, registers, payrolls, and other evidence relevant to a matter u nv@igatio or hearing. e. Employment of personnel. The commissioner may employ qualified personnre a cessa for the enforcement of Iowa Code section 73A.21. The personnel shall be employed msuaf to t9; merit system provisions of Iowa Code chapter 8A, subchapter IV. e .. y ca Ln 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 terns 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 parry seeking review may present written or oral information and arguments as to why the division's determination should be amended or vacated. The division shall consider the information and arguments presented and issue a written decision advising all parties of the outcome of the informal conference. 875-156.7(73A) Remedies. Following the conclusion of the informal conference, or following the expiration of the time in which a party may file a written request for an informal conference, the division may pursue the following remedies. 156.7(1) Injunctive relief. If the division determines that a violation of the Act has occurred, the division may sue for injunctive relief against the awarding of a contract, the undertaking of a public improvement, or the continuation of a public improvement. 156.7(2) Civil penalty. Any person or entity that violates the provisions of this chapter is subject to a civil penalty in an amount not to exceed $1,000 for each violation found in a first investigation by the division, not to exceed $5,000 for each violation found in a second investigation by the division, and not to exceed $15,000 for a third or subsequent violation found in any subsequent investigation by the division. Each violation of this chapter for each worker and for each day the violation continues constitutes a separate and distinct violation. In determining the amount of the penalty, the division shall consider the appropriateness of the penalty to the person or entity charged, upon determination of the gravity of the violation(s). The collection of these penalties shall be enforced in a civil action brought by the attorney general on behalf of the division. 875-156.8(73A) Compliance with federal law. If it is determined that application of this chapter and the Act may cause denial of federal funds which would otherwise be available for a public improvement, or would otherwise be inconsistent with requirements of any federal law or regulation, the application of this chapter shall be suspended to the extent necessary to prevent denial of the funds or to eliminate the inconsistency with federal requirements. 875-156.9(73A) Severability. If any rule under this chapter, any portion of a rule under this chapter, or the applicability of any rule under this chapter to any person or circumstance is held 'alid jig court, the remainder of these rules or the rules' applicability to other persons or circumstances shawl be ecte&n These rules are intended to implement Iowa Code section 73A.21. D-t �� r [Filed 12/16/13, effective 2/12/141 ;cru— -0 m [Published 1/8/14] M _ EDITOR'S NOTE: For replacement pages for IAC, see IAC Supplement 1/8/14.70 w BF -7 Y City of Iowa City Pedestrian Mall Improvements SECTION 01 1000 SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Project information. 2. Work covered by Contract Documents. 3. Owner -furnished products. 4. Access to site. 5. Coordination with occupants. B. Related Sections: Section 01 30 00 Progress and Schedules 2. Section 01 50 00 Traffic Control and Construction Facilities 1.3 PROJECT INFORMATION A. Project Identification: Pedestrian Mall Improvement Project Project Location: Pedestrian Mall in downtown Iowa City. Along Dubuque Street, from Washington Street to College Street and along College Street, from Clinton St. on the west to Linn St. on the east, Iowa City, Iowa 52240. B. Owner: City of Iowa City 1. Owner's Representative: Scott Sovers, P.E. Senior Civil Engineer. -City C=pwa City, 410 E. Washington Street, Iowa City, IA 52240. Phone (319)356-51i 2-)m —n :;>::; ao C. Landscape Architect: Genus Landscape Architects, 325 East 5'h S & MgMS, Iowa 50309. "tom m �r _m rr SUMMARY 01 10 00 - 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 D. Landscape Architect's Consultants: The Landscape Architect has retained the following design professionals who have prepared designated portions of the Contract Documents: 1. Civil Engineer: Shoemaker & Haaland 2. Architect: Neumann Monson Architects 3. Electrical Engineer: SRF Consulting Group, Inc. 4. Structural Engineer: Raker Rhodes Engineering 5. Lighting Design: Schuler Shook 6. Traffic Signalization: SRF Consulting Group, Inc. 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of Project is defined by the Contract Documents and consists of the following: Site Work: Utility upgrades, new pedestrian and roadway lighting, traffic signalization, permanent stage canopy [ Alternate 1 ] and shade structure [ Alternate 2 ], full paving replacement, new site furnishings and plantings. Type of Contract: Project will be constructed under a single prime contract. 1.5 OWNER -FURNISHED PRODUCTS A. Owner will furnish products indicated: Select traffic signalization equipment per N - Sheets. 1.6 ACCESS TO SITE A. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of Section 01 30 00 Progress and Schedules. Use of Site: Limit use of Project site to areas within Contract Limits indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1.7 COORDINATION WITH BUSINESS AND PROPERTY OWNERS A. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Access to businesses and residences shall be maintained at all timggChain link fencing shall be used to secure interior work areas on (gch bMk and to delineate the eight (8) foot wide pedestrian walkway upest R bugs along College Street and along the west side of Dubuque SO;, Th%Dped"on walkway increases to eleven (11) feet in width along the ease ol�ubuM to afford fire truck access during construction. Orange safety feruamg shall bored for shorter term closures of sidewalk to delineate constructions. _ C13 M SUMMARY 01 1000-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. Business and building owners shall be provided notice i week prior to construction activities that will limit ingress or egress, or disrupt utility service. Notice shall again be provided 48 hours prior to construction activities that will limit ingress or egress, or disrupt utility service. Limits to ingress and egress shall be coordinated with the Engineer and the City of Iowa City Fire Department. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01 10 00 SUMMARY 01 1000-3 N O_ � D m co C,) -<m <n <m -aM o � �x Dr - � D W cT SUMMARY 01 1000-3 City of Iowa City Pedestrian Mall Improvements SECTION 01 23 00 ALTERNATES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Administrative and procedural requirements for alternates. 1.2 DEFINITIONS Genus Project No. 16034 A. Alternate: An amount proposed by bidders for certain Work that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 1.3 PROCEDURES A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate. B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. 0 F. Execute accepted alternates under the some conditions as other work of the Contract. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate. Acceptance of Alternates will be combination. PART 2 - PRODUCTS (NOT USED) ALTERNATES exercised at option of 0wr1W in N dRy order or CD m n D m I ao 12, r =<m -o rn Q D is C" 01 23 00 - 1 City of Iowa City Pedestrian Mall Improvements PART 3 - EXECUTION 3.1 SCHEDULE OF ALTERNATES Genus Project No. 16034 A. Alternate No. 1: Add Permanent Stage Canopy at Weatherdance Fountain Base Bid: Provide structural concrete foundation up to within 12 inches of top of concrete paving at footprint of Canopy as indicated on the Drawings and specified in Section 03 30 00. 2. Alternate Bid: Provide additional extent of structural concrete foundation starting within 12 inches of top of concrete paving at footprint of Canopy and entire Canopy structure above grade as indicated on the Drawings and specified in Sections 03 30 00,05 12 00, 05 31 00,05 53 05,05 75 00, and 10 73 16. B. Alternate No. 2: Add Black Hawk Mini Park Shade Structure Base Bid: Provide structural concrete foundation up to within 12 inches of top of concrete paving at footprint of Canopy as indicated on the Drawings and specified in Section 03 30 00. 2. Alternate Bid: Provide additional extent of structural concrete foundation starting within 12 inches of top of concrete paving at footprint of Canopy and entire Shade Structure above grade as indicated on the Drawings and specified in Sections 03 30 00,05 12 00,05 31 00,05 75 00, and 07 42 43. C. Alternate No. 3: Removal of Unit Pavers Removal of Unit Pavers, Deduct Base Bid Item 15 2. Alternate Bid: Removal of Unit Pavers. This item includes removal of unit pavers. Pavers are to be removed by hand or by equipment that does not damage unit pavers. This item includes disposal of any damaged or cut pavers. Alternate 3 work includes cleaning of unit pavers, palletizing to plastic pallets and delivering to City lot at 625 McCollister. Pavers will become the property of the City of Iowa City. this item includes subslab removal, all thicknesses, both pcc and HMA. The Contractor will be paid the contract unit price per square yard. END OF SECTION 01 23 00 ALTERNATES N O � m rn cv �rn m D w 01 23 00 - 2 City of Iowa City Pedestrian Mall Improvements FT�eiilTilr<GII�Y�.1 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.01 SUMMARY: Genus Project No. 16034 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 City 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 item is not provided. Completion of this work is required. If a separate pay item is not provided for this work, it is to be considered incidental rgthe project and no separate payment will be made. o m :*h m PART 2 - PRODUCTS 2.01 NONE :ern m PART 3 - EXECUTION _� Q 3.01 PROCEDURE: D �" A. Payment under this contract shall occur no more than once per month for work completed by the Contractor. Payment is based on an estimate of the total amount and value of work completed minus 5% retainage. It is not the City's policy to pay for materials and equipment stored or furnishings fabricated off site. The 57o 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. MEASUREMENT AND PAYMENT 01025-1 City of Iowa City Pedestrian Mall Improvements 3.02 BID ITEMS: A. GENERAL Genus Project No. 16034 The following subsections describe the measurement of and payment for the work to be done under the items listed in the FORM OF PROPOSAL. Each unit or lump sum price stated shall constitute full payment as herein specified for each item of work completed in accordance with the drawings and specifications, including clean up. It is the Contractor's responsibility to identify the locations of public and private utilities. No additional compensation will be made for any interference or delay caused by the placement and/or relocation of said utilities. No additional compensation will be made for repair costs to fix damage caused by the Contractor or his/her Subcontractors. Work associated with existing items on private and/or public property that are to be protected, removed, relocated, replaced, reinstalled or modified is considered incidental unless it is listed as an item in the FORM OF PROPOSAL. Existing items damaged or unsuitable for relocation or reinstallation will be replaced with like item and painted, if necessary, at the Contractor's expense. All trees and shrubs shall remain and be protected from damage unless specifically noted as "REMOVE" or "CLEAR AND GRUB" on the project plans and as otherwise directed by the Engineer. The prices for those items which may have any impact on existing trees and shrubs shall include compensation for special precautionary measures required to prevent injury or damage to said tree, shrub or root system. The prices for those items which involve grading or excavation shall include compensation for top soil removal and replacement (unless it is listed as an item in the FORM OF PROPOSAL), disposal of surplus excavated material, handling water, installation of all necessary sheeting, bracing and temporary fencing around all open excavations and supply, placement and compaction of specified backfill. The prices for those items which involve surface removal adjacent to buildings or vaults shall include compensation to protect exposed surfaces from water which may leak or seep into vaults and/or basements. All labor, materials and equipment required to bring surfaces to the proper elevation and density including loading, hauling, and disposal of unsuitable material, below grade excavation, borrow and hauling, placing, forming, drying, watering and compaction of fill material, and all such work as may be required to make the grading work complete with a uniform surface free of rock, broken concrete, tree roots, limbs and other debris is incidental to this project unless it is listed as an item in the FORM OF PROPOSAL. C The Contractor must pay for all parking permit fees, meter hooQ3 lot cog ramp fees, and parking tickets. The Contractor must figure these costs int113ir tj�J pric"9,he City will not waive parking fees or fines. Permits paid for by t Aon ctor vfi`(1 be issued only for construction vehicles, not personal vehicles. 0- �..� The Contractor shall be responsible for continuous cleaning (5C%d 3td d�r off adjacent driveways, streets, sidewalks and private property, mud anMork-bris 4 01 MEASUREMENT AND PAYMENT 01025.2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 is deposited there as a result of any construction activity. The cost of clean up shall be incidental. Refer to Sheets G003 - G009 for estimated project quantities, estimated reference information and measurement and payment for items. END OF SECTION MEASUREMENT AND PAYMENT _ N b O m yn rn I n m r {m rn bb n .. ,w 01025-3 City of Iowa City Pedestrian Mall Improvements SECTION 01 30 00 PROGRESS AND SCHEDULES PART 1 - GENERAL 1.01 SUMMARY: Genus Project No. 16034 A. Prepare, submit and update as necessary a schedule of the work. Time is of the essence. Minimizing inconvenience, disruption and duration of disruption to pedestrians, 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 at the Pre -Construction meeting a detailed schedule of the proposed work. The schedule shall include proposed dates and durations of lane reductions and 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. PART 2 - PRODUCTS None. PART 3 - EXECUTION 3.01 MEETINGS PRIOR TO CONSTRUCTION: A. A Pre -Bid Meeting will be held on March 19, 2018 at 1:30PM at the Emma J. Harvat Hall (Iowa City City Hall, 410 E. Washington Street, Iowa City, Iowa, 52240). B. A Pre -Construction meeting will be held prior to beginning work. 3.02 PROGRESS OF WORK: A. Phase IA: Late Start Date: April 30, 2018 Substantial Completion' Date: July 31, 2018 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 Phase 1 Alley Critical Closure 14 Allowable Closure Days Incentive / Disincentive: $1000/Day Maximum Incentive: $5000 PROGRESS AND SCHEDULES 01 3000-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Note: Once alley is closed, it is to remain closed until completion of all work. Phase 1 B: Late Start Date: April 30, 2018 Substantial Completion': October 31, 2018 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 Phase 2: Early Start Date: May 13, 2019 Substantial Completion' Date: October 31, 2019 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 'Substantial completion is defined as the state in the progress of Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. B. No work shall be done between the hours of 5:00 p.m. the Friday before and 7:00 a.m. the Monday following a University of Iowa Home Football Game without the approval of the Engineer with the exception of saw cutting freshly poured concrete. Contractor to make all concrete saw cuts and paver and limestone wall cuts with a wet saw to minimize dust. C. No work shall be done during the following events: Downtown Block Party June 23, 2018 and June 22 or 29, 2019 Sidewalk Sales July 20 - 21, 2018 and July 19 - 20, 2019 Ragbrai July 27, 2018 Taste of Iowa City August 22, 2018 and August 21, 2019 D. 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. Alternative work hours necessary to avoid building access or water service disruption to building owners, businesses and residents may be required by the Engineer. E. 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. Construction activities such as jack -hammering, saw cutting, or other construction methods that generate high amounts of noise and/or dust shall be closely coordinated with the Engineer, City, businesses and residents. Contractor to make all concrete saw cuts and paver and limestone w ocuts with a wet saw to minimize dust. m 0 C-) F. Access to businesses and residences shall be maintained at all tirAelq Regirenrls for minimizing disruption to businesses are outlined in the prcje _pl6ns.usinles and building owners shall be provided notice 1 week prior to cotion actiys that will limit ingress or egress, or disrupt utility service. Notice rsUall�gai m provided 48 hours prior to construction activities that will limit irt2r&s o� egrejor � ca m PROGRESS AND SCHEDULES 01 3000-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements disrupt utility service. Limits to ingress and egress shall be coordinated with the Engineer and the City of Iowa City Fire Department. Disconnection of water service shall be coordinated with the Engineer and the City of Iowa City Fire Department where required. G. Construction will proceed in phases. The particular phasing sequence is outlined in the project plans. Prior to advancing to the next phase or sub -phase, the existing phase or sub -phase shall be sufficiently complete to allow reopening to the public, as determined by the Engineer. H. Restoration activities such as pavement replacement will follow closely behind the work even if multiple mobilizations are necessary. Access to entrances adjacent to the project shall be maintained on existing sidewalk or new sidewalk to the maximum extent. While potentially necessary, the use of temporary walkways, bridges, ramps and other like measures should be limited in use and duration. The Contractor will become an active partner with the City in communicating and providing information to concerned residents and businesses. Restoration activities such as pavement replacement will follow closely behind the work even if multiple mobilizations are necessary. Access to entrances adjacent to the project shall be maintained on existing sidewalk or new sidewalk to the maximum extent. While potentially necessary, the use of temporary walkways, bridges, ramps and other like measures should be limited in use and duration. 3.03 COORDINATION WITH UTILITIES: A. It is anticipated that many utility conflicts will occur which cannot be taken care of ahead of time. The Contractor shall work closely with the utility companies to aid in these relocations to keep the project on schedule. 3.04 SIDEWALK OR STREET CLOSINGS: A. Notify the Engineer four days in advance of sidewalk or street closings so that a press release can be issued. No sidewalk or street may be closed without the Engineer's approval and said notification. END OF SECTION PROGRESS AND SCHEDULES 01 3000-3 N O_ C_') M �M o � o� a W rn PROGRESS AND SCHEDULES 01 3000-3 City of Iowa City Pedestrian Mall Improvements SECTION 01 5000 TRAFFIC CONTROL AND CONSTRUCTION FACILITIES PART 1 - GENERAL 1.1 SUMMARY: Genus Project No. 16034 A. Furnish, install, and maintain traffic control and construction facilities required for the work. Remove all signs and devices when work iscompleted. 1.2 REFERENCES: A. IDOT Standard Specifications. B. U.S. Department of Transportation Federal Highway Administration "Manual on Uniform Traffic Control Devices for Streets and Highways," 2009 Edition, with Revisions 1 and 2, May 2012. 1.3 SUBMITTAILS: A. Submit a traffic control plan for all activities requiring traffic control not specifically addressed by the project plans. The Contractor must have City approval prior to implementing a traffic control plan that deviates from the project plan. PART 2 - PRODUCTS 2.1 MATERIALS: A. Traffic control devices may be new or used, but must meet the requirements of the [DOT Standard Specifications. B. All construction fence shall be new and securely fastened to approved posts and installed as directed by the Engineer. 2.2 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 e O m 3.1 TECHNIQUES: a� A. Except as amended in this document, the work in this section QCopnfdwn wMe following divisions and sections of the IDOT Standard Specificati_ .� m Division 11. General Requirements and Covenants. � Section 1107.09. Barricades and Warning Signs. D w. TRAFFIC CONTROL AND CONSTRUCTION FACILITIES X01 5000.1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements Division 25. Miscellaneous Construction. Section 2528. Traffic Control. 3.2 NO PARKING SIGNS: A. The City will furnish "NO PARKING' signs to facilitate removal of parked vehicles ahead of scheduled work. The Contractor is responsible for installation and maintenance of the signs 48 hours in advance of when the vehicles must be removed. 3.3 MAINTENANCE OF FACILITIES: A. The Contractor shall monitor the condition of traffic control and construction facilities at all times, including non -work hours. Repair, replace and maintain as necessary. B. Pedestrian access to residences and businesses shall be maintained at all times. Temporary gravel, pavement or other temporary access methods meeting ADA compliance where required shall be provided as directed by the Engineer. C. The existing traffic signal shall remain in place and operational during construction. The existing signal shall stay in use until the new traffic signal is operational and ready to be energized. D. At least one pedestrian crossing of Clinton Street at College Street must be maintained at all times during construction to the satisfaction of the City. E. Sidewalk access traveling north and south along Clinton Street in the vicinity of the College Street intersection must be maintained at all times during construction to the satisfaction of the City. 3.4 EXCAVATIONS: A. All excavations shall be fenced. 3.5 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. TRAFFIC CONTROL AND CONSTRUCTION FACILITIES N O Orn N r ca _ �-< �r m m 0 ZZ r w m 01 5000-2 City of Iowa City Pedestrian Mall Improvements SECTION 01 56 39 TEMPORARY TREE AND PLANT PROTECTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes general protection and pruning of existing trees and plants that are affected by execution of the Work, whether temporary or permanent construction. B. Related Requirements: Section 31 10 00 "Site Preparation" for removing existing trees and shrubs. 1.3 DEFINITIONS A. Caliper: Diameter of a trunk measured by a diameter tape at a height 6 inches (150 mm) above the ground for trees up to and including 4 -inch (100 -mm) size at this height and as measured at a height of 12 inches (300 mm) above the ground for trees larger than 4 -inch (100 -mm) size. B. Caliper (DBH): Diameter breast height; diameter of a trunk as measured by a diameter tape at a height 54 inches (1372 mm) above the ground line for trees with caliper of 8 inches (200 mm) or greater as measured at a height of 12 inches (300 mm) above the ground. C. Plant -Protection Zone: Area surrounding individual trees, groups of trees, shrubs, or other vegetation to be protected during construction and indicated on Drawings. N D. Tree -Protection Zone: Area surrounding individual trees or groups of tis to be protected during construction and indicated on Drawings. (D „E m E. Vegetation: Trees, shrubs, groundcovers, grass, and other plants. n-< m —+C-) rn r -a m 1.4 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at project site. '' w on 1. Review methods and procedures related to temporary tree and plant protection including, but not limited to, the following: TEMPORARY TREE AND PLANT PROTECTION 01 56 39- 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 a. Coordination of Work and equipment movement with the locations of protection zones. b. Trenching by hand or with air spade within protection zones. C. Field quality control. 1.5 ACTION SUBMITTALS A. Tree Pruning Schedule: Written schedule detailing scope and extent of pruning of trees to remain that interfere with or are affected by construction. 1. Species and size of tree. 2. Location on site plan. Include unique identifier for each. 3. Reason for pruning. 4. Description of pruning to be performed. S. Description of maintenance following pruning. 1.6 INFORMATIONAL SUBMITTALS A. Certification: From Landscape Subcontractor, certifying that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged. B. Existing Conditions: Documentation of existing trees and plantings indicated to remain, which establishes preconstruction conditions that might be misconstrued as damage caused by construction activities. 1. Use sufficiently detailed photographs or video recordings. 2. Include plans and notations to indicate specific wounds and damage conditions of each tree or other plants designated to remain. 1.7 QUALITY ASSURANCE A. Arborist Qualifications: Certified Arborist as certified by ISA. B. Tree Service Firm/Landscape Subcontractor Qualifications: An experienced tree service firm that has successfully completed temporary tree and plant protection work similar to that required for this Project and that will assign an experienced, qualified arborist to Project site during execution of the Work. C. Quality -Control Program: Prepare a written program to systematically demonstrate the ability of personnel to properly follow procedures and handle materials and equipment during the Work without damaging trees and plantings. Include dimensioned diagrams for placement of protection zone fencing and signage, the arbodst's and we -service firm's responsibilities, instructions given to workers on the use and &re o8protection zones, and enforcement of requirements for protection zones. n� r 1.8 FIELD CONDITIONS <r— r rn = rn A. The following practices are prohibited within protection zones: *7[ Q S� c.6 CON TEMPORARY TREE AND PLANT PROTECTION O1 5639 - 2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 1. Storage of construction materials, debris, or excavated material. 2. Moving or parking vehicles or equipment. 3. Foot traffic. 4. Excavation or other digging unless otherwise indicated. 5. Attachment of signs to or wrapping materials around trees or plants unless otherwise indicated. B. Do not direct vehicle or equipment exhaust toward protection zones. C. Prohibit heat sources, flames, ignition sources, and smoking within or near protection zones and organic mulch. PART 2 - PRODUCTS 2.1 MATERIALS A. Backfill Soil: Planting soil of suitable moisture content and granular texture for placing around tree; free of stones, roots, plants, sod, clods, clay lumps, pockets of coarse sand, concrete slurry, concrete layers or chunks, cement, plaster, building debris, and other extraneous materials harmful to plant growth. Planting Soil: Planting soil as specified in 32 93 00 Plants. B. Organic Mulch: Free from deleterious materials and suitable as a top dressing for trees and shrubs, consisting of one of the following: Type: Economulch by Evergreen Tel (319)395-0144. Double shredded hardwood mulch, no dye. C. Tree Protection Fencing: High density polyethylene fencing with 3.5 x 1.5 openings. Color - Orange. Steel posts installed at 8' OC. D. Tree Protection Fencing at Existing Grates to be chainlink panel fencing. Four panels to surround each tree. 6' in height. Tree Trunk Protection: Burlap wrap and layered 2 x 4 x 10' long timbers. Tie in place with metal strap. Gates: Single swing access gates matching material and appearance of fencing, to allow for maintenance activities within protection zones; leaf width 36 inches. G. Treegator Bags for Watering of Existing Trees: o E5 m gn m T 1. Treegator Original slow release water bag for trees, single bags- up%r tre�c�1" to 3" in trunk caliper at 2. Treegator Original slow release water bag for trees, double baxb'e'tup�or triTt" rrI to 8" in caliper. O Z Q,' w ON TEMPORARY TREE AND PLANT PROTECTION 01 5639-3 City of Iowa City Pedestrian Mall Improvements PART 3 - EXECUTION 3.1 EXAMINATION Genus Project No. 16034 A. Erosion and Sedimentation Control: Examine the site to verify that temporary erosion - and sedimentation -control measures are in place. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones. B. Prepare written report, endorsed by arborist, listing conditions detrimental to tree and plant protection. 3.2 PREPARATION A. Locate and clearly identify trees, shrubs, and other vegetation to remain. Flag each tree trunk at 54 inches above the ground. B. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. C. Tree -Protection Zones: Mulch areas inside tree -protection zones and other areas indicated. Do not exceed indicated thickness of mulch. Apply 2 -inch uniform thickness of organic mulch unless otherwise indicated. Do not place mulch within 6 inches of tree trunks. 3.3 PROTECTION ZONES A. Protection -Zone Fencing: Install protection -zone fencing along edges of protection zones before materials or equipment are brought on site and construction operations begin in a manner that will prevent people and animals from easily entering protected areas except by entrance gates. Construct fencing so as not to obstruct safe passage or visibility at vehicle intersections where fencing is located adjacent to pedestrian walkways or in close proximity to street intersections, alleys, or other vehicular circulation. Maintain protection zones free of weeds and trash. C. Maintain protection -zone fencing and signage in good condition as acceptable to Landscape Architect and remove when construction operations are complete and equipment has been removed from the site. o 1. Do not remove protection -zone fencing, even temporarily, *—AowWelivAfjP.c or equipment access through the protection zone. b.=y m 2. Temporary access is permitted subject to preapproval in vatrlrg by arbo=f a root buffer effective against soil compaction is construip as"8irec ed by arborist. Maintain root buffer so long as access is permitted. -__ m -a M o�0 D w v TEMPORARY TREE AND PLANT PROTECTION 01 5639 - 4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.4 EXCAVATION A. General: Excavate at edge of protection zones and for trenches indicated within protection zones according to requirements in Section 31 20 00 "Earth Moving" unless otherwise indicated. Trenching within Protection Zones: Where utility trenches are required within protection zones, excavate under or around tree roots by hand or with air spade, or tunnel under the roots by drilling, auger boring, or pipe jacking. Do not cut main lateral tree roots or taproots; cut only smaller roots that interfere with installation of utilities. Cut roots as required for root pruning. If excavating by hand, use narrow -tine spading forks to comb soil and expose roots. C. Redirect roots in backfill areas where possible. If encountering large, main lateral roots, expose roots beyond excavation limits as required to bend and redirect them without breaking. If encountered immediately adjacent to location of new construction and redirection is not practical, cut roots approximately 3 inches (75 mm) back from new construction and as required for root pruning. D. Do not allow exposed roots to dry out before placing permanent backfill. Provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in a moist condition. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. 3.5 ROOT PRUNING A. Prune tree roots that are affected by temporary and permanent construction. Prune roots as follows: 1. Cut roots manually by digging a trench and cutting exposed roots with sharp pruning instruments; do not break, tear, chop, or slant the cuts. Do not use a backhoe or other equipment that rips, tears, or pulls roots. 2. Cut Ends: Do not paint cut root ends. 3. Temporarily support and protect roots from damage until they are permanently redirected and covered with soil. 4. Cover exposed roots with burlap and water regularly. 5. Backfill as soon as possible according to requirements in Section 312000 "Earth Moving." B. Root Pruning at Edge of Protection Zone: Prune tree roots 12 inches outside of the protection zone by cleanly cutting all roots to the depth of the required excavation. C. Root Pruning within Protection Zone: Clear and excavate by hand or with air spade to the depth of the required excavation to minimize damage to tree ro(Wsystems. If excavating by hand, use narrow -tine spading forks to comb s6 to eMose_=ts. Cleanly cut roots as close to excavation as possible. rn D� vo 3.6 CROWN PRUNING A. Prune branches that are affected by temporary and permanent truTj on. Yne branches as directed by arborist. D TEMPORARY TREE AND PLANT PROTECTION 01 5639 - 5 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements B. Unless otherwise directed by arborist and acceptable to Landscape Architect, do not cut tree leaders. C. Cut branches with sharp pruning instruments; do not break or chop. D. Do not paint or apply sealants to wounds. E. Provide subsequent maintenance pruning during Contract period as recommended by arborist. F. Chip removed branches and dispose of off-site. 3.7 REPAIR AND REPLACEMENT A. General: Repair or replace trees indicated to remain or to be relocated that are damaged by construction operations, in a manner approved by Landscape Architect. 1. Submit details of proposed pruning and repairs. 2. Replace trees and other plants that cannot be repaired and restored to full - growth status, as determined by Architect. B. Trees: Remove and replace trees indicated to remain that are more than 25 percent dead or in an unhealthy condition or are damaged during construction operations that Architect determines are incapable of restoring to normal growth pattern. Replacement species as selected by Landscape Architect. Plant and maintain new trees as specified in Section 32 93 00 "Plants." C. Excess Mulch: Rake mulched area within protection zones, being careful not to injure roots. Rake to loosen and remove mulch that exceeds a 2 -inch uniform thickness to remain. 3.8 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove excess excavated material, displaced trees, trash, and debris and legally dispose of them off Owner's property. 3.11 WATER MANAGEMENT A. Water management prior to, during and post construction: Provide water and watering equipment such as hoses and sprinklers. Provide water free of substances harmful to plant growth. B. Water Recommendations pending rainfall, daily temperature, wind conditions, moisture -holding capacity of soil, drainage and stage of root system de)lopment: Treegotor bags 1-2 fills per week. p 3.12 ROOT PRESERVATION n 4 A. No coarse grading allowed that removes the upper 12" of rhizospkl& or phyfically removes the critical root radius of trees selected for preservation. OZn = m A x 0 CA TEMPORARY TREE AND PLANT PROTECTION -415639-6 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements END OF SECTION 01 56 39 TEMPORARY TREE AND PLANT PROTECTION 01 5639 - 7 N O_ � m D w C-) -< m -71 <n M c Y w TEMPORARY TREE AND PLANT PROTECTION 01 5639 - 7 City of Iowa City Pedestrian Mall Improvements SECTION 02220 Genus Project No. 16034 EARTH EXCAVATION, BACKFILL, FILL AND GRADING PART 1 - GENERAL 1.01 SUMMARY: A. Excavating, placing, stabilizing and compacting earth, including trench and rock excavation, addition of borrow and backfill, disposal of excavated material, and topsoil, strip, salvage and spread. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITY ASSURANCE: A. Whenever a percentage of compaction is indicated or specified, use percent of maximum density at optimum moisture as determined by ASTM D698-91, unless noted otherwise. B. Borrow sites and materials shall be approved by the Engineer prior to use. PART 2 - PRODUCTS 2.01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. All sections Division 24. Structures. Section 2402. Excavation for Structures. 0 3.02 TOPSOIL: n -n A. Strip and stockpile topsoil from lawn, grass, and crop areas forwiltcice resto iit� and landscaping work. Strip topsoil to a uniform depth to provic a90fficl�i tq of material for placement of a minimum of 9 inches of topsoil foripoceaesto n and landscaping. Protect topsoil from mixture with other eriBR su rlps J EARTH, BACKFILL, GRADING 02220-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 aggregate and from erosion. Removal of topsoil from the site is not permitted. 3.03 DRAINAGE AND DEWATERING: A. Provide and maintain ample means and devices (including spare units kept ready for immediate use in case of breakdowns) to intercept and/or remove promptly and dispose properly of all water entering trenches and other excavations. Keep such excavations dry until the structures, pipes, and appurtenances to be built therein have been completed to such extent that they will not be floated or otherwise damaged. B. Dispose of all pumped or drained water without undue interference to other work, or causing damage to pavements, other surfaces, or property. Provide suitable temporary pipes, flumes, or channels for water that may flow along or across the work site. C. Take all precautions necessary to prevent damage to the work by rain or by water entering the site, whether water entry be overland or by groundwater. 3.04 TRENCH EXCAVATION: A. General 1. Excavate trench by machinery to, or just below, designated subgrade when pipe is to be laid in granular bedding or concrete cradle, provided that material remaining at bottom of trench is only slightly disturbed. 2. Do not excavate lower part of trenches by machinery to subgrade when pipe is to be laid directly on bottom of trench. Remove last of material to be excavated by use of hand tools, just before placing pipe. Hand shape bell holes and form a flat or shaped bottom, true to grade, so that pipe will have a uniform and continuous bearing. Support on firm and undisturbed material between joints, except for limited areas where use of pipe slings have disturbed bottom. Protection Barricade and fence open excavations or depressions resulting from work during non -working hours and when not working in immediate area. C. Trench Width Make pipe trenches as narrow as practicable and safe. Make every effort to keep sides of trenches firm and undisturbed until backfilling has been completed and consolidated. 2. Excavate trenches with vertical sides between elevation of center of pipe and elevation 1 foot above top of pipe. e 3. Refer to plans for allowable french widths within Q the ae envelope Or various types, sizes and classes of pipe. ,1 al;ch D. Trench Excavation in Fill n� `tin- r : rn = M o 77 EARTH, BACKFILL, GRADING cd 02220.2 ti City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Place fill material to final grade or to a minimum height of 6 feet above top of pipe when pipe is to be laid in embankment or other recently filled areas. Take particular care to ensure maximum consolidation of material under pipe location. Excavate pipe trench as though in undisturbed material. E. Excavation Near Existing Structures Discontinue digging by machinery when excavation approaches pipes, conduits, or other underground structures. Continue excavation by use of hand tools. 2. Excavate exploratory pits when location of pipe or other underground structure is necessary for doing work properly. F. Disposal of Unsuitable Soil 1. The Contractor shall notify the Engineer and Iowa Department of Natural Resources (DNR) if soil contamination is found or suspected during excavation. 2. Soil disposal and remediation method shall be an option outlined in the IDOT Construction Manual Section 10.22, and approved by the Iowa DNR and City. The Contractor is not to proceed with soil removal and remediation measures until instructed by the Engineer. 3. Disposal site to be provided by the Contractor and approved by the Engineer and Iowa DNR. 4. Contractor is responsible for completing and filing all necessary Federal, State and local government agency forms and applications. G. Care of Vegetation and Property Use excavating machinery and cranes of suitable type and operate with care to prevent injury to trees, particularly to overhanging branches and limbs and underground root systems. 2. All branch, limb, and root cuttings shall be avoided. When required, they shall be performed smoothly and neatly without splitting or crushing. Trim injured portions by use of a chainsaw or loppers for branches, or an ax when working with roots. Do not leave frayed, crushed, or torn edges on any roots 1" or larger in diameter or on any branches. Frayed edges shall be trimmed with a utility knife. Do not use tree paint or wound dressing. If conflicts with large roots and branches are anticipated, notify the Engineer. 3. No construction materials and/or equipment are to be stored, piled, or parked within the trees' drip line. 4. Excavators and loaders used on rubberized tracks or rubber tires. 5. Do not use or operate tractors, EARTH, BACKFILL, GRADING brick surfaces shall be lilted hose with 3.-4 W bulldozers, or other ecgAentron p=rd +ICS -0- O► � m a M 022M 3 Gi v City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 surfaces when treads or wheels can cut or damage such surfaces. 6. Restore all surfaces which have been damaged by the Contractor's operations to a condition at least equal to that in which they were found before work commenced. Use suitable materials and methods for restoration. Aerate all grassed and planter areas compacted by construction activities. 8. Utility lines, including drainage tiles, encountered shall be restored in one of the following ways: a. Repair or otherwise reconnect the utility across trench after trench has been backfilled, provided adequate drainage gradient is maintained, if applicable. b. Connect drainage tiles to nearest storm sewer. The Contractor shall document the location and elevation of any utility lines encountered. The Contractor shall notify the Engineer whenever a utility is encountered and submit the proposed method of restoring the utility for review and approval. All utility repairs shall be made prior to backfilling the trench. H. Water Services Permanent copper water service lines which are damaged (cut, nicked, bent, crimped, crushed, etc.) shall be replaced from the water main to the curb box with new copper service pipe, without any joints. The cost for this work shall be at the Contractor's expense. 2. In any excavation where existing lead or galvanized iron water services are in the excavation or disturbed area, the Contractor shall replace the existing lead or galvanized piping with new 1 -inch or larger copper water service pipe from the water main to the curb box. The Contractor will be paid per the applicable bid item. If there is no bid item, the unit price for the replacement of the water service shall be negotiated prior to commencement of the work. 3. When water service is disrupted, the Contractor shall make a reasonable attempt to restore the service within two hours. 4. Water service pipe shall be type k soft copper. 3.05 ROCK EXCAVATION: A. Rock excavation will be considered Class 12 Excavation Standard Specification Section 2102.02. B. Explosives shall not be used for rock excavation. 3.06 BACKFILLING: EARTH, BACKFILL, GRADING 02220-4 ti 0 Q m �efingd in—WT —+ w �n F r— rn A w EARTH, BACKFILL, GRADING 02220-4 City of Iowa City Pedestrian Mall Improvements A. General 0 C. Genus Project No. 16034 Do not place frozen materials in backfill or place backfill upon frozen material. Remove previously frozen material or treat as required before new backfill is placed. Backfilling Excavations Begin backfilling as soon as practicable and proceed until complete. 2. Material and Compaction a. Paved Areas: Under and within 5 feet of paved surfaces, including streets, sidewalks and driveways, backfill shall be Class A crushed stone placed in one foot lifts compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 987o Standard Proctor Density. If under pavement, backfill to bottom of the subgrade. If not under pavement, backfill to within 12 inches of finished surface. b. All other areas: Backfill shall consist of suitable job excavated material placed in one foot lifts compacted to 9057o Standard Proctor Density. If excavated material is unsuitable, backfill with Class A crushed stone to within 12 inches of finished surface. Do not place stone or rock fragment larger than 2 inches within 2 feet of pipe nor larger than 12 inches in backfill. Do not drop large masses of backfill material into trench. Backfilling Around Structures Do not place backfill against or on structures until they have attained sufficient strength to support the loads, including construction loads, to which they will be subjected. Avoid unequal soil pressure by depositing material evenly around structure. 2. Backfill shall consist of Class A crushed stone placed in one foot lifts compacted to 9517o Standard Proctor Density unless otherwise indicated or specified. 3.07 UNAUTHORIZED EXCAVATION: A. When the bottom of any excavation is taken out beyond the limits indicated or specified, backfill, at Contractor's expense, with Class A crushed stone compacted to 95% Standard Proctor Density. o C) m W END OF SECTION 02220 rn o`er -v ae + P 4t EARTH, BACKFILL, GRADING 02220-5 City of Iowa City Pedestrian Mall Improvements SECTION 02270 SLOPE PROTECTION AND EROSION CONTROL PART 1 - GENERAL 1.01 SUMMARY: Genus Project No. 16034 A. Placement of silt fence, erosion control mat, engineering fabric, revetment stone, and erosion stone. 1.02 REFERENCES: A. IDOT Standard Specifications. B. Iowa Department of Transportation Highway Division "Standard Road Plans Manual", latest edition. 1.03 QUALITY ASSURANCE: A. Revetment stone and erosion stone shall meet the abrasion and durability requirements of Section 4130 of the IDOT Standard Specifications. B. Engineering Fabrics (geotextile) shall be of a non -woven material and conform to the requirements of IDOT Engineering Fabric for Embankment Erosion Control. C. Filter Sock shall be knitted mesh netting meet the requirements of the IDOT for Filter Socks. 1.04 STORAGE: A. Prior to use, geotextile and filter sock shall be stored in a clean dry place, out of direct sunlight, not subject to extremes of either hot or cold, and with the manufacturer's protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements in ASTM D 4873. PART 2 - PRODUCTS 2.01 MATERIALS: A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications:41? Division 41. Construction Materials. Section 4130. Revetment Stone and Erosion Stodgy W Section 4169. Erosion Control Materials. Section 4196. Engineering Fabrics. oM z w SLOPE PROTECTION AND EROSION CONTROL 02270 City of Iowa City Pedestrian Mall Improvements PART 3 - EXECUTION 3.01 TECHNIQUES: Genus Project No. 16034 A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 25. Miscellaneous Construction. Section 2507. Concrete & Stone Revetment. Division 26. Section 2602. Water Pollution Control (Soil Erosion) and the following IDOT Standard Road Plans: RC -5 Wood Excelsior Mat RC -16 Silt Fence EC -204 Perimeter and Slope Sediment Control Devices 3.02 SCHEDULE: A. Silt fence shall be installed at locations indicated on the plans immediately upon completion of grading. Wood excelsior mat shall be placed and staked in seeded areas of swales immediately following seeding. 3.03 GEOTEXTILE & FILTER SOCK: A. Surface Preparation The surface on which the erosion control technique is to be placed will be graded to the neat lines and grades as shown on the plans. The surface will be reasonably smooth and free of loose rock and clods, holes, depressions, projections, muddy conditions and standing or flowing water. B. Placement Prior to placement of the erosion control technique, the soil surface will be inspected for quality of design and construction. The erosion control technique will be placed on the approved surface at the locations and in accordance with the details shown on the plans. The erosion control technique will be placed and loosely laid (not stretched) in such a manner that it will conform to the surface irregularities when material is placed on or against it. The geotextile or filter sock may be folded and overlapped to permit proper placement in the designated area. 2. The geotextile or filter sock will be joined by overlapping a mir2tum of 18 inches (unless otherwise specified on the plans or by the apnufa5rurer), and secured against the underlying foundation moteria�*c-BeQing 7R, approved and provided by the geotextile and filter sock i ;;jfdZRurernhell be placed as recommended by the manufacturer to a(SCL6ate,14 hol i in place during installation. Pins/stakes will be as re end by manufacturer. For geotextile steel washers will be provide all1ut hff" shaped pins. The upstream or up-slope line will be ins thrQ,�gh layers along a line through approximately the midpoint iA the Q.Vriap. At horizontal laps and across slope laps, securing pins will be insert through SLOPE PROTECTION AND EROSION CONTROL 02270 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 the bottom layer only. Securing pins will be placed along a line approximately 2 inches in from the edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. Additional pins will be installed as necessary and where appropriate, to prevent slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left in place unless otherwise specified. 3. Should the geotextile or filter sock be tom or punctured, or the overlaps disturbed, as evidenced by visible damage, subgrade pumping, intrusion, or grade distortion, the backfill around the damaged or displaced area will be removed and restored to the original approved condition. The repair will consist of a patch of the same type of material being used, overlapping the existing technique. Geotextile panels and filter sock sections joined by overlap will have the patch extend a minimum of 2 feet from the edge of any damaged area. 4. The geotextile will not be placed until it can be anchored and protected with the specified covering within 48 hours or protected from exposure to ultraviolet light. In no case will material be dropped on uncovered geotextile from a height greater than 3 feet. END Of SECTION 02270 N *52 rn O_ O CD c _ m �rn -o O� c.f v SLOPE PROTECTION AND EROSION CONTROL 02270 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements SECTION 02 41 00 DEMOLITIONS, REMOVALS AND ABANDONMENTS PART 1 - GENERAL 1.01 SUMMARY: A. Furnish labor, materials, tools and equipment to remove existing paved surfaces, excavated material, sewers, structures, plant material, street lights and other items and materials as indicated and specified in the contract documents. 1.02 REFERENCES: A. IDOT Standard Specifications. 1.03 QUALITY ASSURANCE: A. Disposal sites shall comply with all applicable Iowa Department of Natural Resources and United States Environmental Protection Agency regulations. B. Comply with all state and local ordinances pertaining to hauling and disposal of rubbish, broken concrete, asphalt, stone, bricks, castings, and other waste or debris resulting from work on the project. 1.04 SUBMITTALS: A. Locations of disposal sites. PART 2 - PRODUCTS 2.01 MATERIALS: A. Granular backfill material shall consist of Class A Crushed Stone, IDOT Standard Specification Section 4120.04 and Section 4109, Gradation No. 11. B. Explosives shall not be used for demolition. PART 3 - EXECUTION N 3.01 INSPECTION: `= o OD -n A. Limits of demolition shall be per 3.04 of this section. The Enginer%W the ript to revise demolition limits if required by the nature of constructiorn-G i�— =;n Cn 3.02 PROCEDURES: :gym = m A. Utilitiesx DEMOLITIONS, REMOVALS AND ABANDONMENTS 024100-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 1. Notify all corporations, companies, individuals and state or local authorities owning pipelines, water lines, gas mains, buried electric facilities, telephone, cable television, fiber optic, and other public or private utilities shown on the drawings or otherwise known or discovered to be in the project area. 2. When active utilities are encountered, promptly take necessary measures to support and protect said utilities and maintain them in service. 3. If active utilities are damaged or interrupted as a result of work on the project, take appropriate measures to restore service immediately. Restoration of utility services under these circumstances shall be at the Contractor's expense. 4. Active utilities shown on the drawings to be relocated, or which require relocation due to unforeseen circumstances or conditions, shall be relocated in accordance with instructions from the Engineer. Generally, the respective utility owners shall be responsible to perform relocation work for their facilities. The Contractor shall cooperate with these efforts in every reasonable way and shall not be entitled to additional compensation for delays resulting from such relocations. Site Protection Measures 1. Barricade and fence open excavations or depressions resulting from work during non -working hours and when not working in immediate area. Provide suitable warning devices adjacent to excavations and work areas. 2. Warning devices shall be kept operational during all non -working and non- active periods. C. Site Access Measures Pedestrian access to residences and businesses shall be maintained at all times. Temporary access to businesses may include asphalt paving, bridging, planking or other methods approved by the City Engineer. 2. Contractor shall perform demolition and removal operations so as to maintain access to adjacent properties and businesses to the maximum extent possible. D. Disposals 1. No material or debris shall be buried within the project work area. All unsuitable material resulting from demolitions and removals shatge hauled to and disposed of at a Contractor -furnished site approv8t by tre Engineer or to the landfill. The Contractor shall pay the current:JDa2i'ng-Ae ai'IFV landfill. p- I co — c> C rn �-- 3.04 DEMOLITION AND REMOVALS: 'i�r ,,,0 M rn A. Pavement and Sidewalk Removals w �r DEMOLITIONS, REMOVALS AND ABANDONMENTS 0241 00-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Removal shall be to the limits noted on the plans or as directed by the Engineer. 2. Pavement removal shall include brick pavement throughout the Pedestrian Mall, Portland Cement Concrete foundations and at alleys. 3. Sawcuts shall be approved by the Engineer. 4. ALTERNATE 3: All brick that is removed shall be salvaged, cleaned, stored on plastic pallets and moved to offsite City of Iowa City facility at 625 McCollister. 5. Removal operations shall conform to construction phasing noted on the plans or as directed by the Engineer. B. Utility Abandonment and Removal Removal shall be at the locations and to the limits noted on the plans or as directed by the Engineer. 2. Backfill under and within 5 feet of paved surfaces shall be Class A crushed stone compacted to 95% Standard Proctor Density. The top 12 inches directly below paved surfaces shall be Class A crushed stone compacted to 98% Standard Proctor Density. Other excavations shall be backfilled with suitable excavated material, compacted to 9017o Standard Proctor Density. 3. Sewers to be abandoned, but not removed, shall be filled with an approved non -shrink flowable mortar and bulkheaded at each end with concrete. 4. Select castings shall be delivered to the pollution control plant at 1000 S. Clinton Street as directed by the Engineer. END OF SECTION DEMOLITIONS, REMOVALS AND ABANDONMENTS 0241 00-3 N O � r' 07 m D� W _ �-� �r :<r -m -o M w DEMOLITIONS, REMOVALS AND ABANDONMENTS 0241 00-3 City of Iowa City Pedestrian Mall Improvements SECTION 02 41 19 SELECTIVE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: I . Remove and salvage public art. 2. Coordinate removal and reinstallation of mail box with USPS contact Bill Patterson Tel(319)321-9416. 3. Remove and salvage Iowa City Public Library sign. 4. Remove, salvage and clean limestone planter walls to be reinstalled. 5. Alternate 3: Removal, cleaning and palletizing of the existing Pedestrian Mall brick surfacing and delivering to City lot at 625 McCollister. 6. Salvage and reinstall anemometer with new mount Weather Dance Fountain pole. B. Related Requirements: 1. Section 01 10 00 "Summary" for restrictions on use of the premises, Owner - occupancy requirements, and phasing requirements. 2. Section 01 56 39'Temporary Tree and Plant Protection" for temporary protection of existing trees and plants that are affected by selective demolition. 3. Section 31 10 00 "Site Clearing" for site clearing and removal of above- and below -grade improvements not part of selective demolition. 4. Section 04 01 40 "Stone Cleaning". 1.3 DEFINITIONS A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled. e - o m B. Remove and Salvage: Detach items from existing construction, in a rOS3er RpreV damage, and coordinate storage with City of Iowa City. -< OD Cn r C. Remove and Reinstall: Detach items from existing construction, in a n -;c ter tD(prevp" damage, prepare for reuse, and reinstall where indicated. orn 3 D. Existing to Remain: Leave existing items that are not to be removed aad thatcoe not otherwise indicated to be salvaged or reinstalled. "' SELECTIVE DEMOLITION 0241 19 • 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled. 1.4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. 1.5 PREINSTALLATION MEETINGS A. Predemolition Conference: Conduct conference at project site. I . Inspect and discuss condition of construction to be selectively demolished. 2. Review structural load limitations of existing structure. 3. Review and finalize selective demolition schedule and verify availability of materials, demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review requirements of work performed by other trades that rely on substrates exposed by selective demolition operations. 5. Review areas where existing construction is to remain and requires protection. 1.6 INFORMATIONAL SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. B. Pre -demolition Photographs or Video: Show existing conditions of piece to be removed and stored. Warranties: Documentation indicating that existing warranties are still in effect after completion of selective demolition. 1.7 CLOSEOUT SUBMITTALS A. Inventory: Submit a list of items that have been removed and salvaged. 1.8 FIELD CONDITIONS A. Conditions existing at time of inspection for bidding purpose will be maintairW by Owner as far as practical. o m I . Before selective demolition, Owner or property owner will rem�2' h IlowX items: r �� a+ r M SELECTIVE DEMOLITION n c.002 41 19 • 2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements a. Benches, trash receptacles, bike racks and Fixit stations, caf6 enclosure, wooden platforms at cafes, parking meter, pianos, ATM Machine. B. Notify Engineer of discrepancies between existing conditions and Drawings before proceeding with selective demolition. C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If suspected hazardous materials are encountered, do not disturb; immediately notify Engineer. Hazardous materials will be removed by Owner under a separate contract. D. Storage or sale of removed items or materials on-site is not permitted. E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. Maintain fire -protection facilities in service during selective demolition operations. 1.9 COORDINATION A. Arrange selective demolition schedule so as not to interfere with Owners operations. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Public Art: Remove and move to the City of Iowa City facility at 625 McCollister for storage during construction. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting selective demolition operations. B. Review Project Record Documents of existing construction. C. Survey of Existing Conditions: Record existing conditions by use of dravags aril preconstruction photographs or video. :*C? 1. Inventory and record the condition of items to be removed and 9fi8. Provide photographs or video of conditions that might be miscon1 e (� damage caused by salvage operations. -<r- 2. Before selective demolition or removal of existing building elem 1Phgjvill bM reproduced or duplicated in final Work, make permanent recor _ Q measurements, materials, and construction details required to rMke eft reproduction. 'r SELECTIVE DEMOLITION 0241 19-3 City of Iowa City Pedestrian Mall Improvements 3.2 3.3 3.4 3.5 PROTECTION Genus Project No. 16034 A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. SELECTIVE DEMOLITION, GENERAL A. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. B. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area at 625 McCollister. 5. Protect items from damage during transport and storage. CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. SELECTIVE DEMOLITION - BRICK PAVERS A. Construction equipment to be stationed on the existing pavement and pull the bricks to be removed back onto the remaining pavement. Do not use a front end loader and scoop up the pavement as scraping and scooping removes not only the pavement but the shallow roots under the pavement. END OF SECTION 02 41 19 SELECTIVE DEMOLITION 0241 19-4 N O vM 1 _o m ��. 1 r S Q� ix w SELECTIVE DEMOLITION 0241 19-4 City of Iowa City Pedestrian Mall Improvements SECTION 02524 CURB RAMPS PART 1 - GENERAL 1.01 SUMMARY: A. Construct sidewalk curb ramps to meet ADA specifications. 1.02 REFERENCES: Genus Project No. 16034 A. Americans with Disabilities Act (ADA): Accessibility Guidelines for Buildings and Facilities. B. City of Iowa City Design Standards. C. Iowa DOT Design Manual, Chapter 12: Sidewalks and Bicycle Facilities, Dated 7/17/2014 D. ASTM C309 - Liquid Membrane Forming Compounds for Curing Concrete. E. Figures section of specifications. 1.03 QUALITY ASSURANCE: A. Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of curb ramp construction. B. Slope measurements. Newly constructed curb ramps and sidewalks not meeting the slope requirements will be, at the Engineers discretion, removed and replaced at the Contractors expense. 1.04 SUBMITTALS: A. Comply with Section 32 13 13. B. Submit manufacturer's technical product data. Include installation instructions for accessories which are built in or connected to other work. C. Product Warranty: Provide manufacturer's warranty information. D. Samples for verification: For each tactile warning surface, in maracturer's standard sizes unless otherwise indicated, showing edge condition, ncated- dome pattern, texture, color, and cross section: with fasteners angg%ch4l. 1.05 DELIVERY, STORAGE AND HANDLING: rn A. Deliver material in unopened containers with labels identifying c nts4tact" a CURB RAMPS W 02524 - 1 ro 1.06 PROJECT CONDITIONS: A. Comply with ACI requirements for cold and hot -weather concrete work. Pre -Installation Meeting PART 2 - PRODUCTS A. Concrete: Reference Section 32 13 13. Water: Fresh, clean and potable. C. Tactile / Detectable Warning Surface Tile Color: Brick Red Color shall be homogeneous throughout the tile. 2. Dimensions: Length and Width: 24" x 24" nominal or width of sidewalk Depth: 1.400" +/- 5% max. Face Thickness: 0.1875 +/- 5% max. Warpage of Edge: +/- 0.507o max. 3. 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 Iowa DOT Design Manual, Chapter 12: Sidewalks and Bicycle Facilities and the following sections of the Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities. Section 4. Accessible Elements and Spaces: Scope and Technical Re- quirements Section 14. Public Rights -of -Way 3.02 SLOPES: N A. Cross slope refers to the slope that is perpendicular to the -direct of. travel. Running slope refers to the slope that is parallel to the direction�6rpv rin -n D� c� B. Curb ramp cross slopes should be no greater than 1:48 or 2% tom4eiel -I plone.�— - C-) C. Curb ramp running slopes should be no greater than 1:12 or 8to mleverl ne unless existing conditions do not permit and layout is approy Ae EnIner. Curb ramp running slope should be no less that 1:48 or 2.07o to j vel pine. w. m CURB RAMPS 02524-2 3.03 PORTLAND CEMENT CONCRETE THICKNESS: A. 6 -inch thick P.C.C. will be placed as indicated on project plans. 3.04 WIDTHS: A. Curb ramps widths per plans. If necessary, transition width of ramps after truncated domes to match existing sidewalk for continuity. The minimum allowable width for curb ramps is 4 feet. Four -foot or matching widths are clear widths and do not include the flared sides or curved sides of a curb ramp. 3.05 CURB RAMPS GEOMETRICS: A. Curb ramps are shown in the plans. This project may include these or other curb ramp types not shown. Existing site conditions may require that alterations be made to proposed curb ramp design in order to provide a "best -fit". Quantity changes due to these alterations will be paid for per the unit price quoted on the Form of Proposal. B. The 6 -inch curb bordering the curb ramp will be paid separately in the Form of Proposal estimated quantities. 3.06 TEXTURED SURFACE: A. Al 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 from another existing or proposed curb ramp or sidewalk unless existing site conditions prevent this or are otherwise specified by the Engineer. rat 3.09 INSTALLATION: $n A. Concrete: Place and screed to required elevations as specified i91e*tio&2 1 T3' M B. Apply truncated domes per manufacturer's specifications. =t � = v 0 C. Protect concrete from premature drying, excessive hot or coldmperwure and damage. co CURB RAMPS 02524-3 Curing Compound: Apply per manufacturer's guide for rate and method. END OF SECTION CURB RAMPS 02524-4 N O =� M Ti ca �--) � C. r r m -v M o� a Q CURB RAMPS 02524-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements SECTION 02660 CITY OF IOWA CITY WATER DISTRIBUTION SPECIFICATIONS November 2016 PART 1 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 6. Backflow Ordinance C. American National Standards Institute and American Water Works,Sombined Standards (ANSI/AWWA) e D. American Water Works Association (AWWA): C) 1. AWWA Manual M23: PVC Pipe -Design and Installation nyrri co 2. AWWA Manual M17: Installation, Field Testing, and AftiQkenapce¢ Ire Hydrants -=1c� a' ff -- E. American Society for Testing Materials (ASTM) :< rn a m 1. ASTM A48: Gray Iron Castings o a Q 2. ASTM B62: Composition Bronze or Ounce Metal CastingsD w WATER DISTRIBUTION �� 02660- 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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): I . 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: Sworn certificates of shop tests showing compliance with appropriate standard for all piping materials. 1.4 QUALITY ASSURANCE 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, STORAGE AND 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. B. While unloading all piping materials: 1. Do not allow the pipe units to strike anything. 2. Do not handle pipe units with individual chains or single cables, even if padded. 3. Do not attach cables to pipe unit frames or banding for lifting. C. Within the "Storage" language of AW WA M23, change "should" to "shall:' D. Within the "Handling" language of AWWA M23, change "should" to "shall:' 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. o Z3 m 1.6 TIME D-tW*i A. Al work requiring a shutdown of active water main must be c2 m as qOIL'Icly as possible to minimae inconvenience to the consumers and risk he comm B. Advance notice requirements to the Iowa City Water Divisioriver4ate I or WATER DISTRIBUTION Go 02660 - 2 co City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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 LICENSES AND APPLICATIONS /. City of Iowa City 1. 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 2 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 Water Division. Any special exception requests shall be submitted to the Jurisdictional Engineer in writing in a timely manner for review prior to installation. 2.2 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 C2D5 pipf_with restraining system manufactured integrally into pipe c. Mechanical Restrained Joint: Ductile iron mechanea desl ed for joint restraint of AWWA C900 or AWWA C905 pipe ply�g wi*pWe requirements of ASTM F 1674. 3. Markings on Pipe: Q z a (� WATER DISTRIBUTION 0%60 - 3 w City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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 C 104 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 C1 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: a. Name of manufacturer. b. Size and class. c. Spigot insertion depth gauge. 2.3 BOLTS FOR WATER MAIN AND FITTINGS Use corrosion resistant bolts. A. Tee -bolts and Hexagonal Nuts for Mechanical Joints: 1. High-strength, low -alloy steel manufactured according to AWWA C 1 11. 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. 2.4 FITTINGS A. Comply with AWWA Cl 10 (ductile iron or gray iron) or AWWA C153 (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 aptraint. 1) Minimum pressure rating some as connectinip—ipe. RZ fittings between dissimilar pipes, the minimum pressurgfdog iqhe leer of the two pipes. n-�-I CO �� 1 2) Suitable for buried service. I yn �... ox a M WATER DISTRIBUTION OMb - 4 w U City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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 C 1 11. 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. 1. Center Sleeve (Center Ring): Steel pipe or tubing complying with ASTM A 53 or ASTM A 512, or formed carbon steel with a minimum yield of 30,000 psi. 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: o 1) Size: # 12 AWG. o m 2) Rating: Direct burial. AES_ rrn 3) Operating Voltage: 30 volts. � cd 4) Conductivity: 21 5) Copper Cladding: 3% of conductor diameter gm'rimyQ. m 6) Insulation Material: High density polyethylene-rn =IC CDM 7) Insulation Thickness: 0.030 inches, minimum. _ 2. Ground Rod: 3/8 inch diameter minimum, 60 inch steel ryd unif ice' my coated with metallically bonded electrolytic copper. %o WATER DISTRIBUTION 02660-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Ground -rod Clamp: High-strength, corrosion -resistant copper alloy. Splice Kit: See "Accepted Products for Water Distribution Materials." Tracer Wire Station: Reference figures CIC -5010.102 through 105. 2.7 SPECIAL GASKETS A. For soils contaminated with gasoline, use nitrile gaskets. B. For other soil contaminants, contact the Engineer for the required gasket. 2.8 SMALL WATER SERVICE PIPE AND 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: AWWA 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 8584. 4. Connections: Inlet shall be AWWA 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 8584. 4. Connections: Inlet and outlet shall be compression connection for CTS OD tubing. 5. Valve: Shall have a quarter turn check with fluorocarbon coated ball and stainless steel reinforced seat, and end pieces shall have o -ring sealed with double o -ring seals. N E. Curb Box: o 1. Comply with ANSI/AWWA C800. o m m T 2. 3. Style: Arch pattern, slide style. Length: 5 -foot box, 1 -foot telescope, shall telescope nd,dowru`r3Fide the base casting. jn CM (� 4. Coating: Black dip inside and out. -v 5. Rod: 5/8 -inch diameter with small key -clamp welded -< pd; Minletlael road and cotter pin; 42 -inches long. - �•J F. Curb Box Lids: oe 1. All lids: `Q WATER DISTRIBUTION 02660- 6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 a. Brass components shall conform to ASTM B62 and ASTM 8584, UNS C83600-85-5-5-5 (latest revision). b. Lids shall be made of cast iron per ASTM A48, Class 25. c. Lid shall be coated with black dip. 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 8584. 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 Cl 11. Comply with 2.3 of this section for joint nuts and bolts. b. For installation within structures, flanged with dimensions and drillings according to AWWA C110 or ANSI B16.1 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 61. 2. Stem Seals: Double O -rings permanently lubricated between sEws. Lubricant certified for use in potable water. o ae 3. External Bolts and Hex Nuts: Stainless steel according to 36EM A;40, Ty"M 304. >..4 S2"< o+ r C. Butterfly Valves:" tom 1. Standards: Comply with AW WA C504 class 150B or clai�§_ (gay irBr ductile iron) and NSF 61, ca _ D WATER DISTRIBUTION `a 02660 - 7 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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 AW WA C 1 10 or ANSI B16.1 class 125. 2.11 FIRE HYDRANT ASSEMBLY A. Material: Comply with AW WA 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: 11/, inch, standard pentagon. b. Pumper nozzle one 4'/z -inch pumper nozzle. c. Nozzle threads: National Standard Hose Threads. d. Main valve nominal opening size: 4.5 -inch on main smaller than 12 -inch in diameter, 5.25 -inch on main 12 -inch and larger E. Painting: 1. Shop coating according to AW WA C502. c3 2. Color: Safety Red, unless otherwise indicated by the Weser Diw an. F. External Bolts and Hex Nuts: Stainless steel according to ASTM s 0, G;Qde B7n G. Gate Valve: Comply with this section. �� co H. Pipe and Fittings: Comply with this section. r— 2.12 APPURTENANCES 'S -0M A. Flushing Device: As specified in the contract documents. w WATER DISTRIBUTION 02660- 8 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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. B. 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. 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 AWWA 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 reasonable care to control and conserve the rate and volume used. If there is waste or carelessness, Contractor will be charged for water. 2.15 DISINFECTION AGENT - CHLORINE A. Liquid Chlorine complying with AWWA B300 and AWWA B301. B. Sodium Hypochlorite complying with AWWA 8300. C Calcium Hypochlorite complying with AWWA B300. D. All disinfecting agents to be NSF 60 certified. Supply and store in the original container. N O PART 3 EXECUTION —' O '�*1 3.1 REFERENCES AND DOCUMENTS Dn n� r A. Contractor must have all required documents on the site before�rnmmcingr the work. Water mains, valves, hydrants, and special fittings shattrf9pnstcded i locations shown on the plans or as directed by the Engineer. p;* WATER DISTRIBUTION D X02660 • 9 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Valves, fittings, hydrants and ductile -iron pipe shall be installed in accordance with ANSI/AWWA C600 except as noted herein. C. PVC pipe must be furnished and installed in accordance with AWWA M23 and ANSI/AWWA 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. 3.2 PIPE INSTALLATION A. General: 1. 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 pipe before making any joint deflections. 5. Limit joint deflections to one degree less than pipe manufacturer's recommended maximum limit. 6. Tighten bolts in a joint 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 CIC -4C.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. H. 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: WATER DISTRIBUTION 02660-10 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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 encasement is used to prevent contact between the pipe and the bedding material, but need not be airtight or watertight. B. Install polyethylene encasement according to AW WA C105, using tubes or flat sheets, and pipe manufacturer's recommendations. C. Do not expose the polyethylene encasement to sunlight for long periods before installation. 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. 3.4 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 o E. Install ground rods adjacent to connections to existing piping aFA at logitions specified in Figures CIC -5010.102 through 105 and Figures CIC -4 i�cyncl�IC-4m Ground rods must have direct contact with native soil/undisturlir3:grocad. . F. Bring two wires to the surface at each fire hydrant location and QrrAing1Q witit"r tracer wire station (comply with Figure CIC -5010.102 and CIC -5 a5). G. Final inspection of the tracer system will be conducted by the pnDi oncrn the completion of the project and prior to acceptance by the FDRx. erify tf® electrical continuity of the system. Repair discontinuities. D c.o WATER DISTRIBUTION 02660-11 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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. 3.5 LOCATION, ALIGNMENT, SEPARATION & GRADE A. No water pipe shall pass through or come in contact with any part of a sewer manhole. B. Should physical conditions exist such that exceptions to this standard are necessary, the design engineer must detail how the sewer and water main are to be engineered to provide protection equal to that required by these sections. C. Sewers constructed of standard sewer materials shall not be laid within 75 feet of a 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 {des must be adequately supported and have watertight joints. I.Iga loves permeability soil for backfill material within 10 feet of the Mt p'Pprossir 2. Where the sanitary sewer crosses over or less than 18 inclq r eM a — water main, locate one full length of sewer pipe of watEBn in &teri(iso both joints areas far as possible from the water main. —inrn 3. Where the storm sewer crosses over or less than 18 inch ov� waMe main, locate one full length of sewer pipe of water mai erig�or V n w WATER DISTRIBUTION `92660- 12 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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. 1. Above -water Crossings: Ensure the pipe is adequately supported and anchored; protected from vandalism, damage, and freezing; and accessible for repair or replacement. 2. Underwater Crossings: Provide a minimum cover of 5 feet over the pipe unless otherwise specified in the contract documents. When crossing water courses that are greater than 15 feet in width, provide the following: a. pipe with flexible, restrained, or welded watertight joints, 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 flinch 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 66 done by the Water Division. This includes connections made on public ano ivat ain C. A new and site specific tapping application must be prep Efogach regardless of size, and submitted to the Water Division. The t� cpplic must be completed and include location, name, and address V"rylte00ustAer, schematic drawing, and materials of construction. .{m , m M 3.9 WATER MAIN OPERATIONS O , � ca WATER DISTRIBUTION 02660- 13 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 A. All work which involves operating the active public water distribution system will require the notice, consent, approval, and assistance of the Water Division. B. An accurate and legible copy of the "as -built' drawings must be on file in the Water Division office prior to using the water supply. C. If requested by the City, the contractor will work with Water Division personnel to submit a plan for initial operations and a plan for final operations to the Water Division for approval. The plans shall include a drawing and typed list of actions which show all the significant steps necessary to connect to the existing water distribution system or conduct the filling, flushing and testing operations. The purpose of both plans is to minimize the impact of service interruptions and pressure and flow variations on the water distribution system and existing customers. 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/AW WA C651 and the following specifications. B. As stated in the AWWA 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. o 4.3 SEQUENCE OF TESTING AND DISINFECTION :3EC� m IL-4 CD Perform operations according to AW WA C651 in the sequence below. 92fi5ess,841y r complete each operation before continuing to the next operation. Allmeds shall pa bacteriological testing before pressure testing is allowed. Testing segme halbe n longer than 1200 feet along one main. All legs/lateral mains shall be teas se arc(„ segments. Long main lines over 1200 feet in length shall be tested in disete t ming WATER DISTRIBUTION 02660- 14 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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): 1. 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. 4.5 FLUSHING A. Flush pipe using potable water until chlorine residual equals that of the existing potable water system. B. Dispose of chlorinated water to prevent damage to the environment. o Dechlorinate highly chlorinated water from testing before releaainto"he ground or sewers. Obtain Jurisdiction approval prior to flushing tiel;i 1. Check with the local sewer department for the conditiopj4 dig�bsal to— the sanitary sewer. in 2. Chlorine residual of water being disposed will be neutralise by.�eatirpn rn with one of the chemicals listed in the following table. a p W WATER DISTRIBUTION "b2660 - 15 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Table 5030.02: Amounts of Chemicals Required to Neutralize Various Residual Chlorine Concentrations in 100,000 Gallons of Water Residual Chlorine Concentration m L Sulfur Dioxide (SO2) Ib Sodium Bisulfate (NaHS03) Ib Sodium Sulfite (Na2SO3) Ib Sodium Thiosulfate (No2S203 + 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 8.3 12.5 14.6 12.0 20.9 50 41.7 1 62.6 1 73.0 1 60.0 1 104 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. 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 not drop below 150 psi, the test will be considered acceptable. G. Repair all visible leaks regardless of test. H. Addition of makeup water is not allowed. 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. 0 4.9 SYSTEMS CHECK C) OD ::Ec-) m M A. Valve Operations: All valves shall be located and tested Tfy°8percfien. Remove the valve box lid, insert the valve key and open and clow chyalve.r� B. Hydrant Operations: -[r— l. After the hydrant has been installed and the main and tint ve lM ;D GJ WATER DISTRIBUTION `92660 - 16 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 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 IN SERVICE The Water Division shall put the completed water system in service only after system has satisfactorily passed all testing and documentation requirements. City of Iowa City Water Division Accepted Products for Water Distribution Materials (Revised October 2017) WATER PIPE: (Ductile) ANSI/AWWA-A21.51/C151 American, Mc Wane, U.S. Pipe WATER PIPE: (PVC) AWWA - C900 Pressure Class 150. DR 18 CertainTeed Certa-Lok C900/RJ or C900/RJIB for directionally bored or restrained joint piping RESTRAINED JOINT PIPE GASKET: ANSI/AWWA C111/A21.11 American Fast -Grip, 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 FITTING: ANSI/AWWA A21.10/Cl 10 or C153, 350 psi Romac Alpha (XL) End Cap, Sigma, 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 Flanael Cascade CST -EX, Ford FAST, JCM-432, Mueller H304, Romac SST, Smith -Blair 665, TPS Triple Tap Series TS VALVE: (Resilient Seated Gate Valvesl ANSI/AWWA C509, Open Counterclockwise AVK Series 45, Clow 2640 F-6100, Kennedy 8571 SS, Mueller A-2362-20 c O m 2g VALVE: (Butterfly) ANSI/AWWA C504, Class 150B or Class 250B. Open Counterclfil Clow, DeZurik, GAV 800 Series, Kennedy, M & H, Mueller, Pratt Groundhog, Val Ma4tc r -rn VALVE: (Taopina) ANSI/AWWA C509, Open Counterclockwise �r = m Clow 2640 F-6114, Kennedy 8950 SS, Mueller T-2362-16 E;0 _ (� D w WATER DISTRIBUTION 02660- 17 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements VALVE BOX: Slip Type, Heavy Dutv Sigma VN467-35, Star Pipe VB -0007; Tyler Union Series 7126, Range 39"-60" VALVE BOX CENTERING RING: Adaptor, Inc Valve Box Adaptor II FIRE HYDRANT: AWWA C502 Open Clockwise. 4'h" (Main Smaller than 12") or 5'/:' (Main 12" and Loraer) American Darling Mark 73-5, American Darling B -84-B-5, Clow F-2545 Medallion with all stainless steel shaft, Mueller Super Centurion 250 STAINLESS STEEL REPAIR CLAMP: AWWA C230. With Stainless Steel Nuts & Bolts AY McDonald 425/435 Series Teck, Romac SS 1, Smith -Blair 261 SLEEVE TYPE COUPLING AWWA C219. With Stainless Steel Nuts & Bolts Hymax Coupling, Romac Style 501, Romac Alpha (XL) Wide Range Restraint Coupling, Romac Macro HP Two -Bolt Coupling, Smith -Blair Top Bolt 421, Smith -Blair 441 TRACER WIRE TERMINAL BOX: Copperhead SnakePit LDI4BTP, CDI4BTP, RB14BTP TRACER WIRE CONNECTOR: Blue in Color Copperhead Industries Snake Bite Locking Connector LSC I230B, Copperhead Industries Direct Bury Single Connector, Twister DB Plus Wire Connector Model 60 TRACER WIRE: #12 AWG. Blue in Color Copperhead, Kris Tech FREEZELESS YARD HYDRANT: Woodford Mfg Iowa Model Y34 and Yl SERVICE SADDLE: ANSI/AWWA C800 AY McDonald 3845, Ford 202BS, Smith -Blair 325 CORPORATION VALVE: ANSI/AWWA C800, Compression Ball Type AY McDonald 74701 BQ, Mueller B -25008N BALL CURB VALVE: ANSI/AWWA C800 Compression Connection for CTS OD Tubing AY McDonald 76100Q, Mueller B25209N CURB BOX7 ANSI/AWWA C800 Arch Pattern 5 -foot Lenath (Telescope 1 -foot), Me Stwith 42" Stainless Steel Rod &Cotter Pin r AY McDonald 5601 and 5603 with 5660SS �� r .,C-) r CURB BOX LID: "W" or "Water" Label on Lid -<� M Cement Applications: AY McDonald 5607L c5:0 _ WATER DISTRIBUTION X2660 - 18 City of Iowa City Pedestrian Mall Improvements All Other Applications: AY McDonald 5601 L STRAIGHT 3 -PART UNION: ANSI/AWWA C800 AY McDonald 74758Q, Mueller H -15403N, Cambridge Coupling POLYETHYLENE WRAP: AWWAC105.8 mil V -Bio Enhanced, approved equivalent Genus Project No. 16034 October 2017 City of Iowa City Water Division Accepted Products for Water Distribution Materials I��Iitzi7�.�y�[i7�[�Y3S•i�] N O_ Q *C m T =gym a til w WATER DISTRIBUTION '-92660 - 19 City of Iowa City Pedestrian Mall Improvements SECTION 02700 SEWERS PART 1 - GENERAL 1.01 SUMMARY: Genus Project No. 16034 A. Construction of piping and structures for the collection and transmission of wastewater and storm water. 1.02 REFERENCES: A. Reinforced Concrete Pipe - For Sanitary and Storm Sewers ASTM C76, latest edition, Standard Specification for Reinforced Concrete Culvert, Storm Drain and Sewer Pipe. 2. ASTM C443, latest edition, Standard Specification for Joints for Circular Concrete Culvert and Sewer Pipe, Using Rubber Gaskets. 3. ASTM C361, latest edition, Standard Specification for Reinforced Concrete Low -Head Pressure Pipe. B. Reinforced Concrete Arch Pipe - For Storm Sewers ASTM C506, latest edition, Specification for Reinforced Concrete Arch Culvert, Storm Drain and Sewer Pipe. C. Vitrified Clay Pipe ASTM C700, latest edition, Standard Specification for Vitrified -Clay Pipe, Extra Strength, Standard Strength, and Perforated. 2. ASTM C425, latest edition, Standard Specification for Compression Joints for Vitrified -Clay Pipe and Fittings. D. Ductile Iron Pipe 1. ANSI/AWWA-A21.5/C151, latest edition, Ductile -Iron Pipe, Centrifugally Cast in Metal Molds or Sand -Lined Molds, for Water or Other Liquids. ti o_ 2. ANSI/AWWA- A21.50/C150, latest edition, Thickness Den�of I*ctile.lcpn Pipe. �� d .r1 3. ANSI/AWWA-A21.53/C153, latest edition, Ductile -Iron Comet 1417ings,in. through 16 in., for Water and Other Liquids. :'tom _ o� 4. ANSI/AWWA-A21.11/C111, latest edition, Rubber -Gasket is TDT Duci7e- Iron Pipe and Gray -Iron Pressure Pipe and Fittings. cm wo SEWERS 02700- 1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 5. ANSI/AWWA-A21.4/C104, latest edition, Cement -Mortar Lining for Ductile - Iron Pipe and Fittings for Water. E. Poly Vinyl Chloride (PVC) Pipe - For Sanitary Sewer Service Lines ASTM D1784, latest edition, Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 2. ASTM D2321, latest edition, Recommended Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 3. ASTM D2729, latest edition, PVC Sewer Pipe and Fittings 4. ASTM D3034, latest edition, Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings 5. ASTM D3212, latest edition, Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals F. PVC Truss Pipe - For Sanitary Sewers 1. ASTM D1784, latest edition, Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 2. ASTM D2321, latest edition, Recommended Practiice for Underground Installation of Flexible Thermoplastic Sewer Pipe. 3. ASTM D2680, latest edition, Standard Specification for Acrylonitrile - Butadiene -Styrene (ABS) and Poly(Vinyl Chloride) (PVC) Composite Sewer Piping 4. ASTM F477, latest edition, Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe G. Manholes ASTM C478, latest edition, Standard Specification for Precast Reinforced Concrete Manhole Sections. H. Intake Structures 1. IDOT Standard Specifications. N O 2. Iowa Department of Transportation Highway Division "Stc2sjard I gad Plans Manual", latest edition. W � 1.03 QUALITY ASSURANCE: -,r) _ r �, r _� = m SEWERS 02700.2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements A All products will meet or exceed the minimum standards specified in the applicable references listed in the previous subsection. B. All suppliers of reinforced concrete pipe and manholes must be certified by the Iowa Department of Transportation. C. Reinforced concrete pipe shall be manufactured by such means to minimize cage twist. Pipe displaying cage twist in excess of 30 degrees, as demonstrated by the form seam, will be rejected. D. Details of gasket installation and joint assembly are subject to acceptance by the Engineer. E. All materials judged to be of poor quality will be marked by the Engineer and promptly removed from the site by the Contractor and replaced with new. All pipe must pass the leakage tests specified in Part 3 of this section. 1.04 SUBMITTALS: A. Concrete Pipe: Submit current Iowa Department of Transportation certification. B. Vitrified -Clay Pipe: Submit shop drawings of gasket installation and joint assembly. C. Shoring: Submit plans for all shoring, excluding trench boxes, certified by a professional engineer registered in the State of Iowa. This submittal will not be reviewed for structural adequacy by the City. PART 2 - PRODUCTS 2.01 MATERIALS: A. Reinforced Concrete Pipe - For Sanitary and Storm Sewers 1. Joints: All joints will be confined O-ring gasket meeting ASTM C443 or ASTM C361, as specified. All pipe 36 -inch diameter and smaller will have bell and spigot joints. Pipe larger than 36 -inch diameter may have tongue and groove joints. 2. Wall Thickness: Minimum wall thickness will be B -wall as defined in ASTM C76 or Class C25 as defined in ASTM C361. 3. Pipe Strength: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76 or as defined in ASTM C361. 4. Pipe Markings: All pipe shall be marked with the date of manufcgjure and ASTM class. If quadrant reinforcement is used, the top sq{ l be rMrked on the outside of the pipe. m D� co _ 5. Lift holes are not allowed.("— rn �� M M o�n s Q SEWERS �} 2700 - 3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 6. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline of the pipe. B. Reinforced Concrete Pipe - For Storm Sewers Joints a. Circular pipe: All joints will be confined O-ring or profile gasket meeting ASTM C443. All pipe 36 -inch diameter and smaller will have bell and spigot joints. Pipe larger than 36 -inch diameter may have tongue and groove joints. b. Arch pipe: All joints will be sealed with mastic butyl rubber -based sealant meeting the requirements of AASHTO M198-75, Type 'B". Wrap exterior of each joint with engineering fabric. 2. Wall Thickness a. Circular pipe: Minimum wall thickness will be B -wall as defined in ASTM C76. b. Arch pipe: Minimum wall thickness as defined for in ASTM C506. 3. Pipe Strength a. Circular pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III as defined in ASTM C76. b. Arch pipe: Pipe strength shall be as specified on the plans. If not specified, the minimum pipe strength shall be Class III A as defined in ASTM C506. 4. Pipe Markings: All pipe shall be marked with the date of manufacture and ASTM class. If quadrant reinforcement is used, the top shall be marked on the outside of the pipe. 5. Lift holes are not allowed. 6. Minimum Bedding - Type B per ASTM C 12 with compacted granular material to the springline of the pipe. C. Vitrified Clay Pipe 1. Joints: Shop drawing of gasket installation and joint assembly,,.,subject to approval of the Engineer. o o m 2. All pipe shall be "extra strength" as defined by ASTM C70%� 3. Minimum Bedding - Type B per ASTM C12 with ccgpglct®ty gr rlular material to the springline of the pipe. <m -p m E5= _ Q 3' w. SEWERS `D 02700. 4 City of Iowa City Pedestrian Mall Improvements D. Ductile Iron Pipe Genus Project No. 16034 1. Joints: Use push on joints unless otherwise specified on the plans. 2. Thickness: Unless otherwise indicated or specified, use Class 52. 3. Lining and Coating: a. Inside of pipe and fittings: Double thickness cement lining and bituminous seal coat conforming to ANSI A21.4. b. Outside of pipe and fittings: Standard bituminous coating conforming to appropriate ANSI. 4. Minimum Bedding - Type 5 per ANSI/AW WA CI50/A21.50 with compacted granular material to the springline of the pipe. E. PVC Truss Pipe - For Sanitary Sewers 1. All PVC truss pipe shall be made of PVC compound having a minimum cell classification of 12454 as defined in ASTM D1784. 2. Joints: Gaskets shall comply with all requirements in ASTM F477 and F913. Joint shall meet the requirements of ASTM D 2680 and ASTM D3212. 3. Pipe shall have a minimum pipe stiffness of 200 psi at 5% deflection. 4. Minimum Bedding - Crushed stone encasement to the top of the pipe. The minimum bedding depth shall be as specified on the plans. If not specified, the minimum bedding depth shall be 4' below the pipe. Poly Vinyl Chloride (PVC) Pipe - For Sanitary Sewer Service Lines 1. All PVC pipe shall be manufactured in accordance with ASTM D3034. 2. Joints: ASTM D3212 gasketed. 3. All 4" and 6" services shall be SDR 23.5. 4. Minimum Bedding - Crushed stone encasement to 6" above pipe. The minimum bedding depth shall be as specified on the plans. If not specified, the minimum bedding depth shall be 4" below the pipe. G. Corrugated Plastic Pipe for Subsurface Drainage Corrugated PVC with a smooth interior ASTM F949 and be constructed of resins D1784, cell class 124548. 0 CD C rn 7� co wall shall meet*4 standarf meeting the rec�l4Rnefrts of J(�3nIAA rn = op�o = G 2. Corrugated HDPE with a smooth interior wall shall meerlhe standards of ca SEWERS 02700-5 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements AASHTO M-252 and M-294. 3. Minimum Bedding - Drainable stone encasement to 6" above pipe. Manholes 1. Joints: All joints will be confined O-ring or profile gasket meeting ASTM C443. 2. No lift holes through the entire wall. 3. Mark date of manufacture. 4. Inverts: Precast and cast -in-place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in directions of inverts shall be smooth and rounded to the maximum extent possible to supplement flow through the manholes. 5. All manholes are 4 -foot diameter unless noted otherwise. 6. Manhole frame and lid to be Neenah R-1670, self-sealing, East Jordan 1117, self-sealing or approved equal. If in paved area, casting shall also be non - rocking. Manholes in paving shall have an interior Cretex chimney seal (or approved equal) that spans from the casting to the cone section. Bedding: Granular bedding material shall consist of porous backfill material, IDOT Standard Specification Section 4131 and Section 4109, Gradation No. 29. PART 3 - EXECUTION 3.01 INSTALLATION OF PIPE: A. Inspect before installation. Remove and replace defective sections. B. Alignment and Grade 1. Install to line and grade indicated on plans using laser and check elevation as required to maintain grade. 2. Driving down to grade by striking or with excessive force from Wkcavating equipment is not allowed. o m c) m 3. Blocking the pipe to grade with wood, stones or oth'g'�5atTiials if=t allowed. aN ;<r -o M C. Bedding 3rrI :0 =C v Ca w SEWERS 02700-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Support on compacted granular bedding material using the type of bedding specified on the plans. If no bedding is specified, use the minimum bedding specified in Part 2 of these specifications. 2. Place bedding material to ensure that there are no voids under or alongside the length of the pipe. Slice with shovel to remove voids. Compact with pneumatic equipment. 3. Hand shape bell holes so that only pipe barrel receives bearing pressure. D. Connections 1. A-LOK shall be used for all sanitary sewer connections to manholes unless approved by the Engineer. 2. Subdrains shall be connected to storm sewer intakes and manholes using IDOT standard intake outlet detail RF -19C. CMP outlet shall be used unless approved by the Engineer. E. Jointing Clean and lubricate all joints prior to assembly. 2. Join per manufacturer's recommendations. 3. Suitable couplings shall be used for jointing dissimilar materials. Backfill as specified in Section 02220. G. Clean pipeline upon completion. H. Tolerances Any deviation in a sewer pipes section more than 1/8 inch per foot of pipe diameter from the horizontal or vertical alignment, as established by the Engineer, will not be allowed; and all sewer laid incorrectly, as determined by the Engineer, must be relaid at the Contractor's expense. This tolerance in grade will be allowed only if the sewer is designed at a slope sufficient to prevent backfall when its limits are reached. Under no condition will a sewer be accepted when one or more pipe lengths have been installed without "fall". 2. The completed sewer must be laid so nearly in a perfect line that an ordinary electric lantern held at center of the sewer at a manhole may be wholly visible to the eye at the level of the sewer at the next manhole. o m 3. Sags and reverse slope on gravity pipe is prohibited. RemA�N relay pip" proper grade. 3.02 TESTING OF PIPE: �r m :<m -v ESx C7 SEWERS 902700 - 7 City of Iowa City Pedestrian Mall Improvements A. Lamp all pipe to visually inspect for defects and debris. Genus Project No. 16034 B. Leakage Tests: Perform leakage tests on all sanitary sewers as follows: Perform after completion of backfill. 2. Perform after groundwater has returned to normal level. 3. Furnish test plugs, water pumps, appurtenances, and labor. Install bulkheads for testing and weirs for measurement as necessary. Groundwater elevation from observation wells or excavations are subject to acceptance by the Engineer. If groundwater is more than two foot above top of pipe at upper end, conduct infiltration or low-pressure air tests. If maximum pressure exerted by groundwater is greater than 4 psig, conduct infiltration test. b. If groundwater is less than two foot above top of pipe at upper end, conduct eAltration or low-pressure air tests. C. If pipe is larger than 27 -inch, air test is not allowed. 4. ExfiItration or infiltration test performed on sections of approved length (maximum '/z -mile for sewers) and before connection to buildings. Low- pressure air tests performed on manhole -to -manhole sections of pipeline. 5. Low-pressure air test: a. Equipment (1) Designed for testing sewers using low-pressure air. (2) Provide air regulator or safety valve so air pressure does not exceed 8 psig. (3) All air through single control panel. b. Procedure (1) Perform from manhole -to -manhole after backfill. (2) Place pneumatic plugs: (a) sealing length: equal to or greater than pipe diameter, (b) capable of resisting internal test pressure without external bracing or blockintg `o (3) Introduce low-pressure air into sealedeft 9QJ adrnve internal air pressure 4 psig greater thar xinWin praccure exerted by groundwater above pipe inv t� I _<r— (4) Limit internal pressure in sealed line belo�sigs 0 SEWERS 02700-8 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 (5) Allow two minutes minimum for air pressure to stabilize. Disconnect low-pressure air hose from control panel. (6) Acceptable Test Result: (a) Minimum time for pressure to drop from 3.5 to 2.5 psig greater than maximum pressure exerted by ground water above pipe invert. Pipe diameter in inches Time in Minutes 4 2.0 6 3.0 8 4.0 10 5.0 12 5.5 15 7.5 18 8.5 21 10.0 24 27 11.5 13.0 (b) Minimum allowable time for sewers with more than one size of pipe: based on largest diameter reduced by 0.5 min. (c) If groundwater level at time of testing is above the sewer, air pressure shall be increased 0.43 psig for each foot the groundwater is above the flow line of the pipe. C. If pressure drop exceeds 1.0 psig during the test period, the test shall be considered to have failed. Locate and repair leaks and retest as required. 6. Infiltration Test a. Dewater and conduct test for at least 24 hours. b. Locate and repair leaks, and retest as required. N O C. Allowable infiltration, including manholes, fitting and eannections: maximum 200 gallons per inch diameter per mile 24�n urs. i7 —I PxfiltrationTest �� ON (� -<r -v a. Subject sewers to internal pressure by: (I) plug�th4nlet pf.ttie z' r SEWERS 02700-9 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 upstream and downstream manholes, (2) filling sewer and upstream manhole with clean water until the water elevation in the manhole is two feet above top of sewer, or two feet above the existing ground water in the trench, whichever is the higher elevation. b. Use suitable ties, braces, and wedges to secure stoppers against leakage from test pressure, where conditions between manholes may result in test pressure causing leakage. C. Rate of leakage from sewer: Determined by the amount of water required to maintain the initial water elevation for one hour from the start of the test. d. Allowable exfiltration some as allowable infiltration. If the average head above the section being tested exceeds two feet above top of pipe, then the allowable exfiltration can be increased by 5% for each additional foot of head. e. Modification to this test only as approved by the Engineer. f. Locate and repair leaks and retest as required. C. Deflection Tests: Perform deflection tests on all PVC truss sewers as follows: The mandrel (go/no-go) device shall be cylindrical in shape and constructed with nine (9) evenly spaced arms or prongs. The mandrel dimension shall be 95% of the flexible pipe's published ASTM average inside diameter. Allowances for pipe wall thickness or ovality (from shipment, heat, shipping loads, poor production, etc.) shall not be deducted from the ASTM average inside diameter, but shall be counted as part of the 5% allowance. The contact length of the mandrel's arms shall equal or exceed the nominal diameter of the sewer to be inspected. Critical mandrel dimensions shall carry a tolerance of ± .001". Proving rings shall be available. 2. The mandrel inspection shall be conducted no earlier than 30 days after reaching final trench backfill grade provided, in the opinion of the Engineer, sufficient water densification or rainfall has occurred to thoroughly settle the soil throughout the entire trench depth. Short-term (tested 30 days after installation) deflection shall not exceed 5% of the pipe's average inside diameter. The mandrel shall be hand pulled by the Contractor through all sewer lines. Any sections of the sewer not passing the mandrel test shall be uncovered and the Contractor shall replace and recompact the embedment backfill material to the satisfaction of the Engineer. These repaired sections shall be retested with the go/no-go mandrel until passing. ti 3. The Engineer shall be responsible for approving the rrwndrel.Woving rings may be used to assist in this. Drawings of the marl r6 A compete dimensioning shall be furnished by the Contractor to tlJ..ggi%r for diameter and type of flexible pipe. C-) r -I� an r- M .<M z SEWERS n -c- 02700. 10 0 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.03 CONSTRUCTION AND INSTALLATION OF MANHOLES, MANHOLE BOXES AND INTAKE STRUCTURES: A. Set bases true to line and elevation on minimum six-inch granular backfill material. B. Install O-ring or profile gasket in joints between sections conforming to manufacturer's standard. C. Cast in place inverts must provide a channel at least one-half the depth of the pipe and match the full cross-sectional area of the pipe. All junctions and changes in direction shall be smooth and rounded to the maximum extent possible to supplement flow through the structure. D. Plug holes for handling with mortar. Lay grading rings in full bed and joint of mortar without subsequent grouting, flushing or filling; bond thoroughly. Set frames with top conforming to finished ground or pavement surface as indicated and directed. Grading rings plus the frame height shall not exceed 24 inches. G. Set frames in full bed of RAM-NEK or equal to fill and make watertight space between masonry top and bottom flange of frame. H. Backfill as specified in Section 02220. Clean manhole upon completion. Inspect for visible leaks after groundwater has returned to normal level. Repair leaks. 3.04 MAINTENANCE OF FLOW: 3.05 A. Storm Sewers: At the end of each working day, the Contractor shall reestablish the full capacity of any drainage system affected by construction. Diversion of storm water into the sanitary sewer system is not allowed. B. Sanitary Sewers: The Contractor shall at all times maintain full capacity in the sanitary sewer system and protect the system from storm water. C. If pumps are used for the diversion of flow, the Contractor shall have a stand-by pump readily at hand. The Contractor shall provide the Police Department and the Supervisor of the Iowa City Wastewater Treatment Plant with phone numbers where the responsible person may be reached 24 hours a day to make immediate repairs and/or replacement in case of diversion system failure. Diversion'sf sanitary sewage to storm sewers or waterways is not allowed. o CONFLICTS >- 00 M n -< I A. Provide temporary support for existing water, gas, telephone, pe`key orgther tilities :<m m v m .0-02700 - 11 0 SEWERS City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements or services that cross the trench. B. Compact backfill under the existing utility crossing as specified in Section 02200. C. Separate gravity sewers from water mains by horizontal distance of at least 10 feet unless: 1. Top of sewer is at least 18 inches below the bottom of the water main. 2. Sewer is placed in separate trench or in same trench on bench of undisturbed earth with at least three feet separation form the water main. D. Use water main materials for gravity sewers with less than 10 feet of horizontal distance and top of the sewer less than 18 inches below the bottom of the water main; maintain a linear separation of at least two feet. E. Where gravity sewer crosses over water main or service or where the top of sewer is less than 18 inches below the bottom of the water main or service, the following requirements shall apply: 1. The sewer may not be placed closer than 6 inches below a water main or 18 inches above a water main. The separation distance shall be the maximum feasible in all cases. 2. Use 20 -foot length of water main material as specified for gravity sewer centered on the water main. Both joints shall be located as far from the water main as possible. 3. The sewer and the water main must be adequately supported and have watertight joints. 4. Backfill trench with low permeability soil for the 20 -foot length centered on the crossing. F. Sanitary sewer force mains and water mains shall be separated by a horizontal distance of at least 10 feet unless: 1. The force main is constructed of water main material meeting a minimum pressure rating of 200 psi. 2. The force main is laid at least four linear feet from the water main. END OF SECTION 02700 SEWERS N O C-) n� _o � Co C7 -G �n c, I r r 1`9 --a v 02700- 12 City of Iowa City Pedestrian Mall Improvements PART 1 - GENERAL 1.1 SECTION INCLUDES A. Base Bid and Alterna concrete materials, following: 1. Footings. 2. Slabs -on -grade. 3. Concrete walls. 1.2 DEFINITIONS Genus Project No. 16034 SECTION 03 30 00 CAST -IN-PLACE CONCRETE to Bid cast -in-place concrete, including formwork, reinforcement, mixture design, placement procedures, and finishes, for the A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast -furnace slag, subject to compliance with requirements. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. C. Indicate amounts of mixing water to be withheld for later addition at Project site. D. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. 1.4 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs on Project person rel qualified as Flotwork Technician and Finisher. e o � B. Manufacturer Qualifications: A firm experienced in manufac:%Mg lady - d concrete products and that complies with ASTM C94 requiremmk for, proon facilities and equipment. CAST -IN-PLACE CONCRETE _rn = m n X_ C-1 03 30 00 - 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. Source Limitations: Obtain each type or class of cementitious material of the same brand from the some manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer. D. Welding: Qualify procedures and personnel according to AWS D1.4, 'Structural Welding Code --Reinforcing Steel." E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301, "Specification for Structural Concrete." 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 1.5 DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. B. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, products specified. 2.2 FORM -FACING MATERIALS A. Smooth -Formed Finished Concrete: Form -facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other approved panel materials. 2. Exterior -grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows: a. High-density overlay, Class 1 or better. b. Medium -density overlay, Class 1 or better; mill -release agent treated and edge sealed. C. Structural 1, B -B or better; mill oiled and edge sealed. d. B -B (Concrete Form), Class 1 or better; mill oiled and edqie sealEg CD m B. Rough -Formed Finished Concrete: Plywood, lumber, metal, or ORh ppro d material. Provide lumber dressed on at least two edges and one sid�tig�fit. F r :�� = m E;= - D =. CAST -IN-PLACE CONCRETE '93 3000 - 2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. Forms for Cylindrical Columns, Pedestals, and Supports: Metal, glass -fiber -reinforced plastic, paper, or fiber tubes that will produce surfaces with gradual or abrupt irregularities not exceeding specified formwork surface class. Provide units with sufficient wall thickness to resist plastic concrete loads without detrimental deformation. D. Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concrete and other superimposed loads. E. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum. F. Form -Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form -release agent with rust inhibitor for steel form -facing materials. G. Form Ties: Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface. 2. Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface. 2.3 STEEL REINFORCEMENT A. Epoxy -Coated Reinforcing Bars: ASTM A615, Grade 60, deformed bars, ASTM A775, epoxy coated, with less than 2 percent damaged coating in each 12 -inch bar length. B. Steel Bar Mats: ASTM Al 84, fabricated from ASTM A615, Grade 60, deformed bars, assembled with clips. C. Plain -Steel Wire: ASTM A82. D. Deformed -Steel Wire: ASTM A496. E. Plain -Steel Welded Wire Reinforcement: ASTM A185, plain, fabricated from as -drawn steel wire into flat sheets. Deformed -Steel Welded Wire Reinforcement: ASTM A497, flat sheet. 2.4 REINFORCEMENT ACCESSORIES A. Epoxy -Coated Joint Dowel Bars: ASTM A615, Grade 60, plain-steJ5 bars5STM A775 epoxy coated. �@ -n B. Epoxy Repair Coating: Liquid, two-part, epoxy repair coating; co4iblgwithxy coating on reinforcement and complying with ASTM A775. �t - rn -v M C. Bar Supports: Bolsters, chairs, spacers, and other devices for spaQgrsuQ2ortiJp -pnd fastening reinforcing bars and welded wire reinforcement in plods Marfactu bar CAST -IN-PLACE CONCRETE 033000-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice;' of greater compressive strength than concrete and as follows: 1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected steel wire or CRSI Class 2 stainless-steel bar supports. 2. For epoxy -coated reinforcement, use epoxy -coated or other dielect(c-polymer- coated wire bar supports. 2.5 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the some type, brand, and source, throughout Project: 1. Portland Cement: ASTM C150, Type I, or gray. May supplement with the following: a. Fly Ash: ASTM C618, Class C. Not to exceed 20%. b. Ground Granulated Blast -Furnace Slag: ASTM C989, Grade 100 or 120. 2. Blended Hydraulic Cement: ASTM C595, Type IS, portland (507o max.) blast - furnace slag cement. B. Normal -Weight Aggregates: ASTM C33, Class 4S coarse aggregate or better, graded. Provide aggregates from a single source. 1. Maximum Coarse -Aggregate Size: 1-1/2 inch nominal. C. Water: ASTM C94 and potable. 2.6 ADMIXTURES A. Air -Entraining Admixture: ASTM C260. B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water -Reducing Admixture: ASTM C494, Type A. 2. Retarding Admixture: ASTM C494, Type B. 3. Water -Reducing and Retarding Admixture: ASTM C494, Type D. 4. High -Range, Water -Reducing Admixture: ASTM C494, Type F. 5. High -Range, Water -Reducing and Retarding Admixture: ASTM C494, Type G. 6. Plasticizing and Retarding Admixture: ASTM C1017, Type 11. N O_ � m m v=t ca �rn -o u � Q )> c - CD CAST -IN-PLACE CONCRETE 033000-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. Set -Accelerating Corrosion -Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and complying with ASTM C494, Type C. I . Products: a. Euclid Chemical Company (The); Eucon CIA. b. Grace Construction Products, W. R. Grace & Co.; DCI. C. Master Builders, Inc.; Rheocrete CNI. D. Non -Set -Accelerating Corrosion -Inhibiting Admixture: Commercially formulated, non - set -accelerating, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete. 1. Available Products: a. Grace Construction Products, W. R. Grace & Co.; DCI -S. b. Master Builders, Inc.; Rheocrete 222+. 2.7 WATERSTOPS A. Flexible Rubber Waterstops: CE CRD -C 513, for embedding in concrete to prevent passage of fluids through joints. Factory fabricate corners, intersections, and directional changes. 1. Available Manufacturers: a. Greenstreak. b. Williams Products, Inc. 2. Profile: Ribbed with center bulb. 3. Dimensions: 4 inches by 3/16 inch thick; nontapered. 2.8 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. (Hot weather condition): 1. Available Products: a. MBT Protection and Repair, Div. of ChemRex; Confilm. b. Meadows, W. R., Inc.; Sealtight Evapre. C. TK Products; Marquart. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry. C. Moisture -Retaining Cover: ASTM C171, polyethylene film or white burlap -polyethylene sheet. D. Water: Potable. m E. Clear, Waterborne, Membrane -Forming Curing Compound: A5#3Z Type, Class B, dissipating. (Interior Floors, except when temperature is below 1. Available Products: n -C Ir a. Degussa Sonosil. --�� "fl m b. Meadows, W. R., Inc.; 1100 Clear. :gym 0 CAST -IN-PLACE CONCRETE D OF30 00 - 5 0 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. Products: a. Euclid Chemical Company (The); Super Diamond Clear. b. Meadows, W. R., Inc.; CS -309/30. C. Sonneborn, Div. of ChemRex; Kure -N -Seal 5. F. Clear, Solvent -Borne, Membrane -Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. (Exterior surfaces) 1. Available Products: a. Euclid Chemical Company (The); Super Diamond Clear. b. Meadows, W. R., Inc.; CS -309/30. C. Sonneborn, Div, of ChemRex; Kure -N -Seal 5. 2.9 RELATED MATERIALS A. Expansion- and Isolation -Joint -Filler Strips: ASTM D1751, asphalt -saturated cellulosic fiber. B. Bonding Agent: ASTM C1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene. C. Dovetail Anchor Slots: Hot -dip galvanized steel sheet, not less than 0.0336 inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris. D. Reglets: Where resilient or elastomeric sheet flashing or bituminous membranes are terminated in reglets, provide reglets of not less than 26 gage galvanized sheet steel. Fill reglet or cover face of opening to prevent intrusion of concrete or debris. E. Horizontal Keyed Construction joint: Interior keyed construction joints shall be 18 gage galvanized steel #95 tongue and groove joint by Heckman with stake pin holes and stakes. Height is 1/2 inch less than slab thickness. Curb bar: Shall be 1-1/2 inch galvanized pipe with 1/8 inch x 1 inch x 6 inch strap anchors, 8 inches on center. G. Non -shrink grout: Shall comply with CRD -C 621, factory pre -mixed grout. Subject to compliance with requirements, products which may be incorporated in the work include, but are not limited to, "Set Grout", Master Builders; "Sonogrout", Sonneborn- ChemRex, Inc.; "Euco-NS", Euclid Chemical Co.; "Crystex", L & M Const. Chemical CO.; "Sure -Grip Grout", Dayton Superior Corp., "Horngrout", A.C. Horn, Inc. N H. Anchors: Provide all necessary anchors, anchor slots and inserts for f6Mre work. Anchors for plumbing, heating and electrical equipment and cath nQ w furnished and installed by the various contractors for their own woisUntrgr shall check with all prime contractors on the project to ensure tha 11¢hases, hPles, and raceways have been properly placed prior to the pour. :::in Cn rr7 :C m -v ac O ca CAST -IN-PLACE CONCRETE 03 30 00 - 6 City of Iowa City Pedestrian Mall Improvements 2.10 REPAIR MATERIALS Genus Project No. 16034 A. Repair Underlayment: Cement -based, self -leveling product that can be applied in thicknesses from 1/2 inch and that can be feathered at edges to match adjacent floor elevations. 1. Degussa Sonoflow. 2.11 CONCRETE MIXTURES, GENERAL A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows: 1. Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace Slag: 50 percent portland cement minimum, with fly ash or pozzolan not exceeding 20 percent. C. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water -reducing admixture in concrete, as required, for placement and workability. 2. Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. Maximum slump is 8 inches at point of placement. 2.12 CONCRETE MIXTURES FOR BUILDING ELEMENTS A. Footings and foundations: Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 3000 psi at 28 days. 2. Maximum Water-Cementitious Materials Ratio: 0.50. 3. Slump Limit: 4 inches, plus or minus 1 inch. 4. Air Content: 5-1/2 percent, plus or minus 1.5 percent at point of delivery for 1-1 /2 inch nominal maximum aggregate size. B. Structural Slabs/Walls: Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 4500 psi at 28 days. 2. Maximum water-cementitious ratio: 0.50. 3. Slump Limit: 4 inches. 4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 1-1 /2 -inch nominal maximum aggregate size. N 0 O o 2.13 FABRICATING REINFORCEMENT ZE m D-1 av A. Fabricate steel reinforcement according to CRSI's "Manual of Standarwalctiee." r m y r 0 CAST -IN-PLACE CONCRETE 03 30 00 - 7 City of Iowa City Pedestrian Mall Improvements 2.14 CONCRETE MIXING Genus Project No. 16034 A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to IDOT and furnish batch ticket information. PART 3 - EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows: 1. Class A, 1/8 inch for smooth -formed finished surfaces. 2. Class B, 1/4 inch for rough -formed finished surfaces. D. Construct forms tight enough to prevent loss of concrete mortar. E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. 1. Install keyways, reglets, recesses, and the like, for easy removal. 2. Do not use rust -stained steel form -facing material. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. G. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. H. Chamfer exterior corners and edges of permanently exposed concrete. I. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. N O J. Clean forms and adjacent surfaces to receive concrete. Rengve cOs, wood, sawdust, dirt, and other debris just before placing concrete. M K. Retighten forms and bracing before placing concrete, as requiredRore&nt rr oftr leaks and maintain proper alignment. .<r- 4"o m M o = 0 V, CAST -IN-PLACE CONCRETE C93 30 00 • 8 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements L. Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement. 3.2 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 1. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC's "Code of Standard Practice for Steel Buildings and Bridges:' 2. Install dovetail anchor slots in concrete structures as indicated. 3.3 REMOVING AND REUSING FORMS A. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form -removal operations and curing and protection operations are maintained. 1. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports weight of concrete in place until concrete has achieved at least 70 percent of its 28 -day design compressive strength. 2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores. B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -release agent. C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. CAST -IN-PLACE CONCRETE N O O O� M c7-< �- 4n �m v M 0 033000-9 City of Iowa City Pedestrian Mall Improvements 3.4 STEEL REINFORCEMENT Genus Project No. 16034 A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete. C. Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. 1. Weld reinforcing bars according to AWS D1.4, where indicated. D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. E. Install welded wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. F. Epoxy -Coated Reinforcement: Repair cut and damaged epoxy coatings with epoxy repair coating according to ASTM D3963. Use epoxy -coated steel wire ties to fasten epoxy -coated steel reinforcement. 3.5 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. I . Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. 2. Form keyed joints as indicated. Embed keys at least 1-1 /2 inches into concrete. 3. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam - girder intersection. 4. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. 5. Space vertical joints in walls as indicated. Locate joints beside piers 'ilegral with walls, near corners, and in concealed locations where possibly m 6. Use a bonding agent at locations where fresh concrete:g l la;d agni�lst hardened or partially hardened concrete surfaces. :Z>—4ao 7. Use epoxy -bonding adhesive at locations where fresh concreQfS$Ic ►&d a feinst hardened or partially hardened concrete surfaces. ,{r— m M Xy t O CAST -IN-PLACE CONCRETE 033000-10 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows: 1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces. 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 inch wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. D. Isolation Joints in Slabs -on -Grade: After removing formwork, install joint -filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. 1. Extend joint -filler strips full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated. 2. Terminate full -width joint -filler strips not less than 1/2 inch or more than 1 inch below finished concrete surface where joint sealants, specified in Division 07 Section "Joint Sealants," are indicated. 3. Install joint -filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat one-half of dowel length to prevent concrete bonding to one side of joint. Keyways: Provide keyways at least 1-1/2 inch deep in construction joints in wall, slabs, and between walls and footings; accepted bulkheads designed for this purpose may be used for slabs. Alternately, #4 dowels, 18 inches long and 12 inches on center can be used through cold joints, 9 inches in each slab. 3.6 WATERSTOPS A. Flexible Waterstops: Install in construction joints and at other joints indicated to form a continuous diaphragm. Install in longest lengths practicable. Support and protect exposed waterstops during progress of the Work. Field fabricate joints in waterstops according to manufacturer's written instructions. B. Self -Expanding Strip Waterstops: Install in construction joints and at other locations indicated, according to manufacturer's written instructions, adhesive bonding, mechanically fastening, and firmly pressing into place. Install in longest lengths practicable. N _O 3.7 CONCRETE PLACEMENT �D T A. Before placing concrete, verify that installation of formwork, reiRfokperrVent, embedded items is complete and that required inspections have beewgrfdPhed. �m v m B. Deposit concrete continuously in one layer or in horizontal layers of— thic%ne'c t no new concrete will be placed on concrete that has hardened%ugfl fo ce 35.r CAST -IN-PLACE CONCRETE 0330 00 - 11 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 1. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner to avoid inclined construction joints. 2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. 3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. C. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. 1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 2. Maintain reinforcement in position on chairs during concrete placement. 3. Screed slab surfaces with a straightedge and strike off to correct elevations. 4. Slope surfaces uniformly to drains where required. 5. Begin initial floating using bull floats or darbies to form a uniform and open - textured surface plane, before excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. D. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When average high and low temperature is expected to fall below 40 deg F for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. E. Hot -Weather Placement: Comply with ACI 301 and as follows: 1. Maintain concrete temperature below 95 deg F at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Fog -spray forms, steel reinforcement, and subgrade just befortPlacirilconcrete. Keep subgrade uniformly moist without standing water, soft spO>'sD, or arei, �n � �� r :�� -0 m C:)� - v 0 CAST -IN-PLACE CONCRETE 033000-12 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.8 STORMWATER POLLUTION PREVENTION A. The use of a concrete washout bag or equivalent must be provided at each construction site. A sign must be installed at the construction site, clearly designating the area for equipment operators. Concrete washout sites must be maintained to prevent the discharge of excess material and water into the storm water or any nearby body of water. The maintenance and removal of the washout site will be the responsibility of the concrete sub -contractor. B. All of this preventative work must follow the regulations of the Stormwater Pollution Prevention Plan (SWPPP). 3.9 FINISHING FORMED SURFACES A. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed -surface irregularities. I . Apply to concrete surfaces not exposed to public view. B. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed -surface irregularities. 1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish, to be covered with a coating or covering material applied directly to concrete. C. Rubbed Finish: Apply the following to smooth -formed finished as -cast concrete where indicated: 1. Smooth -Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with corborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. 2. Grout -Cleaned Finish: Wet concrete surfaces and apply grout of a consistency of thick paint to coat surfaces and fill small holes. Mix one part portland cement to one and one-half parts fine sand with a 1:1 mixture of bonding admixture and water. Add white portland cement in amounts determined by trial patches so color of dry grout will match adjacent surfaces. Scrub grout into voids and remove excess grout. When grout whitens, rub surface with clean burlap and keep surface damp by fog spray for at least 36 hours. D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish wiag a texture matching adjacent formed surfaces. Continue final surface t tmerlf!of formed surfaces uniformly across adjacent unformed surfaces, unless othen§QndW ted_n C') .,C r r M o?� =K C1 0 CAST -IN-PLACE CONCRETE 03 30 00 - 13 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.10 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in-place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work. B. Non -shrink grout: Grout base plates and foundations as indicated, using specified on - shrink grout. Use non-metallic grout. 3.11 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and ACI 301 for hot -weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 Ib/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period. D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. E. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. a. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive floor coverings. b. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. C. Cure concrete surfaces to receive floor coverings with either a moisture - retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project. 2. Curing Compound: Apply uniformly in continuous operation by po4m spray or roller according to manufacturer's written instructions. Recoat Seas su%lected to heavy rainfall within three hours after initial application. MagS c;Rtinult+rf coating and repair damage during curing period. -1 M C-) _< -�� C, r r oM a Fri CAST -IN-PLACE CONCRETE r G3 3oQ - 14 rr 0 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 a. After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer unless manufacturer certifies curing compound will not interfere with bonding of floor covering used on Project. 3. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.12 JOINT FILLING A. Prepare, clean, and install joint filler according to manufacturer's written instructions. 1. Defer joint filling until concrete has aged at least one month(s). Do not fill joints until construction traffic has permanently ceased. B. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of joint clean and dry. C. Install semirigid joint filler full depth in saw -cut joints and at least 2 inches deep in formed joints. Overfill joint and trim joint filler flush with top of joint after hardening. 3.13 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. B. Patching Mortar: Mix dry -pack patching mortar, consisting of one part portland cement to two and one-half parts fine aggregate passing a No. 16 sieve, using only enough water for handling and placing. C. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other discolorations that cannot be removed by cleaning. 1. Immediately after form removal, cut out honeycombs, rock pockets, and voids more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush -coat holes and voids with bonding agent. Fill and compact with patching mortar before bonding agent has dried. Fill form -tie voids with patching mortar or cone plugs secured in place with bonding agent. 2. Repair defects on surfaces exposed to view by blending white portland cement and standard portland cement so that, when dry, patching mortag ill match surrounding color. Patch a test area at inconspicuous locatito vy mixture and color match before proceeding with patching. CompacToin 1,11e and strike off slightly higher than surrounding surface. >::,a 3. Repair defects on concealed formed surfaces that affect c6r c ete,3�durgbmy and structural performance as determined by Architect. —'In r m o � Q c+ CAST -IN-PLACE CONCRETE 033000- 15 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 D. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use a sloped template. 1. Repair finished surfaces containing defects. Surface defects include spalls, popouts, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide or that penetrate to reinforcement or completely through unreinforced sections regardless of width, and other objectionable conditions. 2. After concrete has cured at least 14 days, correct high areas by grinding. 3. Correct localized low areas during or immediately after completing surface finishing operations by cutting out low areas and replacing with patching mortar. Finish repaired areas to blend into adjacent concrete. 4. Correct other low areas scheduled to receive floor coverings with a repair underlayment. Prepare, mix, and apply repair underlayment and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. Feather edges to match adjacent floor elevations. 5. Correct other low areas scheduled to remain exposed with a repair topping. Cut out low areas to ensure a minimum repair topping depth of 1/4 inch to match adjacent floor elevations. Prepare, mix, and apply repair topping and primer according to manufacturer's written instructions to produce a smooth, uniform, plane, and level surface. 6. Repair defective areas, except random cracks and single holes 1 inch or less in diameter, by cutting out and replacing with fresh concrete. Remove defective areas with clean, square cuts and expose steel reinforcement with at least a 3/4 - inch clearance all around. Dampen concrete surfaces in contact with patching concrete and apply bonding agent. Mix patching concrete of same materials and mixture as original concrete except without coarse aggregate. Place, compact, and finish to blend with adjacent finished concrete. Cure in some manner as adjacent concrete. 7. Repair random cracks and single holes 1 inch or less in diameter with patching mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching mortar before bonding agent has dried. Compact patching mortar and finish to match adjacent concrete. Keep patched area continuously moist for at least 72 hours. E. Perform structural repairs of concrete, subject to Architect's approval, using epoxy adhesive and patching mortar. N O F. Repair materials and installation not specified above may bEE5used,caubject to Architect's approval. rn D- m rT END OF SECTION 03 30 00 ."gym -p I , l Q;0 = v �� T+ ,1 0 CAST -IN-PLACE CONCRETE 03 30 00 - 16 City of Iowa City Pedestrian Mall Improvements SECTION 03 30 50 COLORED CONCRETE FINISHES PART 1 - GENERAL 1.1 WORK INCLUDED A. Integrally colored concrete paving. 1.2 REFERENCES A. L.M. Scofield Company Tech - Data Bulletin A-104.10. B. L.M. Scofield Company Tech - Data Bulletin A-514.02. C. L.M. Scofield Company Guide G-107.02. Genus Project No. 16034 D. ASTM C309 - Liquid Membrane -Forming Compounds for Curing Concrete. 1.3 QUALITY ASSURANCE A. Colored concrete finish to be performed by skilled workers who are trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of concrete coloring. B. Mockups: Coast mockups of full size sections of concrete pavement to demonstrate typical joints, surface finish, texture, color and standard workmanship. 1. Build 6'x6' mockups in the location and of the size indicated or, if not indicated, as directed by Owner's Representative. 2. Notify Owner's Representative seven days in advance of dates and times when mockups will be constructed. 3. Obtain Owner's Representative's approval of mockups before starting construction. 4. Maintain approved mockups during construction in an undisturbed condition as a standard for judging the completed pavement. - COLORED CONCRETE FINISHES 033050-1 N 0 5. Demolish and remove approved mockups from the site wh(adirecWd by Owner. h-< I r 1.4 SUBMITTALS :iC-) 'o .<r A. Comply with Section 01310. _ d D 1.5 DELIVERY, STORAGE AND HANDLING p COLORED CONCRETE FINISHES 033050-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 A. Deliver material in unopened containers with labels identifying contents attached. B. Powdered materials shall be kept dry and under cover. Protect liquid material from freezing. Expired materials shall not be used. 1.6 PROJECT CONDITIONS A. Comply with ACI requirements for cold and hot -weather work. B. Pre -Installation Meeting PART 2 - PRODUCTS A. MATERIALS: B. Concrete: Reference Section 321313. C. Water: Fresh, clean and potable. D. Colored Admixture: i. Chromix Admixture as manufactured by L.M. Scofield Company. Color equal Dark Gray (C-34) E. Curing compound: Lithochrome Colorwax by L.M. Scofield Company or Colorcure Concrete Sealer. 2. Color: to match Dark Gray (C-34). PART 3 - EXECUTION 3.1 INSPECTION A. Verify that subgrade is installed according to specifications and is free of conditions which could be detrimental to performance of colored concrete. 3.2 INSTALLATION A. Concrete: Place and screed to required elevations as specified in Section 321313. B. Float concrete from two directions with wood trowel to create a uniform surface. Do not use metal trowel. D. Trowel surface with a steel or aluminum trowel leaving no trowel marks. E. Protect concrete from premature drying, excessive hot or cold tempWature and damage. o OD E. Curing Compound: Apply per manufacturer's guide for rate an,th# -tom �► r a� = m nx r 0 COLORED CONCRETE FINISHES 03350-2 City of Iowa City Pedestrian Mall Improvements END OF SECTION Genus Project No. 16034 COLORED CONCRETE FINISHES 03350-3 N ci M ■ 1 � �m m � o� � Q Y 0 COLORED CONCRETE FINISHES 03350-3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements SECTION 04 01 40 STONE CLEANING OF EXISTING LIMESTONE PLANTER WALLS PART 1 GENERAL 1191][Kg IUVIEMLYI A. Section includes limestone cleaning as follows: 1. Removal of biological growth from existing limestone planter walls. 1.02 DEFINITIONS A. Very Low -Pressure Spray: Under 100 psi. B. Low -Pressure Spray: 100 to 400 psi. C. Medium -Pressure Spray: 400 to 800 psi. D. High -Pressure Spray: 800 to 1200 psi. E. Stone Terminology: ASTM C 119. F. Biological Growth: Algaic and other growths on masonry surfaces - most prevalent on limestone courses near the grade. G. Cleaning: The removal of soil deposition from masonry surfaces. The intent of this project is to remove all soil and biological growth from limestone with a comprehensive cleaning program. H. Efflorescence: White soluble salt encrustations on masonry surfaces. H. Iron Stains: Depositional or natural reddish -brown to orange iron -based stains present primarily on wall surfaces. 1.03 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include recommendations for application and use. Include test data substantiating that products comply with requirements. 1.04 INFORMATIONAL SUBMITTALS A. Quality -Control Program. B. Cleaning Program. 0 m o n � 'n n� W 1.05 QUALITY ASSURANCE Cn r _40 A. Chemical -Cleaner Manufacturer Qualifications: r A firm regularly en�� d& T 1 ■ , producing masonry cleaners that have been used for similar applicat�vitb- D ,r STONE CLEANING OF EXISTING LIMESTONE PLANTER WALLS 040140-1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements successful results, and with factory -trained representatives who are available for consultation and Project -site inspection and assistance at no additional cost. B. Quality -Control Program: Prepare a written quality -control program for this Project to systematically demonstrate the ability of personnel to properly follow methods and use materials and tools without damaging masonry. Include provisions for supervising performance and preventing damage due to worker fatigue. C. Cleaning Program: Prepare a written cleaning program that describes cleaning process in detail, including materials, methods, and equipment to be used, protection of surrounding materials, and control of runoff during operations. 1. If materials and methods other than those indicated are proposed for any phase of restoration work, add to the Quality -Control Program a written description of such materials and methods, including evidence of successful use on comparable projects, and demonstrations to show their effectiveness for this Project and worker's ability to use such materials and methods properly. 2. This building will be occupied during this project and protection of public access points and public locations on site is required. D. Cleaning and Repair Appearance Standard: Cleaned and repaired surfaces are to have a uniform appearance as viewed from 20 feet (6 m) away by Architect. Perform additional general cleaning of small areas that are noticeably different, so that surface blends smoothly into surrounding areas. E. Mockups: Prepare mockups of restoration and cleaning to demonstrate aesthetic effects and set quality standards for materials and execution and for fabrication and installation. Cleaning: Clean an area approximately 5 sq. ft. for limestone. a. Test cleaners and methods on samples of adjacent materials for possible adverse reactions. Do not use cleaners and methods known to have deleterious effect. b. Allow a waiting period of not less than seven days after completion of sample cleaning to permit a study of sample panels for negative reactions. 2. Approval of mockups does not constitute approval of deviations from 9 Contract Documents contained in mockups unless Architect sp� ifi ag approves such deviations in writing. D C C-) r 3. Approved mockups may become part of the completed Work A ttlistT ed time of Gm a. Substantial Completion. _ (� F. Preinstallation Conference: Conduct conference at Project site. T 1. Review methods and procedures related to stone cleaning including, but not limited to, the following: STONE CLEANING OF EXISTING LIMESTONE PLANTER WALLS 0401 40-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements a. Construction Schedule: Verify disassembly procedures, availability of materials, Restoration Specialist's personnel, equipment, and facilities needed to make progress and avoid delays. b. Materials, material application, sequencing, tolerances, and required clearances. 1.06 DELIVERY, STORAGE, AND HANDLING A. Deliver other materials to Project site in manufacturer's original and unopened containers, labeled with manufacturer's name and type of products. 1.07 PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and occupied weather conditions permit stone restoration and cleaning work to be performed according to manufacturers' written instructions and specified requirements. B. Clean stone surfaces only when air temperature is 40 deg F and above and is predicted to remain so for at least 7 days after completion of cleaning. C. Environmental Requirements/Conditions: Ensure that all treatments comply with institutional, local, state and federal regulations. Apply, contain and dispose of all treatments in accordance with applicable institutional, local, state and federal regulations. 1.08 COORDINATION A. Coordinate stone restoration and cleaning with public circulation patterns at Project site. Some work is near public circulation patterns and vehicles. Public circulation patterns cannot be closed off entirely, and in places can be only temporarily redirected around small areas of work. Plan and execute the Work accordingly. B. Vehicles located in the east parking lot will be relocated during the work on the east and portions of the north and south elevations. C. Lower levels of the scaffolding sections will need to be protected from public access or behind the construction fence. o_ o `a 1.09 SEQUENCING AND SCHEDULING �-1 W c7 -G 1 Cn A. Perform stone restoration work in the following sequence: --4c-) ;Cr- -p m 1. Remove plant growth. = Q 2. Inspect for open mortar joints and repair before cleaning to previi ih trusion of water and other cleaning materials into the wall. _ 3. Clean stone surfaces. STONE CLEANING OF EXISTING LIMESTONE PLANTER WALLS 0401 40-3 City of Iowa City Pedestrian Mall Improvements PART 2 - PRODUCTS 2.01 CLEANING MATERIALS A. Water: Potable. Genus Project No. 16034 B. Limestone Cleaner, Two -Part Limestone Cleaner: Manufacturer's standard system consisting of potassium or sodium hydroxide based, alkaline prewash cleaner and acidic after wash cleaner that does not contain hydrofluoric acid. 1. Products: Subject to compliance with requirements, provide one of the following available products that may be incorporated into the Work include, but are not limited to, the following]: a. ABR Products, Inc.; 500 Limestone Prewash Cleaner followed by 500 Limestone Afterwash. b. Diedrich Technologies Inc.; Diedrich 707X Limestone Cleaner Pre -Rinse and Diedrich 808X Black Encrustation Remover - Super Strong followed by 707N Limestone Neutralizer After -Rinse. c. PROSOCO; Sure Klean 766 Limestone Prewash followed by SureKlean Limestone & Masonry after wash. PART 3 - EXECUTION 3.01 PROTECTION A. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site, plants, and surrounding buildings from harm resulting from stone restoration work. B. Comply with chemical -cleaner manufacturer's written instructions for protecting building and other surfaces against damage from exposure to its products. Prevent chemical cleaning solutions from coming into contact with people, motor vehicles, landscaping, buildings, and other surfaces that could be harmed by such contact. 1. Cover adjacent surfaces with materials that are proven to resist chemical cleaners used unless chemical cleaners being used will not damage adjacent surfaces. Use materials that contain only waterproof and UV -resistant adhesives. 2. Keep wall wet below area being cleaned to prevent streaking from runoff. 3. Do not clean stone during winds of sufficient force to spread cleaning solutions to unprotected surfaces. o 4. Neutralize and collect alkaline and acid wastes for disposal off tvner'Qlroperty. 5. Dispose of runoff from cleaning operations by legal means and:mE nAer tM prevents soil erosion, undermining of paving and foundations, dg7Vge% landscaping, and water penetration into building interiors. --tn m r :'fir -v Mrn _ 3.02 CLEANING STONE, GENERAL _ Q 7> � STONE CLEANING OF EXISTING LIMESTONE PLANTER WALLS 0401 40-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 A. Proceed with cleaning in an orderly manner; work from bottom to top of each scaffold width and from one end of each elevation to the other. Ensure that dirty residues and rinse water will not wash over cleaned, dry surfaces. B. Use only those cleaning methods indicated for each stone material and location. 1. Do not use wire brushes or brushes that are not resistant to chemical cleaner being used. Do not use plastic -bristle brushes if natural -fiber brushes will resist chemical cleaner being used. 2. Use spray equipment that provides controlled application at volume and pressure indicated, measured at spray tip. Adjust pressure and volume to ensure that cleaning methods do not damage stone. a. Equip units with pressure gages. 3. For chemical -cleaner spray application, use low-pressure tank or chemical pump suitable for chemical cleaner indicated, equipped with cone-shaped spray tip. 4. For water -spray application, use fan -shaped spray tip that disperses water at an angle of 25 to 50 degrees. 5. For heated water -spray application, use equipment capable of maintaining temperature between 140 and 160 deg F at flow rates indicated. C. For steam application, use steam generator capable of delivering live steam at nozzle. D. Perform each cleaning method indicated in a manner that results in uniform coverage of all surfaces, including corners, moldings, and interstices, and that produces an even effect without streaking or damaging stone surfaces. E. Water Application Methods: 1. Water -Soak Application: Soak stone surfaces by applying water continuously and uniformly to limited area for time indicated. Apply water at low pressures and low volumes in multiple fine sprays using perforated hoses or multiple spray nozzles. Erect a protective enclosure constructed of polyethylene sheeting to cover area being sprayed. 2. Water -Spray Applications: Unless otherwise indicated, hold spray nozzle at least 6 inches from surface of stone and apply water in horizontal back and forth sweeping motion, overlapping previous strokes to produce uniform coverage. F. Chemical -Cleaner Application Methods: Apply chemical cleaners to stone surfaces to comply with chemical -cleaner manufacturer's written instructions; use brush or spray application. Do not spray apply at pressures exceeding 50 psi. Do not allow chemicals to remain on surface for periods longer than those indicated or recommended by manufacturer. N O G. Rinse off chemical residue and soil by working upward from botton-& top each treated area at each stage or scaffold setting. Periodically during efia rias, test I of rinse water running off of cleaned area to determine that chemi�_goeai er is completely removed. -�� 0% :<r -v m rn 1. Apply neutralizing agent and repeat rinse if necessary to prod stA pH (� between 6.7 and 7.5. y r STONE CLEANING OF EXISTING LIMESTONE PLANTER WALLS 040140-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 H. After cleaning is complete, remove protection no longer required. Remove tape and adhesive marks. 3.03 PRELIMINARY CLEANING A. Removing Plant Growth: Completely remove visible plant, moss, and shrub growth from stone surfaces. Carefully remove plants, creepers, and vegetation by cutting at roots and allowing to dry as long as possible before removal. Remove loose soil or debris from open joints to whatever depth they occur. B. Preliminary Cleaning: Before beginning general cleaning, remove extraneous substances that are resistant to cleaning methods being used. Extraneous substances include paint, calking, asphalt, and tar. 1. Carefully remove heavy accumulations of material from surface of stone with sharp chisel. Do not scratch or chip stone surface. 2. Remove asphalt and tar with solvent -type paint remover. a. Comply with requirements in "Paint Removal" Article. b. Apply paint remover only to asphalt and tar by brush without prewetting. c. Allow paint remover to remain on surface for 10 to 30 minutes. d. Repeat application if needed. 3.04 CLEANING STONEWORK A. Cold -Water Soak: 1. Apply cold water by intermittent spraying to keep surface moist. 2. Use perforated hoses or other means that will apply a fine water mist to entire surface being cleaned. 3. Apply water in cycles with at least 30 minutes between cycles. 4. Continue spraying until surface encrustation has softened sufficiently to permit its removal by water wash, as indicated by cleaning tests. 5. Continue spraying for 72 hours. 6. Remove soil and softened surface encrustation from stone with cold water applied by low-pressure spray. B. Cold -Water Wash: Use cold water applied by medium -pressure spray. r, 0 25 C* C. Detergent Cleaning: a� W 1. Wet stone with water applied by low-pressure spray. _< r r 2. Scrub stone with detergent solution using medium -soft brushes v�k5pil � thoroughly dislodged and can be removed by rinsing. Use smolN4i—heido M remove soil from mortar joints and crevices. Dip brush in solution n tr2nsue) that adequate fresh detergent is used and that stone surface re ins wet. 3. Rinse with water applied by medium -pressure spray to remove drttergerlSolution and soil. STONE CLEANING OF EXISTING LIMESTONE PLANTER WALLS 0401 40 - 6 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 4. Repeat cleaning procedure above where required to produce cleaning effect established by mockup. D. Mold, Mildew, and Algae Removal: 1. Wet stone with water applied by low-pressure spray. 2. Apply mold, mildew, and algae remover by brush [ or low-pressure spray]. 3. Scrub stone with medium -soft brushes until mold, mildew, and algae are thoroughly dislodged and can be removed by rinsing. Use small brushes for mortar joints and a. crevices. Dip brush in mold, mildew, and algae remover often to ensure that adequate fresh cleaner is used and that stone surface remains wet. 4. Rinse with water applied by medium -pressure spray to remove mold, mildew, and algae remover and soil. 5. Repeat cleaning procedure above where required to produce cleaning effect established by mockup. E. Two -Part Limestone Chemical Cleaning: 1. Wet stone with cold water applied by low-pressure spray. 2. Apply alkaline prewash cleaner to stone by brush or roller. Let cleaner remain on surface for period recommended by chemical -cleaner manufacturer unless otherwise indicated. 3. Rinse with cold water applied by medium -pressure spray to remove chemicals and soil. 4. Apply acidic after wash cleaner to stone in two applications, while surface is still wet, using low-pressure spray equipment, deep -nap roller or soft -fiber brush. Let neutralizer remain on surface for period recommended by manufacturer unless otherwise indicated. 5. Rinse with cold water applied by medium -pressure spray to remove chemicals and soil. 6. Repeat cleaning procedure above where required to produce cleaning effect established by mockup. Do not repeat more than once. END OF SECTION N O 0 m M - D� ad =fir -O 1 •1 M i• STONE CLEANING OF EXISTING LIMESTONE PLANTER WALLS 0401 40 - 7 City of Iowa City Pedestrian Mall Improvements SECTION 04 20 00 UNIT MASONRY PART 1 - GENERAL 1.1 SECTION INCLUDES A. Concrete masonry units. 1. Story Walls. 1.2 DEFINITIONS A. CMU(s): Concrete masonry unit(s). Genus Project No. 16034 B. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. 1.3 SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: For reinforcing steel. Detail bending, lap lengths, and placement of unit masonry reinforcing bars. Comply with ACI 315. Show elevations of reinforced walls. C. Samples for Verification: For each type and color of exposed masonry unit and colored mortar. D. Material Certificates: For each type and size of product. For masonry units, include data on material properties Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients. 1. Include test reports for mortar mixes required to comply with property specification. Test according to ASTM C109/C109M for compressive strength, ASTM C1506 for water retention, and ASTM C91 /C91 M for air content. 2. Include test reports, according to ASTM C1019, for grout mixes required to comply with compressive strength requirement. 1.4 QUALITY ASSURANCE A. Sample Panels: Build sample panels to verify selections made under Sample submittals and to demonstrate aesthetic effects. Comply with requirements in Section 014000 "Quality Requirements" for mockups. 1. Build sample panels for each type of exposed unit masonry construction in sizes approximately 48 inches long by 48 inches high by full thickness. 1.5 FIELD CONDITIONS N A. Cold -Weather Requirements: Do not use frozen materials or materia�_4nixecgr coated with ice or frost. Do not build on frozen substrates. Remove and rea6pq u masonry damaged by frost or by freezing conditions. Comply with cold-w6;fA&4r (Wstrucnn requirements contained in TMS 602/ACI 530.1 /ASCE 6. h'< r -ate 0,rT1 'M r r- m o� s UNIT MASONRY D -04209.1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Hot -Weather Requirements: Comply with hot -weather construction requirements contained in TMS 602/ACI 530.1 /ASCE 6. PART 2 - PRODUCTS 2.1- UNIT MASONRY, GENERAL A. Masonry Standard: Comply with TMS 602/ACI 530.1/ASCE 6, except as modified by requirements in the Contract Documents. B. Defective Units: Referenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated. Do not use units where such defects are exposed in the completed Work and will be within 20 feet vertically and horizontally of a walking surface. Defective units may not be used in load bearing walls. 2.2 CONCRETE MASONRY UNITS A. Shapes: Provide shapes indicated and as follows, with exposed surfaces matching exposed faces of adjacent units unless otherwise indicated. 1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions. B. CMUs: ASTM C90. 1. Unit Compressive Strength: Provide units with minimum average net -area compressive strength of 2150 psi or as indicated. 2. Density Classification: Normal weight, unless otherwise indicated. 2.3 CONCRETE LINTELS A. Concrete Lintels: ASTM C1623, matching CMUs in color, texture, and density classification; and with reinforcing bars indicated. Provide lintels with net -area compressive strength not less than that of CMUs. 2.4 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C150/C150M, Type I or II, except Type III may be used for cold - weather construction. Provide natural color or white cement as required to produce mortar color indicated. B. Hydrated Lime: ASTM C207, Type S. C. Portland Cement -Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients. D Masonry Cement: ASTM C91/C91M. D� W Aggregate for Mortar: ASTM C144. ---1n Cn r 1. For joints less than 1/4 inch thick, use aggregate graded with l QQRrc%t pcFn the No. 16 sieve. a7 = Q 2. White -Mortar Aggregates: Natural white sand or crushed white. D � UNIT MASONRY 042000-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3. Colored -Mortar Aggregates: Natural sand or crushed stone of color necessary to produce required mortar color. F. Aggregate for Grout: ASTM C404. G. Epoxy Pointing Mortar: ASTM C395, epoxy -resin -based material formulated for use as pointing mortar for glazed or pre -faced masonry units (and approved for such use by manufacturer of units); in color indicated or, if not otherwise indicated, as selected by Architect from manufacturer's colors. H. Cold -Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C494/C494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. I. Water: Potable. 2.5 REINFORCEMENT A. Epoxy -Coated Reinforcing Bars: ASTM A615 Grade 60, deformed bars, ASTM A775 epoxy coated, with less than 2 percent damaged coating in each 12 -inch bar length. B. Masonry -Joint Reinforcement, General: ASTM A 951 /A 951 M. 1. Exterior Wails: Hot -dip galvanized carbon steel. 2. Wire Size for Side Rods: 0.148 -inch diameter. 3. Wire Size for Cross Rods: 0.148 -inch diameter. 4. Wire Size for Veneer Ties: 0.148 -inch diameter. 5. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c. 6. Provide in lengths of not less than 10 feet, with prefabricated corner and tee units. C. Masonry -Joint Reinforcement for Single -Wythe Masonry: Ladder or truss type with single pair of side rods. D. Masonry -Joint Reinforcement for Veneers Anchored with Seismic Masonry -Veneer Anchors: Single 0.187 -inch- diameter, hot -dip galvanized carbon -steel continuous wire. 2.6 TIES AND ANCHORS A. General: Ties and anchors shall extend at least 1-1/2 inches into veneer but with at least a 5/8 -inch cover on outside face. B. Materials: Provide ties and anchors specified in this article that are made from materials that comply with the following unless otherwise indicated: 1. Hot -Dip Galvanized, Carbon -Steel Wire: ASTM A82/A82M, with ASTM A153/A153M, Class B-2 coating. 2. Steel Sheet, Galvanized after Fabrication: ASTM A1008/A1008M, Commercial Steel, with ASTM A153/A153M, Class B coating. V 3. Steel Plates, Shapes, and Bars: ASTM A36/A36M. O m ,En m it C. Individual Wire Ties: Rectangular units with closed ends and not less t intoes wider 1. Wire: Fabricate from 3/16-inchdiameter, hot -dip galvanized-ste r D. Rigid Anchors: Fabricate from steel bars 1-1 /2 inches wide by 1/4 inch�ij b;14 in long, with ends turned up 2 inches or with cross pins unless otherwise i@XlbteQl. UNIT MASONRY r 042000-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Corrosion Protection: Hot -dip galvanized to comply with ASTM A 153/A 153M. E. Adjustable Masonry -Veneer Anchors: 1. General: Provide anchors that allow vertical adjustment but resist a 100-lbf load in both tension and compression perpendicular to plane of wall without deforming or developing play in excess of 1/16 inch. 2. Fabricate sheet metal anchor sections and other sheet metal parts from 0.105- inch- thick steel sheet, galvanized after fabrication. 3. Fabricate wire ties from 0.187 -inch- diameter, hot -dip galvanized -steel wire unless otherwise indicated. 4. Screw -Attached, Masonry -Veneer Anchors: Wire tie and a rib -stiffened, sheet metal anchor section. 5. Screw -Attached, Masonry -Veneer Anchors: Wire tie and a gasketed sheet metal anchor section, with pronged legs of length to match thickness of insulation or sheathing and raised rib -stiffened strap to provide a slot for inserting wire tie. 6. Seismic Masonry -Veneer Anchors: Connector section and rib -stiffened, sheet metal anchor section with screw holes top and bottom, and having slotted holes for inserting connector section. Connector section consists of arib-stiffened, sheet metal bent plate, sheet metal clip, or wire tie with rigid PVC extrusion designed to engage continuous wire. 7. Coated, Steel Drill Screws for Steel Studs: ASTM C954 except with hex washer head and neoprene or EPDM washer, No. 10 diameter, or as indicated, and with coating with salt -spray resistance to red rust of more than 800 hours according to ASTM 8117. 2.7 MASONRY CLEANERS A. Proprietary Acidic Cleaner: Manufacturer's standard -strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masonry surfaces. Use product expressly approved for intended use by cleaner manufacturer and manufacturer of masonry units being cleaned. 2.8 MORTAR AND GROUT MIXES A. General: Do not use admixtures, including pigments, air -entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout. 2. Use masonry cement mortar unless otherwise indicated. 3. For exterior masonry, use masonry cement mortar. 4. For reinforced masonry, use masonry cement mortar. 5. Add cold -weather admixture (if used) at same rate for all mortar4at will be exposed to view, regardless of weather conditions, to ensure -Mat m=tar color is consistent. CD CD rn -n 3> r o0 B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form otv-gUeblende ix. Measure quantities by weight to ensure accurate proportions; on3ithord9bhly d ingredients before delivering to Project site. :<� = mmm o� Q 1Y UNIT MASONRY 042000-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. Mortar for Unit Masonry: Comply with ASTM C270, Property Specification. Provide the following types of mortar for applications stated unless another type is indicated or needed to provide required compressive strength of masonry. 1. For masonry below grade or in contact with earth, use Type M. 2. For reinforced masonry, use Type S. 3. For mortar parge coats, use Type S or Type N. 4. For exterior, above -grade, load-bearing and nonload-bearing walls and parapet walls; for interior load-bearing walls; for interior nonload-bearing partitions; and for other applications where another type is not indicated, use Type N. 5. For interior nonload-bearing partitions, Type O may be used instead of Type N. D. Grout for Unit Masonry: Comply with ASTM C476. 1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with TMS 602/ACI 530.1 /ASCE 6 for dimensions of grout spaces and pour height. 2. Proportion grout in accordance with ASTM C 476, Table 1 or paragraph 4.2.2 for specified 28 -day compressive strength indicated, but not less than 2500 psi. 3. Provide grout with a slump of 8 to 11 inches as measured according to ASTM C143/CI43M. E. Epoxy Pointing Mortar: Mix epoxy pointing mortar to comply with mortar manufacturer's written instructions. 1. Application: Use epoxy pointing mortar for exposed mortar joints with the following units: a. Pre -faced CMUs. b. Glazed structural clay facing tile. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor -driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed. B. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures. Mix units from several pallets or cubes as they are placed. 3.2 TOLERANCES A. Dimensions and Locations of Elements: 1. For dimensions in cross section or elevation, do not vary by more than plus 1/2 inch or minus 1/4 inch. 2. For location of elements in plan, do not vary from that indicated bore than plus or minus 1/2 inch. . p ao 3. For location of elements in elevation, do not vary from that *ftatf by rRe than plus or minus 1/4 inch in a story height or 1/2 inch total. n Ca ..... :,C-) r B. Lines and Levels: <r -v m M D ,r UNIT MASONRY 042000-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 1 . For bed joints and top surfaces of bearing walls, do not vary from level by more than 1/4 inch in 10 feet, or 1/2 -inch maximum. 2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 -inch maximum. 3. For vertical lines and surfaces, do not vary from plumb by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 -inch maximum. 4. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 -inch maximum. S. For lines and surfaces, do not vary from straight by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 -inch maximum. C. Joints: 1. For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to 1/2 inch. 2. For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch or minus 1/4 inch. 3. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch. 3.3 LAYING MASONRY WALLS A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement -type joints, returns, and offsets. Avoid using less -than -half-size units, particularly at corners, jambs, and, where possible, at other locations. B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less -than -nominal 4 -inch horizontal face dimensions at corners or jambs. C. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items. D. Fill space between steel frames and masonry solidly with mortar unless otherwise indicated. Fill cores in hollow CMUs with grout 24 inches under bearing plates, beams, lintels, posts, and similar items unless otherwise indicated. 3.4 MORTAR BEDDING AND JOINTING A. Lay CMU as follows 1. Bed face shells in mortar and make head joints of depth equal to bed joints. 2. Bed webs in mortar in all courses of piers, columns, and pilasters. o 3. Bed webs in mortar in grouted masonry, including starting courigon foangs. 4. Fully bed entire units, including areas under cells, at starting D�i,@se g foo�s where cells are not grouted. )� c, r =1� m M UNIT MASONRY 042000-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints. C. Rake out mortar joints at pre -faced CMUs and glazed structural clay the to a uniform depth of 1/4 inch and point with epoxy mortar to comply with epoxy -mortar manufacturer's written instructions. D. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated. E. Cut joints flush for masonry walls to receive plaster or other direct -applied finishes (other than paint) unless otherwise indicated. 3.5 ANCHORED MASONRY VENEERS A. Anchor masonry veneers to wall framing and concrete and masonry backup with masonry -veneer anchors to comply with the following requirements: 1. Fasten screw -attached through sheathing to wall framing and/or to concrete and masonry backup with metal fasteners of type indicated. Use two fasteners unless anchor design only uses one fastener. 2. Embed connector sections and continuous wire in masonry joints. 3. Locate anchor sections to allow maximum vertical differential movement of ties up and down. 4. Space anchors as indicated, but not more than 18 inches o.c. vertically and 24 inches o.c. horizontally, with not less than one anchor for each 2 sq. ft. of wall area. Install additional anchors within 12 inches of openings and at intervals, not exceeding 8 inches, around perimeter. 5. Space anchors as indicated, but not more than 16 inches o.c. vertically and 25 inches o.c. horizontally, with not less than one anchor for each 2.67 sq. ft. of wall area. Install additional anchors within 12 inches of openings and at intervals, not exceeding 36 inches, around perimeter. 6. Space anchors as indicated, but not more than 18 inches o.c. vertically and horizontally. Install additional anchors within 12 inches of openings and at intervals, not exceeding 24 inches, around perimeter. 3.6 MASONRY -JOINT REINFORCEMENT A. General: Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches. 1. Space reinforcement not more than 16 inches o.c. 2. Space reinforcement not more than 8 inches o.c. in foundation walls and parapet walls. 3. Provide reinforcement not more than 8 inches above and below wall openings and extending 12 inches beyond openings in addition to ,gpntinuous reinforcement. o m ::En -n 009 B. Interrupt joint reinforcement at control and expansion joints unless otl3ergse@Jicatt C. Provide continuity at wall intersections by using prefabricated T -shale nihP' _m -0 m CG Z! _ r. UNIT MASONRY 04 20 00 - 7 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements D. Provide continuity at corners by using prefabricated L-shaped units. 3.7 REINFORCED UNIT MASONRY INSTALLATION A. Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction. 1. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. 2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and that of other loads that may be placed on them during construction. B. Placing Reinforcement: Comply with requirements in TMS 602/ACI 530.1 /ASCE 6 C. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure. 1. Comply with requirements in TMS 602/ACI 530.1 /ASCE 6 for cleanouts and for grout placement, including minimum grout space and maximum pour height. 2. Limit height of vertical grout pours to not more than 60 inches unless approved by Architect. 3.8 FIELD QUALITY CONTROL A. Testing and Inspecting: Owner will engage special inspectors to perform tests and inspections and prepare reports. Allow inspectors access to scaffolding and work areas as needed to perform tests and inspections. Retesting of materials that fail to comply with specified requirements shall be done at Contractor's expense. B. Inspections: Special inspections according to Level B in TMS 402/ACI 530/ASCE 5. 1. Begin masonry construction only after inspectors have verified proportions of site - prepared mortar. 2. Place grout only after inspectors have verified compliance of grout spaces and of grades, sizes, and locations of reinforcement. 3. Place grout only after inspectors have verified proportions of site -prepared grout. C. Testing Prior to Construction: One set of tests. D. Testing Frequency: One set of tests for each 5000 sq. ft. of wall area or portion thereof. E. Clay Masonry Unit Test: For each type of unit provided, according to ASTM C 67 for compressive strength. F. Concrete Masonry Unit Test: For each type of unit provided, according to ASTM C 140 for compressive strength. G. Mortar Aggregate Ratio Test (Proportion Specification): For each mo provided, according to ASTM C 780. o m ZEn H. Mortar Test (Property Specification: For each mix provided, accorAhlgttoQTM 0. Test mortar for mortar air content (when masonry is below gradd2f Ad gomprwe strength. =ern s m CD UNIT MASONRY 9042000-8 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Grout Test (Compressive Strength): For each mix provided, according to ASTM C 1019. 3.9 PARGING A. Forge exterior faces of below -grade masonry walls, where indicated, in two uniform coats to a total thickness of 3/4 inch. Dampen wall before applying first coat, and scarify first coat to ensure full bond to subsequent coat. B Use a steel -trowel finish to produce a smooth, flat, dense surface with a maximum surface variation of 1/8 inch per foot. Form a wash at top of parging and a cove at bottom. Damp -cure parging for at least 24 hours and protect parging until cured. 3.10 REPAIRING, POINTING, AND CLEANING A. In -Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. B. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: I . Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. 2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. 3. Protect adjacent surfaces from contact with cleaner. 4. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing surfaces thoroughly with clear water. 5. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written instructions. 3.11 MASONRY WASTE DISPOSAL A. Waste Disposal as Fill Material: Dispose of clean masonry waste, including excess or soil - contaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill material as fill is placed. 1. Do not dispose of masonry waste as fill within 18 inches of finished grade. B. Masonry Waste Recycling: Return broken CMUs not used as fill to manufacturer for recycling. C. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above or recycled, and other masonry waste, and legally dispose of off Owner's property. END OF SECTION 04 20 00 O 0 O° m W C,)-< c r M m mco a UNIT MASONRY 042000-9 City of Iowa City Pedestrian Mall Improvements SECTION 05 12 00 STRUCTURAL STEEL FRAMING PART 1 - GENERAL 1.1 SECTION INCLUDES Genus Project No. 16034 A. Structural steel framing and grout associated with Permanent Stage Canopy at Weatherdance Fountain (Alternate No. 1) and/or Black Hawk Mini Park Shade Structure (Altemate No. 2) and vault repairs. 1.2 RELATED REQUIREMENTS A. Section 01 23 00 - Alternates: Descriptions of Altemate Bids related to Work described in this Section. Section 03 30 00 - Cast -In -Place Concrete. C. Section 05 31 00 - Steel Decking (Alternate Bid). Section 05 53 05 - Metal Gratings (Alternate Bid). Section 05 75 00 - Decorative Formed Metal (Alternate Bid). Section 10 73 16 - Glass Canopies (Altemate Bid). DEFINITIONS Structural Steel: Elements of structural -steel frame, as classified by AISC's "Code of Standard Practice for Steel Buildings and Bridges." PERFORMANCE REQUIREMENTS A. Connections: Provide details of simple shear connections required by the Contract Documents to be selected or completed by structural -steel fabricator, including comprehensive engineering analysis by a qualified professional engineer, to withstand loads indicated and comply with other information and restrictions indicated. 1. Select and complete connections using schematic details indicated and AISC 360. 2. Use ASD; data are given at service -load level. B. Moment Connections: Type FR, fully restrained. at C Construction: Combined system of moment frame, braced frame, ami sheails� n D� 1.5 SUBMITTALS �-� 0% r A. Product Data: For each type of product indicated. �� -o M v n �_ STRUCTURAL STEEL FRAMING (ALTERNATE BID) 051200- City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Shop Drawings: Show fabrication of structural -steel components. 1. Include details of cuts, connections, splices, camber, holes, and other pertinent data. 2. Include embedment drawings. 3. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain. 4. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip -critical high-strength bolted connections. 5. For structural -steel connections indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Selection Samples: For each finish product specified, color chips representing manufacturer's full range of available colors and patterns. D. Verification Samples: For each finish product specified, minimum size 12 inches square, representing actual product in color and texture. 1.6 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code --Steel:' B. Comply with applicable provisions of the following specifications and documents: 1. AISC's "Code of Standard Practice for Steel Buildings and Bridges:' 1.7 DELIVERY, STORAGE, AND HANDLING A. Store materials to permit easy access for inspection and identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from erosion and deterioration. 1. Do not store materials on structure in a manner that might cause distortion, damage, or overload to members or supporting structures. Repair or replace damaged materials or structures as directed. 2. Store fasteners in a protected place. Clean and relubricate bolts and nuts that become dry or rusty before use. 3. Protect finishes by applying heavy duty removable plastic film during production. 1.8 COORDINATION A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' recommendations to ensure thatA6op primers and topcoats are compatible with one another. o co -n B. Coordinate installation of anchorage items to be embedded in �acUJd to er construction without delaying the Work. Provide setting. diagwFtls, sheet rtal templates, instructions, and directions for installation.—t�' � :<m m O�o 3[ v �y •F STRUCTURAL STEEL FRAMING (ALTERNATE BID) 05 1200-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements PART 2 - PRODUCTS 2.1 STRUCTURAL -STEEL MATERIALS A. W -Shapes: ASTM A992. B. Channels, Angles, M and/or S -Shapes: ASTM A36. C. Plate and Bar: ASTM A36. D. Corrosion -Resisting Structural -Steel Shapes, Plates, and Bars: ASTM A588, Grade 50. E. Cold -Formed Hollow Structural Sections: ASTM A500, Grade 8, structural tubing. Corrosion -Resisting Cold -Formed Hollow Structural Sections: ASTM A847, structural tubing. G. Steel Pipe: ASTM A53, Type E or S, Grade B. 1. Weight Class: Standard. 2. Finish: Galvanized. H. Welding Electrodes: Comply with AWS requirements. 2.2 BOLTS, CONNECTORS, AND ANCHORS A. High -Strength Bolts, Nuts, and Washers: ASTM A325, Type 1, heavy hex steel structural bolts; ASTM A563, Grade C, heavy hex carbon -steel nuts; and ASTM F436, Type I, hardened carbon -steel washers; all with galvanized finish. 1. Direct -Tension Indicators: ASTM F959, Type 325 compressible -washer type. B. Unheaded Anchor Rods: ASTM F1554, Grade 36. 1. Configuration: Straight or hooked. 2. Nuts: ASTM A563 heavy hex carbon steel. 3. Plate Washers: ASTM A36 carbon steel. 4. Washers: ASTM F436 hardened carbon steel. 5. Finish: Galvanized. C. Headed Anchor Rods: ASTM F1554, Grade 36. 1. Nuts: ASTM A563 heavy hex carbon steel. 2. Plate Washers: ASTM A36 carbon steel. 3. Washers: ASTM F436 hardened carbon steel. 4. Finish: Galvanized. D. Threaded Rods: ASTM A36. o 1. Nuts: ASTM A563 heavy hex carbon steel. o m 2. Washers: ASTM F436. gr- m 'n 3. Finish: Galvanized. D—t W —� r 2.3 GROUT - to m �r A. Nonmetallic, Shrinkage -Resistant Grout: ASTM C1107, factory -pack , qw-meta aggregate grout, non -corrosive, non -staining, mixed with water to csistenFy suitable for application and a 30 minute working time. — STRUCTURAL STEEL FRAMING (ALTERNATE BID) 05 1200 - 3 City of Iowa City Pedestrian Mall Improvements 2.4 FABRICATION Genus Project No. 16034 A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and AISC's "Specification for Structural Steel Buildings --Allowable Stress Design and Plastic Design:' 2.5 SHOP CONNECTIONS A. High -Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A325 or A490 Bolts" for type of bolt and type of joint specified. 1. Joint Type: Snug tightened. B. Welded Connections: Comply with AWS D1.1 for welding procedure specifications, tolerances, appearance, and quality of welds and for methods used in correcting welding work. C. Metal Jointing and Finish Quality Level: Architectural - all joints as inconspicuous as possible, whether welded or mechanical. 1. Welded Joints: Continuously welded and ground smooth and flush. 2. Mechanical Joints: Butted tight, flush, and hairline; concealed fastenings only. 3. Exposed Edges and Comers: Eased to small uniform radius. 4. Metal Surfaces to be Painted: Sanded or ground smooth, suitable for highest quality gloss finish. 2.6 SHOP FINISHING SYSTEM A. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Clean all surfaces of exposed steel in accordance with SSPC Surface Preparation Specification No. 6 Commercial Blast Cleaning. B. Hot -Dip Galvanized Finish: Apply zinc coating by the hot -dip process to structural steel according to ASTM A123. 1. Fill vent holes and grind smooth after galvanizing. 2. Clean welds and abraded areas and repair galvanizing to comply with ASTM A780/A780M. C. Galvanizing Repair Paint: High -zinc -dust -content paint; comply with SSPC-Paint 20, compatible with other coatings specified for galvanized metal; complying with VOC limitations of authorities having jurisdiction. D. Priming: Immediately after galvanizing, apply primer according to manufacturer's written instructions and at rate recommended by SSPC to provide a dry film thickness of not less than 1.5 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces. 1. Stripe paint corners, crevices, bolts, welds, and sharp edges. 2. Apply two coats of primer to inaccessible surfaces after assly 4 °eregtinn. Change color of second coat to distinguish it from first. �L` � [ 1i STRUCTURAL STEEL FRAMING (ALTERNATE BID) es -Q r r D OS1200-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 E. Shop Finishing System: 1. Primer: A two -component, moisture -cured, zinc -rich aromatic urethane primer; conforming to SSPC Paint 20, Type II. a. Basis of Design: Tnemec; H90-97 Tneme-Zinc. b. Apply primer to provide 2.5 to 3.5 mils dry film thickness unless otherwise recommended by the primer manufacturer. No painting shall be done when the surface temperature of the steel is below the temperature at which condensation will occur. Apply paint thoroughly and evenly to dry surfaces in accordance with manufacturer's directions. 2. Intermediate Coat: Inorganic hybrid water-based epoxy intermediate coating compatible with specified primer and top coat. a. Basis of Design: Tnemec; Series 73 Endurashield. b. Apply intermediate coat to provide 4.0 to 6.0 mils dry film thickness unless otherwise recommended by the intermediate coat manufacturer. Apply paint thoroughly and evenly to dry primer surfaces in accordance with manufacturer's directions. 3. Top Coat: A pigmented fluoropolymer top coating compatible with specified intermediate coat. Provide in one color matching Architect's sample. a. Basis of Design: Tnemec; Series 1071 (Semi -gloss) color Fluoronar. b. Apply topcoat to provide 2.0 to 3.0 mils dry film thickness unless otherwise recommended by the topcoat manufacturer. Apply paint thoroughly and evenly to dry surfaces in accordance with manufacturer's directions. 2.7 SOURCE QUALITY CONTROL A. Testing Agency - Owner may engage an independent testing and inspecting agency to perform shop tests and inspections and prepare test reports. PART 3 - EXECUTION 3.1 EXAMINATION A. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 ERECTION A. Set structural steel accurately in locations and to elevations indicated and according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and "Specification for Structural Steel Buildings --Allowable Stress Design and Plastic Design:' 3.3 FIELD CONNECTIONS A. High -Strength Bolts: Install high-strength bolts according to RCSC's "Specluation for Structural Joints Using ASTM A325 or A490 Bolts" for type of bolt mnd tT of joint specified. n nr '71 1. Joint Type: Snug tightened. Z; r n' M o'er -0 a n r STRUCTURAL STEEL FRAMING (ALTERNATE BID) 05 1200-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Weld Connections: Comply with AWS D1.1 for welding procedure specifications, tolerances, appearance, and quality of welds and for methods used in correcting welding work. 1. Comply with AISC's "Code of Standard Practice for Steel Buildings and Bridges". 3.4 REPAIRS AND PROTECTION A. Galvanized Surfaces: Clean areas where galvanizing is damaged or missing and repair galvanizing to comply with ASTM A780. B. Touchup Painting: Immediately after erection, clean exposed areas where primer and finish system is damaged or missing and paint with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop -painted surfaces. 1. Clean and prepare surfaces by SSPC-SP 2 hand -tool cleaning or SSPC-SP 3 power -tool cleaning. END OF SECTION 05 12 00 STRUCTURAL STEEL FRAMING (ALTERNATE BID) 05 1200-6 N O_ l7 �C-) G rn v_, W <r-r rn o rn o� = Q r � STRUCTURAL STEEL FRAMING (ALTERNATE BID) 05 1200-6 City of Iowa City Pedestrian Mall Improvements SECTION 05 31 00 STEEL DECKING PART 1 - GENERAL 1.1 SECTION INCLUDES Genus Project No. 16034 A. Non -composite form deck and roof deck associated with Permanent Stage Canopy at Weatherdance Fountain (Alternate No. 1) and/or Black Hawk Mini Park Shade Structure (Alternate No. 2) and vault repairs. 1.2 RELATED REQUIREMENTS A. Section 01 23 00 - Alternates: Descriptions of Alternate Bids related to Work described in this Section. B. Section 05 12 00 - Structural Steel Framing (Alternate Bid). C. Section 05 31 00 - Steel Decking (Alternate Bid). D. Section 07 42 43 - Composite Metal Panels (Alternate Bid). E. Section 10 73 16 - Glass Canopies (Alternate Bid). 1.3 SUBMITTALS A. Product Data: For each type of deck, accessory, and product indicated. B. Shop Drawings: Show layout and types of deck panels, anchorage details, reinforcing channels, pans, cut deck openings, special jointing, accessories, and attachments to other construction. 1.4 QUALITY ASSURANCE A. Testing Agency Qualifications: An independent agency qualified according to ASTM E329 for testing indicated. 1.5 DELIVERY, STORAGE, AND HANDLING N O_ A. Protect steel deck from corrosion, deformation, and other dambgD durirA deli, storage, and handling. n co '' D=r ..� B. Stack steel deck on platforms or pallets and slope to provide drainamfnProdact vJth a waterproof covering and ventilate to avoid condensation. ;Cr" -9 M 1. Protect and ventilate acoustical cellular roof deck with factory839lleMnsulaiieri to maintain insulation free of moisture. V D t STEEL DECK (ALTERNATE BID) 053100-1 City of Iowa City Pedestrian Mall Improvements PART 2 - PRODUCTS 2.1 MANUFACTURERS Genus Project No. 16034 A. Steel Deck: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Consolidated Systems, Inc. 2. Epic Metals Corporation. 3. Nucor Corp.; Vulcraft Division. 4. United Steel Deck, Inc. 5. Wheeling Corrugating Company; Div. of Wheeling-Pittsburgh Steel Corporation. 2.2 ROOF DECK A. Steel Roof Deck: Fabricate panels, without top -flange stiffening grooves, to comply with "SDI Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 30, and with the following: 1. Galvanized -Steel Sheet: ASTM A653, Structural Steel (SS), Grade 33 minimum, G90 zinc coating. 2. Profile Depth: As shown on contract documents. 3. Design Uncoated -Steel Thickness: As shown on contract documents. 4. Span Condition: Single span, deck to be fabricated as one uniform piece across the width of the canopy. 2.3 NON -COMPOSITE FORM DECK A. Non -Composite Form Deck: Fabricate ribbed -steel sheet non -composite form deck panels to comply with "SDI Specifications and Commentary for Composite Steel Floor Deck," in SDI Publication No. 31, with the minimum section properties indicated, and with the following: 1. Galvanized -Steel Sheet: ASTM A653, Structural Steel (SS), Grade 33, G90 zinc coating. 2. Profile Depth: As shown on Drawings. 3. Design Uncoated -Steel Thickness: As shown on Drawings. 4. Span Condition: As shown on Drawings. 2.4 ACCESSORIES A. General: Provide manufacturer's standard accessory materials for deck that comply with requirements indicated. B. Pour Stops: Steel sheet, minimum yield strength of 33,000 psi, of some material and finish as deck, and of thickness and profile indicated. _ o C. End Closures, Z -Closures, and Cover Plates: Steel sheet, of some218eriag finisnd thickness as deck, unless otherwise indicated. m ` n� r D. Weld Washers: Uncoated steel sheet, shaped to fit deck rib, with fragtply-p&chEC'hole of 3/8 inch minimum diameter. -<m = m E. Galvanizing Repair Paint: ASTM A780. ro STEEL DECK (ALTERNATE BID) 053100-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements F. Repair Paint: Manufacturer's standard rust -inhibitive primer of same color as primer. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine supporting frame and field conditions for compliance with requirements for installation tolerances and other conditions affecting performance. 3.2 INSTALLATION, GENERAL A. Install deck panels and accessories according to applicable specifications and commentary in SDI Publication No. 30, manufacturer's written instructions, and requirements in this Section. B. Place deck panels on supporting frame and adjust to final position with ends accurately aligned and bearing on supporting frame before being permanently fastened. Do not stretch or contract side -lap interlocks. C. Place deck panels flat and square and fasten to supporting frame without warp or deflection. D. Cut and neatly fit deck panels and accessories around openings and other work projecting through or adjacent to deck. E. Provide additional reinforcement and closure pieces at openings as required for strength, continuity of deck, and support of other work. F. Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used for correcting welding work. 3.3 ROOF DECK INSTALLATION A. Roof Deck to Steel Supporting Members: As shown on contract documents. B. Side -Lap and Perimeter Edge Fastening: As shown on contract documents. C. End Bearing: As shown on contract documents. 3.4 NON -COMPOSITE FORM DECK INSTALLATION A. Fasten form -deck panels to steel supporting members by arc spot (puddle) Wields of the surface diameter indicated and as follows: a m 1. Weld Diameter: 5/8 inch, nominal. p� W 2. Weld Spacing: As shown on Drawings. n.< r �" 3. Weld Washers: Install weld washers at each weld location. --Ic-) m r -v B. Side -Lap and Perimeter Edge Fastening: Fasten side laps and �>i�oTeRP ed of panels between supports, at intervals not exceeding the lesser of ha f th;spari 36 inches, and as follows: s' 1. Fasten with a minimum of 1-1 /2 inch long welds. hr STEEL DECK (ALTERNATE BID) 0531 00 - 3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. End Bearing: Install deck ends over supporting frame with a minimum end bearing of I- 1/2 inches, with end joints as follows: 1. End Joints: Lapped and sealed. D. Girder Fillers: Weld steel sheet pour stops and girder fillers to supporting structure according to SDI recommendations, unless otherwise indicated. E. Floor -Deck Closures: Weld steel sheet column closures, cell closures, and Z -closures to deck, according to SDI recommendations, to provide tight -fitting closures at open ends of ribs and sides of deck. 3.5 REPAIRS AND PROTECTION A. Provide final protection and maintain conditions to ensure that steel deck is without damage or deterioration at time of Substantial Completion. END OF SECTION 05 31 00 ti 0 O n Q+ r '1 n Gt T" r— �m a M r ca STEEL DECK (ALTERNATE BID) 0531 00-4 City of Iowa City Pedestrian Mall Improvements SECTION 05 53 05 METAL GRATINGS (ALTERNATE BID) PART 1 - GENERAL 1.1 SECTION INCLUDES Genus Project No. 16034 A. Metal gratings and supplementary items required for installation associated with Permanent Stage Canopy at Weatherdance Fountain (Alternate No. 1) and/or Black Hawk Mini Park Shade Structure (Alternate No. 2). 1.2 RELATED REQUIREMENTS A. Section 01 23 00 - Alternates: Descriptions of Alternate Bids related to Work described in this Section. B. Section 05 12 00 - Structural Steel Framing (Alternate Bid). C. Section 05 31 00 - Steel Decking (Alternate Bid). D. Section 05 75 00 - Decorative Formed Metal (Alternate Bid). E. Section 10 73 16 - Glass Canopies (Alternate Bid). 1.3 REFERENCE STANDARDS A. ASTM B221 /13221 - Standard Specification for Aluminum and Aluminum -Alloy Rolled or Cold Finished Bar, Rod, and Wire; 2012. B. NAAMM MBG 531 - Metal Bar Grating Manual; 2009. 1.4 DELEGATED ENGINEERING A. Contract Documents Design Intent: Drawings and Specifications indicate design intent for products and systems and do not necessarily indicate or specify total Work required and shall not be construed as an engineered design. Furnish and install all Work required for a complete installation. B. Delegated Engineering Responsibility: Contractor shall employ a qualified professional engineer to provide engineering for products and systems including attachment to building structure required to meet design intent of Contract Documents in("ding, but not limited to, the following. C) m rn b— 1. Preparation of structural analysis data including engineering ukTbns, ehep drawings, and other submittals signed and sealed by the qud profess�al engineer responsible for their preparation. ;<� m E5W s w METAL GRATINGS (ALTERNATE BID) 055305-1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements C. Coordination of Contract Documents and Work: 1. Product Variations: In the event of minor differences between products and systems of acceptable or available manufacturers, Contractor shall notify Architect of such differences and resolve conflicts in a timely manner. Failure of Contractor to provide notification shall be construed as acceptance of conditions indicated, and changes caused by minor differences between products and Contract Documents shall be included in the Work at no additional cost to Owner. 2. Allowable Adjustments: Minor dimension and profile adjustments may be made in interest of fabrication or erection methods or techniques or ability to satisfy design intent, provided design intent is maintained as determined by Architect. Proposed deviations shall include a detailed analysis of impact to adjacent substrates or other building systems, including related design or construction cost impacts. If accepted by Architect, deviations causing changes in materials, constructability, substrates, or conditions shall be included in the Work at no additional cost to Owner. 1.5 SUBMITTALS A. Product Data: Manufacturer's technical literature for each product and system indicated. Include manufacturer's specifications for materials, finishes, construction details, installation instructions, and recommendations for maintenance. Shop Drawings: Show details of fabrication and installation, including plans, elevations, sections, details of components and attachments to other work. Distinguish between shop and field -assembled work. For installed products indicated to comply with design loads, include shop drawings and structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Delegated Engineering Calculations: Informational submittal for products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation; test reports are not acceptable substitute for calculations. D. Samples for Initial Selection: For units with factory -applied color finish. 1.6 QUALITY ASSURANCE zES2r*t '' A. Delegated Engineering Professional Qualifications: Professionals' n@@r le6211y authorized to practice in jurisdiction where Project is located anIRMncEr-Th providing engineering services of kind indicated that have resulte installatif products and systems similar to this Project and has a record of succksfn-seWTc� performance. ID15C _ Q D .01 B. Welding Qualifications: Qualify procedures and personnel acowding to AWS Dl .2/D1.2M, "Structural Welding Code -Aluminum". C. Metal Bar Grating Standards: Comply with NAAMM MBG 531. METAL GRATINGS (ALTERNATE BID) 05 53 05 - 2 City of Iowa City Pedestrian Mall Improvements 1.7 PROJECT CONDITIONS Genus Project No. 16034 A. Field Measurements: Where products and systems are indicated to fit other construction, verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1.8 COORDINATION A. Coordinate installation of products and systems with interfacing and adjoining construction to provide a successful installation without failure. B. Coordinate installation of anchorages for metal gratings. Fumish setting drawings, templates, and directions for installing anchorages, including anchor bolts and items with integral anchors. Deliver such items to Project site in time for installation. PART 2 - PRODUCTS 2.1 MANUFACTURERS AND PRODUCTS A. Available Manufacturers and Products: Subject to compliance with requirements of Contract Documents, manufacturers offering products that may be incorporated into the Work include, but are not limited to, those listed. 1. Alabama Metal Industries Corporation; a Gibraltar Industries company. 2. IKG Industries; a division of Harsco Corporation. 3. McNichols Co. 4. Ohio Gratings, Inc. 2.2 PERFORMANCE REQUIREMENTS A. General Performance: Engineer products and systems to withstand loads within limits of allowable working stresses of the materials involved under conditions indicated and without permanent deformation or failure of materials. B. Design Loads: Engineer to withstand design loads including, but not limited to, gravity, wind, and erection design loads and thermal movements established by authorities having jurisdiction, applicable local building codes, and as indicated. 1. Structural Movement: Engineer to withstand movements of structure including, but not limited to, drift, twist, column shortening, long-term creep and deflection from uniformly distributed and concentrated live loads. Contractor s all obtain required design data and identify movements accommodated ot9submittal drawings. o 2. Limit deflection to L/360 or 1/4 inch, whichever is less. a0 r r C. Thermal Movements: Engineer products and systems to accoreiga4l the I movements of supporting elements resulting from the following umccha (range) in ambient and surface temperatures without buckling, d' ingrstresl)o damaging loads on fasteners, failure of operating units to function prQ*.y, =d other detrimental effects. n 1. Temperature Change (Range): 120 deg F, ambient; 180 deg F, material surfaces. METAL GRATINGS (ALTERNATE BID) 055305-3 City of Iowa City Pedestrian Mail Improvements Genus Project No. 16034 Dimensional Tolerances: Engineer products and systems to accommodate dimensional tolerances of framing members and adjacent construction. Control of Corrosion: Prevent galvanic action and other forms of corrosion by isolating metals and other materials from direct contact with incompatible materials. 2.3 ALUMINUM MATERIALS A. Aluminum, General: Provide alloy and temper recommended by aluminum producer for type of use indicated, and with not less than the strength and durability properties of alloy and temper designated below for each aluminum form required. B. Extruded Bars and Shapes: ASTM B221 /B221 M, alloys and tempers as required to meet performance requirements. C. Aluminum Finish: Powder coat finish system meeting AAMA 603.8 specifications with a hardness rating of 2H. Color as selected by Architect. 1. Finish fabrications after assembly. 2. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into surrounding surface. 2.4 FASTENERS A. Fastener Type and Material: Select fasteners for type, grade, and class required to produce connections suitable for anchoring gratings to other types of construction indicated and capable of withstanding design loads. B. Stainless Steel Bolts and Nuts: Regular hexagon -head annealed stainless steel bolts, ASTM F593/F738M; with hex nuts, ASTM F594/F836M; and flat washers; Alloy Group 1 for Type 304. 2.5 FABRICATION, GENERAL A. Shop Assembly: Fabricate grating sections in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Cut, drill, and punch material cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. C. Form from materials of size, thickness, and shapes indicated, but not lewthan that needed to support indicated loads. o m m D. Fit exposed connections accurately together to form hairline joints. n-4 W r E. Shop -Welded Connections: Cope components at connections to iKe 7ide.&losemor use fittings designed for this purpose. Weld all around at connei2s, MClud' at fittings. Weld corners and seams continuously to develop full strer�i'f�rof "gemf�to comply with following: v w METAL GRATINGS (ALTERNATE BID) 05 53 05 -4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surfaces. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space the anchoring devices to secure gratings, frames, and supports rigidly in place and to support indicated loads. 2.6 METAL BAR GRATINGS A. Pressure -Locked, Rectangular Bar Aluminum Grating: Fabricated by pressing rectangular flush -top crossbars into slotted bearing bars or swaging crossbars between bearing bars. 1. Bearing Bar Spacing: 3 inches on center. 2. Bearing Bar Depth: 2 inches. 3. Bearing Bar Thickness: 1/8 inch. 4. Crossbar Spacing: 12 inches on center. Removable Grating Sections: Fabricate with banding bar perimeter edging and anchor plates, attached by welding, to each section. Include stainless steel threaded bolts with nuts and washers for attaching grating sections to structural steel beam supports. 1. Provide site -drilled holes in anchor plates to align with holes in structural steel beam supports. 2. Provide neoprene spacers between gratings and structural steel beam supports. PART 3 - EXECUTION 3.1 EXAMINATION A. Acceptance of Surfaces and Conditions: Examine substrates to receive products and systems and associated work for compliance with requirements and other conditions affecting performance. Proceed only when unsatisfactory conditions have been corrected in a manner complying with Contract Documents. Starting wc' within a particular area will be construed as acceptance of surface condition m n 3.2 PREPARATION t7 -C r r o+ A. General: Comply with manufacturer's instructions, reconnw�grrrcatiioons, specifications for cleaning and surface preparation. Surfaces shalkge contaminants, or errors which would result in poor or potentially def P% inclallati r would cause latent defects in Work. 3' r Cd 3.3 INSTALLATION OF METAL GRATINGS A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for securing gratings to in-place construction. METAL GRATINGS (ALTERNATE BID) 05 53 05 - 5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing gratings. Set accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; measured from established lines and levels. C. Connections: Fit exposed connections accurately together to form hairline joints. D. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with dissimilar metals with a heavy coat of bituminous paint or provide neoprene spacers that will be concealed from view. E. Install gratings to comply with recommendations of referenced metal bar grating standards that apply to grating types and bar sizes indicated, including installation clearances and anchoring details. F. Attach removable units to supporting members with type and size of fasteners indicated. 3.4 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean bolted connections and abraded areas of gratings with some powder coat finish system material as used for shop finish system. END OF SECTION 05 53 05 METAL GRATINGS (ALTERNATE BID) 05 53 05 - 6 N O O co v.� w n -G i r 3 W METAL GRATINGS (ALTERNATE BID) 05 53 05 - 6 City of Iowa City Pedestrian Mall Improvements SECTION 05 75 00 DECORATIVE FORMED METAL (ALTERNATE BID) PART 1 - GENERAL 1.1 SECTION INCLUDES Genus Project No. 16034 A. Decorative metal fabrications and assemblies made of formed or shaped metal sheet with secondary supports and anchors to structure associated with Permanent Stage Canopy at Weatherdance Fountain (Alternate No. 1) and/or Black Hawk Mini Park Shade Structure (Alternate No. 2), including: 1. Closures, trim, and filler panels. 2. Gutters, closures, and downspouts. 3. Decorative formed metal shapes. 4. Lighting coves. 5. Column mounted glass panel sign assembly. 1.2 RELATED REQUIREMENTS A. Section 01 23 00 - Alternates: Descriptions of Alternate Bids related to Work described in this Section. B. Section 05 12 00 - Structural Steel Framing (Alternate Bid). C. Section 05 31 00 - Steel Decking (Alternate Bid). D. Section 07 42 43 - Composite Metal Panels (Alternate Bid). E. Section 10 73 16 - Glass Canopies (Alternate Bid). 1.3 REFERENCE STANDARDS A. AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels; 2013. B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014. C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel `Hardware; 2009. N D. ASTM A276/A276M - Standard Specification for Stainless Steel Bars ao Shap�s; 2016. -n E. ASTM A480/A480M - Standard Specification for General Requirer�M fdMFlat-Rbllbd Stainless and Heat -Resisting Steel Plate, Sheet, and Strip; 2015. 0—< r r. =1cf�' F. ASTM A500/A500M - Standard Specification for Cold -Formed WeISF a Semi ss Carbon Steel Structural Tubing in Rounds and Shapes; 2013. g _ ca DECORATIVE FORMED METAL (ALTERNATE BID) 05 75 00 - 1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements G. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015. H. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2015. I. ASTM A780/A780M - Standard Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings; 2009 (Reapproved 2015). J. ASTM A792/A792M - Standard Specification for Steel Sheet, 55% Aluminum -Zinc Alloy - Coated by the Hot -Dip Process; 2010 (Reapproved 2015). K. ASTM A879/A879M - Standard Specification for Steel Sheet, Zinc Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface; 2012. L. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low -Alloy with Improved Formability, Solution Hardened, and Bake Hardenable; 2015. M. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014. N. ASTM D1056 - Standard Specification for Flexible Cellular Materials --Sponge or Expanded Rubber; 2014. O. ASTM E488/E488M - Standard Test Methods for Strength of Anchors in Concrete Elements; 2015. P. ASTM F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs; 2013a. Q. ASTM F594 - Standard Specification for Stainless Steel Nuts; 2009 (Reapproved 2015). R. AWS D 1.1 /DI. 1 M - Structural Welding Code - Steel; 2015. S. AWS D1.6/D1.6M-Structural Welding Code -Stainless Steel; 2007. T. NAAMM AMP 500-06 - Metal Finishes Manual; 2006. U. SSPC-PA 1 - Shop, Field, and Maintenance Painting of Steel; 2004. 1.4 SUBMITTALS A. Product Data - Sheet Metal Material: Manufacturer/fab(cator's daIg sheEPSon each product to be used, including:CD D �, OD r'n s 1. Preparation instructions and recommendations. c.)� -., 2. Storage and handling requirements and recommendations. =4n rn 3. Installation methods. 4. Specimen warranty. o 4) DECORATIVE FORMED METAL (ALTERNATE BID) 057500-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Shop Drawings: Show layout and elevations, dimensions and thickness of panels, connections, details and location of joints, sealants and gaskets, method of anchorage, number of anchors, supports, reinforcement, trim, flashings, and accessories. 1. Differentiate between shop and field fabrication. 2. Indicate substrates and adjacent work with which the fabrications must be coordinated. 3. Include large-scale details of anchorages and connecting elements. 4. Include large-scale details or schematic, exploded or isometric diagrams to fully explain flashing at a scale of not less than 1-1 /2 inches per 12 inches. C. Selection Samples: For each finish product specified, color chips representing manufacturer's full range of available colors and patterns. D. Verification Samples: For each finish product specified, minimum size 12 inches square, representing actual product in color and texture. E. Installer's Qualification Statement. Maintenance Data: Care of finishes and warranty requirements. 1.5 QUALITY ASSURANCE A. Fabricator Qualifications: Company specializing in fabricating products specified in this Section. B. Installer Qualifications: Company specializing in performing Work of the type specified in this Section. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver products in manufacturer/fabricator's original, unopened, undamaged containers with identification labels intact. 1. Protect finishes by applying heavy duty removable plastic film during production. 2. Package for protection against transportation damage. 3. Exercise care in unloading, storing and installing panels to prevent bending, warping, twisting and surface damage. B. Store products protected from exposure to harmful weather conditions and at temperature conditions recommended by manufacturer/fabricator. o 1. Store in well ventilated space out of direct sunlight. QC-' 2. Protect from moisture and condensation with tarpaulins or ot*iitge weelher tight covering installed to provide ventilation. -c� ON r 3. Store at a slope to ensure positive drainage of any accumulatedwateL 4. Do not store in any enclosed space where ambient temperat�arci&ce X20 degrees F.�c — lJ 5. Avoid contact with any other materials that might cause staining rdenting, or other surface damage. Sr DECORATIVE FORMED METAL (ALTERNATE BID) 05 75 00 - 3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements PART 2 - PRODUCTS 2.1 FORMED METAL FABRICATIONS - GENERAL A. Shop Assembly: Preassemble items to greatest extent possible. Minimize field splices and field assembly. Disassemble only as necessary for transportation and handling. Mark items clearly for assembly and installation. B. Coordination: Match dimensions and attachment of formed metal items to adjacent construction. Produce integrated assemblies. Closely fit joints; align edges and flat surfaces unless indicated otherwise. C. Forming: Brake form or bend decorative metal to profiles indicated on Drawings. Maximize lengths. Fold exposed edges to form hem indicated or ease edges to radius indicated with concealed stiffener. Provide flat, flush surfaces without cracking or grain separation at bends. D. Reinforcement: Increase metal thickness; use concealed stiffeners, backing materials or both. Provide stretcher leveled standard of flatness and stiffness required to maintain flatness and hold adjacent items in flush alignment. Anchors: Straps, plates and anchors as required to support and anchor items to adjacent construction. Supports: Miscellaneous framing, mounting, clips, sleeves, fasteners and accessories required for installation. G. Metal Jointing and Finish Quality Level: Architectural - all joints as inconspicuous as possible, whether welded or mechanical. 1. Welded Joints: Continuously welded and ground smooth and flush. 2. Mechanical Joints: Butted tight, flush, and hairline; concealed fastenings only. 3. Exposed Edges and Corners: Eased to small uniform radius. 4. Metal Surfaces to be Painted: Sanded or ground smooth, suitable for highest quality gloss finish. 5. Carbon Steel: Perform welding in accordance with AWS Dl .1 /Dl .1 M. 6. Stainless Steel: Perform welding in accordance with AWS D1.6/Dl .6M. H. Performance Requirements: 1. Thermal Movements: a. Allow for thermal movements in exterior metal fabrications due to temperature changes. Prevent buckling, opening of joints, overg6essing of components, failure of connections, and other detrimental effecs. b. Temperature Change Range: 120 degrees F, ambient; lVL�pgrees F, el material surfaces. D� ca c ->-C r 2. Corrosion: Prevent galvanic action and other forms of corrosiosoTing als and other materials from direct contact with incompatible mate -6414S i1 D ,F- w DECORATIVE FORMED METAL (ALTERNATE BID) 05 75 00 - 4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.2 DECORATIVE FORMED METAL FABRICATIONS - SHEET METAL A. Closures, Trim and Fill Panels: 1. Form closures, trim and fill panels from galvanized steel or carbon steel sheet, unless indicated to be stainless steel. 2. Conceal fasteners when possible. 3. Drill and tap holes for securing to other surfaces. 4. Provide gaskets where indicated or needed for continuous seal at adjacent surfaces. 5. Miter or cope at corners and reinforce with bent metal plate. Form tight joints. B. Gutters, Closures, and Downspouts: 1. Form gutters and closures from galvanized steel or carbon steel sheet, unless indicated to be stainless steel. Downspouts shall be carbon steel tubing. 2. Conceal fasteners when possible. 3. Drill and tap holes for securing to other surfaces. 4. Provide gaskets where indicated or needed for continuous seal at adjacent surfaces. 5. Miter or cope at corners and reinforce with bent metal plate. Form tight joints. C Lighting Coves: Form lighting coves from galvanized steel or carbon steel sheet. Provide cutouts for electrical wiring and fasteners. Coordinate size of coves, cutouts and anchoring system with lighting system shown on drawings. D. Column -Mounted Glass Panel Sign Assembly: Form sign mounts from galvanized steel or carbon steel sheet. Provide features shown on Drawings. Fit tightly to adjacent construction. E. Miscellaneous Metal Shapes: Form from galvanized steel or carbon steel sheet. Provide integral cove, reveals and other features shown on Drawings. Fit tightly to adjacent construction. 2.3 MATERIALS A. General: Provide decorative sheet metal without pitting, seam marks, roller marks, stains, discolorations, or other imperfections exposed to view on finished units. B. Galvanized Steel Sheet: ASTM A653/A653M, G90 (Z275) coating. 1. Thickness: 16 gage minimum, unless otherwise noted on Drawings. o o m C. Carbon Steel Sheet: ASTM A1008/A1008M; uncoated, cold rolled. Ty(Mmmew, I steel), exposed or ASTM A879/A879M electrolytic zinc coIil2g Wer A1008/A1008M, steel sheet substrate.r rn r M 1. Thickness: 16 gage minimum, unless otherwise noted on Drawin _ x _ Q D. Stainless Steel Sheet: ASTM A666, Type 304: stretcher -leveled. D r r Thickness: 16 gage minimum, unless otherwise noted on Drawings. DECORATIVE FORMED METAL (ALTERNATE BID) 057500-5 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements E. Steel Tube Downspouts: ASTM A500/A500M, Grade B. Dimensions: 3 inches by 2 inches by 3/16 inch thick. Metal Framing Members: Include sub-girts, zee -clips, base and sill angles and channels, hat -shaped and rigid channels, and furring channels required for complete installation. 1. Provide material strength, dimensions, configuration as required to meet the applied loads applied and in compliance with applicable building code. 2. Sheet Steel Components: ASTM A653/A653M galvanized to G90/Z275 or zinc -iron alloy -coated to A60; or ASTM A792/A792M aluminum -zinc coated to AZ60. 3. Stainless Steel Sheet Components: ASTM A480/A480M. G. Anchors, Clips, and Accessories: Provide concealed anchors and other materials as required to attach to structure, made of same materials as wall panel components, unless otherwise indicated. Do not use metals incompatible with the materials joined. 1. Stainless steel complying with ASTM A276/A276M, ASTM A480/A480M, or ASTM A666. 2. Steel complying with ASTM A36/A36M and hot -dipped galvanized to ASTM A 153/A 153M. 3. Exterior Locations or in Contact with Stainless Steel: a. Bolts: Stainless steel; ASTM F593, Group 1 (Al). b. Nuts: Stainless steel; ASTM F594. 4. Structural Anchors: Provide anchors where work is indicated to comply with design loads. a. Type: Provide chemical or torque -controlled expansion anchors. b. Capacity: When tested according to ASTM E488/E488M; four times the load imposed when installed in concrete. 5. Nonstructural Anchors: Provide powder -actuated fasteners where work is not indicated to comply with design loads. Provide size and number required for load, installation, and as recommended by manufacturer, unless indicated otherwise. H. Fasteners, General: Same basic metal and alloy as formed metal sheet unless indicated otherwise. Do not use metals incompatible with the materials joined. I. Gaskets: As required to seal joints in decorative formed metal and remain weathertight; as recommended in writing by decorative formed metal manufacturer. 1. ASTM D1056, Type 1, Class A, grade as recommended by gasket manliocturer to obtain seal for application indicated. 'o m *- m J. Bituminous Coating: Cold -applied asphalt mastic, noncorrosive oier�couatl frea of asbestos, sulfur, and other deleterious impurities; 15 mil dry film thickn(aerat. r K. Joint Sealer, Exterior: ASTM C920; elastomeric silicone sealant; of grie, d169s. and use classifications required to seal joints in decorative formed I gad re n weathertight; and as recommended in writing by decorativX forrrpd metal manufacturer. w DECORATIVE FORMED METAL (ALTERNATE BID) 05 75 00 - 6 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.4 PAINTS AND COATINGS A. Galvanizing Repair Paint: High -zinc -dust -content paint; comply with SSPC-Paint 20, compatible with other coatings specified for galvanized metal; complying with VOC limitations of authorities having jurisdiction. B. Epoxy Zinc -Rich Primer: Compatible with top coat. C. Shop Primer for Galvanized Steel: Cementitious galvanized metal primer. 2.5 FINISHES A. Finishes, General: Comply with NAAMM AMP 500-06. 1. Complete mechanical finishes before fabrication. After fabrication, finish joints, bends, abrasions and surface blemishes to match sheet. 2. Protect mechanical finishes on exposed surfaces from damage. 3. Apply organic and anodic finishes to formed metal after fabrication unless otherwise indicated. 4. Appearance: Limit variations in appearance of adjacent to one-half the range represented in approved samples. Noticeable variations in the same piece are not acceptable. Install components within the range of approved samples to minimize contrast. B. Galvanized and Carbon Steel Finishes: Repair galvanized surfaces. Clean welds and abraded areas and repair galvanizing to comply with ASTM A780/A780M. C. Finish System Materials for Galvanized and Carbon Steel: To match finish system on Structural Steel and Glass Canopies. Primer: A two -component, moisture -cured, zinc -rich aromatic urethane primer. The primer shall also conform to SSPC Paint 20, Type II. a. Tnemec; H90-97 Tneme-Zinc. b. Apply primer to provide 2.5 to 3.5 mils dry film thickness unless otherwise recommended by the primer manufacturer. No painting shall be done when the surface temperature of the steel is below the temperature at which condensation will occur. Apply paint thoroughly and evenly to dry surfaces in accordance with manufacturer's directions. 2. Intermediate Coat: Inorganic hybrid water-based epoxy intermediate coating compatible with specified primer and top coat. a. Tnemec; Series 73 Endurashield. b. Apply intermediate coat to provide 4.0 to 6.0 mils dry film thickness unless otherwise recommended by the intermediate coat manufacturer. Apply paint thoroughly and evenly to dry surfaces in accordance wittU manufacturer's directions. o m P pigmented P Y P 9 p8i: 6 3. To Coat: A i mented fluoro of mer to coating com sp ed intermediate coat. Provide in one custom color matching Arqtt$ct'asam J37 a. Tnemec; Series 1071 (Semi -gloss) color Fluoronar. -<r- -0 m n� r r DECORATIVE FORMED METAL (ALTERNATE BID) 057500-7 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 b. Apply topcoat to provide 2.0 to 3.0 mils dry film thickness unless otherwise recommended by the topcoat manufacturer. Apply paint thoroughly and evenly to dry surfaces in accordance with manufacturer's directions. C. Stainless Steel Finishes: Directional Satin No. 4. 1. Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish. 2. Polished Finishes: Comply with NAAMM AMP 500-06; grind and polish surfaces to uniform finish free of cross scratches. Run grain of directional finishes with long dimension of each item. 3. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify dimensions, tolerances, and interfaces with other work. B. Verify substrate on-site to determine that conditions are acceptable for product installation in accordance with manufacturer's written instructions. C. Notify Architect of unsatisfactory preparation before proceeding. Notify Architect in writing of conditions detrimental to proper and timely completion of work. Do not proceed with erection until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect adjacent work areas and finish surfaces from damage during installation. B. Deliver anchorage items to be cast into concrete to appropriate installer together with setting templates. C. Coat concrete surfaces that will be in contact with metal surfaces with bituminous coating. 3.3 INSTALLATION - SHEET METAL AND PLATE FABRICATIONS A. Locate and place decorative formed sheet metal items level and plumilalign with adjacent construction. Cut, drill and fit as required to install. o 'a *n M 71 B. Do not cut or abrade sheet metal finishes that cannot be complcWesfpred e field. Return such items to manufacturer or fabricator for requir=*9lte%0tionJ and refinishing or provide new items. -<m -p rn 2D = � C. Use concealed anchorages. Provide washers where needed on%3% otscrev75'to protect metal surfaces and make weathertight connection. D t qw D. Form tight joints with exposed connections accurately fitted together. Provide reveals and openings for sealants and joint fillers indicated. DECORATIVE FORMED METAL (ALTERNATE BID) 05 75 00 - 8 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 E. Install gaskets, joint fillers, insulation, sealants, and flashings as work progresses. Make exterior decorative formed sheet metal items weatherproof. F. Corrosion Protection: Apply permanent separation materials on concealed surfaces where metals would otherwise be in direct contact with incompatible substrate materials. Prevent corrosion damage to material and finish. 3.4 CLEANING A. Restore finishes damaged during installation and construction period. Return items that cannot be refinished in the field to manufacturer or fabricator. Refinish entire unit or provide new units. B. Remove protective film after installation of joint sealers, after cleaning of adjacent materials, and immediately prior to completion of work. C. Remove temporary coverings and protection of adjacent work areas. D. Clean installed products in accordance with manufacturer's instructions. 3.5 PROTECTION A. Protect installed products from damage during construction. END OF SECTION 05 75 00 N O Z -C-) m m �- -<C-) Gm ° rn � o� � 0 g v r DECORATIVE FORMED METAL (ALTERNATE BID) 057500-9 City of Iowa City Pedestrian Mall Improvements SECTION 6100 WATERPROOFING FOR VAULTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This work involves preparing the surfaces to be water -proofed, and applying waterproofing material consisting of a single -layer system, as is described in the following parts of this section and as shown by the plans. There is one vault to be waterproofed and it is identified in the plans as at 118 E. College St. PART 2 - PREPARATORY PROCEDURES 2.1 SURFACE PREPARATION A. The existing Pedestrian Mall has an existing brick paver surface. All portions of this surface, including that over the vault to be waterproofed, are to be removed and be replaced with new pavers. Bricks over the vault areas are to be removed as a separate item of this project, and, as such, is not considered to be a portion of this waterproofing work. B. Upon removal of the pavers, the existing vault roof is to be replaced with new PCC construction, which is separate work not part of waterproofing. C. The surfaces of the vault receiving the waterproofing material shall be thoroughly cleaned of deleterious material and be dry before application of any waterproofing materials. This shall include a portion of surfaces of new subbase PCC project paver surfacing adjacent the vault, which is separate item of work, also not part of waterproofing. Cleaning may be by wire brushing, power -washing, a combWation of the two methods, other means recommended by the manufacturee of the waterproofing material, or other means approved by the En&eer.0*In temperatures, the surface must be free of frost. The waterproofi S%y shall DA applied to the prepared surfaces as is described in the following part segfiion. —tn m Q p t r VAULT WATERPROOFING 6100-1 City of Iowa City Pedestrian Mall Improvements PART 3 - WATERPROOFING MATERIALS AND APPLICATON 3.1 POLYMERIC WATERPROOFING MEMBRANE A. MATERIAL Genus Project No. 16034 Material shall consist of a 65 mils thick minimum membrane composed of two components: a nominally polymeric waterproofing membrane on a shrink -resistant, heavy-duty, polypropylene woven carrier fabric. The two components are laminated together in a manufacturing facility. The material shall conform with ASTM D 6153, Type 111. Tensile strength shall be 90 lbs./in. in accordance with ASTM D 882. Polymeric membrane elongation shall be limited to 410% conforming with ASTM D 882. B. APPLICATION 1. All concrete joints shall receive a strip of reinforcing strip recommended by the manufacturer prior to application of membrane. 2. Application shall be in accordance with the plans and manufacturer's recommendations. In addition, the following shall apply, if not already part of the manufacturer's recommendations: Apply in fair weather at air and concrete surfaces temperature of 40 degrees F (4 degrees C) and higher. If the material is not continuous over the vault, all joints shall be overlapped 2' by the material. Press all material firmly over the surface. 3. Material shall be covered with HMA subbase (not part of waterproofing) over the vault portion roof in a timely fashion, as the HMA will slightly melt the waterproofing material for best performance. END OF SECTION 6100 VAULT WATERPROOFING 6100-1 a C:) ix rn V GO a, o $ �c s> Ir VAULT WATERPROOFING 6100-1 City of Iowa City Pedestrian Mall Improvements SECTION 07 42 43 COMPOSITE METAL PANELS PART 1 - GENERAL 1.1 SECTION INCLUDES Genus Project No. 16034 A. Custom factory -formed and fabricated composite metal panels with supplementary items necessary for installation associated with Permanent Stage Canopy at Weatherdance Fountain (Alternate No. 1) and/or Black Hawk Mini Park Shade Structure (Alternate No. 2), including: 1. Closures, trim, and filler panels. 2. Concealed anchors to structure. 1.2 RELATED REQUIREMENTS A. Section 01 23 00 - Alternates: Descriptions of Alternate Bids related to Work described in this Section. B. Section 05 12 00 - Structural Steel Framing (Alternate Bid). C. Section 05 31 00 - Steel Decking (Alternate Bid). D. Section 05 75 00 - Decorative Formed Metal (Alternate Bid). 1.3 DEFINITIONS A. Metal Panel Assembly: Provide composite metal panels, concealed anchoring and attachment system components, fasteners, miscellaneous metal framing, and accessories as necessary for a complete system. 1.4 REFERENCE STANDARDS - N O A. ASTM A666 - Standard Specification for Annealed or Cold -Worked i5steniig Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2015. _n rrn B. ASTM B209/B209M - Standard Specification for Aluminum and AIAAAn-40y S reet and Plate; 2014. rn —70 7C C. ASTM B221/8221M -Standard Specification for Aluminum and Alumin lloy.ExtruS2 Bars, Rods, Wire, Profiles, and Tubes; 2014. D F ar D. ASTM D1187 - Standard Specification for Asphalt -Base Emulsions for Use as Protective Coatings for Metal; 1997 (2011 el ). E. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017. COMPOSITE METAL PANELS (ALTERNATE BID) 07 42 43 - 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 ASTM E330/E330M - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2014. G. ASTM E1592 -Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference; 2005 (2017). 1.5 DELEGATED ENGINEERING REQUIREMENTS A. Contract Documents Design Intent: Drawings and Specifications indicate design intent for products and systems and do not necessarily indicate or specify total Work required and shall not be construed as an engineered design. Furnish and install all Work required for a complete installation. B. Delegated Engineering Responsibility: Contractor shall employ a qualified professional engineer to provide engineering for products and systems including attachment to structure required to meet design intent of Contract Documents including, but not limited to, the following: Preparation of structural analysis data including engineering calculations, fastener type selection and spacing requirements, concealed anchorage system, shop drawings, and other submittals signed and sealed by the qualified professional engineer responsible for their preparation. 1.6 SUBMITTALS A. Product Data: Manufacturer/fabricator's technical literature for each product and system indicated. Include manufacturer/fabricator's specifications for materials, finishes, construction details, installation instructions, and recommendations for maintenance. B. Shop Drawings: Show details of fabrication and installation, including plans, elevations, sections, details of components and attachments to other work. Distinguish between shop and field -assembled work. Include the following: 1. Show fabrication and installation layouts of composite metal panels. 2. Show details of edge conditions, side -seam and end -lap joints, panel profiles, corners, anchorages, trim, flashings, closures, and terminations. 3. Show details for securing composite metal panel assembly, including layout of fasteners and other attachments. 4. Show details of connections to adjoining work. 5. Indicate where and how the system deviates from Contract Documents. 6. Shop drawings shall contain seal of a professional engineer currently licensed in Iowa and a written statement that the framing system conforms to project requirements, applicable codes, and specified conditions. 7. Provide, for information only, material properties and other ip(-ormaW" needed for structural analysis including computations, prepared, sigv,,,,or,�nd sealed by a professional engineer licensed in Iowa. a� G1 COMPOSITE METAL PANELS (ALTERNATE BID) D..07 41M- 2 F lJ4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Design Modifications: If design modifications are proposed to meet performance requirements and field conditions, submit design calculations and Shop Drawings. Do not adversely affect the appearance, durability, or strength of units when modifying details or materials and maintain the general design concept. C. Samples for Initial Selection: For each type of composite metal panel indicated. Include similar samples of trim, closures, and accessories. D. Samples for Verification Purposes: For each type of exposed finish required, prepared on samples of size indicated below. 1. Composite Metal Panels: 12 inches long by actual panel width. Include fasteners, closures, and other composite metal panel accessories. 2. Trim and Closures: 12 inches long. Include fasteners and other exposed accessories. 3. Accessories: 12 inches long samples for each type of accessory. Delegated Engineering Calculations: Informational submittal for products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation; test reports are not acceptable substitute for calculations. Product Test Reports: Written reports based on evaluation of comprehensive tests performed by qualified testing agency indicating that each product complies with requirements. G. Manufacturer/fabricator's Project Acceptance Document: Certification by the manufacturer/fabricator that its products and systems are approved, acceptable, suitable for use in specific locations, for specific details, and for applications indicated, specified, or required, and that a warranty will be issued. H. Qualification Data: For manufacturer/fabricator, installer/fabricator, and professional engineer. Warranty: Sample of warranty. Provide manufacturer/fabricator's written warranty covering materials and installation (labor) stating obligations, remedies, limitations and exclusions. Maintenance Data: To include in maintenance manuals. 1.7 QUALITY ASSURANCE A. Manufacturer/Fab(cator Qualifications: Manufacturer/fabricator with not less than 5 years experience with successful production of products and systems similar Iascope of this Project, with a record of successful in-service performance a& corMpletion of projects for a period of not less than 5 years, and with sufficient pro§0orAapaMq, facilities, and personnel to produce required Work.'i C0 C-) < r -tc-) r �m a M o� Ta F- cn COMPOSITE METAL PANELS (ALTERNATE BID) 074243-3 City of Iowa City Pedestrian Mall Improvements B. Installer Qualifications: Genus Project No. 16034 1. Experience: Installer with not less than 5 years experience in performing specified Work similar to scope of this Project, with a record of successful in-service performance and completion of projects for a period of not less than 5 years, and with sufficient production capability, facilities, and personnel to produce required Work. 2. Supervision: Installer shall maintain a competent supervisor who is at Project during times specified Work is in progress, and, who is experienced in installing systems similar to type and scope required for Project. 3. Manufacturer/Fabricator Acceptance: Installer shall be certified, approved, licensed, or acceptable to manufacturer/fabricator to install products. C. Delegated Professional Engineer Qualifications: Professional engineer legally authorized to practice in Iowa, experienced in providing engineering services of kind indicated that have resulted in installation of products and systems similar to this Project, and has a record of successful in-service performance. 1.8 PRE -INSTALLATION CONFERENCE A. Before Work begins, conduct conference at Project site to comply with requirements of applicable Division 01 Sections. Required Attendees: a. Owner. b. Architect. C. Contractor, including superintendent. d. Installer, including project manager and supervisor. e. Installers of other construction interfaced with Work. 2. Minimum Agenda: Installer shall demonstrate understanding of the Work required by describing detailed procedures for preparing, installing, and cleaning the Work. Demonstration shall include, but not be limited to, following topics: a. Tour representative areas of Work, inspect and discuss condition of substrate, and other preparatory work performed by other trades. b. Review Work requirements (Drawings, Specifications, and other Contract Documents). C. Review required submittals, both completed and yet to be completed. d. Review and finalize construction schedule related to Work and verify availability of materials, installer's personnel, equipment, antic facilities needed to make progress and avoid delays. e. Review environmental conditions and procedures�rnco,W, g w;41r unfavorable conditions. D4 ao .� f. Resolve deviations or differences between Contract DocwtenttsandiFhe manufacturer/fabricator's specifications. - n m <rn �x v U COMPOSITE METAL PANELS (ALTERNATE BID) 07 42 43 - 4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 3. Contractor shall record discussions of conference, including decisions and agreements reached, and furnish copy of record to each party attending. If substantial disagreements exist at conclusion of conference, determine how disagreements will be resolved and set date for reconvening conference. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver components, sheets, composite metal panels, and other manufactured items so as not to be damaged or deformed. Package composite metal panels for protection during transportation and handling. B. Unload, store, and erect composite metal panels in a manner to prevent bending, warping, twisting, and surface damage. C. Stack composite metal panels horizontally on platforms or pallets, covered with suitable weathertight and ventilated covering. Store composite metal panels to ensure dryness, with positive slope for drainage of water. Do not store composite metal panels in contact with other materials that might cause staining, denting, or other surface damage. D. Retain strippable protective covering on composite metal panels for period of composite metal panel installation. 1.10 PROJECT CONDITIONS A. Field Measurements: Where products and systems are indicated to fit other construction, verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. B. Coordinate installation of products and systems with interfacing and adjoining construction to provide a successful installation without failure. 1.11 WARRANTY A. Manufacturer/Fabricator's Warranty: Furnish manufacturer/fabricator's written material and labor warranty signed by an authorized representative using manufacturer/fabricator's standard form agreeing to furnish materials and labor required to repair or replace work which exhibits material defects caused by manufacture or design and installation of product. "Defects" is defined to include but not limited to deterioration or failure to perform as required. Failures include, but are not limited to, the following: Q a. Structural failures including, but not limited to, excessive � b. Noise or vibration created by wind and thermal and strutM C. Deterioration of metals and other materials beyond norn2 2. Warranty Period: Manufacturer/fabricator shall warrant the from material and labor Defects for a period of 5 years fror Completion COMPOSITE METAL PANELS (ALTERNATE BID) N 0 m rw eme�nts. jNerin� ta&o bigT frbe )1.5ubsloal c csr 07 42 43 - 5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Installer's Warranty: Furnish installer's written workmanship warranty signed by an authorized representative using installer's standard form agreeing to provide labor required to repair or replace work which exhibits workmanship defects. "Defects" is defined to include but not limited to deterioration or failure to perform as required. Warranty Period: Installer shall warrant the installation to be free from workmanship Defects for a period of 2 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 COMPOSITE METAL PANELS - GENERAL A. Custom -fabricated composite panels of aluminum face sheets bonded to aluminum honeycomb backing with high-strength two-part epoxy adhesive, with mirror -quality stainless steel face sheet bonded to underside of panel. Include integral concealed panel anchoring and mounting system. System Type: Horizontal canopy (soffit) system with trim, closures, and accessories as indicated on Drawings. 2.2 MATERIALS, GENERAL A. Single Source Responsibility: Furnish panels from single manufacturer/fabricator. Provide secondary materials only as recommended by manufacturer/fabricator of primary materials. 2.3 PERFORMANCE REQUIREMENTS A. General Performance: Engineer products and systems to withstand loads within limits of allowable working stresses of the materials involved under conditions indicated and without permanent deformation or failure of materials. B. Delegated Design: Design composite metal panel assembly, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. C. Design Loads: Engineer to withstand design loads including, but not limited to, gravity, wind, snow and ice, and erection design loads and thermal movements established by authorities having jurisdiction, applicable local building codes, and as indicated. I . Structural Movement: Engineer to withstand movements of structure including, but not limited to, drift, twist, column shortening, long-term creep ancoeflection from uniformly distributed and concentrated live loads. Con &r strlall 01 1 required design data and identify movements accommod o@subrui l drawings. n"< I(� .in �T D. Structural -Test Performance: Provide composite metal panel assemlxlgs CgpabPlf withstanding the effects of gravity loads and the following loads a,g�tresses WU limits and under conditions indicated, based on testing according ASTM=E1592 or ASTM E330 as follows: to COMPOSITE METAL PANELS (ALTERNATE BID) 074243-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 1. When tested at positive and negative wind -load design pressures, assemblies do not evidence deflection no greater than 1/16 inch. 2. When tested at 150 percent of positive and negative wind -load design pressures, assemblies, including anchorage, do not evidence material failures, structural distress, and permanent deformation of main framing members exceeding 0.2 percent of span. E. Thermal Movements: Engineer products and systems to accommodate thermal movements of supporting elements resulting from the following maximum change (range) in ambient and surface temperatures without buckling, damaging stresses, damaging loads on fasteners, failure of operating units to function properly, and other detrimental effects. Temperature Change (Range): 120 degrees F, ambient; 180 degrees F, material surfaces. Dimensional Tolerances: Engineer products and systems to accommodate dimensional tolerances of framing members and adjacent construction. Fabricate panel system so that no restraints are placed on the panel which might result in compressive skin stresses. The installation detailing shall be such that the panels remain flat regardless of temperature change. G. Panels shall have a flatness criteria not to exceed 0.008 inch per radial foot of panel in any direction. Normal dimensional tolerances shall be as follows: i. Width and Length: +/- 1/16 inch. 2. Diagonal: +/- 1/16 inch. 3. Panel Bow: 0.8 percent maximum of panel length or width. 4. Squareness: 1/16 inch maximum. 2.4 COMPOSITE METAL PANELS A. General: Provide custom factory -formed and -assembled metal -faced composite panels fabricated from two aluminum facings bonded to aluminum honeycomb core, With mirror -quality stainless steel face sheet at underside of panel; formed into profile for installation method indicated. Include concealed anchoring and attachment system, components, and accessories as required for complete system. Fire -Retardant Core: Noncombustible, with the following surfqge-burning characteristics as determined by testing identical products p STM E$4 by UL or another testing and inspecting agency acceptable to fgorlRs hi7"g jurisdiction: D-+ a° Ir a. Flame -Spread Index: 25 or less. "tr rn b. Smoke -Developed Index: 450 or less. �� _ �x A t COMPOSITE METAL PANELS (ALTERNATE BID) 07 42 43 - 7 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. Panel stiffeners, if required, shall be of compatible material, structurally fastened or restrained at the ends, and secured to the aluminum face sheets with high- strength epoxy adhesive. Stiffeners shall be of sufficient size and strength to maintain panel flatness. B. Aluminum Facing Sheets: Coil -coated sheets, ASTM B209/6209M, alloy as standard with manufacturer/fabricator, with temper as required to suit forming operations and structural performance required. 1. Surface: Smooth and flat. 2. Thickness: 0.040 inch, minimum. 3. Finish: Apply pretreatment and manufacturer/fabricator's standard white or light- colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mils. C. Stainless Steel Face Sheet: ASTM A666, Type 304; stretcher -leveled sheet. Stainless steel face sheet shall be bonded to underside of bottom aluminum facing sheet with full -bed of non -hardening structural adhesive compatible with metal sheets. 1. Basis of Design: Mirror Metals; #8 Non -Directional: www.mirrormetals.com. 2. Thickness: 0.0375 inch (20 gage), minimum. 3. Finish: High -glass mirror (No. 8 non -directional) polished finish D. Overall Panel Dimensions: Minimum 1/2 inch thick by 48 inches wide by 8 feet long. 2.5 PANEL ASSEMBLY ACCESSORIES A. General: Provide components approved by composite metal panel manufacturer/fabricator and as required for a complete assembly including trim, comer units, closures, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of exposed composite metal panels, unless otherwise indicated. Refer to Section 05 75 00 - Decorative Formed Metal for minimum material specifications and requirements. B. Panel Fasteners; Self -tapping stainless steel screws, bolts, nuts, self-locking rivets and bolts, end -welded studs, and other suitable fasteners designed to withstand design loads as appropriate for composite metal panel material. Provide concealed fasteners and EPDM, PVC, or neoprene sealing washers. C. Aluminum Extrusions: ASTM B221/B221IM, alloy and temper recomr"nded by manufacturer/fabricator for type of use and finish indicated. o m m D. Bituminous Coating: Cold -applied asphalt mastic, SSPC-Paint 1'P -el cwd-applicd asphalt emulsion complying with ASTM D1187; compounded foP_T"f n* drq-Mn thickness per coat. Provide inert -type noncorrosive compound free��isbeotos f s, sulfur components, and other deleterious impurities. rn = E5; _ 0 T' l cf� COMPOSITE METAL PANELS (ALTERNATE BID) 07 42 43 - 8 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.6 FABRICATION A. General: Fabricate and finish composite metal panels and accessories at the factory to greatest extent possible, by manufacturer/fabricator's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements. B. Fabricate composite metal panels in a manner that eliminates condensation on interior side of panel and with joints between panels designed to form weathertight seals. C. Metal -Faced Composite Panels: Factory form panels in a continuous process with no glues or adhesives between dissimilar materials. Trim and square edges of sheets with no displacement of face sheets or protrusion of core material. 1. Form panel lines, breaks, and angles to be sharp and true, with surfaces free from warp and buckle. 2. Fabricate panels with sharply cut edges, with no displacement of face sheets or protrusion of core material. 3. Fabricate panels with panel stiffeners, as required to comply with deflection limits, attached to back of panels with structural silicone sealant or bond tape. D. Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of item indicated. 1. Refer to Section 05 75 00 - Decorative Formed Metal for minimum material specifications and requirements. 2. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems. 3. Seams: Fabricate nonmoving seams in accessories with flat -lock seams. Tin edges to be seamed, form seams, and solder. 4. Sealed Joints: Form non -expansion but movable joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. 5. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view. 6. Fabricate cleats and attachment devices from same material as accessory being anchored or from compatible, noncorrosive metal recommended by composite metal panel manufacturer/fabricator. a. Size: As recommended by SMACNA's "Architectural Sheet Metal Manual" or composite metal panel manufacturer/fabricator for application but not less than thickness of metal being secured. o 2.7 FINISHES, GENERAL DC7 A� A. Comply with NAAMM's "Metal Finishes Manual for Architectural and QM111 Priiuctsrw recommendations for applying and designating finishes. "fin :gym = m B. Protect mechanical finishes on exposed surfaces from damag applyinU strippable, temporary protective covering before shipping. y F &A COMPOSITE METAL PANELS (ALTERNATE BID) 07 42 43 - 9 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of accepted Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of accepted Samples and are assembled or installed to minimize contrast. PART 3 - EXECUTION 3.1 EXAMINATION 3.2 3.3 A. Acceptance of Surfaces and Conditions: Examine substrates to receive products and systems and associated work for compliance with requirements for installation tolerances, composite metal panel supports, and other conditions affecting performance. Proceed only when unsatisfactory conditions have been corrected in a manner complying with Contract Documents. Starting work within a particular area will be construed as acceptance of surface conditions. A. J 1. Examine to verify that structural panel support members and anchorage have been installed within alignment tolerances required by composite metal panel manufacturer/fabricator. 2. Examine to verify that installation is within flatness tolerances required by composite metal panel manufacturer/fabricator. INSTALLATION, GENERAL Installation Quality Standards: In addition to standards listed elsewhere, perform Work according to following, unless otherwise specified: 1. Respective manufacturer/fabricator's written installation instructions. 2. Accepted submittals. 3. Contract Documents. Control of Corrosion: Prevent galvanic action and other forms of corrosion by isolating metals and other materials from direct contact with incompatible materials. PREPARATION A. General: Comply with manufacturer/fabricator's instructions, recommendations, and specifications for cleaning and surface preparation. Surfaces shall have no defects, contaminants, or errors which would result in poor or potentially defective installation or would cause latent defects in Work. 3.4 PANEL ASSEMBLY INSTALLATION A. General: Install composite metal panels and acce manufacturer/fabricator's written instructions in orientation, indicated on Drawings. Maximum Gap between Panels: 3/16 inch. 28 m t COMPOSITE METAL PANELS (ALTERNATE BID) 074243-10 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements B. Panels: Anchor composite metal panels and other components of the Work securely in place, with provisions for thermal and structural movement. 1. Shim or otherwise plumb substrates receiving composite metal panels. 2. Flash and seal composite metal panels at perimeter of all openings. 3. Locate and space fastenings in uniform vertical and horizontal alignment. 4. Install flashing and trim as composite metal panel work proceeds. C. Fasteners: Use stainless-steel fasteners for surfaces exposed to the exterior. D. Metal Protection: Protect metals against galvanic action by separating dissimilar metals from contact with each other or with corrosive substrates by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer/fabricator. E. Provide composite metal panels full width of canopy in pattern as indicated on Drawings. 3.5 ACCESSORY INSTALLATION A. General: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components. Install components required for a complete composite metal panel assembly including trim, copings, corners, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. B. Flashing and Trim: Comply with performance requirements, manufacturer/fabricator's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual:' Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. 1. Install exposed flashing and trim that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates and to result in weathertight and weather -resistant performance. 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently weather resistant and weathertight, form expansion joints of intermeshing hooked flanges, not less than 1 incheep, filled with mastic sealant (concealed within joints). O a`e :*n 3.6 ERECTION TOLERANCES A. Installation Tolerances: Shim and align metal -faced composit—�,�.,el�units within installed tolerance of 1/4 inch per 20 feet, non -accumulative, ociJ�el,;lumfi�nd location lines as indicated and within 1 /13 inch offset of adjo�f7g f Ices co of alignment of matching profiles. D F- w COMPOSITE METAL PANELS (ALTERNATE BID) 07 42 43 - 11 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.7 CLEANING A. Remove temporary protective coverings and strippable films, if any, as composite metal panels are installed, unless otherwise indicated in manufacturer/fabricator's written installation instructions. On completion of metal panel installation, clean finished surfaces as recommended by composite metal panel manufacturer/fabricator. Maintain in a clean condition during construction. B. Replace composite metal panels that have been damaged or have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. 3.8 PROTECTION A. Protect installed products from damage during construction. END OF SECTION 07 42 43 COMPOSITE METAL PANELS (ALTERNATE BID) 074243-12 N O _ n m � rri n� 1 rn CIN COMPOSITE METAL PANELS (ALTERNATE BID) 074243-12 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL DIVISION 8 —TRAFFIC CONTROL SECTION 8010 — TRAFFIC SIGNALS 8010, 2.01— UNDERGROUND, A. Handhole, 1. General, a. Cable Hooks: Delete the subsection and replace with the following: Provide four galvanized steel cable hooks with a minimum diameter of 3/8 inch and a minimum length of 5 inches. Provide with Type I handholes only. 8010, 2.01— UNDERGROUND, A. Handhole, 3. Composite Handhole and Cover: Delete the subsection and replace with the following: Provide composite handholes unless specified otherwise on the plans. Composed of mortar consisting of sand, gravel, and polyester resin reinforced by a woven glass fiber mat or of resin mortar and fiberglass. Provide a skid resistant surface on the cover. Provide two 3/8-16 UNC stainless steel hex head bolts with washers. The handholes shall have ANSI Tier 22 ratings and the covers shall have ANSI Tier 15 ratings. Covers shall be two piece for Type III and Type IV handholes. 8010, 2.01— UNDERGROUND, B. Conduit, 3. Plastic Conduit and Fittings, b. HDPE: Delete the subsection and replace with the following: 1) Comply with ASTM F 2160 (conduit) and ASTM D 3350 (HDPE material), SDR 11. 2) Use orange colored conduit. 3) Continuous reel or straight pieces to minimize splicing. 4) For dissimilar conduit connections, provide an adhesive compatible with both materials. 5) Conduit couplers for HDPE to HDPE connections shall be double a-loc couplers. 6) HDPE duct plugs shall be blank expandable duct plugs with elastomeric gaskets and rope loops. 8010,2.01 — UNDERGROUND, C. Wiring and Cable, 4. Communications Cable: Delete the subsection and replace with the following: Communications cable shall be fiber optic cable only. Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 2.01— UNDERGROUND, C. Wiring and Cable, 5. Category SE (Cat5E) Cable: Delete the subsection and replace with the following: 5. Category 5E (CatSE), Category 6 (Cath), and Category 6A (Cat6A) Cable: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 2.01— UNDERGROUND, C. Wiring and Cable, 6. Fiber Optic Cable and Accessories: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 2.01— UNDERGROUND, C. Wiring and Cable: Add the following subsection: L7 m 7. Pull tape: Pull tape shall be a flat polyester pull -tape with a minimum pullingabrerRh of t" lbs. with permanent sequential footage markings. '> n� w r <r M m = J° r m 8010-1 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL 8010, 2.02 — DETECTION, B. Pedestrian Push Button Detectors: 2. Accessible Pedestrian Signals (APS) Push Button Stations: Add the following note: The City of Iowa City uses Polara iNavigator Push Button Stations with 9" x 15" front plate adapters and 9"x15" R10 -3e faceplates with braille when APS push buttons are specified on the plans. Button covers shall be black in color. 8010, 2.02 — DETECTION, B. Pedestrian Push Button Detectors: 3. Solid State Pedestrian Push Button (Non -APS): Add the following note: The City of Iowa City uses round Polara BuIIDog push buttons when non -APS push buttons are specified on the plans. Body color shall be black. 8010, 2.02 — DETECTION, B. Pedestrian Push Button Detectors: 4. Signs: Delete the subsection and replace with the following: 4. Signs: Furnish R10 -3e signs with directional arrows as shown on the plans complying with M UTCD. 8010, 2.02— DETECTION, C. Video Detection Camera System: Add the following note: The City of Iowa City uses the iteris VantageNext video detection system, processors, and cameras unless otherwise specified on the plans. 8010, 2.02 — DETECTION: Add the following subsection: D. Radar Detection System: The City of Iowa City uses the Wavetronix radar detection system unless otherwise specified on the plans. 8010, 2.03 — COMMUNICATIONS, A. Traffic Monitoring System: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 2.03 — COMMUNICATIONS, B. Fiber Optic Hub Cabinet: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 2.04 — CABINET AND CONTROLLER, A. NEMA Controller, Cabinet, and Auxiliary Equipment, 1. Controller: Add the following note: 0 The City of Iowa City uses Siemens m60 Series ATC controllers. :::En m — 1 a_, W C-)� =;c a' .<r m -v m E;;0 0 3� r ON Na CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL 8010, 2.04 -CABINET AND CONTROLLER, A. NEMA Controller, Cabinet, and Auxiliary Equipment, 2. Cabinet: Add the following subsections: j. The cabinet shall contain strong mounting shelves to accommodate the mounting of the controller and all auxiliary equipment. The mounting shelves shall permit the controller and all auxiliary equipment to be withdrawn from the cabinet for inspection or maintenance without breaking any electrical connections or interrupting operation of the controller. k. The cabinet shall contain two thermostatically controlled duct fan units with a minimum rating of 100 CFM in free air shall be installed in the cabinet to provide forced air ventilation through the cabinet. The fan unit shall be mounted to the inside top of the cabinet and shall be easily removed and replaced without having to dismantle any part of the cabinet or exhaust duct system. The thermostat controlling the fans shall be manually adjustable to turn on between 90 degrees F and 150 degrees F with a differential of not more than 10 degrees F between automatic turn -on and turn-off. The fans shall intake air through filtered vents located near the bottom of the cabinet or cabinet door and exhaust it through a weather-proof, screened duct located near the top of the cabinet. Fiberglass type dry filters shall be used to cover the air intakes into the cabinet. These filters shall be easily removed and replaced and be of standard dimensions commercially available. The filters shall be provided with positive retainment on all sides to prevent warpage and entry of foreign matter around the edges. I. Provide a piggy back cabinet for the battery backup system. 8010, 2.04 - CABINET AND CONTROLLER, B. Uniterruptible Power Supply Battery Backup System: Add the following note: The City of Iowa City uses alpha Technologies battery backup system with an Ethernet interface for remote monitoring. 8010, 2.05 - POLES, HEADS, AND SIGNS, A. Vehicle Traffic Signal Head Assembly, 1. Housing: Delete subsection a. and replace with the following: a. Individual signal sections made of durable polycarbonate. Color shall be black and integral to the materials composition. 8010, 2.05 - POLES, HEADS, AND SIGNS, A. Vehicle Traffic Signal Head Assembly, 7. Mounting Hardware: Add the following subsection: c. All traffic signal heads shall be side mounted when installed on a vertical pole. Poskop mounting is not allowed. Factor side mounting and minimum mounting hei98requiWnents when determining pedestal pole shaft lengths. DA—i W 8010, 2.05 -POLES, HEADS, AND SIGNS, A. Vehicle Traffic Signal Head Assembly, 8-W!Vladules: r Delete subsection and replace with the following: - Cm -0 M o� MIC Comply with current ITE standards. LED modules shall be provided with a 15�taFr perrMrmaRee warranty. m 8010-3 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL 8010, 2.OS — POLES, HEADS, AND SIGNS, B. Pedestrian Traffic Signal Head Assembly, 1. Housing: Delete subsection a. and replace with the following: a. Made of a durable polycarbonate. Color shall be black and integral to the materials composition. 8010, 2.05 — POLES, HEADS, AND SIGNS, B. Pedestrian Traffic Signal Head Assembly, 1. Housing: Delete subsection b. and replace with the following: b. Self-contained unit capable of separate mounting or inclusion in a signal face containing two signal sections rigidly and securely fastened together. 8010, 2.05 — POLES, HEADS, AND SIGNS, B. Pedestrian Traffic Signal Head Assembly, 3. LED Module: Add the following subsection: c. LED modules shall be provided with a 15 year performance warranty. 8010, 2.05— POLES, HEADS, AND SIGNS, C. Traffic Signal Poles and Mast Arms, 1. General: Delete subsection c. and replace with the following: c. Use continuously tapered, round, steel poles of the anchor base type. Fabricate poles of low carbon (maximum carbon 0.30%) steel of U.S. standard gauge. 8010, 2.05 — POLES, HEADS, AND SIGNS, C. Traffic Signal Poles and Mast Arms, 1. General: Delete subsection f. and replace with the following: f. Where a combination street lighting / signal pole is specified in the contract documents, ensure the luminaire arm is mounted in the same vertical plane as the signal arm unless otherwise specified. Use a luminaire arm of the single member tapered type. Fabricate the pole with a minimum 4 inch by 6 inch handhole and cover located opposite the signal mast arm. Luminaire mounting height shall be 30 feet unless otherwise specified. 8010, 2.05 — POLES, HEADS, AND SIGNS, E. Pedestrian Push Button Post: Add the following note: The City of Iowa City uses Frey Manufacturing Corporation Crosswalk Pedestals or pedestal poles as described in subsection D. Traffic Signal Pedestal Poles depending on the location of the intersection. Provide push button posts as specified on the plans. ^e3 8010, 2.05 — POLES, HEADS, AND SIGNS, F. Traffic Signs: Add the following note: o m kc-) m "n The CONTRACTOR will supply and install the street name signs and the univiail agstable' brackets as specified on the plans. �n cn r :<rn -o m otK " D Y t rn 80104 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL 8010, 3.01— UNDERGROUND, A. Handhole, 2. Excavation: Delete subsection and replace with the following: 2. Excavation: Excavate as necessary to accommodate the handhole and granular base. The CONTRACTOR is responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, and base courses and bituminous surfaces shall be replaced with new materials and the cost shall be incidental to the work. All waste material and debris shall be disposed of at a sanitary landfill at the CONTRACTOR'S expense. 8010,3.01— UNDERGROUND, A. Handhole, 5. Conduit: Add the following subsection: d. Cap unused conduits with duct plugs. 8010, 3.01— UNDERGROUND, A. Handhole, 6. Cable Hooks: Delete the subsection and replace with the following: Install cable hooks centered between the knockouts and the top of the handhole for Type I handholes only. 8010, 3.01— UNDERGROUND, B. Conduit, 1. General: Delete subsection a. and replace with the following: a. Place conduit to a minimum depth of 30 inches and a maximum depth of 48 inches below the gutterline. When conduit is placed behind the curb, place to a minimum depth of 30 inches and a maximum depth of 48 inches below top of curb. 8010, 3.01— UNDERGROUND, B. Conduit, 1. General: Delete subsection e. and replace with the following: e. Install duct plugs in conduit ends. When duct plugs are not practical, pack conduit ends with conduit sealing compound. 8010, 3.01— UNDERGROUND, B. Conduit, 1. General: Add the following subsection: f. Install pull tape in each conduit segment and secure to duct plugs at each end. 8010, 3.01— UNDERGROUND, B. Conduit, 2. Trenched Installation: Add the following subsection: N O c. The CONTRACTOR is responsible for incidental sidewalk removal and repIa,—eqmentq*ecessary to complete the signal construction. Whenever excavation is made across pys,r��navel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall l $Uwlacgd or restored as nearly as possible to its original condition and the whole area invS44rd slf m be IF in a neat and presentable condition. Concrete sidewalk pavements, and base coym—s and M bituminous surfaces shall be replaced with new materials and the cost shall iigtidenNal to® work. y r rn 8010-5 CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL 8010, 3.01- UNDERGROUND, C. Wiring and Cable: Delete subsection 1 and replace with the following: 1. Where practical, follow color codes and ensure cables are properly labeled at the controller with durable labels, or other appropriate methods, attached to the cables. Label home runs for signal and video cables as follows: northeast corner is blue, southeast corner is orange, southwest corner is yellow, and northwest corner is green. Other Iowa City cable and color codes are as follows: Left turn signals = 1 tape Through signals = 2 tapes Right turn signals = 3 tapes 4 Conductor Cables 7 Conductor Cables Green ball = green 9 Conductor Cables - Pedestrian Signals Green ball = green Main street walk = green Yellow ball = black Yellow ball = orange Main street don't walk = red Red ball = red Red ball = red Side street walk = green/black Common = White Green arrow = blue Side street don't walk = red/black Yellow arrow = black Common = white Common = white and white/black Main street push button = orange Side street push button = black Common = white/black Common = blue 8010, 3.01- UNDERGROUND, C. Wiring and Cable, 9. Fiber Optic Cable and Accessories: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010,3.01 - UNDERGROUND, C. Wiring and Cable, 10. Fiber Optic Cable Field Testing: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 3.01- UNDERGROUND, D. Footings and Foundations, 1. Excavation: Add the following subsection: a. The CONTRACTOR is responsible for incidental sidewalk removal and replacement necessary to complete the signal construction. Whenever excavation is made across parkways, gravel driveways, or sodded areas, the sod, topsoil, crushed stone and gravel shall be replaced or restored as nearly as possible to its original condition and the whole area involved shall be left in a neat and presentable condition. Concrete sidewalk pavements, and base courses and bituminous surfaces shall be replaced with new materials and the cost shall be incidal to the work. o -n �c rn �m 'O z = � v r m :i i CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS MANUAL 8010,31.01 — UNDERGROUND, D. Footings and Foundations, 2. Foundation: Add the following subsection: 4. Removal: Where shown on the plans, the CONTRACTOR shall remove the top of the existing mast arm footings, anchor bolts, and conduits to 36 inches below the existing top of curb or edge of pavement elevation. Waste materials shall be removed from the site and disposed in accordance with local regulations. Backfilling for the removal shall be performed with mechanical compaction equipment meeting the requirements for backfilling conduit. The upper 6 inches of the removal area, if outside the proposed pavement, shall be backfilled with black dirt. 8010, 3.02 — DETECTION: Add the following subsection: D. Radar Detection System: Install according to the manufacturer's recommendations and as specified in the contract documents. 8010, 3.03 - COMMUNICATIONS, A. Traffic Monitoring System: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 3.03— COMMUNICATIONS, B. Fiber Optic Hub Cabinet: Delete the subsection and replace with the following: Specifications shall be furnished by the City of Iowa City Information Technology Services Division. 8010, 3.05 — POLES, HEADS, AND SIGNS, A. Vehicle and Pedestrian Traffic Signal Heads: Add the following subsection: 5. Pole mounted signal heads and pedestrian push buttons are shown on the plans and schematic drawings in schematic form only. Pole mounted signal heads are generally intended to be mounted on the face of pole with respect to oncoming traffic. Modifications to this are required when the view of the pole mounted signal indication is blocked. Pedestrian push buttons shall be located on the pole face so the arrow on the R10 -3e sign directs pedestrians to the appropriate crosswalk. The location of signal heads in which the view of the indications is blocked or partially blocked by utility poles, trees, other signal heads or any physical obstructions shall be adjusted to a location approved by the ENGINEER. Standard heights and locations shown on the plans are typical for unobstructed locations. Signal heads installed without approval of the ENI IEER, which in the opinion of the ENGINEER are obstructed, shall be relocated at the CONTIMCTOR'S expense. Holes in the poles due to this signal relocation shall be plugged in aline" —n acceptable to the ENGINEER. 3>--4Co r <r- gyM :m ox = fl X1 ON 8010-7 City of Iowa City Pedestrian Mall Improvements SECTION 10 73 16 GLASS CANOPIES (ALTERNATE BID) PART 1 - GENERAL 1.1 SECTION INCLUDES Genus Project No. 16034 A. Supported glass canopy assembly associated with Permanent Stage Canopy at Weatherdance Fountain (Alternate No. 1), including, but not limited to, the following: 1. Glass and metal canopies, with slopes as shown, utilizing glass units which have been fabricated with laminated glass, all supported by stainless steel and structural steel framing, suspension rod assemblies, and shapes as indicated on Drawings. 2. Internal carbon steel and stainless steel reinforcements. 3. Internal and perimeter sealing, joint fillers, and gasketing systems. 4. Anchors, embedments, shims, fasteners, inserts, expansion devices, accessories, support brackets, attachments, and grout. 5. Glass and glazing for glass canopies. B. Single Subcontract Responsibility: A single subcontract responsibility is required for the complete glass canopy assembly. 1.2 RELATED REQUIREMENTS A. Section 01 23 00 - Alternates: Descriptions of Alternate Bids related to Work described in this Section. B. Section 05 12 00 - Structural Steel Framing (Alternate Bid). C. Section 05 75 00 - Decorative Formed Metal (Alternate Bid). D. Section 05 53 05 - Metal Gratings (Alternate Bid). E. Section 11 61 33 - Stage Canopy Banner Rigging (Alternate Bid). Section 26 09 61 - Theatrical Lighting Control and Equipment (Alternate Bid). 1.3 REFERENCE STANDARDS N o_ A AAMA 2604 - Voluntary Specification, Performance Requirements dal Testced►—s for High Performance Organic Coatings on Aluminum Extrusions and %Qls; og13. 1 B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; �K r �rr*� -v rn rol-ind }MI C. ASTM A153/A153M -Standard Specification for Zinc Coating (Hot-Dipy Hardware; 2009. � F D. ASTM A276/A276M - Standard Specification for Stainless Steel Bars and Shapen016. GLASS CANOPIES (ALTERNATE BID) 1073 16 - 1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements E. ASTM A480/A480M - Standard Specification for General Requirements for Flat -Rolled Stainless and Heat -Resisting Steel Plate, Sheet, and Strip; 2015. F. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2015. G. ASTM A666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2015. H. ASTM A780/A780M - Standard Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings; 2009 (Reapproved 2015). I. ASTM A792/A792M - Standard Specification for Steel Sheet, 5517o Aluminum -Zinc Alloy - Coated by the Hot -Dip Process; 2010 (Reapproved 2015). J. ASTM A879/A879M - Standard Specification for Steel Sheet, Zinc Coated by the Electrolytic Process for Applications Requiring Designation of the Coating Mass on Each Surface; 2012. K. ASTM A1008/A1008M - Standard Specification for Steel, Sheet, Cold -Rolled, Carbon, Structural, High -Strength Low -Alloy, High -Strength Low -Alloy with Improved Formability, Solution Hardened, and Bake Hardenable; 2015. L. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2014. M. ASTM D1056 - Standard Specification for Flexible Cellular Materials --Sponge or Expanded Rubber; 2014. N. ASTM E488/E488M - Standard Test Methods for Strength of Anchors in Concrete Elements; 2015. O. ASTM F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs; 2013a. P. ASTM F594 - Standard Specification for Stainless Steel Nuts; 2009 (Reapproved 2015). Q. AWS D1.1/D1.1M- Structural Welding Code -Steel; 2015. R. AWS D1.6/D1.6M - Structural Welding Code - Stainless Steel; 2007. S. NAAMM AMP 500-06 - Metal Finishes Manual; 2006. o T. SSPC-PA 1 - Shop, Field, and Maintenance Painting of Steel; 2004. E n a.:j co 1.4 PERFORMANCE REQUIREMENTS C -)n �rT'7 A. General: Refer to Section 05 1200 for performance requiremene,f;brigtionl and erection standards. _ B. Delegated Design: Design canopy assembly, including comprehensive fQgineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. GLASS CANOPIES (ALTERNATE BID) 107316-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. Thermal Movements: Allow for thermal movements in exterior metal fabrications due to temperature changes. Prevent buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. Temperature Change Range: 120 degrees F, ambient; 180 degrees F, on material surfaces. D. Corrosion: Prevent galvanic action and other forms of corrosion by isolating metals and other materials from direct contact with incompatible materials. E. Metal Jointing and Finish Quality Level: Architectural - all joints as inconspicuous as possible, whether welded or mechanical. 1. Welded Joints: Continuously welded and ground smooth and flush. 2. Mechanical Joints: Butted tight, flush, and hairline; concealed fastenings only. 3. Exposed Edges and Corners: Eased to small uniform radius. 4. Metal Surfaces to be Painted: Sanded or ground smooth, suitable for highest quality gloss finish. 5. Carbon Steel: Perform welding in accordance with AWS D1.1/Dl.1M. 6. Stainless Steel: Perform welding in accordance with AWS Dl .6/D1.6M. 1.5 SUBMITTALS A. Product Data: Submit manufacturers specifications and installation instructions for each glass canopy component specified, including, but not limited to: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods. B. Shop Drawings: Submit shop drawings showing scaled elevations, plans, and sections of the glass canopy assembly. Full scale sections shall be prepared and submitted for details of the assembly that cannot be shown in the elevations or sections. Include with shop drawings metal thickness of all metal components, glass thicknesses, metal finishes, details of fittings, location of permanent safety glass markings on each glass type, and all other pertinent information as necessary or requested by the Architect to indicate compliance with the Contract Documents. Details of field connections, anchorage, and their relationship to the work of others shall be clearly indicated for the coordination of the work by other building trades. Details of fastening and sealing ` methods and product joinery shall be shown to ensure proper performancd&f the field installation. No work shall be fabricated until shop drawings for thE5 work4aave been approved by Architect for fabrication. D=? W 1. Show direction of satin finished stainless steel for each com ntmeceivF 73 a directional finish. .-<r 2. Finite Element Analysis: Submit a finite element analysis of' qglcm cqqF'QVy assembly demonstrating that the glass will not exceed the s ied ;deflet-ttn limitations. z r m C. Delegated -Design Submittal: For glass canopy assembly indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. GLASS CANOPIES (ALTERNATE BID) 107316-3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements D. Samples: Submit samples of the following before any work is fabricated: 1. 3 paired sets of samples for each exposed metal finish required. Sample finishes shall be on the specified alloy, temper, and thickness of metal required for the work. Furnish samples in 12 -inch squares of sheet. 2. Glass: 12 -inch square Samples. Glass samples shall show exposed -edge finish. 3. Glass Anchor Samples: Submit full sized glass anchor samples with each finish required. Sample finishes shall be on the specified alloy, temper, and thickness of metal required for the work. Sample review by the Architect will be for color, texture, and reflectivity. E. Glass Treatment Certificates: Submit glass treatment certificates signed by manufacturer of the heat soaked glass products certifying that products furnished comply with requirements. 1.6 QUALITY ASSURANCE A. General: Refer to Section 05 12 00. B. Fabricator/Installer Qualifications: Company specializing in fabricating and installing products specified in this Section. C. Qualification Data: For qualified professional engineer. D. Pre -Installation Conference: Conduct conference at Project site. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver products in manufacturer/fabricator's original, unopened, undamaged containers with identification labels intact. 1. Protect finishes by applying heavy duty removable plastic film during production. 2. Package for protection against transportation damage. 3. Provide markings to identify components consistently with drawings. 4. Exercise care in unloading, storing and installing panels to prevent bending, warping, twisting and surface damage. B. Store products protected from exposure to harmful weather conditions and at temperature conditions recommended by manufacturer/fabricator. 29 1. Store in well ventilated space out of direct sunlight. p O° 2. Protect from moisture and condensation with tarpaulins or of 2jitale we ter tight covering installed to provide ventilation. ca "1 3. Store at a slope to ensure positive drainage of any accumula atm. r 4. Do not store in any enclosed space where ambient temperatuw�an_Wce j20 degrees F. _ 5. Avoid contact with any other materials that might cause s_ur"$ng„ 0entir�, or other surface damage. T' t m 1.8 PROJECT CONDITIONS A. Field Measurements: Verify dimensions of supporting structure by field measurements before fabrication so that the canopy work will be accurately designed, fabricated GLASS CANOPIES (ALTERNATE BID) 1073 16 -4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 and fitted to the structure. Indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Use Contractor's lines and benchmarks as a basis for measurements. PART 2 - PRODUCTS 2.1 MATERIALS A. Structural Carbon Steel Members: Refer to Section 05 1200 and the Structural Drawings for structural steel tubes, shapes, plates, nuts, bolts, washers and electrodes and the following for use in the fabrication of exposed carbon steel members that will be supporting the canopies: Metal Surfaces: For carbon steel members exposed to view upon completion of the Work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, rolled trade names, and roughness. B. Stainless Steel Members: Provide stainless steel members of the temper recommended by the manufacturer to satisfy system performance requirements and application of finish indicated. Comply with requirements of ASTM A666 Type 316 for sheet or plate, ASTM A276 Type 316 for bar stock and shapes, ASTM A269 Type 316 or A554 Type 316 for tubing, ASTM A296 Type 316 for castings. Glass anchors shall be designed to receive glazing strips. 1. Surface Texture and Color: Use only materials which are smooth and free of surface blemishes, including, but not limited to, pitting, seam marks, roller marks, rolled trade names and roughness. Do not use materials which have stains and discolorations which do not match the Architect's sample in color and grain characteristics. 2. Surface Flatness and Edges: Provide materials which have been cold -rolled, cold -finished, cold -drawn, stretcher leveled, machine cut, flat, with edges and comers sharp and true to angle. 3. Tempers: Fabricate from standard commercial tempers and hardnesses, as required for forming, fabrication, strength and durability and which will finish to match the Architect's sample. 4. Glass Anchors (Fittings): Fabricate bolted fittings to provide a flush appearance of the fitting to the weathering (sloping) surfaces of the point supported glass canopies. Include provisions in the fitting design to prevent fWh stress concentrations at glass holes caused by wind loads, thermal rffivements, construction tolerances, and live and deadload movements.flFabric to fitSiggs from Type 316 austenitic stainless steel castings and plates to ss requirel to suit system performance requirements. n.< r �— __4 C") rn C. Fasteners, Anchors and Accessories: Manufacturer's recommenoF� noworr su fasteners, anchors and accessories that are compatible with mat®ab used ine3p framing system. Exposed portions of fasteners, anchors and accessoriae3Fall TQatch the color of the fixing. Where movement is expected, provide slip-joinRnings-f sheets, pads, shims, or washers of fluorocarbon resin, nylotron polyamide, or a similar material recommended by the manufacturer. Space fasteners and anchors as recommended by the glass manufacturer to suit system performance requirements. GLASS CANOPIES (ALTERNATE BID) 1073 16 -5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Glass Anchor Connections: Stainless steel bolts, as required by the type of connection. Grade, class, as selected by manufacturer to suit system performance requirements. D. Decorative Formed Metal Fabrications: As specified in Section 05 75 00. E. Stage Canopy Banner Rigging: As specified in Section 11 61 33. Theatrical Lighting Control and Equipment: As specified in Section 26 09 61. 2.2 SEALING, GLASS AND GLAZING MATERIALS A. Concealed Sealing Materials: All sealing materials concealed within the canopy shall be silicone, compatible with and adherent to each material it will be in contact with, as recommended by the manufacturer to fulfill performance requirements. B. Exposed Sealing Materials: Silicone sealing materials exposed at the glass canopy perimeter joints in contact with adjacent cladding materials. C. Glass and Glazing Materials: 1. General: Provide products of material, size, and shape complying with referenced glazing standard, requirements of manufacturers of glass and other glazing materials involved for glazing application indicated, and with a proven record of compatibility with surfaces, and wet glazing materials, contacted in installation. 2. Cleaners, Primers and Sealers: Type recommended by sealant or gasket manufacturer. 3. Glazing and Gasketing Strips: Continuous, silicone with cross sectional profile, physical properties, and cross-sectional fabrication tolerances, and surface condition, as recommended by the canopy manufacturer, and as required, to comply with the system performance requirements specified and shown. 4. Glass: Level of heat treatment of glass used in the fabrication of the canopy glass assembly shall be as recommended by the canopy manufacturer to comply with system performance requirements specified. a. Glass Quality: Glass shall meet requirements of ASTM C1036 for the applicable quality hereinafter specified for each type of glass. b. Float Glass: Complying with Type I, Class 1, Quality q3. 1) Exposed and Butt Edges: Flat edge (cut edge of glass is flat and surface edges are slightly arrised) with polished finish. ry 0 C. Full Tempered (Toughened) Glass: Glass complying witfjASTMao1048 Kind FT, horizontally tempered. In order to meet the flatness Af ncA spet"d glass treated in vertical ovens will not be permitted. So ,� a somprccsion shall be 16,000 psi minimum and shall be as required 't3 Wks cTTI)y manufacturer. ;<m rn n r T GLASS CANOPIES (ALTERNATE BID) 1073 16 - 6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Flatness Tolerances: All heat-treated glass shall be fabricated to the following flatness tolerances: 1) Roll Ripple: The deviation from flatness at any peak (peak to valley deviation) shall not exceed an average of 0.0008 inches, with a maximum sag at the leading and trailing edge of 0.25 mm. 2) Fabrication Process: By horizontal (roller -hearth) process with roll - wave distortion perpendicular to bottom edge of installed glass unit. Heat Soaking: All glass required to be tempered shall be heat soaked in accordance with the glass canopy manufacturers recommendations (EN 14179-1 and DIN 18516). Statistical heat soaking shall not be permitted. The purpose of the heat soaking is to convert nickel sulfide inclusions, if present, from the alpha phase to the beta phase to cause the glass to fracture during the test. 1) Prestress glass around holes to a level which is compatible with the design and use of the fittings. Check stress levels by the use of a differential surface refractometer. 5. Laminated Glass: a. Structural Interlayer: Clear ionoplast of thickness indicated with a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after laminating glass lites and installation. 1) Product Reference: Dupont; SGP (SentryGlas Plus Structural Interlayer). b. Laminating Process: Fabricate laminated glass to produce glass free of foreign substances and air or glass pockets using manufacturers standard laminating process. C. Laminated Safety Glass Units: Two sheets of glass, laminated together with not less than 0.090 inch thick clear ionoplast interlayer, made specifically for laminating glass. Provide glass complying with the requirements of 16 CFR 1201 Category II and ANSI Z97.1. 1) Prior to laminating, cut glass to required sizes and profiles as determined by accurate measurement of openings to be glazed, making allowance for required edge clearances. Cut and process edges in accordance with glass manufacturer's recommendations. Do not cut or treat edges in the field. D. Glass Type: Unless greater thicknesses or heat treatments are required to suit the performance requirements provide 13/16 inch thick structural lamincad units (Tempered and Heat Soaked Laminated) composed of the following:o m *n rn 1. Two layers of 3/8 inch thick clear, glass tempered and heat soM WIT a cM@ 0.090 inch thick structural interlayer. =acs rn r- 2. Provide custom color and pattern to interlayer, color and lZ9JA–rn .tg MIM Architect's sample. a 0 D t - m GLASS CANOPIES (ALTERNATE BID) 1073 16 -7 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.3 OTHER CANOPY COMPONENTS A. Spacers, Setting Blocks, Gaskets: Permanent, nonmigrating types of material and in hardness recommended by the canopy manufacturer and complying with the performance requirements. B. Slip and Separator Gaskets: 1. Bolted Slip Joints: Non-metallic, low friction material bearing temperature and moisture resistances and low abrasion properties as required to suit performance requirements. 2. Non -Bolted Slip Joints: Non -corrosive, non -Toxic impregnated felt, or butyl tape with a pressure sensitive adhesive on one surface which is formulated for proper adhesion to metals indicated; gasket shall bear temperature and moisture resistance properties as required to suit performance criteria; thickness and width as required. C. Flashing: Install flashing fabricated from specified stainless steel material to the profiles indicated. Flashing shall be furnished in longest lengths possible to minimize vertical joints. Provide concealed fastening of flashing as indicated. Laps and joints, where required, shall be single lock seamed and soldered. D. Plastic Fillers for Exposed Steel Shapes: "Scotch -Weld" Brand Structural Adhesive (Minnesota Mining & Mfg. Co., St. Paul, Minn.) applied according to manufacturer's instructions; as manufactured by Devcon Corporation. Joint Sealers: ASTM C920; elastomeric silicone sealant; of type, grade, class, and use classifications required to seal joints in glass canopy assembly and remain weathertight; and as recommended in writing by glass canopy manufacturer. 2.4 FABRICATION A. General: Fabricate the canopies to the designs, shapes, and sizes shown using the materials specified and shown to produce assemblies which meet or exceed the performance requirements. To the greatest extent possible complete fabrication, assembly, finishing, hardware applications and other work before shipment to Project site. 1. Exposed Structural Steel Members: Refer to the Structural Drawings for requirements applicable to the fabrication of structural steel to support the canopies. Connections shall be of the types shown on the Drawir1W. Design connections for the canopy components connected to the structural Sbel for the capacities and requirements as required by the specdbdpan" e requirements. All connections shall be designed and detail*�y li can y fabricator. c> -G Ir �c) B. Fabricate components to allow for expansion and contraction,, fielocpus#Vent,r rn minimum clearance and shimming at the perimeter. Fit and secureaomer%nd Os rigidly with fasteners, internal reinforcement or welding. Make exp%_9A framing and trim joints and connections flush, hairline and weatherproof. Matct�'exposllol work to produce continuity of line. GLASS CANOPIES (ALTERNATE BID) 107316-8 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Complete the welding, cutting, drilling and fitting of joints prior to finishing. Weld with electrodes and by methods recommended by the steel and stainless steel manufacturers in accordance with applicable recommendations of the AISC and AWS. Use only methods which will avoid distortion or discoloration of exposed faces. Grind weld areas smooth and restore mechanical finish condition before proceeding with other treatment. 2. Exposed Steel Components: In addition to the above requirements comply with the following: a. All exposed edges and ends of plates or bars must be square and smooth, free of cutting marks, shear distortion, burrs, and nicks. b. Provide uniform and consistent joints with all exposed copes, miters and butt cuts. C. Select weld sizes, sequence, and equipment so as to limit distortions to within allowable tolerances. d. Continuously weld joints in exposed steel members to extent as accepted by Architect on shop drawings. e. Do not apply erection marks, symbols, or painted notes to exposed surfaces. f. Fill dents in exposed carbon steel with metallic filler and grind flush and smooth. C Prepare components to receive anchor and connection devices and fasteners. Where fasteners exposed to view from interior are required, provide bolts with finish matching the exposed plate fittings. For carbon and stainless steel members drill or punch holes at right angles to the surface of the metal. Hole sizes shall be drilled to required bolt diameter with maximum size of fastener holes in accordance with AISC specifications. Do not make or enlarge holes by burning. Holes shall be clean-cut without torn or ragged edges. Remove outside burrs resulting from drilling operations. 2.5 FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS A. Fabricate glass and other glazing products in sizes required to glaze openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite, complying with recommendations of product manufacturer and referenced glazing standard as required to comply with system performance requirements. All edgework, holes and notches shall be completed before any heat treatments. Cutting Tolerances a. Dimensional tolerance on glass panel size shall be +/- 1 Mn of the theoretical dimension required. m b. Squareness of each panel shall be within 1/8 inch. CD m c. Bow allowance shall be 0.1 D --a a, d. The positional tolerances on all holes shall be +/- 1 mm frClh E sirible drm point. I� rn =<m -° � = Q o� r GLASS CANOPIES (ALTERNATE BID) 107316-9 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. Edge and Surface Conditions: Comply with the recommendations of AAMA "Structural Properties of Glass" for "clean-cut" edges, except comply with manufacturer's recommendations when they are at variance therewith. Provide forms of edge and surface treatment indicated below: a. All edges shall be flat with an arrissed edge profile (small bevel of uniform width not exceeding 1/16 inch at an angle of approximately 45 degrees to the surface of the glass) with a polished (surface is reflective in appearance similar to the major surface of the glass) surface. 3. Cutting: Do not nip glass edges. Factory cut float glass 1/2 inch and thicker. Edges may be wheel cut or sawed and seamed at manufacturer's option. Do not cut, seam, nip or abrade tempered glass. B. Holes: To the greatest extent possible countersink all bolted connections on the exterior weathering glass surfaces. Drill, countersink, and chamfer holes using tooling, materials and methods which are selected and applied to prevent spalling of the cut glass surfaces at holes. The internal surface of holes shall be smooth with minimal roughness from drilling operations. 2.6 EXPOSED STAINLESS-STEEL FINISHES A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Grind and polish surfaces to produce uniform, directionally textured, polished finish indicated, free of cross scratches. 2. Run grain for directional polished finishes along the length of each exposed stainless steel component. Stainless -Steel Finish: No. 4, Directional Satin. 1. Typical: Brushed stainless steel, NAAMM No. 4 and matching the Architect's sample. 2. Glass Anchors (Fittings): As machined. C. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. 2.7 EXPOSED STRUCTURAL CARBON STEEL FINISH SYSTEM A. Carbon Steel Surfaces, Shop Finishing: Comply with NAAMM AMP 500-06. 1. Complete mechanical finishes before fabrication. After fabrication, Wh joints, bends, abrasions and surface blemishes to match sheet. o m 2. Protect mechanical finishes on exposed surfaces from damage.:*cn -r*t 3. Apply finish system to formed metal after fabrication, unless othepw"- ir0catai; — 4. Appearance: Limit variations in appearance of adjacent to ofa-half �he ralM represented in approved samples. Noticeable variations in thq�phe piece not acceptable. Install components within the range of appy s�hple minimize contrast.�c _ GLASS CANOPIES (ALTERNATE BID) 107316-10 City of Iowa City Pedestrian Mall Improvements B. Finish System Materials: Genus Project No. 16034 Primer: A two -component, moisture -cured, zinc -rich aromatic urethane primer. The primer shall also conform to SSPC Paint 20, Type It. Tnemec; H90-97 Tneme-Zinc. 2. Intermediate Coat: Inorganic hybrid water-based epoxy intermediate coating compatible with specified primer and top coat. a. Tnemec; Series 73 Endurashield. 3. Top Coat: A pigmented fluoropolymer top coating compatible with specified intermediate coat. Provide in one custom color matching Architect's sample. a. Tnemec; Series 1071 (Semi -gloss) color Fluoronar. C. Surface Preparation: 1. Clean all surfaces of exposed steel in accordance with SSPC Surface Preparation Specification No. 6 Commercial Blast Cleaning. 2. Cleaning shall be done after fabrication and immediately prior to shop painting or shipment. Apply shop coat of paint within 4 hours after cleaning and before rust bloom occurs. 3. Blast cleaning operations for exposed steel shall not be conducted when the relative humidity of the air is greater than 85% or when the surface temperature of the steel is less than 5 degrees F. above the temperature at which condensation will occur, or when these conditions are anticipated, unless otherwise recommended by the primer and paint manufacturer. Remove all traces of blast residue and dust in a manner that will not contaminate the surfaces. Take every precaution to prevent contamination of surfaces. Workmen shall wear gloves free of grease and/or oil when handling blast cleaned steel. D. Primer Application: Apply primer to provide 2.5 to 3.5 mils dry film thickness unless otherwise recommended by the primer manufacturer. No painting shall be done when the surface temperature of the steel is below the temperature at which condensation will occur. Apply paint thoroughly and evenly to dry surfaces in accordance with manufacturer's directions. E. Intermediate Coat Application: Apply intermediate coat to provide 4.0 to 6.0 mils dry film thickness unless otherwise recommended by the intermediate coat manufacturer. Apply paint thoroughly and evenly to dry surfaces in accordance with manufacturer's directions. Top Coat Application: Apply topcoat to provide 2.0 to 3.0 mils dry I otherwise recommended by the topcoat manufacturer. Apply pc evenly to dry surfaces in accordance with manufacturer's directions. ro 0 thiclass unless F}prcgMhly Z" GLASS CANOPIES (ALTERNATE BID) 1073 16 - 11 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.8 COATINGS FOR CONCEALED METAL SURFACES A. General: The following protective coating shall be applied to surfaces of metals which are to be concealed in the construction: 1. Coating for Carbon Steel: Hot dip galvanized, complying with ASTM A123. 2. Coating for Aluminum, and Carbon Steel: Where aluminum or carbon steel surfaces are to be in contact with each other or in contact with dissimilar materials such as masonry or concrete, and where hot dip galvanizing of carbon steel is incompatible with component parts because of galvanic action or component fabrication tolerances provide one of the following: a. Bituminous Paint: Cold -applied, non -sagging, asphalt -mastic paint complying with SSPC-Paint 12 requirements, except containing no asbestos. Apply in two coats for an overall minimum dry film thickness of 25 mils. b. Zinc Rich Primer: Organic zinc -rich primer, complying with SSPC-Paint 20. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify dimensions, tolerances, and interfaces with other work. B. Verify substrate on-site to determine that conditions are acceptable for product installation in accordance with manufacturer's written instructions. C. Notify Architect of unsatisfactory preparation before proceeding. Notify Architect in writing of conditions detrimental to proper and timely completion of work. Do not proceed with erection until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Locate and place glass canopy assembly level and plumb; align with adjacent construction. Cut, drill and fit as required to install. B. Do not cut or abrade sheet metal finishes that cannot be completely restored in the field. Return such items to manufacturer or fabricator for required alterations and refinishing or provide new items. C. Use concealed anchorages. Provide washers where needed on bolts or screws to protect metal surfaces and make weathertight connection. D. Form tight joints with exposed connections accurately fitted together. Prq}We reveals and openings for sealants and joint fillers indicated. o m rn E. Install gaskets, joint fillers, insulation, sealants, and flashings as wart xagr( Mes. "oke joints within glass canopy assembly weathertight. Ir =� C-) cm F. Corrosion Protection: Apply permanent separation materials on�&alk sues where metals would otherwise be in direct contact with incotibl£., subSe materials. Prevent corrosion damage to material and finish.: J GLASS CANOPIES (ALTERNATE BID) 1073 16 - 12 City of Iowa City Pedestrian Mall Improvements 3.3 CLEANING Genus Project No. 16034 A. Restore finishes damaged during installation and construction period. Return items that cannot be refinished in the field to manufacturer or fabricator. Refinish entire unit or provide new units. B. Remove protective film after installation of joint sealers, after cleaning of adjacent materials, and immediately prior to completion of work. C. Remove temporary coverings and protection of adjacent work areas. D. Clean installed products in accordance with manufacturer's instructions. 3.4 PROTECTION A. Protect installed products from damage during construction. END OF SECTION 10 73 16 N P M m CJ -L 1 �M m m o� s =� r GLASS CANOPIES (ALTERNATE BID) 10 73 16 - 13 City of Iowa City Pedestrian Mall Improvements SECTION 11 61 33 STAGE CANOPY BANNER RIGGING PART 1- GENERAL 1.01 RELATED DOCUMENTS Genus Project N o.16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SCOPE A. All banner rigging provided as part of Alternate 1. B. Refer to TR sheets for location and mounting of all equipment. C. All materials, components, and services necessary to provide a complete system indicated in this Section, as specified herein and shown on related Drawings, including: 1. Verification of dimensions and conditions at the job site. 2. Preparation and submission of complete shop drawings and samples for approval prior to fabrication. 3. Shipment of equipment to job site and the secured storage of all non -fixed equipment. 4. Installation and completion, in accordance with these Specifications, related Drawings, the Equipment Manufacturer's recommendations, established trade criteria, and all applicable code requirements. 5. The inspection, demonstration, and necessary adjustment of the completed installation by the Contractor's engineering personnel. 6. Preparation and submission of complete record drawings and operational and maintenance data and certificates. 7. This work to be done by the same contractor who provides the equipment for section 260961. 1.03 WORK INCLUDED A. Banner support system B. The above is for reference only and is not intended to define the limits of the work for a complete installation. 1.04 WORK NOT INCLUDED N A. Principal structural steel work, except as herein indicated. 0 o m B. Electrical wiring, conduit, and connections. CES the k C. The above is for reference only and is not intended to define t4its for a complete installation. m 1.05 RELATED WORK IN OTHER SECTIONS ;C� = o� A. Structural steel. B. Concrete and masonry. p C. General electrical work. STAGE CANOPY BANNERS 116133.1 City of Iowa City Genus Project Pedestrian Mall Improvements No.16034 D. Section 26 09 61- Theatrical lighting system. E. Sound and communications systems. 1.06 QUALIFICATIONS A. All equipment and installation shall be the responsibility of a single contractor who shall own and operate his own full-time, staffed shop and sewing room for the fabrication and assembly of stage equipment. This contractor shall assume complete responsibility for the engineering, fabrication, transportation, and installation of the work in this Section, and shall hold the Owner, Architect, Schuler Shook, and all their Employees and Consultants harmless for any costs for errors or omissions associated with the work of this Section and any action arising therefrom. B. Approved contractors may, at their option, arrange for sub -contract field and special shop work to be done by others. Bid submissions must identify such subcontractors and indicate the work they are to do. C. The contractor shall have at least ten (10) years' experience in the installation of similar equipment and systems. If requested, the contractor shall submit a representative list of installations during the above period. D. Subject to the above requirements, work performed under this Section may be by one of the following listed contractors: 1. Gopher Stage Lighting, Minneapolis, MN; (612) 871-0138. 2. Norcostco, Golden Valley, MN; (763) 544-0601. 3. Barbizon Lighting, Chicago, IL; (773) 276-8500. 4. Beck Studios, Milford, OH; (513) 831-6650. 5. Chicago Spotlight, Chicago, IL; (312) 455-1171. 6. Grand Stage, Chicago, IL; (312) 332-5611. 7. Heartland Scenic Studio, Omaha, NE; (402) 341-9121. E. Contractors not having a qualified and experienced sewing room as an integral part of their operation shall employ the services of a qualified and experienced sewing sub -contractor for the fabrication of stage curtains. The sewing sub- contractor shall have at least ten (10) years' experience in the fabrication of curtains for similar projects. If requested, the rigging contractor shall submit a representative list of projects performed by the sewing sub -contractor during the above pe(od. Subject to the above requirements, work performed under this Section may be by one of the following listed sewing sub -contractors: 1. Beck Studios, Milford, OH. 2. I. Weiss Theatrical Solutions, Fairview, NJ. 3. Rose Brand, New York, NY. 4. Stage Decoration & Supplies, Greensboro, NC. F. Other contractors or sewing sub -contractors may be considered with the prior review of Schuler Shook. Contractors seeking approval to bid must cmtact Schuler Shook and provide the following information not less fipn tegl0) d1gfi prior to the bid date: n D 4 W 1. List of projects of similar scale and complexity complet ktherlast fi ) years. Provide project name, location, completion datg�cod 80scri ion of equipment installed. Provide contact name, title and g ntwberlim references familiar with contractor's work on each projof tech Q r � STAGE CANOPY BANNERS 116133.2 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 2. Samples of shop drawing submittals for projects of similar scale and complexity completed in the last five (5) years. 3. Technical data sheets for any product proposed for use on this project. 4. Samples of any products requested by Schuler Shook. 5. Name, resume and number of years of employment for contractor's Project Manager assigned to this project. 1.07 SUBMITTALS A. With bid. 1. Proof of qualifications as listed above. 2. A list of any and all proposed deviations or exceptions from the contract Drawings and Specifications, whether or not these variations have been formally or informally accepted by Schuler Shook. Any deviations or exceptions from the Drawings or Specifications proposed after bid shall not be accepted. 3. A schedule for the anticipated completion of the following: a. Shop drawings. b. Delivery of all equipment. c. Installation of all systems. B. Shop drawings. 1. Within forty-five (45) days of contract award, the Contractor shall submit one (1) complete set of computer-generated drawings in PDF format to the Architect for approval prior to fabrication: a. Floor plan and section of stage in scale equal to 1 /4'= 1'-0". b. Elevation of each banner support showing floor, all blocks, batten travel, low and and high trims. c. Complete, fully dimensioned shop drawings of all major components. d. Requisite plans, sections, schematics, and details indicating assembly and installation of components. e. Quantities of each component and sub -assembly. f. Load ratings of all blocks and lift lines. g. Indication of all supplementary structural support to be supplied and installed as part of the work of this Section. h. Complete descriptions, including manufacturer and model number, of all bearings, motors, and transmissions. C. Final submittal. 1. Within thirty (30) days of final tests, and as a condition for final C"Wroval, the Contractor shall submit three (3) bound sets to the Arch5ct agone J, bound set to Schuler Shook: D.1 cccc a. Receipts for delivery of all non -installed items, i.e., arils designated, "deliver to Owner:" .-tc) m .,.. b. "As built and approved" drawings and wiring diagram3ishovg all' systems and components as installed, including all fi oQcati nes c. Operation and service manuals, schematics, and pCA lists fjo. each unit of equipment installed or provided. "' STAGE CANOPY BANNERS 116133-5 City of Iowa City Genus Project Pedestrian Mall Improvements No. 16034 d. Certificates of warranty, as set forth below. 1.08 TESTING AND INSTRUCTION A. Upon completion of all installation work and manufacturer inspection, the Contractor shall certify in writing to the Architect that the work is complete and ready for final inspection. Final inspection shall be scheduled by the Owner, the Architect, and Schuler Shook within fourteen (14) days following the Contractor's notice of completion. B. Final inspection shall be conducted by a knowledgeable representative of the Contractor, in the presence of the Owner, the Architect, and Schuler Shook, and shall include the following: 1. Visual examination of all components. 2. Operation of all components. C. Necessary adjustments or modifications shall be made as required. D. Contractor's representative shall instruct Owner's designated staff or representatives in the safe operation and maintenance of all equipment, including the storage and cleaning of all fabrics. This instruction session shall be scheduled to last a minimum of two (2) hours. E. The contractor shall provide to the Owner video -recorded instructions on the operation and maintenance of the system. Information contained in the video shall include all points of operation and maintenance covered in the instruction session with the Owner's staff. A recording of the actual instruction session is acceptable. Provide two (2) DVDs each containing full copies of the video instruction. 1.09 GENERAL REQUIREMENTS A. General Conditions of the project contract, work schedules, and site regulations apply to this work. B. All equipment shall be fully insured against loss or damage during shipment, job site storage, installation, and testing. The Contractor shall have and assume full responsibility for the safety of every unit of equipment, components, wiring, and plans during delivery, installation, and testing. Certification of such coverage shall be furnished to the Architect within 30 days of award of contract. C. Warranty 1. The Contractor shall unconditionally warrant all equipment and systems provided under this Section to be free from defects in materials and workmanship for a period of at least twelve (12) months from the date of final acceptance of all work of this Section. 2. All repairs and service during the warranty period shall be performed at the job site. Labor, materials, and transportation of replacement mi&dals, parts and service personnel to and from the job site shall be HZIudedML-reunder at the Contractor's expense. 3. Appropriate additional equipment or draperies to replaQe�a4uipment,r— devices, or draperies removed for repair, service, or cleanpshLPl be ' r i provided at the job site at no expense to the Owner. :4 rn -a 4. Warranty service shall be performed by personnel in the 9f the Contractor and shall not be sub -contracted or assigned Oanott:Qr company, service, or individual unless the Owner has approved such STAGE CANOPY BANNERS 116133.4 City of Iowa City Pedestrian Mall Improvements PART 2 PRODUCTS 2.01 GENERAL Genus Project N o.16034 assignment in writing, in which event the Contractor shall nevertheless be responsible to the Owner for such work. A. All components shall be new and of first quality. B. Component parts shall comply with all applicable tests, ratings, specifications, and code requirements and bear appropriate labels of conformity and acceptability. C. Operating parts of all equipment shall be machine finished, and tolerances, finishes, fit, etc., where not specified, shall conform to good trade practices. D. All items necessary for a complete, operational system shall be provided, including bolts, nuts, washers, fittings, anchors, supports, hinges, and all other items required for completeness and operational safety. Where not specified elsewhere in this Section, all bolts shall be Grade 5 or better. E. Where not specified elsewhere in this Section, all rope and wire rope shall be selected using a minimum safety factor of 8 to 1. All chain, shackles, and all other hardware shall be selected using a minimum safety factor of 3 to 1. These safety factors apply to dynamic loading conditions. F. Where not specified elsewhere in this Section, sheaves and drums shall have a tread diameter of at least 30 times the diameter of the wire rope employed. G. All control panel faceplates shall be black anodized aluminum or black painted steel, and all labels and legends shall be permanently engraved directly into the faceplate. Engravings shall be filled with white enamel. Lamicoid labels may be used if mechanically fastened. Dry transfer, decals, plastic "dymo," or other types of adhesive labels shall not be used. Silk-screened legends shall not be used. All control panel faceplates shall have beveled edges and rounded corners. H. Where specification allows for "approved equal," substitutions shall be proposed to Schuler Shook at least ten (10) days prior to bid date. I. Equipment and hardware are specified on the basis of performance and minimum acceptable quality. Materials manufactured by any of the following companies that equals or surpasses the performance and quality specified will be acceptable: 1. Automatic Devices Company, Allentown, Pennsylvania. 2. J. R. Clancy, Syracuse, New York. 3. H & H Specialties, South EI Monte, California. 4. I. Weiss Theatrical Solutions, Fairview, NJ. 5. Them, Winona, Minnesota. Imported steel cable and rope shall be tested and certified asZgecifidE5herein. Cable or rope provided by any of the following vendors that eeoats ori4rpassn the performance and quality specified will be acceptable. OtMr-den%rs seekin approval to provide imported cable or rope must contact Schorr hodk notrare than ten (10) days prior to bid date. fir- -p M 1. J. R. Clancy, Syracuse, New York. orn = Q 2. H & H Specialties, South EI Monte, California. 3. I. Weiss Theatrical Solutions, Fairview, NJ.�, 4. Them, Winona, Minnesota. STAGE CANOPY BANNERS 116133-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 A. Sheaves shall have an outside diameter of at least 3 inches, made of steel with a ball bearing. Sheaves shall be grooved for 3/16" wire rope. B. Sheaves to have formed steel base with holes to allow for horizontal mounting. C. Sheaves shall be painted white. D. Number of lines per block indicated in the drawings. E. Blocks shall be Clancy 013 '7' or equal. F. Attachment, location and quantity as shown in the Drawings and Schedules. 2.03 ROPE A. All rope shall be braided polyester. Spot lines shall be "Spectrum ShowBraid" by Yale Cordage, Saco, Maine. Color: black. B. All spot line rope shall be 5/8" diameter unless otherwise specified. C. All ends shall be heat sealed to prevent unraveling. D. Provide appropriate size cleats and mount as indicated on the drawings. E. Provide (6) 10' lengths of rope and (20) snap hooks to connect to bottom of banners and deliver to owner. 2.04 STEEL CABLE A. All steel cable shall be certified to meet Federal Standard IRR -W-41 OE or ASTM 1023/A 1023M and to meet the required breaking strength. Imported steel cable will only be accepted if provided by a vendor pre -approved in article 2.01.M above. B. Counterweight set lift lines. 7 x 19 pre -formed coated galvanized aircraft cable of right regular lay. Cables larger than 3/8" diameter are permitted to be of 6x37 XIPS construction. Minimum breaking strength shall be not less than indicated below: Cable Diameter Minimum Breaking Strength 3/16" 14,200 lbs. C. All wire rope connections shall employ thimbles of the proper size and compressed oval sleeve fittings as manufactured by National Telephone ("Nicopress"). All fittings shall be malleable copper. Aluminum fittings shall not be acceptable. All connections shall be selected and installed to develop the full tensile strength of the cable. Contractor shall maintain and inspect all swaging equipment on a daily basis to ensure the integrity of swaged fittings. D. Provide appropriate size clew and snap hooks as indicated in drawings. E. N Sizes and connections per Drawings and Schedules. o °D 2.05 LOCKABLE BOX m %1 A. Provide custom lockable box as indicated in the drawings. B. Box to enclose cleats to limit access to rigging. -+r 4' '�M C. D. Provide slots for wire rope. = Provide enough space to hold excess rope when banners ared �. Q E. Provide weep holes to ensure water cannot collect. T' STAGE CANOPY BANNERS 116133-6 City of Iowa City Genus Project Pedestrian Mall Improvements No. 16034 F. Point to match structure. G. Install as indicated and Deliver (6) keys to owner. PART 3- EXECUTION 3.01 FABRICATION A. This Contractor is responsible for becoming familiar with and verifying all pertinent dimensions and conditions, both in the Drawings and in the field, before proceeding with any work. B. Coordinate the design, planning, and scheduling of the work of this Section with the work of all other trades. Notify the Architect of any difficulties in coordinating work with other contractors. Failure to do so shall constitute acceptance of construction as suitable in all ways to receive the work of this Section. C. All electrical components shall be fully assembled and internally wired, with terminals of the proper rating and clearly labeled, provided for external feeder and control wiring. D. All metal fabricated items shall be given at least one coat of primer and one coat of finish paint. Color: black. E. Where specifically called out in the Drawings and Specificaf ions, tracks and fittings shall be painted or anodized black. F. All equipment shall be fabricated and installed to facilitate maintenance and future replacement. 3.02 INSTALLATION A. Contractor shall employ only experienced stage riggers for the installation of work of this Section. A competent supervisor shall be maintained on this Project during the entire installation. A change of supervisor shall not be acceptable unless by written authorization of the Architect. B. Coordinate installation with all other trades doing adjoining work. C. Examine all existing conditions at the job site prior to beginning installation. D. Provide protection for all stage flooring, regardless of whether flooring has been stained or sealed. Flooring shall be protected from both structural damage and cosmetic damage. E. Provide and install all supplementary structural support as required for the installation and safe operation of equipment and materials supplied under this Section. F. Do all required cutting, drilling, tapping, and welding necessary for paper installation. Cut no structural members unless specifically shovg in thlSDrawings or indicated in the Contractor's shop drawings, or unless written geowvfs obr4led from the Architect. );-=1 co G. Install all items in conformity with standard trade practices an�IM nulmctur� recommendations. Position all items accurately and true top linVnd I. Maintain maximum headroom and clearances at all locationsor s H. Ropes and cables shall enter rigging blocks and drums at a fleakahgld7Tot exceeding ±2 degrees. D ..e I. Steel cables shall be cut just above cable clips or swaged fittings. All cable ends shall be sealed with a bead of heavy-duty silicone adhesive. STAGE CANOPY BANNERS 116133-7 City of Iowa City Genus Project Pedestrian Mall Improvements No. 16034 J. All tumbuckles shall be wired shut after adjustment. All and screw -pin shackles shall be wired shut or secured with plastic cable ties after adjustment. 3.03 PROTECTION AND CLEANING A. Provide protection for any theatre rigging equipment, panels and foceplates installed prior to the completion of construction and painting. Remove any debris or paint from equipment that was not adequately protected. Panels and faceplates not appearing 'like new" shall be replaced. B. No curtains or rigging accessories shall be installed until construction and painting are complete and the building has been cleaned. Any curtains or accessories delivered to the job site prior to their installation shall be stored in a clean area in dustproof bags. C. Upon the completion of the work of this Section, dispose of all packing materials, debris and remnants which result from the work of this Section. END OF SECTION N O C) O T C-) � �-.- 'r`�„ fel o73 Q a:- v STAGE CANOPY BANNERS 116133-8 City of Iowa City Pedestrian Mall Improvements SECTION 12 93 00 SITE FURNISHINGS PART 1 - GENERAL 3. 1.3 A. B. C. D. E. 1.4 A. RELATED DOCUMENTS Genus Project No. 16034 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. SUMMARY Section Includes: i. Bicycle rocks. 2. Trash receptacles. 3. Benches. 4. Fixed Table 5. Paver -Grate Pavement Suspension System with Tree Grate 6. Drinking Fountain 7. Wayfinding Kiosk Related Requirements: Section 32 13 13 Concrete Paving SUBMITTALS Submit manufacturer's technical product data for each accessory item. Include installation instructions for accessories, which are built in or connected to other work. Provide setting drawings, templates, and instructions for installation of anchorage devices in other work. Product warranty: Provide manufacturer warranty information for each product type. Samples: For each exposed product and for each color and texture specified. N SITE FURNISHINGS 12 93 00 - 1 O Maintenance Data: For site furnishings to include in maintenance mq-&als. DELIVERY, STORAGE AND HANDLING �—�n 4n r Delivery: Deliver materials to site in manufacturer's original, unopen' ormainer)d packaging, with labels clearly identifying product name and manufa@l7Fer. -- �..JJ v s - SITE FURNISHINGS 12 93 00 - 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Storage: Store materials in clean, dry area in accordance with manufacturer's instructions. Keep materials in manufacturer's original, unopened containers and packaging until installation. C. Handling: Protect materials and finish during handling and installation to prevent damage. PART 2 - PRODUCTS 2.1 BICYCLE RACKS A. Madrax 'U' Bike Rack, U190 -SF -P add 4" to rack in paver area. Custom color: RAL -7021. Manufactured by Graber Manufacturing, Inc. 1080 Uniek Drive, Waunakee, WI 53597. Toll Free (800)448-7931. Website: www.madrax.com. E-mail: soles@madrox.com 1. Installation Method: Surface Flange Mount B. Madrax 'U' Bike Rack, U190 -SF -P. Custom color: RAL -7021. Manufactured by Graber Manufacturing, Inc. 1080 Uniek Drive, Waunakee, WI 53597. Toll Free (800)448-7931. Website: www.madrax.com . E-mail: sales@madrax.com 1. Installation Method: Surface Flange Mount 2.2 TRASH RECEPTACLES A. Scarborough Litter Receptacle. Manufactured by Landscape Forms, Inc., 431 Lawndale Avenue, Kalamazoo, Michigan 49048. Toll Free (800) 521-2546. Phone (269) 381-0396. Fax (269) 381-3455. Website www.landscapeforms.com. E-mail: specifv@landscapeforms.com 1. Style: Side Opening a. Height: 40" b. Outer Diameter: 25" C. Opening: 6-3/8" x 12-1/2" 2. Mounting: Surface Mount 3. Material: a. Supports: Support legs are 1" x 1" solid steel. Fourth leg holds pup up mechanism and is 1" x 1" stainless steel tube. b. Liner Rest: Liner rests on 1/4" x 3/:' steel straps, welded to support legs. Collar is tubular steel 1-1 /4" diameter, 0.120" wall thickness. C. Side Panels: Vertical straps are 1-1/2" x 3/16" aluminum. Straps are welded to aluminum rings at top and bottom, which are 2-1/2" wide. Panel is bolted to support structure with stainless steel hardware. o d. Top: Side opening top is formed of 0.125" thickness spalun=im. Side opening top is bolted with stainless steel hardware to l dger"',. pun WVI diverter ring. )>_us O° ..� e. Pop-up Rod: Stainless steel rod is 19/32" in diameter. Pe -16p r�gch ism incorporates two sizes of stainless steel roll pins, w74Palloow prmr guidance of top. f. Liners: Formed of polyethylene rz — 4. Liners: Black 5. Powdercoat Finish Color: Black 6. Accessories: SITE FURNISHINGS 129300-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements a. Anchor Bolts: Corrosion resistant recommended, not supplied by manufacturer. 2.3 BENCHES A Plainwell 72in with wood seat and center arm, 4" paver adapters. Manufactured by Landscape Forms, Inc., 431 Lawndale Avenue, Kalamazoo, Michigan 49048. Toll Free (800) 521-2546. Phone (269) 381-0396. Fax (269) 381-3455. Website www.landscapeforms.com. E-mail: specifv@landscapeforms.com 1. Style: Backed a. Length: 731/:' b. Depth: 25-3/4" C. Height: 31-1/2" d. Arm Height: 18" 2. Seat Pattern: Ipe Seat and Back 3. Optional Divider: Cast Aluminum Center arm rest 4. Materials: a. Ipe Seat and back b. Cast aluminum end frames. 5. Mounting: Surface Mount, with 4" paver adapters 6. Powdercoat Finish Color: Black 7. Accessories: a. Anchor Bolts: Corrosion resistant recommended, not supplied by manufacturer. B. Neoliviano 69in with center arm, 4" paver adapters. Manufactured by Landscape Forms, Inc., 431 Lawndale Avenue, Kalamazoo, Michigan 49048. Toll Free (800) 521- 2546. Phone (269) 381-0396. Fax (269) 381-3455. Website www n eform E-mail: specifv@landscapeforms.com 1. Style: Backed a. Length: 69" b. Depth: 26-1/4" C. Height: 30-3/4" d. Arm Height: 18" 2. Seat Pattern: Jarrah Wood Board 3. Optional Divider: Cast aluminum center arm 4. Materials: a. Jarrah Seat and back b. Cast aluminum end frames. 5. Mounting: Surface Mount, with 4" paver adapters. 6. Powdercoat Finish Color: Black 7. Accessories: a. Anchor Bolts: Corrosion resistant recommended, pQt suablied by manufacturer. C)� rn —n T►� am i- =rc> C. Neoliviano 11Bin with two intermediate arms and 4" paver adapters ufaatureM Landscape Forms, Inc., 431 Lawndale Avenue, Kalamazoo, Michigc 48zToll (800) 521-2546. Phone (269) 381-0396. Fax (269) 355.' Web i e www.landscar)eforms.com. E-mail: specifv@landscapeforms.com i' J SITE FURNISHINGS 12 93 00 - 3 City of Iowa City Pedestrian Mall Improvements 2.4 2.5 2.6 Genus Project No. 16034 1. Style: Backed a. Length: 118" b. Depth: 26-1/4" C. Height: 30-3/4" d. Arm Height: 18" 2. Seat Pattern: Jarrah Wood Board 3. Optional Divider: Two cast aluminum intermediate arms 4. Materials: a. Jarrah Seat and back b. Cast aluminum end frames. 5. Mounting: Surface Mount, with 4" paver adapters. 6. Powdercoat Finish Color: Black 7. Accessories: a. Anchor Bolts: Corrosion resistant recommended, not supplied by manufacturer. PAVER GRATE PAVEMENT SUSPENSION SYSTEM WITH TREE GRATE A. Paver -Grate Pavement Suspension System by Ironsmith Item ID: 5220 -TG, 60" Square galvanized steel paver grate paver suspension system, tree grate in halves. With height adjustable frame for 24" square standard tree grate. 2.7 24" Square standard tree grate by Ironsmith FIXED TABLES A. DuMor Table 78, two -person, natural ipe. Manufactured by DuMor P.O. Box 142, Miff lintown, PA 17059 Toll Free (800) 598-4018. Website www.dumor.com. Local Representative: Outdoor Recreation Products, Elkhorn, NE, Toll free (800)747-5437 1. Style: 78-32 Ipe S-4 Powder Coat Black No Game Board a. Mounting: S-4 Sub Floor Mount DRINKING FOUNTAIN A. Drinking Fountain. Manufactured by Most Dependable Fountains, Inc. 5705 Commander Dr. P.O. Box 587 Arlington, TN 38002-0587. Toll Free (800)552-6331. www.mostdependable.com 1. Model 10155SM with pet fountain and bottle filler N O WAYFINDING KIOSK m E5 .n A. Wayfinding kiosk fabricated and installed by Quality Manufacturing*;X tjan9_1le, I I (515)331-4300. Kiosk fabrication includes interior lighting.c>-< t r B. Wayfinding Kiosk cast stone veneer base "Iowa City Kiosks" by 12FIds Tast �e Company. Tel (563)556-0535. =<rnn = 1 1 1 o� T' t r SITE FURNISHINGS 129300-4 City of Iowa City Pedestrian Mall Improvements PART 3 - EXECUTION 3.1 EXAMINATION Genus Project No. 16034 A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, and other conditions affecting performance of the Work. B. Notify Landscape Architect of conditions that would adversely affect installation or subsequent use. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Comply with manufacturer's written installation instructions unless more stringent requirements are indicated. Complete field assembly of site furnishings where required. B. Unless otherwise indicated, install site furnishings after landscaping and paving have been completed. C. Install site furnishings level, plumb, true, and securely anchored at locations indicated on Drawings. 3.3 ADJUSTING A. Finish Damage: Repair minor damages to finish in accordance with manufacturer's instructions and as approved by Landscape Architect. B. Component Damage: Remove and replace damaged components that cannot be successfully repaired as determined by Landscape Architect. 3.4 CLEANING A. Clean litter receptacles promptly after installation in accordance with manufacturer's instructions. B. Do not use harsh cleaning materials or methods that could damage finish. END OF SECTION 12 93 00 - o N O a D =� ca =<m -v m �x SITE FURNISHINGS 12 93 00 - 5 City of Iowa City Pedestrian Mall Improvements SECTION 26 05 19 ELECTRICAL POWER WIRE AND CABLE PART 1 - GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section covers the following bid items: 1. ELECTRICAL CIRCUIT 1.3 DEFINITIONS A. RoHS: Restriction of Hazardous Substances. 1.4 QUALITY ASSURANCE A. Testing Agency Qualifications: Member company of NETA or an NRTL. PART 2 - PRODUCTS 2.1 A. Testing Agency's Field Supervisor: Certified by NETA to supervise on-site testing. CONDUCTORS AND CABLES Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings by one of the following: 1. Alcan Products Corporation; Alcan Cable Division. 2. Alpha Wire. 3. Belden Inc. 4. Encore Wire Corporation. 5. General Cable Technologies Corporation. 6. Southwire Incorporated. Copper Conductors: Comply with NEMA WC 70/ICEA 5-95-658. ELECTRICAL POWER WIRE AND CABLE 260519-1 N 0 o �Ti � r c r ;<r - rn ELECTRICAL POWER WIRE AND CABLE 260519-1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements C. Conductor Insulation: Comply with NEMA WC 70/ICEA S-95-658 for Type XHHW-2 and Type USE. D. Multiconductor Cable: Comply with NEMA WC 70/ICEA S-95-658 for nonmetallic - sheathed cable, Type NM and Type USE with ground wire. 2.2 CONNECTORS AND SPLICES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings by one of the following: 1. AFC Cable Systems, Inc. 2. Gardner Bender. 3. Hubbell Power Systems, Inc. 4. Ideal Industries, Inc. 5. Ilsco; a branch of Bordes Corporation. 6. NSi Industries LLC. 7. O-Z/Gedney; a brand of the EGS Electrical Group. 8. 3M; Electrical Markets Division. 9. Tyco Electronics. C. Description: Factory -fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. 2.3 SYSTEM DESCRIPTION A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Comply with NFPA 70. PART 3 - EXECUTION 3.1 CONDUCTOR MATERIAL APPLICATIONS A. Feeders: Copper. Solid for No. 10 AWG and smaller; stranded for No.8 AWGA larger.o, o B. Branch Circuits: Copper. Solid for No. 12 AWG and smaller; stranded fd hr I(UWG+ and larger, except VFC cable, which shall be extra flexible stranded. n-< �— =<m s M D t ELECTRICAL POWER WIRE AND CABLE 2605 19 -2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.2 CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS A. Service Entrance: Type XHHW-2, single conductors in raceway. B. Exposed Feeders: Type XHHW-2, single conductors in raceway C. Feeders Concealed in Concrete, below Slabs -on -Grade, and Underground: Type XHHW-2, single conductors in raceway. D. Exposed Branch Circuits, Including in Crawlspaces: TypeTHHN-2-THWN-2, single conductors in raceway. E. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN-2-THWN-2, single conductors in raceway. F. Branch Circuits Concealed in Concrete, below Slabs -on -Grade, and Underground: Type XHHW-2, single conductors in raceway or underground branch -circuit cable, Type UF. G. Cord Drops and Portable Appliance Connections: Type SO, hard service cord with stainless-steel, wire -mesh, strain relief device at terminations to suit application. 3.3 INSTALLATION OF CONDUCTORS AND CABLES A. Conceal cables in finished walls, ceilings, and floors unless otherwise indicated. B. Complete raceway installation between conductor and cable termination points according to Section 260543 "Underground Ducts and Raceways for Electrical Systems" prior to pulling conductors and cables. C. Use manufacturer -approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. D. Use pulling means, including fish tape, cable, rope, and basket -weave wire/cable grips, that will not damage cables or raceway. E. Install exposed cables parallel and perpendicular to surfaces of exposed structural members, and follow surface contours where possible. N � m 3.4 CONNECTIONS D� W A. Tighten electrical connectors and terminals according to manufactwarr p9Dlish J� torque -tightening values. If manufacturer's torque values are not indic27 , u% thorn specified in UL 486A-486B.o� _ B. Make splices, terminations, and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratin—ds than unspliced conductors. ELECTRICAL POWER WIRE AND CABLE 26 05 19 - 3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements I . Use oxide inhibitor in each splice, termination, and tap for aluminum conductors. C. Wiring at Outlets: Install conductor at each outlet, with at least 12 inches (300 mm) of slack. 3.5 IDENTIFICATION A. Identify and color -code conductors and cables according to Section 260553 "Identification for Electrical Systems." B. Identify each spare conductor at each end with identity number and location of other end of conductor, and identify as spare conductor. 3.6 SLEEVE AND SLEEVE -SEAL INSTALLATION FOR ELECTRICAL PENETRATIONS A. Install sleeves and sleeve seals at penetrations of exterior floor and wall assemblies. 3.7 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire -rated floor and wall assemblies to restore original fire -resistance rating. 3.8 FIELD QUALITY CONTROL A. Perform the following tests and inspections: 1. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 2. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each splice in conductors No. 3 AWG and larger. Remove box and equipment covers so splices are accessible to portable scanner. Correct deficiencies determined during the scan. a. Follow-up Infrared Scanning: Perform an additional follow-up infrared scan of each splice 11 months after date of Substantial Completion. b. Instrument: Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. C. Record of Infrared Scanning: Prepare a certified reportaat i(Entifies splices checked and that describes scanning results. Inclotahon of deficiencies detected, remedial action taken, and obsion°�° af� � t�C remedial action. =-rte C% M B. Test and Inspection Reports: Prepare a written report to record the follow =C Q �x 1. Procedures used. D F 2. Results that comply with requirements. 3. Results that do not comply with requirements and corrective action taken to achieve compliance with requirements. ELECTRICAL POWER WIRE AND CABLE 260519-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements C. Cables will be considered defective if they do not pass tests and inspections. END OF SECTION 260519 ELECTRICAL POWER WIRE AND CABLE 260519-5 N O_ m O � 3 � A F ELECTRICAL POWER WIRE AND CABLE 260519-5 City of Iowa City Pedestrian Mall Improvements SECTION 26 05 23 CONTROL -VOLTAGE ELECTRICAL POWER CABLES PART 1 - GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section covers the following bid items: 1. ELECTRICAL CIRCUIT 1.3 DEFINITIONS A. EMI: Electromagnetic interference. B. Low Voltage: As defined in NFPA 70 for circuits and equipment operating at less than 50 V or for remote -control and signaling power -limited circuits. C. Plenum: A space forming part of the air distribution system to which one or more air ducts are connected. An air duct is a passageway, other than a plenum, for transporting air to or from heating, ventilating, or air-conditioning equipment. D. RCDD: Registered Communications Distribution Designer. E. UTP: Unshielded twisted pair. 1.4 QUALITY ASSURANCE A. Testing Agency Qualifications: Member company of NETA or an NRTL. 1. Testing Agency's Field Supervisor: Currently certified by BICSI as an RCDD to supervise on-site testing. N Q Y --j m �� =t n m r - m �. CONTROL -VOLTAGE ELECTRICAL CABLES 260523-1 City of Iowa City Pedestrian Mall Improvements PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS Genus Project No. 16034 A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Flame Travel and Smoke Density in Plenums: As determined by testing identical products according to NFPA 262 by a qualified testing agency. Identify products for installation in plenums with appropriate markings of applicable testing agency. 1. Flame Travel Distance: 60 inches (1520 mm) or less. 2. Peak Optical Smoke Density: 0.5 or less. 3. Average Optical Smoke Density: 0.15 or less. C. Flame Travel and Smoke Density for Riser Cables in Non -Plenum Building Spaces: As determined by testing identical products according to UL 1666. D. Flame Travel and Smoke Density for Cables in Non -Riser Applications and Non - Plenum Building Spaces: As determined by testing identical products according to UL 1685. 2.2 UTP CABLE A. Manufacturers: Subject to compliance with requirements, provide products by the following: B. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings by one of the following: 1. ADC. 2. Alpha Wire Company; a division of Belden Inc. 3. Belden Inc. 4. CommScope, Inc. 5. Draka Cableteq USA. 6. Genesis Cable Products; Honeywell International, Inc. 7. Mohawk; a division of Belden Inc. 8. Nexans; Berk -Tek Products. 9. Siemon Company (The). 10. Superior Essex Inc. o 1 l SYSTIMAX Solutions; a CommScope, Inc. brand. m . 12. 3M. -: n m �� m 13. Tyco Electronics/AMP Netconnect; Tyco International Lt�� —"' r �� C' C. Description: 100 -ohm, four -pair UTP, 24 -pair UTP, formed intlCglur-p$ir binnr groups with no overall jacket, or 25 -pair UTP covered with a theaopla4% jac6-1 1. Comply with ICEA S-90-661 for mechanical propertieP of Category Se cables. CONTROL -VOLTAGE ELECTRICAL CABLES 26 05 23 - 2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. Comply with ICEA S-102-700 for mechanical properties of Category 6 cables. 3. Comply with TIA-568-C.1 for performance specifications. 4. Comply with TIA-568-C.2, Category 6. 5. Listed and labeled by an NRTL acceptable to authorities having jurisdiction as complying with NEMA WC 66, UL 444 and NFPA 70 for the following types: a. Communications, Plenum Rated: Type CMP complying with UL 1685. b. Communications, Plenum Rated: Type CM, Type CMG, Type CMP, Type CMR, or Type CMX in metallic conduit installed per NFPA 70, Article 300.22, "Wiring in Ducts, Plenums, and Other Air -Handling Spaces." c. Communications, Riser Rated: Type CMR complying with UL 1666 and IC EA S-103-701. d. Communications, Riser Rated: Type CMP, or Type CMR in listed plenum or riser communications raceway. e. Communications, Riser Rated: Type CMP or Type CMR in metallic conduit installed per NFPA 70, Article 300.22, "Wiring in Ducts, Plenums, and Other Air -Handling Spaces." I. Communications, General Purpose: Type CM or Type CMG in listed communications raceways. g. Communications, General Purpose: Type CM, Type CMG, Type CMP, Type CMR, or Type CMX in metallic conduit installed per NFPA 70, Article 300.22, "Wiring in Ducts, Plenums, and Other Air -Handling Spaces." 2.3 UTP CABLE HARDWARE A. Manufacturers: Subject to compliance with requirements, provide products by the following: B. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings by one of the following: 1. ADC. 2. American Technology Systems Industries, Inc. 3. Belden Inc. 4. Dynacom Inc. 5. Hubbell Incorporated. 6. Leviton Commercial Networks Division. 7. Molex Premise Networks; a division of Molex, Inc. 8. Panduit Corp. o 9. Siemon Company (The). o �' 10. Tyco Electronics/AMP Netconnect; Tyco International%F!4 C. General Requirements for Cable Connecting Hardware: C�gly al ith TIMIA- 568-C.2, IDC type, with modules designed for punch -down cagsvr tg$Is. (les shall be terminated with connecting hardware of some categ�r higher. Q co CONTROL -VOLTAGE ELECTRICAL CABLES 260523-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 D. Connecting Blocks: 1 10 -style IDC for Category 6. Provide blocks for the number of cables terminated on the block, plus 25 percent spare. Integral with connector bodies, including plugs and jacks where indicated. E. Cross -Connect: Modular array of connecting blocks arranged to terminate building cables and permit interconnection between cables. 1. Number of Terminals per Field: One for each conductor in assigned cables. F. Patch Panel: Modular panels housing multiple -numbered jack units with IDC -type connectors at each jack for permanent termination of pair groups of installed cables. Number of Jacks per Field: One for each four -pair conductor group of indicated cables, plus spares and blank positions adequate to suit specified expansion criteria. G. Jacks and Jack Assemblies: 100 -ohm, balanced, twisted -pair connector; four - pair, eight -position modular. Comply with TIA/EIA-568-C.1. H. Patch Cords: Factory -made, four -pair cables in 48 -inch (1200 -mm) lengths; terminated with eight -position modular plug at each end. 1. Patch cords shall have bend -relief -compliant boots and color -coded icons to ensure Category 6 performance. Patch cords shall have latch guards to protect against snagging. 2. Patch cords shall have color -coded boots for circuit identification. 2.4 RS -485 CABLE A. Standard Cable: NFPA 70, Type CMG. 1. Paired, two pairs, twisted, No. 22 AWG, stranded (7x30) tinned -copper conductors. 2. PVC insulation. 3. Unshielded. 4. PVC jacket. 5. Flame Resistance: Comply with UL 1685. B. Plenum -Rated Cable: NFPA 70, Type CMP. 1. Paired, two pairs, No. 22 AWG, stranded (7x30) tinned -copper conductors. 2. Fluorinated ethylene propylene insulation. 3. Unshielded. N c 4. Fluorinated ethylene propylene jacket. o `a 7n 5. Flame Resistance: NFPA 262. *ic?�R )>--Ian C-)� �, r 2.5 LOW -VOLTAGE CONTROL CABLE ;<m -p m o� 0 A. Paired Cable: NFPA 70, Type CMG. $� F co CONTROL -VOLTAGE ELECTRICAL CABLES 260523-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 1. Multi -pair, twisted, No. 16 AWG, stranded (19x29) tinned -copper conductors. 2. PVC insulation. 3. Unshielded. 4. PVC jacket. 5. Flame Resistance: Comply with UL 1685. B. Plenum -Rated, Paired Cable: NFPA 70, Type CMP. 1. Multi -pair, twisted, No. 16 AWG, stranded (19x29) tinned -copper conductors. 2. PVC insulation. 3. Unshielded. 4. PVC jacket. 5. Flame Resistance: Comply with NFPA 262. 2.6 CONTROL -CIRCUIT CONDUCTORS A. Manufacturers: Subject to compliance with requirements, provide products by the following: B. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings by one of the following: 1. Encore Wire Corporation. 2. General Cable Technologies Corporation. 3. Southwire Company. C. Class i Control Circuits: Stranded copper, Type XHHW-2, in raceway, complying with UL 83. D. Class 2 Control Circuits: Stranded copper, Type XHHW-2, in raceway complying with UL 83. E. Class 3 Remote -Control and Signal Circuits: Stranded copper, Type XHHW-2, in raceway UL 83. F. Class 2 Control Circuits and Class 3 Remote -Control and Signal Circuits That Supply Critical Circuits: Circuit Integrity (CI) cable. 1. Smoke control signaling and control circuits. CONTROL -VOLTAGE ELECTRICAL CABLES 26 05 23 - 5 1. 0 2.7 SOURCE QUALITY CONTROL o m D� A. Factory test UTP cables according to TIA-568-C.2. n -<r w + --tc-) C B. Cable will be considered defective if it does not pass tests and irrioptioqg. m s rn CONTROL -VOLTAGE ELECTRICAL CABLES 26 05 23 - 5 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements PART 3 - EXECUTION 3.1 EXAMINATION A. Test cables on receipt at Project site. Test each pair of UTP cable for open and short circuits. 3.2 INSTALLATION OF RACEWAYS AND BOXES A. Comply with requirements in Section 260543 "Underground Ducts and Raceways for Electrical Systems" for raceway selection and installation requirements for boxes, conduits, and wireways as supplemented or modified in this Section. 1. Outlet boxes shall be no smaller than 2 inches (50 mm) wide, 3 inches (75 mm) high, and 2-1/2 inches (64 mm) deep. 2. Flexible metal conduit shall not be used. B. Comply with TIA-569-B for pull -box sizing and length of conduit and number of bends between pull points. C. Install manufactured conduit sweeps and long -radius elbows if possible. D. Raceway Installation in Equipment Rooms: 1. Position conduit ends adjacent to a corner on backboard if a single piece of plywood is installed, or in the corner of the room if multiple sheets of plywood are installed around perimeter walls of the room. 2. Install cable trays to route cables if conduits cannot be located in these positions. 3. Secure conduits to backboard if entering the room from overhead. 4. Extend conduits 3 inches (75 mm) above finished floor. 5. Install metal conduits with grounding bushings and connect with grounding conductor to grounding system. 3.3 INSTALLATION OF CONDUCTORS AND CABLES A. Comply with NECA I and NFPA 70. B. General Requirements for Cabling: N 0 I. Comply with TIA-568-C Series of standards. m 2. Comply with BICSI ITSIMM, Ch. 5, "Copper Structured Cab$g fys1WS., ar Ch. 6, "Optical Fiber Structured Cabling Systems." >::; W 3. Terminate all conductors and optical fibers; no cab__Iha'cont unterminated elements. Make terminations only at inl§dte7'outl terminals, and cross -connect and patch panels. r -n S 4. Cables may not be spliced. �zE : _ y% rn CONTROL -VOLTAGE ELECTRICAL CABLES 26 05 23 - 6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 5. Secure and support cables at intervals not exceeding 30 inches (760 mm) and not more than 6 inches (150 mm) from cabinets, boxes, fittings, outlets, racks, frames, and terminals. 6. Bundle, lace, and train conductors to terminal points without exceeding manufacturer's limitations on bending radii, but not less than radii specified in BICSI ITSIMM, Ch. 5, "Copper Structured Cabling Systems' and Ch. 6, "Optical Fiber Structured Cabling Systems:' Install lacing bars and distribution spools. 7. Do not install bruised, kinked, scored, deformed, or abraded cable. Do not splice cable between termination, tap, or junction points. Remove and discard cable if damaged during installation and replace it with new cable. 8. Cold -Weather Installation: Bring cable to room temperature before dereeling. Do not use heat lamps for heating. 9. Pulling Cable: Comply with BICSI ITSIMM, Ch. 5, "Copper Structured Cabling Systems" and Ch. 6, "Optical Fiber Structured Cabling Systems:' Monitor cable pull tensions. 10. Support: Do not allow cables to lay on removable ceiling tiles. 11. Secure: Fasten securely in place with hardware specifically designed and installed so as to not damage cables. C. UTP Cable Installation: 1. Comply with TIA-568-C.2. 2. Do not untwist UTP cables more than 1/2 inch (12 mm) at the point of termination to maintain cable geometry. D. Installation of Control -Circuit Conductors: 1. Install wiring in raceways. Comply with requirements specified in Section 260543 "Underground Ducts and Raceways for Electrical Systems". E. Open -Cable Installation: 1. Install cabling with horizontal and vertical cable guides in telecommunications spaces with terminating hardware and interconnection equipment. 2. Suspend copper cable not in a wireway or pathway a minimum of 8 inches (200 mm) above ceilings by cable supports not more than 30 inches (760 mm) apart. 3. Cable shall not be run through or on structural members or in contact with pipes, ducts, or other potentially damaging items. Do not run cables between structural members and corrugated panels. F. Installation of Cable Routed Exposed under Raised Floors: 1. Install plenum -rated cable only. o ca 2. Install cabling after the flooring system has been installogfti rMed fl" areas. 3. Below each feed point, neatly coil a cable in a coil not less than 12 inches G. Separation from EMI Sources: >::. co minimum of 72 inds<(18X mnM (305 mm) in diame. m 'o m o� a 0 D Jr, co CONTROL -VOLTAGE ELECTRICAL CABLES 260523-7 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 1. Comply with BICSI TDMM and TIA-569-B recommendations for separating unshielded copper voice and data communications cable from potential EMI sources including electrical power lines and equipment. 2. Separation between open communications cables or cables in nonmetallic raceways and unshielded power conductors and electrical equipment shall be as follows: a. Electrical Equipment or Circuit Rating Less Than 2 kVA: A minimum of 5 inches (127 mm). b. Electrical Equipment or Circuit Rating between 2 and 5 kVA: A minimum of 12 inches (305 mm). C. Electrical Equipment or Circuit Rating More Than 5 kVA: A minimum of 24 inches (600 mm). 3. Separation between communications cables in grounded metallic raceways and unshielded power lines or electrical equipment shall be as follows: a. Electrical Equipment or Circuit Rating Less Than 2 kVA: A minimum of 2-1/2 inches (64 mm). b. Electrical Equipment or Circuit Rating between 2 and 5 kVA: A minimum of 6 inches (150 mm). C. Electrical Equipment or Circuit Rating More Than 5 kVA: A minimum of 12 inches (305 mm). 4. Separation between communications cables in grounded metallic raceways and power lines and electrical equipment located in grounded metallic conduits or enclosures shall be as follows: a. Electrical Equipment or Circuit Rating Less Than 2 kVA: No requirement. b. Electrical Equipment or Circuit Rating between 2 and 5 kVA: A minimum of 3 inches (75 mm). C. Electrical Equipment or Circuit Rating More Than 5 kVA: A minimum of 6 inches (150 mm). 5. Separation between Communications Cables and Electrical Motors and Transformers, 5 kVA or 5 HP and Larger: A minimum of 48 inches (1200 mm). 6. Separation between Communications Cables and Fluorescent Fixtures: A minimum of 5 inches (127 mm). 3.4 REMOVAL OF CONDUCTORS AND CABLES A. Remove abandoned conductors and cables. AbandonectFond0tors and cables are those installed that are not terminated at equiprog* ai are rpt identified for future use with a tag. 3>=; Cr m 3.5 CONTROL -CIRCUIT CONDUCTORS 'ern cx A. Minimum Conductor Sizes: D ,r m CONTROL -VOLTAGE ELECTRICAL CABLES 260523-8 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements I . Class I remote -control and signal circuits; No 14 AWG. 2. Class 2 low-energy, remote -control, and signal circuits; No. 16 AWG. 3. Class 3 low-energy, remote -control, alarm, and signal circuits; No 12 AWG. 3.6 FIRESTOPPING A. Comply with TIA-569-B, Annex A, "Firestopping. Comply with BICSI TDMM, "Firestopping" Chapter. 3.7 GROUNDING A. For data communication wiring, comply with ANSI -J -STD -607-A and with BICSI TDMM, "Bonding and Grounding (Earthing)" Chapter. B. For low -voltage control wiring and cabling, comply with requirements in Section 260526 "Grounding and Bonding for Electrical Systems." 3.8 IDENTIFICATION A. Comply with requirements for identification specified in Section 260553 "Identification for Electrical Systems." B. Identify data and communications system components, wiring, and cabling according to TIA-606-A; label printers shall use label stocks, laminating adhesives, and inks complying with UL 969. 3.9 FIELD QUALITY CONTROL A. Perform the following tests and inspections: 1. Visually inspect UTP and optical -fiber cable jacket materials for UL or third - party certification markings. Inspect cabling terminations to confirm color - coding for pin assignm€'its, and inspect cabling connections to confirm compliance with TIA-56&C.1. 2. Visually inspect cable placement, cable termination, grounding and bonding, equipment and patch cords, and labeling of all components. 3. Test UTP cabling for direct-current loop resistance, shorts, opens, intermittent faults, and polarity between conductors. Test operation of shorting bars in connection blocks. Test cables after termination but not after cross -connection. o m a. Test instruments shall meet or exceed applicable rewica s in 568-C.2. Perform tests with a tester that complies eiormar requirements in 'Test Instruments (Normative)" Anne Ing measurement accuracy specified in "Measured ccur (Informative)" Annex. Use only test cords and aacr_1 ers11hat qualified by test equipment manufacturer for ch#50 1 or link configuration. r co CONTROL -VOLTAGE ELECTRICAL CABLES 260523-9 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements B. End-to-end cabling will be considered defective if it does not pass tests and inspections. C. Prepare test and inspection reports. END OF SECTION 260523 _ N O O Dry —+ m rn �( co r rri -a m F co CONTROL -VOLTAGE ELECTRICAL CABLES 26 05 23 - 10 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements SECTION 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including Division 11 General Requirements and Covenants, apply to this Section. 1.2 SUMMARY A. Section includes grounding and bonding systems and equipment. B. Section covers the following bid items: 1. ELECTRICAL CIRCUIT 2. CONTROL CABINET 3. PEDOC POWER PEDESTAL AND FOOTING 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1.4 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Comply with UL 467 for grounding and bonding materials and equip2dent. o � -n "n PART 2 -PRODUCTS D� ca r r� 2.1 MANUFACTURERS 3 A. Manufacturers: Subject to compliance with regaRemea available manufacturers offering products that may be incorporated into thcPJork include, but are not limited to, the following: 1. Bumcly; Part of Hubbell Electrical Systems. 2. Dossert; AFL Telecommunications I.I.C. 3. ERICO International Corooration. 4. Fushi Copperweld Inc. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 5. Golvan Industries, Inc.: Electrical Products Division, LLC. 6. Harger Lightning and Grounding. 7. ILSCO. 8. O-Z/Gedney; A Brand of the EGS Electrical Group. 9. Robbins Lightning, Inc. 10. Siemens Power Transmission & Distribution, Inc. 2.2 SYSTEM DESCRIPTION A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Comply with UL 467 for grounding and bonding materials and equipment. 2.3 CONDUCTORS A. Insulated Conductors: Copper or tinned -copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction. B. Bare Copper Conductors: 1. Solid Conductors: ASTM B 3. 2. Stranded Conductors: ASTM B 8. 3. Tinned Conductors: ASTM B 33. 4. Bonding Cable: 28 kcmil, 14 strands of No. 17 AWG conductor, 1/4 inch in diameter. 5. Bonding Conductor: No. 4 or No. 6 AWG, stranded conductor. 6. Bonding Jumper: Copper tape, braided conductors terminated with copper ferrules; 1-5/8 inches wide and 1/ 16 inch thick. 7. Tinned Bonding Jumper: Tinned -copper tape, braided conductors terminated with copper ferrules; 1-5/8 inches wide and 1/16 inch thick. 8. Pull string or Tracer Wire: No. 14 AWG single conductor. N C. Grounding Bus: Predrilled rectangular bars of annealed copper,, 1/4 1#4 inch in cross section, with 9/32 -inch holes spaced 1-1/8 inches fit. Stan insulators for mounting shall comply with UL 891 for use in switch s, V epm shall be Lexan or PVC, impulse tested at 5000 V. n -G rn 2.4 CONNECTORS A. Listed and labeled by an NRTL acceptable to authorities havin,rJurisdigtAon for applications in which used and for specific types, sizes, and combinations of conductors and other items connected. B. Bolted Connectors for Conductors and Pipes: Copper or copper alloy. C. Welded Connectors: Exothermic -welding kits of types recommended by kit manufacturer for materials being joined and installation conditions. GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 26-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements D. Bus -Bar Connectors: Mechanical type, cast silicon bronze, solderless exothermic - type wire terminals, and long -barrel, two -bolt connection to ground bus bar. 2.5 GROUNDING ELECTRODES A. Ground Rods: Copper -clad steel; 3/4 inch by 10 feet. PART 3 - EXECUTION 3.1 APPLICATIONS A. Conductors: Install solid conductor for No. 6 AWG and smaller, and stranded conductors for No. 4 AWG and larger unless otherwise indicated. B. Underground Grounding Conductors: Install bare copper conductor, No. 2/0 AWG minimum. 1. Bury at least 24 inches below grade. C. Isolated Grounding Conductors: Green -colored insulation with continuous yellow stripe. On feeders with isolated ground, identify grounding conductor where visible to normal inspection, with alternating bands of green and yellow tape, with at least three bands of green and two bands of yellow. D. Conductor Terminations and Connections: 1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. 2. Underground Connections: Welded connectors except at test wells and as otherwise indicated. 3. Connections to Ground Rods at Test Wells: Bolted connectors. 4. Connections to Structural Steel: Welded connectors. p A= r 3.2 GROUNDING AT THE SERVICE —4n a rZ A. Equipment grounding conductors and grounding electrode c i to=hall connected to the ground bus. Install a main bonding jum etyTen neutral and ground buses. q o 3.3 GROUNDING UNDERGROUND DISTRIBUTION SYSTEM COMPONENTS A. Comply with IEEE C2 grounding requirements. B. Grounding Manholes and Handholes: Install a driven ground rod through manhole or handhole floor, close to wall, and set rod depth so 4 inches will extend above finished floor. If necessary, install ground rod before manhole is placed and provide No. 1/0 AWG bare, tinned -copper conductor from ground rod into manhole through a waterproof sleeve in manhole wall. Protect ground GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 26-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 rods passing through concrete floor with a double wrapping of pressure -sensitive insulating tape or heat -shrunk insulating sleeve from 2 inches above to 6 inches below concrete. Seal floor opening with waterproof, nonshrink grout. C. Pad -Mounted Transformers and Switches: Install two ground rods and ground ring around the pad. Ground pad -mounted equipment and noncurrent -carrying metal items associated with substations by connecting them to underground cable and grounding electrodes. Install tinned -copper conductor not less than No. 2 AWG for ground ring and for taps to equipment grounding terminals. Bury ground ring not less than 6 inches from the foundation. 3.4 EQUIPMENT GROUNDING A. Install insulated equipment grounding conductors with all feeders and branch circuits. B. Install insulated equipment grounding conductors with the following items, in addition to those required by NFPA 70: 1. Feeders and branch circuits. 2. Lighting circuits. 3. Receptacle circuits. 4. Three-phase motor and appliance branch circuits. 5. Armored and metal -clad cable runs. 6. Busway Supply Circuits: Install insulated equipment grounding conductor from grounding bus in the switchgear, switchboard, or distribution panel to equipment grounding bar terminal on busway. C. Isolated Grounding Receptacle Circuits: Install an insulated equipment grounding conductor connected to the receptacle grounding terminal. Isolate conductor from raceway and from panelboard grounding terminals. Terminate at equipment grounding conductor terminal of the applicable derived system or service unless otherwise indicated. D. Isolated Equipment Enclosure Circuits: For designated equipment supplied by a branch circuit or feeder, isolate equipment enclosure from supply circV4 raceway with a nonmetallic raceway fitting listed for the purpose. Install fi1mg where raceway enters enclosure, and install a separate insulated eq d rn rour conductor. Isolate conductor from raceway and from pan r roun terminals. Terminate at equipment grounding conductootwminpl of applicable derived system or service unless otherwise indicatecCjn Cn !*t -o E. Poles Supporting Outdoor Lighting Fixtures: Install groundings trade all!)) separate insulated equipment grounding conductor in addi�rto- rounding conductor installed with branch -circuit conductors. N 0 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 26-4 City of Iowa City Pedestrian Mall Improvements 3.5 INSTALLATION Genus Project No. 16034 A. Grounding Conductors: Route along shortest and straightest paths possible unless otherwise indicated or required by Code. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. B. Ground Rods: Drive rods until tops are 2 inches below finished floor or final grade unless otherwise indicated. 1. Interconnect ground rods with grounding electrode conductor below grade and as otherwise indicated. Make connections without exposing steel or damaging coating if any. C. Bonding Straps and Jumpers: Install in locations accessible for inspection and maintenance except where routed through short lengths of conduit. 1. Bonding to Structure: Bond straps directly to basic structure, taking care not to penetrate any adjacent parts. 2. Bonding to Equipment Mounted on Vibration Isolation Hangers and Supports: Install bonding so vibration is not transmitted to rigidly mounted equipment. 3. Use exothermic -welded connectors for outdoor locations; if a disconnect - type connection is required, use a bolted clamp. 3.6 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory -authorized service representative to inspect, test, and adjust components, assemblies, and equipment installations, including connections. B. Grounding system will be considered defective if it does not pass tests and inspections. C. Report measured ground resistances that exceed the following values ae 1. Power and Lighting Equipment or System with Capacity ofIcVhnnd t": 10 ohms. it ® ••� C-)-< r D. Excessive Ground Resistance: If resistance to ground exceed'cffA vajrjl—j notify Architect promptly and include recommendations trucl gr v resistance. g A W 0 END OF SECTION 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526-5 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements SECTION 26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including Division 11 General Requirements and Covenants, apply to this Section. 1.2 SUMMARY A. Section covers the following bid items: 1. 3/4" ELECTRCAL DUCT 2. 1 ''/2" ELECTRCAL DUCT 3. 3" ELECTRCAL DUCT 1.3 DEFINITIONS A. Trafficways: Locations where vehicular or pedestrian traffic is a normal course of events. 1.4' ACTION SUBMITTALS A. Product Data: For each type of product 1. Include duct -bank materials, including separators and miscellaneous components. 2. Include ducts and conduits and their accessories, including elbow end bells, bends, fittings, and solvent cement. m 3. Include accessories for handholes and boxes. C) -n B. Shop Drawings: c7-< I�-- ::!C1> 1. Factory -Fabricated Handholes and Boxes Other Than Precastal-Rcr =: rn ow a. Include dimensioned plans, sections, and elevations, *�fab?tcation and installation details. CA b. Include duct entry provisions, including locations and duct sizes C. Include cover design. d. Include grounding details. UNDERGROUND DUCTS AND RACEWAYS 26 05 43-1 City of Iowa City Pedestrian Mall Improvements 1.5 INFORMATIONAL SUBMITTALS Genus Project No. 16034 A. Product Certificates: For concrete and steel used in precast concrete handholes, as required by ASTM C 858. B. Source quality -control reports. 1.6 FIELD CONDITIONS A. Interruption of Existing Electrical Service: Do not interrupt electrical service to facilities occupied by Owner or others unless permitted under the following conditions, and then only after arranging to provide temporary electrical service according to requirements indicated: Notify Owner no fewer than two days in advance of proposed interruption of electrical service. B. Ground Water: Assume ground -water level is at grade level unless a lower water table is noted on Drawings. PART 2 - PRODUCTS 2.1 A. 2.2 A. B. 2.3 A. B. GENERAL REQUIREMENTS FOR DUCTS AND RACEWAYS Comply with ANSI C2. CONDUIT HDPE: SDR11. Comply with ANSI C80.1. RNC: NEMA TC 2, Type EPC -40 -PVC and Type EPC -80 -PVC, UL 651, with matching fittings by same manufacturer as the conduit, complying with NEMA TC 3 and UL 514B. NONMETALLIC DUCTS AND DUCT ACCESSORIES Manufacturers: Subject to compliance with requirements, following: Basis -of -Design Product: Subject to compliance with require indicated on Drawings or a comparable product by one of the 1. ARNCO Corr). 2. Beck Manufacturing. 3. Cantex, Inc. 4. CertainTeed Corporation 5. Condux International, Inc. 6. ElecSys, Inc. 7. Electri-Flex Company. MCI rr an pr Qt CA 0 UNDERGROUND DUCTS AND RACEWAYS 26 05 43-2 City of Iowa City Pedestrian Mall Improvements 8. IPEX Inc. 9. Lamson & Sessions; Carlon Electrical Products. 10. Spiraduct/AFC Cable Systems, Inc. Genus Project No. 16034 C. Underground Plastic Utilities Duct: NEMA TC 2, UL 651, ASTM F 512, Type EPC -80 and Type EPC -40, with matching fittings complying with NEMA TC 3 by same manufacturer as the duct. D. Underground Plastic Utilities Duct: NEMA TC 6 & 8, ASTM F 512, UL 651 A, Type HDPE and Type EB -20 -PVC, with matching fittings complying with NEMA TC 9 by some manufacturer as the duct. E. Underground Plastic Utilities Duct: NEMA TC 6 & 8, ASTM F 512, Type DB -60 -PVC and Type DB -120 -PVC, for direct burial, with matching fittings complying with NEMA TC 9 by same manufacturer as the duct. Duct Accessories: 1. Duct Separators: Factory -fabricated rigid PVC or HDPE interlocking spacers, sized for type and size of ducts with which used, and selected to provide minimum duct spacing indicated while supporting ducts during concreting or backfilling. 2. Warning Tape: Underground -line warning tape specified in Section 260553 "Identification for Electrical Systems." 2.4 PRECAST CONCRETE HANDHOLES AND BOXES A. Manufacturers: Subject to compliance with requirements, provide products by the following: B. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: 1. Christy Concrete Products. 2. Elmhurst -Chicago Stone Co. N 3. Oldcastle Precast Group. 4. Rinker Group, Ltd. o �' 5. Riverton Concrete Products. rT1 D� co ..� 6. Utility Concrete Products. LLC. 1r 7. Utility Vault Co. -=tt's on rn 8. Wausau Tile Inc. :cm O:;u C. Comply with ASTM C 858 for design and manufacturing processes. �� crt D. Description: Factory -fabricated, reinforced -concrete, monolithically poured—walls and bottom unless open -bottom enclosures are indicated. Frame and cover shall form top of enclosure and shall have load rating consistent with that of handhole or box. 1. Frame and Cover: Weatherproof cast-iron frame, with cast-iron cover with recessed cover hook eyes and tamper-resistant, captive, cover -securing bolts. 2. Frame and Cover: Weatherproof steel frame, with steel cover with recessed cover hook eyes and tamper-resistant, captive, cover -securing bolts. UNDERGROUND DUCTS AND RACEWAYS 26 05 43-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 3. Frame and Cover: Weatherproof steel frame, with hinged steel access door assembly with tamper-resistant, captive, cover -securing bolts. a. Cover Hinges: Concealed, with hold -open ratchet assembly. b. Cover Handle: Recessed. 4. Frame and Cover: Weatherproof aluminum frame with hinged aluminum access door assembly with tamper-resistant, captive, cover -securing bolts. a. Cover Hinges: Concealed, with hold -open ratchet assembly. b. Cover Handle: Recessed. 5. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 6. Cover Legend: Molded lettering, "ELECTRIC." As indicated for each service. 7. Configuration: Units shall be designed for flush burial and have closed bottom unless otherwise indicated. 8. Extensions and Slabs: Designed to mate with bottom of enclosure. Same material as enclosure. a. Extension shall provide increased depth of 12 inches. b. Slab: Some dimensions as bottom of enclosure, and arranged to provide closure. P. Joint Sealant: Asphaltic -butyl material with adhesion, cohesion, flexibility, and durability properties necessary to withstand maximum hydrostatic pressures at the installation location with the ground -water level at grade. 10. Windows: Precast openings in walls, arranged to match dimensions and elevations of approaching ducts and duct banks, plus an additional 12 inches vertically and horizontally to accommodate alignment variations. C. Windows shall be located no less than 6 inches from interior surfaces of walls, floors, or frames and covers of handholes, but close enough to corners to facilitate racking of cables on walls. b. Window opening shall have cast -in-place, welded-v4p fabric reinforcement for field cutting and bending to tie in to 4crete'�nvelopes of duct banks.c. Window openings shall be framed with at least two at � o.3�el reinforcing bars in concrete around each opening. =�n a �r 11. Duct Entrances in Handhole Walls: Cast end -bell or duct-termiaa%g f}}ilng it 11 for each entering duct. a a. Type and size shall match fittings to duct or conduit to be termineted. b. Fittings shall align with elevations of approaching ducts and be located near interior corners of handholes to facilitate racking of cable. 12. Handholes 12 inches wide by 24 inches long and larger shall hove inserts for cable racks and pulling -in irons installed before concrete is poured. UNDERGROUND DUCTS AND RACEWAYS 26 05 43-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.5 HANDHOLES AND BOXES OTHER THAN PRECAST CONCRETE A. General Requirements for Handholes and Boxes: Comply with SCTE 77. Comply with tier requirements in "Underground Enclosure Application" Article. 1. Color: Gray 2. Configuration: Units shall be designed for flush burial and have integral closed bottom unless otherwise indicated. 3. Cover: Weatherproof, secured by tamper-resistant locking devices and having structural load rating consistent with enclosure. 4. Cover Finish: Nonskid finish shall have a minimum coefficient of friction of 0.50. 5. Cover Legend: Molded lettering, "ELECTRIC." As indicated for each service. 6. Direct -Buried Wiring Entrance Provisions: Knockouts equipped with insulated bushings or end -bell fittings, selected to suit box material, sized for wiring indicated, and arranged for secure, fixed installation in enclosure wall. 7. Duct Entrance Provisions: Duct -terminating fittings shall mate with entering ducts for secure, fixed installation in enclosure wall. 8. Handholes 12 inches wide by 24 inches long and larger shall have factory - installed inserts for cable racks and pulling -in irons. Polymer Concrete Handholes and Boxes with Polymer Concrete Cover: Molded of sand and aggregate, bound together with a polymer resin, and reinforced with steel or fiberglass or a combination of the two. 1. Manufacturers: Subject to compliance with requirements, provide products by the following: 2. Basis-of-Desian Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: a. Armorcast Products Company. b. Carson Industries LLC. C. NewBasis. d. Quazite: Hubbell Power System, Inc. C. Fiberglass Handholes and Boxes with Polymer Concrete Frame and Cover: Sheet - molded, fiberglass -reinforced, polyester resin enclosure joined to polymer c9acrete top ring or frame.— o m 1. Manufacturers: Subject to compliance with requirements, pr`>�duct�y the following: n_-< r f�`-- 2. Basis-of-Desian Product: Subject to compliance with reqerR prdvide product indicated on Drawings or comparable product by one"bj#jiefallowilm ox = 0 a. Armorcast Products Company. j b. Carson Industries LLC. "' C. Christy Concrete Products. d. Quazite: Hubbell Power System, Inc. e. Synertech Moulded Products, Inc. UNDERGROUND DUCTS AND RACEWAYS 26 05 43-5 City of Iowa City Pedestrian Mall Improvements PART 3 - EXECUTION 3.1 PREPARATION A. Coordinate layout and installation of arrangement of other utilities, site grading, field. Notify Architect if there is a conflict structures or archaeological sites to remain. Genus Project No. 16034 ducts, handholes, and boxes with final and surface features as determined in the between areas of excavation and existing B. Coordinate elevations of ducts and duct -bank entrances into manholes, handholes, and boxes with final locations and profiles of ducts and duct banks, as determined by coordination with other utilities, underground obstructions, and surface features. Revise locations and elevations as required to suit field conditions and to ensure that duct runs drain to manholes and handholes, and as approved by Architect. C. Clear and grub vegetation to be removed, and protect vegetation to remain according to General Requirements. 3.2 EARTHWORK A. Restore surface features at areas disturbed by excavation, and re-establish original grades unless otherwise indicated. Replace removed sod immediately after backfilling is completed. 3.3 INSTALLATION OF UNDERGROUND CONDUIT A. Direct -Buried Conduit: 1. Excavate trench bottom to provide firm and uniform support for conduit. Prepare trench bottom as specified in Division 2 Section 02200. 2. Install backfill as specified in Division 2 Section 02200. 3. After installing conduit, backfill and compact. Start at tie-in point, and work toward end of conduit run, leaving conduit at end of run free to move with expansion and contraction as temperature changes during this projEss. Firmly hand tamp backfill around conduit to provide maximum s0pporti sire . After placing controlled backfill to within 24 inches of finishe ode ake I conduit connection at end of run and complete backkAQ w n� I compaction as specified in Division 2 Section 02200. 4. Install manufactured duct elbows for stub -ups at poles and gq meot ormt building entrances through floor unless otherwise indicated. �qgolse*bovf�f%r stub -up ducts throughout length of elbow. gM - 5. Install manufactured rigid steel conduit elbows for stub-ujyS at files and equipment and at building entrances through floor. a. Couple steel conduits to ducts with adapters designed for this purpose, and encase coupling with 3 inches of concrete for a minimum of 24 inches on each side of the coupling. b. For stub -ups at equipment mounted on outdoor concrete bases and where conduits penetrate building foundations, extend steel conduit horizontally a UNDERGROUND DUCTS AND RACEWAYS 260543-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 minimum of 60 inches from edge of foundation or equipment base. Install insulated grounding bushings on terminations at equipment. 6. Underground Warning Tape: Comply with requirements in Section 260553 "Identification for Electrical Systems." 7. Contractor shall install pull string with distance marker within each conduit installation. 3.4 INSTALLATION OF UNDERGROUND HANDHOLES AND BOXES A. Install handholes and boxes level and plumb and with orientation and depth coordinated with connecting conduits to minimize bends and deflections required for proper entrances. Unless otherwise indicated, support units on a level bed of crushed stone or gravel, graded from 1/2 -inch sieve to No. 4 sieve and compacted to same density as adjacent undisturbed earth. C. Elevation: In paved areas, set so cover surface will be flush with finished grade. Set covers of other enclosures 1 inch above finished grade. D. Install hondholes with bottom below frost line, 36" below grade. E. Install removable hardware, including pulling eyes, cable stanchions, cable arms, and insulators, as required for installation and support of cables and conductors and as indicated. Select arm lengths to be long enough to provide spare space for future cables but short enough to preserve adequate working clearances in enclosure. F. Field -cut openings for conduits according to enclosure manufacturer's written instructions. Cut wall of enclosure with a tool designed for material to be cut. Size holes for terminating fittings to be used, and seal around penetrations after fittings are installed. r N 3.5 PROTECTION o O OD � rrn A. Protect coatings, finishes, and cabinets from damage and deteriorate W C.) -< I 1. Repair damage to galvanized finishes with zinc -rich paint Acom%nd y manufacturer. - F_ '® 2. Repair damage to PVC coatings or paint finishes with matchinmAlcfl coog recommended by manufacturer. 3.6 GROUNDING A. Ground underground ducts and utility structures according to Section 260526 "Grounding and Bonding for Electrical Systems." UNDERGROUND DUCTS AND RACEWAYS 26 05 43-7 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.7 CLEANING A. Pull leather -washer -type duct cleaner, with graduated washer sizes, through full length of ducts. Follow with rubber duct swab for final cleaning and to assist in spreading lubricant throughout ducts. B. Clean internal surfaces of manholes, including sump. Remove foreign material. END OF SECTION 260543 UNDERGROUND DUCTS AND RACEWAYS 26 05 43-8 N O Q w QCl r— ,<rn M LJ c UNDERGROUND DUCTS AND RACEWAYS 26 05 43-8 City of Iowa City Pedestrian Mall Improvements SECTION 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including Division 11 General Requirements and Covenants, apply to this Section. 1.2 SUMMARY A. Section covers the following bid items: 1. ELECTRICAL CIRCUIT 2. CONTROL CABINET 3. V ELECTRCAL DUCT 4. 1 ''/z" ELECTRCAL DUCT 5. 3" ELECTRCAL DUCT 6. PEDOC POWER PEDESTAL AND FOOTING 1.3 QUALITY ASSURANCE A. Comply with ANSI A13.1. B. Comply with NFPA 70. C. Comply with 29 CFR 1910.144 and 29 CFR 1910.145. D. Comply with ANSI Z535.4 for safety signs and labels. E. Adhesive -attached labeling materials, including I adhesives, and inks used by label printers, shall comply 1.4 COORDINATION A. Coordinate identification names, abbreviations, colors, (*dl�ot requirements in other Sections requiring identification ftplicl Shop Drawings, manufacturer's wiring diagrams, and the Maintenance Manual; and with those required by codes, 29 CFR 1910.145. Use consistent designations throughout Project. ca olw, laminating 5 Ch r 'D , •, m wr fes with l pns, Drawings, 'Operation and standards, and B. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. C. Coordinate installation of identifying devices with location of access panels and doors. IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 D. Install identifying devices before installing acoustical ceilings and similar concealment. PART 2 - PRODUCTS 2.1 POWER AND CONTROL RACEWAY IDENTIFICATION MATERIALS A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each raceway size. B. Colors for Raceways Carrying Circuits at 600 V or Less: 1. Black letters on an orange field. 2. Legend: Indicate voltage, where the conduit is being fed from and what the conduit is feeding. C. Vinyl Labels for Raceways Carrying Circuits at 600 V or Less: Preprinted, flexible label laminated with a clear, weather- and chemical -resistant coating and matching wraparound clear adhesive tape for securing ends of legend label. D. Snap -Around, Color -Coding Bands for Raceways Carrying Circuits at 600 V or Less: Slit, pretensioned, flexible, solid -colored acrylic sleeve, 2 inches long, with diameter sized to suit diameter of raceway or cable it identifies and to stay in place by gripping action. E. Metal Tags: Brass or aluminum, 2 by 2 by 0.05 inch with stamped legend, punched for use with self-locking cable tie fastener. 2.2 POWER AND CONTROL CABLE IDENTIFICATION MATERIALS A. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum - length of color field for each cable size. 82 B. Vinyl Labels: Preprinted, flexible label laminated with aqr, amath nd chemical -resistant coating and matching wraparound cle+A Adje to for securing ends of legend label. C13-< =icj rn C. Self -Adhesive, Self -Laminating Polyester Labels: Preprinted or%teg, 3 -Mi hick flexible label with acrylic pressure -sensitive adhesive thRro es f�lear, weather- and chemical -resistant, self -laminating, prote a sh'e7d ov r the legend. Labels sized to fit the cable diameter such that the clearSBeld overiaps the entire printed legend. D. Heat -Shrink Preprinted Tubes: Flame-retardant polyolefin tube with machine - printed identification label. Sized to suit diameter of and shrinks to fit firmly around cable it identifies. Full shrink recovery at a maximum of 200 deg F. Comply with UL 224. E. Metal Tags: Brass or aluminum, 2 by 2 by 0.05 inch, with stamped legend, punched for use with self-locking cable tie fastener. IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Write -On Tags: Polyester tag, 0.010 inch thick, with corrosion -resistant grommet and cable tie for attachment to conductor or cable. 1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer. 2. Marker for Tags: Machine -printed, permanent, waterproof, black ink marker recommended by printer manufacturer. G. Snap -Around Labels: Slit, pretensioned, flexible, preprinted, color -coded acrylic sleeve, with diameter sized to suit diameter of cable it identifies and to stay in place by gripping action. H. Snap -Around, Color -Coding Bands: Slit, pretensioned, flexible, solid -colored acrylic sleeve, 2 inches long, with diameter sized to suit diameter of cable it identifies and to stay in place by gripping action. 2.3 CONDUCTOR IDENTIFICATION MATERIALS A. Color -Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide. B. Self -Adhesive, Self -Laminating Polyester Labels: Preprinted or Write -on, 3 -mil- thick flexible label with acrylic pressure -sensitive adhesive that provides a clear, weather- and chemical -resistant, self -laminating, protective shield over the legend. Labels sized to fit the conductor diameter such that the clear shield overlaps the entire printed legend. C. Snap -Around Labels: Slit, pretensioned, flexible, preprinted, color -coded acrylic sleeve, with diameter sized to suit diameter of conductor it identifies and to stay in place by gripping action. D. Snap -Around, Color -Coding Bands: Slit, pretensioned, flexible, solid -colored acrylic sleeve with diameter sized to suit diameter of conductor it iden$w' s and to stay in place by gripping action. m E. Heat -Shrink Preprinted Tubes: Flame-retardant polyolefin tAwt. ✓itgnachn- printed identification label. Sized to suit diameter of and 2115ks to fit My around conductor it identifies. Full shrink recovery at a maxi oP00 _g F. Comply with UL 224. _ O � F. Marker Tapes: Vinyl or vinyl -cloth, self-adhesive wraparourn�type,wvith cl�uit identification legend machine printed by thermal transfer or equivaleff process. G. Write -On Tags: Polyester tag, 0.010 inch thick, with corrosion -resistant grommet and cable tie for attachment to conductor or cable. 1. Marker for Tags: Permanent, waterproof, black ink marker recommended by tag manufacturer. 2. Labels for Tags: Self-adhesive label, machine -printed with permanent, waterproof, black ink recommended by printer manufacturer, sized for attachment to tag. IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53-3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.4 UNDERGROUND -LINE WARNING TAPE A. Tape: 1. Recommended by manufacturer for the method of installation and suitable to identify and locate underground electrical and communications utility lines. 2. Printing on tape shall be permanent and shall not be damaged by burial operations. 3. Tape material and ink shall be chemically inert, and not subject to degrading when exposed to acids, alkalis, and other destructive substances commonly found in soils. 2.5 WARNING LABELS AND SIGNS A. Comply with NFPA 70 and 29 CFR 1910.145. B. Self -Adhesive Warning Labels: Factory -printed, multicolor, pressure -sensitive adhesive labels, configured for display on front cover, door, or other access to equipment unless otherwise indicated. C. Baked -Enamel Warning Signs: 1. Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for application. 2. 1/4 -inch grommets in comers for mounting. 3. Nominal size, 7 by 10 inches. D. Metal -Backed, Butyrate Warning Signs: 1. Weather -resistant, nonfading, preprinted, cellulose -acetate butyrate signs with 0.03964nch galvanized -steel backing; and with colors, Iggend, and size required for application. m 2. 1/4 -inch grommets in corners for mounting. g� rn 3. Nominal size, 10 by 14 inches. 1> --:-4 ba c7 -C r r E. Warning label and sign shall include, but are not limited to, the wing leg9gc15: rn -a i. Multiple Power Source Warning: "DANGER - ELECTRIC P OQK HAZID - EQUIPMENT HAS MULTIPLE POWER SOURCES." " 2. Workspace Clearance Warning: "WARNING - OSHA REGULAfI5N - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36 INCHES." 2.6 CABLE TIES A. General -Purpose Cable Ties: Fungus inert, self extinguishing, one piece, self locking, Type 6/6 nylon. 1. Minimum Width: 3/16 inch. 2. Tensile Strength at 73 deg F, According to ASTM D 638: 12,000 psi. 3. Temperature Range: Minus 40 to plus 185 deg F. IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 4. Color: Black except where used for color -coding. B. UV -Stabilized Cable Ties: Fungus inert, designed for continuous exposure to exterior sunlight, self extinguishing, one piece, self locking, Type 6/6 nylon. 1. Minimum Width: 3/16 inch. 2. Tensile Strength at 73 deg F, According to ASTM D 638: 12,000 psi. 3. Temperature Range: Minus 40 to plus 185 deg F. 4. Color: Black. C. Plenum -Rated Cable Ties: Self extinguishing, UV stabilized, one piece, self locking. 1. Minimum Width: 3/16 inch. 2. Tensile Strength at 73 deg F, According to ASTM D 638: 7000 psi. 3. UL 94 Flame Rating: 94V-0. 4. Temperature Range: Minus 50 to plus 284 deg F. 5. Color: Black. PART 3 - EXECUTION 3.1 INSTALLATION A. Verify identity of each item before installing identification products. B. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. C. Apply identification devices to surfaces that require finish after comalting finish work. c m n D. Self -Adhesive Identification Products: Clean surfaces beforecsplic ion, M materials and methods recommended by manufacturer of idelqIffpatil9R de cce`g E. Attach signs and plastic labels that are not self-adhesive typchoapl fasteners appropriate to the location and substrate. D .. CA F. Attach plastic raceway and cable labels that are not self-adhesive type with clear vinyl tape with adhesive appropriate to the location and substrate. G. System Identification Color -Coding Bands for Raceways and Cables: Each color - coding band shall completely encircle cable or conduit. Place adjacent bands of two-color markings in contact, side by side. Locate bands at changes in direction, at penetrations of walls and floors, at 50 -foot maximum intervals in straight runs, and at 25 -foot maximum intervals in congested areas. H. Aluminum Wraparound Marker Labels and Metal Tags: Secure tight to surface of conductor or cable at a location with high visibility and accessibility. Cable Ties: For attaching tags. Use general-purpose type, except as listed below: IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 I. Outdoors: UV -stabilized nylon. 2. In Spaces Handling Environmental Air: Plenum rated. J. Underground -Line Warning Tape: During backfilling of trenches install continuous underground -line waming tape directly above line at 6 to 8 inches below finished grade. Use multiple tapes where width of multiple lines installed in a common trench exceeds 16 inches overall. K. Painted Identification: Comply with requirements in painting Sections for surface preparation and paint application. 3.2 IDENTIFICATION SCHEDULE A. Accessible Raceways and Metal -Clad Cables, 600 V or Less, for Service, Feeder, and Branch Circuits More Than 30A, and 120V to ground: Identify with self- adhesive vinyl label. Install labels at 30 -foot maximum intervals. B. Power -Circuit Conductor Identification, 600 V or Less: For conductors in vaults, pull and junction boxes, manholes, and handholes, use color -coding conductor tape to identify the phase. Color -Coding for Phase and Voltage Level Identification, 600 V or Less: Use colors listed below for ungrounded feeder conductors. a. Color shall be factory applied. b. Colors for 208/120-V Circuits: 1) Phase A: Black. 2) Phase B: Red. 3) Phase C: Blue. C. Field -Applied, Color -Coding Conductor Tape: Apply in half - lapped turns for a minimum distance of 6 inches froLa terminal points and in boxes where splices or taps are 23ade. - +pply last two turns of tape with no tension to prevent pl+esfblerWwine". Locate bands to avoid obscuring factory cable�aingp C. Install instructional sign including the color -code for grounded ungroud conductors using adhesive -film -type labels. JIM _ M D. Locations of Underground Lines: Identify with underground-Iirui warn p tape for power, lighting, communication, and control wiring and optical fiber cable. I . Limit use of underground -line warning tape to direct -buried cables. 2. Install underground -line warning tape for both direct -buried cables and cables in raceway. END OF SECTION 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 53-6 City of Iowa City Pedestrian Mall Improvements SECTION 26 09 61 THEATRICAL LIGHTING CONTROL AND EQUIPMENT PART 1 - GENERAL 1.01 RELATED DOCUMENTS Genus Project No.16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SCOPE A. This work is included as part of Alternate # 1. B. All materials, components, and services necessary to provide a complete system indicated in this Section, as specified herein and shown on related Drawings, including: 1. Verification of dimensions and conditions at the job site. 2. Preparation and submission of complete shop drawings and samples for approval prior to fabrication. 3. Shipment of equipment to the job site and the secured storage of all non - fixed equipment. 4. Installation and completion in accordance with these Specifications, related Drawings, the Theatrical Lighting Equipment Manufacturer's recommendations, established trade criteria, and all applicable code requirements. 5. The inspection, demonstration, and necessary adjustment of the„ Sompleted installation by the Theatrical Lighting Equipment Manufa-t urer's�lgineering personnel. �_� -n 6. Preparation and submission of complete record drowin,,parr 1 a eratim, and maintenance data and certificates. 107 r 7. This work to be done by the same contractor who provilWpe quiprnt for section 116133. o a, mc 11 1.03 WORK INCLUDED Dx CA A. The following is for reference only and is not intended to define the lirrtffs of the work for a complete installation: 1. Control racks and devices. 2. Network data system. 3. Control receptacle panels. 4. House light control panels. 5. Entry stations. 6. Company switches. 7. Wiring devices. The following work shall be completed by the Contractor but not by the Theatrical Lighting Equipment Dealer. The following is for reference only and is not intended to define the limits of work for the Contractor: THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961.1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 I . Electrical feeds, conduit, wire, control cable, and connections except as indicated herein. 2. Testing and certification of network cable and terminations. 1.04 RELATED WORK IN OTHER SECTIONS A. The following is for reference only and is not intended to define the limits of the work for a complete installation: 1. Division 26 installation requirements. 2. Electrical sources. 3. 116133 Canopy Banner Rigging. 4. Sound and communications systems. 1.05 QUALITY ASSURANCE A. The Theatrical Lighting dimming and control system equipment shall be the responsibility of a single Theatrical Lighting Equipment Manufacturer or Theatrical Lighting Equipment Dealer. B. The Theatrical Lighting Equipment Manufacturer shall have at least ten (10) years experience in the fabrication of similar equipment and systems. If rested, the Manufacturer shall submit a representative list of installations ckring thaw above period.g�? m C. Subject to the above requirements, the equipment specified gaga sfFall be"'7 provided by one of the following Theatrical Lighting Equipmer��ini gacturErs: 1. Control console and dimmers: a. Electronic Theatre Controls (ETC), Middleton, WI. _ 2. Wiring devices: D cn a. Altman Stage Lighting, Yonkers, NY. b. Electronic Theatre Controls (ETC), Middleton, WI. c. Lex Products, Stamford, CT. d. Performance Electric, Inc., Greenville, SC. e. Southeast Stage Rigging & Curtains (SSRC), Greenville, SC. f. Stagecraft Industries, Portland, OR. g. Union Connector, Roosevelt, NY. D. Other Theatrical Lighting Equipment Manufacturers may be considered with the prior review and approval of Schuler Shook. Manufacturers seeking approval to bid must contact Schuler Shook and provide the following information not less than ten (10) days prior to the bid date: 1. List of projects of similar scale and complexity completed in the last five (5) years. Provide project name, location, completion date, and description of equipment installed. 2. Samples of shop drawing submittals for projects of similar scale and complexity completed in the last five (5) years. 3. Technical data sheets for any product proposed for use on this project. 4. Samples of any products requested by Schuler Shook, E. The Theatrical Lighting dimming and control system shall be provided by a qualified Theatrical Lighting Equipment Dealer who shall have at least five (5) years experience in the sales and installation of similar systems and who shall be factory THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961.2 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 certified to provide warranty service for all of the equipment in this Section. Dealer shall meet the requirements for Full Membership in the Entertainment Services and Technology Association (ESTA). F. The dealer shall be responsible for the integration, operation, and performance of all elements of the system described in this Section. The dealer shall provide all warranty work and equipment upgrades as called for in this Section. G. Subject to the above requirements, the equipment specified herein shall be provided by one of the following Theatrical Lighting Equipment Dealers: I . Gopher Stage Lighting, Minneapolis, MN; (612) 871-0138. 2. Norcostco, Golden Valley, MN; (763) 544-0601. 3. Barbizon Lighting, Chicago, IL; (773) 276-8500. 4. Beck Studios, Milford, OH; (513) 831-6650. 5. Chicago Spotlight, Chicago, IL; (312) 455-1171. 6. Grand Stage, Chicago, IL; (312) 332-5611. 7. Heartland Scenic Studio, Omaha, NE; (402) 341-9121. Other Theatrical Lighting Equipment Dealers may be considered with the prior review and approval of Schuler Shook. Dealers seeking approval to bid must contact Schuler Shook and provide the following information not less than ten (10) days prior to the bid date: 1. List of projects of similar scale and complexity completed in the last five (5) years. Provide project name, location, completion date, and description of equipment installed or services provided. Provide contact nams$title and phone number for references familiar with Dealer's work& eac�roject listed. fn m 2. Samples of shop drawing submittals for projects of similar�e aj d complexity completed in the last five (5) years. Sample TrpminMhollbe provided in PDF format only. :rn -v m 3. Name, resume and number of years of employment foris ErojeC7 Manager assigned to this project. v N 1.06 SUBMITTALS A. With Bid: 1. Dealer shall submit a complete bill of materials to be furnished. 2. A list of any and all proposed deviations or exceptions from the contract Drawings and Specifications, whether or not these variations have been formally or informally accepted by Schuler Shook. Any deviations or exceptions from the Drawings or Specifications proposed after bid shall not be accepted. 3. Manufacturer shall indicate any additional wire or conduit runs that are not shown on the Drawings that will be required to install Manufacturer's system. 4. A schedule for the anticipated completion of the following: a. Shop drawings. b. Delivery of all equipment. c. Commissioning of all systems. Shop Drawings: THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Within sixty (60) days of receipt of order, the Manufacturer shall submit one (1) complete set of computer-generated drawings in PDF format to the Architect, Electrical Engineer, and Schuler Shook for approval prior to fabrication: a. Dimensions, components, and finishes of all equipment and accessories. b. All system assemblies and major sub -assemblies, cabinets, and enclosures, including notation of type and manufacture of switches, relays, locks, hardware, and electrical and electronic connectors. c. Quantities of each component and sub -assembly. d. Block schematics of system internal wiring and system element interconnection. e. Indication by boxed caption of any and all deviations or exceptions from the contract Drawings and Specifications, whether or not those variations have been formally or informally accepted by Schuler Shook. f. Indication by boxed caption of any and all additional wire or conduit runs that are not shown on the Drawings that will be required to install Manufacturer's system. C. Samples: 1. Within sixty (60) days of receipt of order, the Manufacturer shall, if requested, submit to Schuler Shook for approval prior to fabrication: a. Sample of each switch type used in the installation. b. Samples of any equipment component requested by Schuler Shook. 2. Samples shall not be considered part of specified quantities but shall be returned to Manufacturer upon request. e_ D. Final Submittal: o OD 1. Within thirty (30) days of final tests, and as a condition fl 40prov he Contractor shall submit three (3) bound sets to the Owrltlref cl �e (1t— bound set to Schuler Shook: -ice a. Receipts for delivery of all non -installed items, inclu II it�ns m designated, "deliver to Owner." Delivery receipts s clude na� and quantity of each piece of equipment specifie ith cafirmation signature by Electrical Contractor or Owner's representative - b. "As built and approved" CAD drawings and wiring diagrams showing all systems and components as installed, including all field modifications. c. Operation and service manuals, schematics, and parts lists for each unit of equipment installed or provided. A printed, bound manual is required for each control console. d. DVD copies of video -recorded instructions as described below. e. Certificates of warranty, as set forth below. 1.07 TESTING AND INSTRUCTION A. Upon completion of all installation work, the Contractor shall certify in writing to the Architect that the work is complete and ready for final inspection. Final inspection shall be scheduled by the Owner, Architect, and Schuler Shook within fourteen (14) days following Contractor's notice of completion. . THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. After system commissioning and adjustment, a knowledgeable representative of the Manufacturer shall operate the system for the approval of the Owner and Schuler Shook. C. Necessary adjustments or modifications shall be made as required. D. Manufacturer's representative shall instruct the Owner's designated staff or representatives in the operation and maintenance of all equipment as follows: 1. The first instruction session shall encompass a complete and detailed orientation to the system, including all controllers, control accessories, dimmers, receptacle panels, and theatrical lighting fixtures. This instruction session shall be scheduled to last a minimum of four (4) hours. 2. The second instruction session shall include a review of first session topics as requested by the Owner's staff, as well as additional programming. The second session shall occur within sixty (60) days of the first session, or during the first public performance at the Owner's request. This instruction session shall be scheduled to last a minimum of four (4) hours. E. The Manufacturer shall provide to the Owner video -recorded instructions on the operation and maintenance of the system. Information contained in the video will cover all points of operation and maintenance covered in the first instruction session with the Owner's staff. A recording of the actual instruction session is acceptable. Provide two (2) DVDs each containing full copies of the video instruction. 1.08 WARRANTY A. For a period of five (5) year following final acceptance, the Theatrical Lighting Equipment Manufacturer shall unconditionally warrant all other equipment and systems provided under this Section to be free from defects in materials and workmanship. Lamps and normal wear and tear are exempted. B. For a period of two (2) years following final acceptance, the Theatrical Lighting Equipment Dealer shall provide and install, at no cost to the Owner, software upgrades to all components of all control systems including architectural lighting controllers. Thereafter the Dealer shall notify the Owner of cill software upgrades for the life of the control system (s). The Dealer shall keep the Owner's name and address in a database for this purpose. All upgrades shall include a ftfirritten description of operational modifications. Software upgrades s�qll be lksigned so as to allow all existing data, configurations and show files to inlanedm accessed and edited in the future. C. Appropriate additional equipment to replace equipment ren§J_g",d fb} servfnholl be provided at the job site at no expense to the Owner. Repkkuernent corwl console(s) must be of the some model as those removed for e.z R ,1 D. Warranty service shall be performed by personnel in the emp—leVlaf if The al Lighting Equipment Manufacturer and shall not be sub-contrc ccted ocwssigned to another company, service, or individual unless the Owner has approved such assignment in writing, in which event the Theatrical Lighting Equipment Manufacturer shall nevertheless be responsible to the Owner for such work. 1.09 GENERAL REQUIREMENTS A. General Conditions of the project contract, work schedules, and site regulations apply to this work. B. This work shall comply with all applicable national and local labor regulations. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. All parts shall be new, of first quality, and under warranty. D. All work and products shall conform to all applicable national and local code requirements. It is the Contractors' responsibility to verify and comply with all national and local codes. E. All electrical work and products shall conform to all applicable NFPA 70 National Electric Code (NEC) standards. F. All components shall be UL listed and carry pertinent UL labels. G. All outdoor equipment will be rated for outdoor use or include weatherproof covers. H. All components shall bear labels identifying the manufacturer, model number, and serial number. All such labels and certificates shall be permanently attached in a conspicuous location. I. Identification: 1. All control and receptacle faceplates shall be identified and legended with permanent markings. 2. All control and receptacle faceplates not described elsewhere in this Specification shall be black anodized aluminum or black painted steel, and all labels and legends shall be permanently engraved directly into the faceplate. Minimum text height if not specified elsewhere: 1/4 inch. Engravings shall be filled with white paint. Lamacoid labels shall be acceptable if mechanically fastened to the panel. 3. Dry transfers, decals, plastic " dymo", or other types of adhesive labels shall not be used. Silk-screened labels or legends shall not be used. 4. All control and receptacle faceplates shall have beveled edges and rounded corners. J. Control signal protocol and connectors shall comply with applicable standards established and published by the U.S. Institute for Theatre Technology. The control signal protocol shall be equal to ANSI E1.1 1-2004 DMX512-A. o K. All multi -conductor connectors shall be wired in accordance ath thdC..n recommended practice RP -1 as published by the U.S. Institutehe Technology. n { r L. All control, signal, and video connectors shall be of substantial—eoAstrTc'tion shall be of the locking or latching type. All plate -mounted cortK�A_torglhall F" bolted to faceplates, rivets shall not be acceptable. o� _ M. All components requiring external electrical connections of mo thar�Wven (7) conductors shall include barrier -type terminal strips properly sized andr-a permanently labeled. N. Where specification allows for "approved equal," substitutions shall be proposed to Schuler Shook no less than ten (10) days prior to bid date. O. All equipment shall be fully insured against loss or damage during shipment, job site storage, installation, and testing. The Contractor shall have and assume full responsibility for the safety of every unit of equipment, components, wiring, and plans during delivery, installation, and testing. Certification of such coverage shall be furnished to the Architect within thirty (30) days of award of contract. P. For a period of three (3) years following acceptance, the Manufacturer shall provide and install, at no cost to the Owner, all control console operating system upgrades. Thereafter the Manufacturer shall notify the Owner of all operating THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 system upgrades for the life of the console. All upgrades shall include a full written description of operational modifications. Operating system upgrades shall be designed so as to allow existing data to be accessed and upgraded. Q. For a period of five (5) years following acceptance, the Manufacturer shall maintain service capability by guaranteeing a factory -authorized representative available for on-site service calls within twenty-four (24) hours of notification by Owner of a need for service. R. All control signal terminations shall be made by the Theatrical Lighting Equipment Manufacturers' installation technician. . PART 2 --PRODUCTS 2.01 MANUFACTURERS A. Equipment and hardware are specified on the basis of performance and minimum acceptable quality. Materials manufactured by any of the following companies that equals or surpasses the performance and quality specified will be acceptable: 1. Electronic Theatre Controls (ETC), Middleton, WI. 2. Other manufacturers as listed for specific components below. 2.02 CONTROL INTERFACE RACK A. Control Interface Rack(s) shall be 19 -inch industry standard equipment rack. Design and configuration of the control interface rack(s) shall contain equipment as listed below and any other devices necessary for a complete system. B. Physical Requirements: 1. Equipment rack(s) shall be fully welded construction using minimum 16 gauge steel and finished in black powder coat. o 2. Equipment rack(s) shall be wall -mounted at location (s) 8own the Drawings. rn •'n 3. Equipment rack(s) shall include a front access door wit gr ock..-Dbor may be inverted on site for opposite swing. Provide six y O er. Label door: "Theatrical Lighting Control Interface"�m .o rn 4. The depth of the Equipment rack(s), including front ac osholtv exceed 18 inches. D •- 5. The height of the Equipment rack(s), including front access doshall be sized to accommodate all required components, specified below, and shall not exceed 68.25 inches. C. Equipment rack(s) shall contain the following components: 1. Architectural lighting processor- Mosaic. 2. Network switch(s) and patch bay(s). 3. Centralized DMX Distribution device(s). 4. Power conditioner or surge protection, per specification. 5. Cable management. 6. Minimum 2U blank rack space for future use. 7. Blank panels as required. 8. Additional devices, as required, for a complete and operable system. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961.7 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 D. Provide DMX output(s) to LED architectural lighting fixtures. Coordinate DMX control with fixture manufacturer and Electrical Contractor for a complete and operable system. E. All devices installed at the Control Interface Rack shall operate silently if installed. Fan noise, transformer hum, or other acoustic interference shall not be acceptable. F. Installation shall include appropriate cable management, terminal blocks and labels. G. All devices, stations, and blank panels contained within rack(s) shall be "black." H. Manufacturer: Middle Atlantic Products or approved equal. Install as indicated on the Drawings. 2.03 POWER CONDITIONER WITH BATTERY BACK-UP A. Rack -mounted Power Conditioners with battery back-up shall be provided to protect all lighting control devices from electrical irregularities such as surges, "spikes" and emergency transfer. Battery back-up shall be sized to maintain power to all connected devices for a minimum of three (3) fifteen (15) minutes. B. Provide one (1) Power Conditioner with battery back-up for each of the following equipment rack locations: 1. Control interface rack(s) and for all external network devices requiring a power source. C. All devices installed at the Stage Manager's Rack shall operate silently. Fan noise, transformer hum, or other acoustic interference shall not be acceptable. D. Manufacturers: 1. Furman Sound "F1000 -UPS." e 2. American Power Conversion (APC). O m 3. Best Power Technology, Inc. Dn 0 'n 4. Approved equal. �� 6 E. Install as indicated on the Drawings. m 2.04 NETWORK DATA SYSTEM G= S A. The Network Data System shall provide for the interconnectioef devices usd solely for theatrical lighting and special effects. ro B. A dedicated network is required for the lighting control system. The network shall consist of receptacle panels, connecting wiring, patch bays, patch cables, routers, switches, and portable node devices. C. All materials, components, and services necessary to provide a complete network data system indicated in this Section. Manufacturer shall be responsible for performance of the complete system. D. All lighting control devices shall operate as part of the network. If the manufacturer's system requires devices that are not network compatible, manufacturer shall provide all required hardware to accommodate those devices to meet the intent of this specification. Division 26 shall provide and install conduits, boxes, and conductors to accommodate these devices, as part of the work of this Section. E. The network shall provide for the connection of the following devices: 1. Control consoles. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-8 City of Iowa City Genus Project No.16034 Pedestrian Mall Improvements a. DMX outputs. b. Dimmer feedback information. 2. Remote video displays. 3. Designer's remote control consoles. 4. Hand-held remote controls. 5. Automated lighting fixtures. 6. Moving yoke devices. 7. Color changers. 8. LED lighting fixtures. 9. DMX -controlled special effects. 10. Architectural lighting control system. F. Network capacity shall be determined by the following simultaneous usage criteria. System shall allow all the data below to be sent simultaneously, within the traffic and collision maximums noted below: I . Control consoles - quantity one (1). 2. Remote video displays - quantity two (2) in use, in two separate locations. 3. Designer's remote control consoles - quantity one (1). 4. Hand-held remote controls - quantity one (1). 5. Distributed DMX signal - eight (8) 512 -dimmer universes for automated lighting, color changers and special effects. System shall be designed for the quantity of DMX nodes specified herein and a 50% future expansion of DMX node devices. 6. Architectural lighting control system- as specified herein. G. The system shall utilize unshielded twisted pair (UTP) wiring. UTP wiring shall be 4 pair, 24 AWG, unshielded twisted pair wiring. Fiber optic wiring is permissible for "backbone" wiring runs. Fiber optic wiring shall be 62.5/125/900 Micron Fiber Optic wiring. All Category 5e connectors shall be RJ45. All fiber optic connectors shall be ST style connectors. o m H. All elements of the system shall meet the following requirememen 1. Institute of Electrical & Electronic Engineers Standard 8 191F(E), ANSI/IEEE Standard 802.3, 1993 Edition. ::in a, 2. Electronic Industries Association/Telecommunications Ir%%;rie=ssoJnn Standard 568-1995. o v 3. TIA/EIA Bulletin TSB67 for field testing of unshielded twist* -pair Wbling systems. co 4. ESTA CP/96-1057rl Recommended Practice for Ethernet Cabling Systems in Entertainment Lighting Applications and CP/98-1005r3, Supplement to the Recommended Practice. I. All system elements shall be provided from a qualified network hardware manufacturer. The manufacturer shall have at least five (5) years experience in the fabrication of network hardware. Subject to the above requirements, the equipment indicated herein shall be by one of the following manufacturers: 1. Allied Telesyn. 2. Bay Networks. 3. Cisco Systems. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961.9 City of Iowa City Pedestrian Mall Improvements 4. 3Com Corporation. 5. Hubbell Premise. 6. Panduit. Network Switches: Genus Project No.16034 1. The System shall utilize Network Switches for data distribution. The Switches shall be rack -mounted in the Control Interface Rack(s) and completely wired internally. 2. The Switches shall include sufficient ports for patching all network devices, plus six (6) spare receptacles per Control Interface Rack. 3. The Switches shall accommodate I OOMbs transmission rate. 4. All Switch ports shall be labeled with designation of wire destination. K. Network Patch Panels: 1. The System shall utilize central Patch Panels for patching individual network devices to the Switches. The Panels shall be rack -mounted in the Control Interface Rack(s) and completely wired internally. 2. The Panels shall include sufficient network receptacles for patching all network devices, plus six (6) spare receptacles per Control Interface Rack. 3. The Panels shall allow for distribution of the network wiring. If multiple collision domains exist in the some patch panel, they must use patch cables of different colors to delineate the separate collision domains. 4. The Rack shall include wire management panels as manufactured by Panduit or approved equal. 5. All wires shall be identified at the jacket with separate numbers. 6. All network receptacles shall be labeled with designation of wire destination. L. Network Cables and Patch Cables: 1. Cables shall be rated Category 5e to match installed wiring. 2. Cables shall include RJ45 plugs at each end, for proper matigato receptacle panels and node devices. Each cable shgjj be pOected by a rubber boot of a diameter sufficient to extend beyon626 plop commntion tab. D::; arno 3. Patch cables and boots shall use multiple colors to diflnestiacollirm domains. Drop cables and boots I Y-0" long or more st e black. 4. Provide one (1) patch cable of appropriate length for hir$ eaCT itch port to the designated network receptacle. Provide o ) siaQre p cable for each spare switch port. v cn 5. Deliver to Owner. N M. Wiring Methods 1. All permanent network wiring shall terminate in receptacles in panels. All equipment shall be connected to receptacles via "patch cables" with RJ45 plugs. No installed wire shall terminate directly to network equipment. The use of male RJ45 pigtails shall not be permitted. 2. Cable shall be pulled in conduits, meeting the minimum bending radius permitted by the cable manufacturer. All cable shall be pulled with no more than the maximum pulling tension permitted by the cable manufacturer. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-10 City of Iowa City Genus Project No.16034 Pedestrian Mall Improvements 3. Riser rated or plenum rated cable shall be used where required under local codes. N. Electrical Requirements 1. All UTP wiring segments shall be of continuous runs of not more than 250 feet. If a wiring run exceeds the noted maximum footage, manufacturer shall provide required repeaters and system elements to bring the wiring segment to the stated maximum run. Contractor shall provide and install such elements as part of the work of this Section. 2. All cable shall meet the standards for EIA/TIA 568 TSB -36 Category 5e. The Contractor shall use a current generation 100Mhz or higher, network/cable analyzer to perform testing on the cable plan and shall test all data pairs. All cable shall be tested for continuity, attenuation, near end crosstalk, mutual capacitance, cable impedance, cable resistance, cable length, structural return loss and pair mapping. All testing will be performed by certified cable technicians. As part of the final submittal, provide cable analyzer printouts of all test performed, labeled by cable number. 3. All wiring shall meet the EIA/TIA T586B wiring standard. 4. All cable and installation shall accommodate 1 OOMbs transmission rate. 'Thin Net' systems shall not be used. 5. The system shall be designed for maximum 40% traffic utilization and maximum 10% collisions within the some collision domain. The use of switches is acceptable to manage network traffic. 6. All Layer 2 switches shall provide for IGMP Layer 3 snooping to accommodate IP multicast events. 2.05 CENTRALIZED DMX DISTRIBUTION A. The system described below is based upon general performance criteria common to the products listed below. No other system shall be considered u loss specifically approved by Schuler Shook at least ten (10) days Drior td$e bid date: 1. Electronic Theatre Controls "Net3 Four Port Gateway." n rn 2. Pathway Connectivity "Pathport Quattro Node." > 3. Pathway Connectivity "Pathport Octo Node." � n m I B. The Centralized DMX Distribution system shall be located at th61,,i;pntrol Intf%e Rack and employ the above noted device (s). The system sh45viA for MC translation of network control data into discrete DMX512 datC4 ar? to the indicated receptacles on the Control Receptacle Panels, peffhe dings and schedules. The system shall be designed with the following functions i y: 1. The device(s) shall be capable of accepting the following lighting control network data: ACN; sACN; RDM; ETC Nei -3; ShowNet. 2. The devices) shall use a dedicated multiplexed signal conforming to the ANSI E1.11-2004 DMX512-A standard. 3. DMX512 data streams shall be optically isolated. 4. Each discrete DMX512 data stream shall be programmable to provide data within the specified DMX512 Universe(s). C. All wires shall be identified at the jacket with separate numbers. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961.11 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 D. The devices) shall provide one discrete input or output for each DMX receptacle in the system plus four (4) spare inputs/outputs. Provide rear -mounted terminals for the connection of all DMX wiring. E. Install in the Control Interface Rack. 2.06 CONTROL RECEPTACLE PANEL A. The Control Receptacle Panels shall be deadfront, and completely wired internally, with terminal strips of the proper rating for all external connections. Appropriate back boxes shall be provided for all panels. B. The face of each panel shall contain flush mounted receptacles for connection to the devices indicated. These receptacles shall be of the locking type and shall be sized for the proper number and capacity of conductors. DMX and Hand Held Remote connectors shall be equal to XLR series by Switchcraft. All Hand Held Remote receptacles shall be female. Ethernet connectors shall be RJ45. Smaller or less substantial connectors shall not be acceptable. C. DMX "A" shall be 1-512 and control house dimmers unless noted otherwise. DMX "B" shall be 513-1024. E. Initial programming of DMX Receptacles shall be as follows: 1. If one (1) DMX INPUT then: DMX INPUT shall be 1-512. 2. If two (2) DMX INPUT then: first DMX INPUT shall be 1-512 and second DMX INPUT shall be 513-1024. F. All CRP faceplates shall have a factory -applied paint or anodized finish as indicated in the finish schedule on the Drawings. G. Provide weatherproof covers as indicated in documents. H. All faceplates shall be engraved at each connector and backfilled with contrasting epoxy paint. Connector labels as indicated on the Drawings. I. All CRP panels shall be mounted as indicated on the Drawings and in the Schedules. Provide appropriate back boxes for all CRP panels. Verif"ll mounting conditions. m J. Install as indicated on the Drawings. c> rn 2.07 LCD CONTROL PANEL. )>::4 W c ->-C cs r A. The system described below is based upon general performattcriteria con to the products listed below. No other system shall be considerun3is specifically approved by Schuler Shook at least ten (10) daystofhe bite: 1. Electronic Theatre Controls "Unison Mosaic Touchscreerl cn B. Physical Requirements: 1. The Lighting Control Panel shall be deadfront and completely wired internally, with terminals of the proper rating for all external wiring. 2. The face of the panel shall have a touch -screen capable of selection, programming and control of the lighting presets. 3. All control wiring shall be low -voltage Class ll. C. Operational Requirements: 1. Each panel shall have the capability to access a minimum of (1024) control points. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961.12 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. The presets and shows shall be programmed by adjusting and recording the levels of the house light control channels. Presets shall be capable of user - defined sequences. 3. All presets shall have an adjustable fade rate control. 4. The system shall include Macro capability of channels, presets, playback and custom conditional statements. 5. The record function shall be capable of being locked by a passcode to prevent unauthorized use. 6. The system set-up shall be protected by a separate passcode. 7. The system shall provide printable reporting information on the status of all presets, macros, processors, and stations. 8. The system shall accept graphical inputs to allow custom LCD screen configuration. D. All Panels shall be mounted as indicated on the Drawings and in the Schedules. Provide appropriate back boxes for all panels. Verify all mounting conditions. E. Faceplate color and labels shall be as indicated in the Schedules. Manufacturer shall confirm all faceplate colors and labels in shop drawings. F. All faceplates shall be labeled: "House Lights." G. Install as indicated on the Drawings and in the Schedules. House Light Panels are identified as "HLP" throughout the documents. 2.08 ENTRY STATION A. The system described below is based upon general performance criteria common to the products listed below. No other system shall be considered unless specifically approved by Schuler Shook at least ten (10) days prior to the bid date: Electronic Theatre Controls "Unison Heritage Series Button Station." B. Physical Requirements: 1. The panels shall be deadfront and completely wired internally, vh terminals of the proper rating for all external wiring. o co 2. The face of each panel shall contain momentary conta(Jitca form accessing lighting presets and non -dims as indicated. AIRI'Tiaut orRhall hese integral LED's, illuminated when activated. -An m r 3. All faceplates shall contain an LED indicator lamp for eas1KRdegJifyinrna darkened room. O= = v 4. All control wiring shall be low -voltage Class II. D C. Operational Requirements: ro 1. Each panel shall contain momentary contact switches for accessing lighting presets as indicated in the Schedules. D. All Entry Station panels shall be mounted as indicated in the schedule. Provide appropriate back boxes for all panels. Verify all mounting conditions. E. Faceplate color and labels shall be as indicated in the Schedules. Manufacturer shall confirm all faceplate colors and labels in shop drawings. F. Provide a weatherproof clear, lockable cover plate and two (2) keys for each station as indicated in the schedule. Locking cover assembly shall be painted to match station faceplate. Deliver keys to Owner. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961.13 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 G. Install as indicated on the Drawings and in the Schedules. Entry Stations are identified as "ES" throughout the documents. 2.09 COMPANY SWITCH - 200 AMP A. The system described below is based upon general performance criteria common to the products listed below. No other system shall be considered unless specifically approved by Schuler Shook at least ten (10) days prior to the bid date: 1. Lex Products "PowerGATE. CS-200E-C6DS3-BU(." 2. Equal by Union Connector Company 3. Equal by Electronic Theatre controls. B. Panel to be Nema type 3R Weatherproof. C. Panel shall be wall mounted, deadfront, substantially framed, and fabricated of aluminum or steel. All parts shall be properly cleaned prior to painting and then painted with a rust inhibiting primer. The finish point shall be black baked enamel. D. Panel shall not exceed 21 -inches wide x 45 -inches tall x 10 -inches deep. E. Panel shall be completely wired internally, and terminals of the proper rating shall be provided for all external connections. F. Panel shall operate on 200AMP, 3-phase, 4 -wire, 120/208V service with connection through conduit to lugs on main breaker. Panel shall include one (1) 200A, 3 -pole main breaker. G. Panel shall contain lamps to indicate voltage present on each phase leg and a lamp to indicate ground integrity. H. Neutral conductor shall be oversized by 200%. Neutral "bridge" between single feed lug and double output lugs shall be factory installed. I. Each panel shall utilize a separate grounding conductor. All panels that are indicated as "Audio" or "Isolated" in the drawings or specifications shall provide an isolated grounding conductor. J. Panel shall include bare output lug connections inside a shunt -trip protected connection chamber as follows: o 1. Panel shall provide six (6) bare output lugs total, one (1) eacssfor phase legs and ground, and two (2) lugs for neutral connectio n rA M 2. The connection chamber shall not allow for connectionR ride broken under load, and shall prevent physical contact a anergi ed connectors. _<rr���-***111 -v m 3. Connection chamber door shall include an integral key k o�padM hasp to prevent unauthorized use. All Company Switch bdmshall be keyed the same. Provide six (6) keys to owner. N tss K. Panel shall include one (1) 6 -wire Cam-lok outlet panel with reversed gender neutral and ground. Panel shall provide two (2) Cam-lok neutral connectors. Panel design must prevent physical contact with the energized connectors by one of the following methods: 1. Locate Cam-lok outlet panel within the shunt -trip protected connection chamber described above. 2. Utilize Union Connector "SafeCam" system that will only allow panel to be energized when all six (6) Cam-lok outlets have a plug inserted. SafeCam panels must include six (6) silicone -filled plugs to allow panel to be energized when only output lugs are utilized. Silicone -filled plugs must be permanently THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961.14 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 connected to panel by aircraft cable lanyard mechanically fastened to plugs and panel. 3. Provide alternate method with equal safety characteristics. Alternate methods must be approved by Schuler Shook at least ten (10) days prior to the bid date. "Poli-lok" outlet panels shall not be accepted. L. Provide two (2) neutral and one (1) ground Cam-lok "turn -around" gender reversal plugs for each Company Switch. Deliver to Owner. M. Label the panel with permanently engraved Lamicoid labels mechanically fastened to the disconnect panel, with white lettering not less than 1/2 inch high. Label to read: "Company Switch, 200A, 3-phase, 4 -wire plus ground. AUTHORIZED USE ONLY." Audio isolated panels shall be add to label: "AUDIO ISOLATED." N. Provide and install as indicated on the Drawings and in the Schedule of Quantities. 2.10 THEATRICAL LIGHTING CABLES A. Ethernet Cable: 1. Cable shall contain 4 pair, #23 AWG, shielded Category 6 wiring. Cable jacket shall be UV resistant polyurethane. 2. Theatrical Ethernet cable shall be used for all plug strip data cables and portable Ethernet cables. 3. All cables shall be black unless specifically noted otherwise. 4. Cables shall be Lex Products "PowerFlex" or TMB "ProPlex" or approved equal. B. DMX Cable: 1. Cable shall contain 2 pair, #22 AWG, shielded twisted pair wiring. Cable jacket shall be UV resistant polyurethane. 2. Theatrical DMX cable shall be used for all portable DMX cables. 3. All cables shall be black unless specifically noted otherwise. 4. Cables shall be Lex Products "PowerFlex" or TMB "ProPlex" or approved equal. o m C. Quantities per wiring device and accessory specifications, Drgdgs tc! Schedules. c7 -c 1 r 2.11 THEATRICAL LIGHTING CONNECTORS " t� 2 M A. Ethernet Connectors: C� �'J 1. Ethernet connectors shall be RJ45, Neutrik "etherCON" Dtt intMral stT h relief. All connectors shall be black. rwa 2. Cable connectors shall be Neutrik NE8MC-B. 3. Panel mount receptacles shall be Neutrik NE8FDV-B. 4. Ethernet extension cables for fixtures or consoles that do NOT utilize "etherCON" panel mount receptacles shall be heavy-duty RJ45, Lex Products or approved equal. B. DMX Connectors: 1. DMX connectors shall be 5 -pin XLR with integral strain relief. All connectors shall beIb ack. 2. Male connectors shall be Neutrik NC5MXX-B. 3. Female connectors shall be Neutrik NC5FXX-B. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-15 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 4. Male panel mount receptacles shall be Neutrik NC5MD-L-B-1. 5. Female panel mount receptacles shall be Neutrik NC5FD-L-B-1. C. Quantities per lighting fixture specifications, accessory specifications, drawings and schedules. 2.12 LED LIGHTING CONTROL A. The control system is based upon general performance criteria common to the products listed below. No other system shall be considered unless specifically approved by Schuler Shook at least ten (10) days prior to the bid date: 1. Electronic Theatre Controls Mosaic - Provide enough capacity for all stage canopy, fountain, and type SO and S01 pole mounted fixtures 2.13 SCHEDULE OF QUANTITIES ARTICLE DESCRIPTION QUANTITY SUPPLIED 2.02 Control Interface Rack 1 2.03 Power Conditioners with battery back-up 1 2.04 Network System Per Specification 2.05 Centralized DMX Distribution Per Drawings and Schedules 2.06 Control Receptacle Panels Per Drawings and Schedules 2.07 LCD Control Panel 1 2.08 Entry Stations 1 2.09 Company Switches - 200 AMP o 1 2.10 Theatrical Lighting Cables epr WedZnd .r .Specificat�pn 2.11 Theatrical Lighting Connectors Apr ed es and r— SpAcificM 2.12 LED Lighting Control 3 1 D � N PART 3 - EXECUTION 3.01 FABRICATION A. Control desks, racks, and cabinets shall be welded assemblies of sheet steel or aluminum or bar size angles, channels, and tees or aluminum extrusions forming rigid enclosures to support internal components. B. Operating elements shall be mechanically safe and electrically "dead:' C. All steel parts and panels shall be cleaned and primed with rust inhibiting primer. Exterior finishes shall be epoxy resin or baked enamel in matte black, or in Manufacturer's standard color where not specified. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-16 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 D. Control element working face panels shall be steel or substantial aluminum. Legends and control and protective device designations shall be engraved in panels, or in permanently attached plates, and located for ready identification. E. All internal wiring shall be factory completed. All wiring shall be in harnesses and bound. No loose or randomly routed wires shall be permitted. F. All wire sizes and insulations shall comply with NFPA 70 National Electric Code (NEC), UL, and local codes and meet or exceed electronics industry standards. 3.02 PACKING AND SHIPPING A. Equipment shall be wrapped and sealed in polyethylene and substantially crated for shipment. Crates shall clearly indicate equipment contained, nature of components, and site designation. B. Dimmers shall be individually packaged. C. The equipment manufacturer shall provide notice prior to shipping of shipping method and equipment contained. 3.03 INSTALLATION A. All electrical feeds, conduit, and wire shall be provided and installed by Division 26. B. All theatrical dimmer racks, distribution, and control devices specified in this Section shall be provided and installed by Division 26. C. All receptacles at all distribution devices shall be tested by Division 26 to verify that every circuit has been terminated at the correct dimmer rack, relay panel or panelboard. Circuit corrections, if required, shall be completed prior to Owner training. D. All control wire types and topography shall be detailed by the Theatrical Lighting Equipment Manufacturer in the shop drawings. Control wire shall be provided and installed by Division 26. Control wire testing and termination shall be completed by Division 26. E. After all painting and dust -creating work is complete and the theatre has been thoroughly cleaned, Division 26 shall unpack, assemble, install and test all portable equipment; including consoles, fixtures and accessories specified in tlr tSection. F. All lighting fixtures shall be hung by Division 26 at locations incleated orq the Owner or Schuler Shook prior to Owner training. nc-) r*i 3.04 SYSTEMS INTEGRATION AND PROGRAMMING �n r A. Dealer shall provide addressing for all LED fixtures and any at. MX contrpl fixture. Dealer to provide Division 26 contractor a list of DMX c ss mb r rior to installation of fixtures. At time of commissioning Dealer to paW aWMX controlled fixtures and test to ensure proper functionality. y cs B. Dealer shall install the most current LED fixture profiles at each contrx90console and train the owner to add and update fixture profiles during the Owner training required herein. C. Dealer, at the direction of Theatrical Consultant and/or owner's representative, will adjust all programmable components of the lighting and control system to meet the design intent of the project. Programmable devices include lighting controls (including the layout and design of all touchscreen control panels), addressable lighting fixtures, and user interfaces. THEATRICAL LIGHTING CONTROL AND EQUIPMENT 260961-17 City of Iowa City Pedestrian Mall Improvements SECTION 26 24 16 PANELBOARDS PART 1 . GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 0l Specification Sections, apply to this Section. 1.2 SUMMARY A. Section covers the following bid items: 1. ELECTRICAL CIRCUIT 2. CONTROL CABINET 1.3 DEFINITIONS A. SVR: Suppressed voltage rating. B. TVSS: Transient voltage surge suppressor. 1.4 ACTION SUBMITTALS N O A. Product Data: For each type of panelboard, switching and�verc rrent protective device, transient voltage suppression devic 2c sory�nd component indicated. Include dimensions and manufackgEA5Ae Fniccf=ta on features, performance, electrical characteristics, ratings, cl�jl;tjnisOos. I v rn B. Shop Drawings: For each ponelboard and related equipmer>s� a v 1. Include dimensioned plans, elevations, sections, cRd details. Show tabulations of installed devices, equipment features, and ratincr 2. Detail enclosure types and details for types other than NEMA 250, Type 1. 3. Detail bus configuration, current, and voltage ratings. 4. Short-circuit current rating of panelboards and overcurrent protective devices. 5. Include evidence of NRTL listing for series rating of installed devices. 6. Detail features, characteristics, ratings, and factory settings of individual overcurrent protective devices and auxiliary components. 7. Include wiring diagrams for power, signal, and control wiring. 8. Include time -current coordination curves for each type and rating of overcurrent protective device included in panelboards. Submit on PANELBOARDS 262416-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 translucent log -log graft paper; include selectable ranges for each type of overcurrent protective device. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For qualified testing agency. B. Field Quality -Control Reports: 1. Test procedures used. 2. Test results that comply with requirements. 3. Results of failed tests and corrective action taken to achieve test results that comply with requirements. C. Panelboard Schedules: For installation in panelboards. Submit final versions after load balancing. 1.6 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For panelboords and components to include in emergency, operation, and maintenance manuals. Include the following: 1. Manufacturer's written instructions for testing and adjusting overcurrent protective devices. o 2. Time -current curves, including selectable ranges 6 eaen typenof overcurrent protective device that allows adjustments. D� W =;C') r 1.7 MAINTENANCE MATERIAL SUBMITTALS ;trn -p M A. Furnish extra materials that match products installed and that j&;$acjtagedaGith protective covering for storage and identified with labels desdRbing w tents. 1. Keys: Two spares for each type of panelboard cabinet lock. 2. Circuit Breakers Including GFCI and Ground Fault Equipment Protection (GFEP) Types: Two spares for each panelboard. 3. Fuses for Fused Switches: Equal to 10 percent of quantity installed for each size and type, but no fewer than three of each size and type. 4. Fuses for Fused Power -Circuit Devices: Equal to 10 percent of quantity installed for each size and type, but no fewer than three of each size and type. 1.8 QUALITY ASSURANCE A. Testing Agency Qualifications: Member company of NETA or an NRTL. 1. Testing Agency's Field Supervisor: Currently certified by NETA to supervise on-site testing. PANELBOARDS 262416-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements B. Source Limitations: Obtain panelboards, overcurrent protective devices, components, and accessories from single source from single manufacturer. C. Product Selection for Restricted Space: Drawings indicate maximum dimensions for panelboards including clearances between panelboards and adjacent surfaces and other items. Comply with indicated maximum dimensions. D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. E. Comply with NEMA PB 1 . F. Comply with NFPA 70. 1.9 DELIVERY, STORAGE, AND HANDLING A. Remove loose packing and flammable materials from inside panelboards; install temporary electric heating (250 W per panelboard) to prevent condensation. B. Handle and prepare panelboards for installation according to NEMA PB 1. 1.10 PROJECT CONDITIONS A. Environmental Limitations: 1. Do not deliver or install panelboards until spaces are enclosed and weathertight, wet work in spaces is complete and dry,rk above panelboards is complete, and temporary HVAC systerlLis opting and maintaining ambient temperature and humidity condii46-10t cupe"y levels during the remainder of the construction period. )D._ -4a ,... 2. Rate equipment for continuous operation under the fcl}"ngC�oncirms unless otherwise indicated: cCm a. Ambient Temperature: Not exceeding minus 22 �IqF to plus 1 deg F. -- b. Altitude: Not exceeding 6600 feet. v N Service Conditions: NEMA PB 1, usual service conditions, as follows: 1. Ambient temperatures within limits specified. 2. Altitude not exceeding 6600 feet. C. Interruption of Existing Electric Service: Do not interrupt electric service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary electric service according to requirements indicated: Notify Construction Manager and Owner no fewer than two days in advance of proposed interruption of electric service. PANELBOARDS 262416-3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2. Do not proceed with interruption of electric service without Construction Manager's written permission. 3. Comply with NFPA 70E. 1.11 COORDINATION A. Coordinate layout and installation of panelboards and components with other construction that penetrates walls or is supported by them, including electrical and other types of equipment, raceways, piping, encumbrances to workspace clearance requirements, and adjacent surfaces. Maintain required workspace clearances and required clearances for equipment access doors and panels. B. Coordinate sizes and locations of concrete bases with actual equipment provided. Cast anchor -bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified with concrete. PART 2 - PRODUCTS 2.1 GENERAL REQUIREMENTS FOR PANELBOARDS A. Enclosures: Flush and surface mounted cabinets. Rated for environmental conditions at installed location. a. Indoor Dry and Clean Locations: NEMA 250, Type 1. b. Outdoor Locations: NEMA 250, Type 3R. N 0 2. Front: Secured to box with concealed trim clamps. Fcgurfac 9mou�d fronts, match box dimensions; for flush -mounted fronts, amp tbox. 3. Hinged Front Cover: Entire front trim hinged to box c-it�°stan$>Ct door within hinged trim cover. n , m r 4. Skirt for Surface -Mounted Panelboards: Same gag�tmnd.ofinislf s panelboard front with flanges for attachment to pan4A%rdP*vall, a i ceiling or floor. $�'K 5. Gutter Extension and Barrier: Same gage and finisBPas pcnelboard enclosure; integral with enclosure body. Arrange to isolate"Adividual panel sections. 6. Finishes: a. Panels and Trim: Steel and galvanized steel, factory finished immediately after cleaning and pretreating with manufacturer's standard two -coat, baked -on finish consisting of prime coat and thermosetting topcoat. b. Back Boxes: Same finish as panels and trim. C. Fungus Proofing: Permanent fungicidal treatment for overcurrent protective devices and other components. Directory Card: Inside panelboard door, mounted in transparent card holder. PANELBOARDS 262416-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements B. Incoming Mains Location: Bottom. C. Phase, Neutral, and Ground Buses: 1. Material: Hard -drawn copper, 98 percent conductivity. 2. Equipment Ground Bus: Adequate for feeder and branch -circuit equipment grounding conductors; bonded to box. 3. Isolated Ground Bus: Adequate for branch -circuit isolated ground conductors; insulated from box. 4. Extra -Capacity Neutral Bus: Neutral bus rated 200 percent of phase bus and UL listed as suitable for nonlinear loads. 5. Split Bus: Vertical buses divided into individual vertical sections. D. Conductor Connectors: Suitable for use with conductor material and sizes. 1. Material: Hard -drawn copper, 98 percent conductivity. 2. Main and Neutral Lugs: Compression type. 3. Ground Lugs and Bus -Configured Terminators: Compression type. 4. Feed -Through Lugs: Compression type, suitable for use with conductor material. Locate at opposite end of bus from incoming lugs or main device. 5. Subfeed (Double) Lugs: Compression type suitable for use with conductor material. Locate at same end of bus as incoming lugs or main device. 6. Gutter -Tap Lugs: Compression type suitable for use with conductor material. Locate at same end of bus as incoming lugs or main device. 7. Extra -Capacity Neutral Lugs: Rated 200 percent of phase lugs mounted on extra -capacity neutral bus. ry E. Service Equipment Label: NRTL labeled for use as service equiGWent for panelboards or load centers with one or more main service dlkrmn(Wing e" overcurrent protective devices. >-1 co C-) r F. Future Devices: Mounting brackets, bus connections, filler plat€.,,�,CAnde ceppr appurtenances required for future installation of devices. 70 = 1 �fj1 o� �-y G. Panelboard Short -Circuit Current Rating: Rated for series-con4ted s tem with integral or remote upstream overcurrent protective devices and lab d by an NRTL. Include size and type of allowable upstream and branch devices, listed and labeled for series -connected short-circuit rating by an NRTL. H. Panelboard Short -Circuit Current Rating: Fully rated to interrupt symmetrical short- circuit current available at terminals. 2.2 PERFORMANCE REQUIREMENTS A. Surge Suppression: Factory installed as an integral part of indicated panelboards, complying with UL 1449 SPD Type 2. PANELBOARDS 2624 16 - 5 City of Iowa City Pedestrian Mall Improvements 2.3 DISTRIBUTION PANELBOARDS Genus Project No. 16034 A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: 1. Eaton Electrical Inc.; Cutler -Hammer Business Unit. 2. Siemens Energy & Automation, Inc. 3. Square D; a brand of Schneider Electric. C. Panelboards: NEMA PB 1, power and feeder distribution type. D. Doors: Secured with vault -type latch with tumbler lock; keyed alike. For doors more than 36 inches high, provide two latches, keyed alike. E. Mains: Circuit breaker. Branch Overcurrent Protective Devices for Circuit -Breaker Frame Sizes 125 A and Smaller: Bolt -on circuit breakers. G. Branch Overcurrent Protective Devices for Circuit -Breaker Frame Sizes Larger Than 125 A: Bolt -on circuit breakers; plug-in circuit breakers where individual positive - locking device requires mechanical release for removal. Contactors in Main Bus: NEMA ICS 2, Class A, electrically held, general-purpose controller, with same short-circuit interrupting rating as panelboard. 1. Internal Control -Power Source: Control -power transformer, with fused primary and secondary terminals, connected to main bus ahead of contactor connection. 2. External Control -Power Source: 120-V branch circuit. o_ O m n +7■ � 2.4 LIGHTING BRANCH -CIRCUIT PANELBOARDS D-1 ca " C') 1 A. Manufacturers: Subject to compliance with requiM:teentP av le manufacturers offering products that may be incorporated int:�R ark in I e, but are not limited to, the following: o= B. Basis -of -Design Product: Subject to compliance with req:Bremef@, provide product indicated on Drawings or comparable product by one of the following: 1. Eaton Electrical Inc.; Cutler -Hammer Business Unit. 2. Siemens Energy & Automation, Inc. 3. Square D; a brand of Schneider Electric. C. Panelboards: NEMA PB 1, lighting and appliance branch -circuit type. D. Mains: Circuit breaker. PANELBOARDS 262416-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 E. Branch Overcurrent Protective Devices: Bolt -on circuit breakers, replaceable without disturbing adjacent units. F. Contactors in Main Bus: NEMA ICS 2, Class A, electrically held, general-purpose controller, with same short-circuit interrupting rating as panelboard. I . Internal Control -Power Source: Control -power transformer, with fused primary and secondary terminals, connected to main bus ahead of contactor connection. 2. External Control -Power Source: 120-V branch circuit. G. Doors: Concealed hinges; secured with flush latch with tumbler lock; keyed alike. H. Column -Type Ponelboards: Narrow gutter extension, with cover, to overhead junction box equipped with ground and neutral terminal buses. 2.5 DISCONNECTING AND OVERCURRENT PROTECTIVE DEVICES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: B. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: 1. Eaton Electrical Inc.; Cutler -Hammer Business Unit. 2. Siemens Energy & Automation, Inc. 3. Square D; a brand of Schneider Electric. C. Molded -Case Circuit Breaker (MCCB): Comply with UL 489, with interrupting capacity to meet available fault currents. 1. Thermal -Magnetic Circuit Breakers: Inverse time -current element for low- level overloads, and instantaneous magnetic trip element for short circuits. Adjustable magnetic trip setting for circuit -breaker frame sizes 250 A and larger. 2. Adjustable Instantaneous-T(p Circuit Breakers: Magnetic trip element with front -mounted, field -adjustable trip setting. o 3. Electronic trip circuit breakers with rms sensing; field-re`place=le rating plug or field -replicable electronic trip; and the followi9-SIU' tjusterile settings: h� r ..�, q C-.) Cn r a. Instantaneous trip. �r b. Long- and short -time pickup levels. - Z o C. Long- and short -time time adjustments. g� — d. Ground -fault pickup level, time delay, and 12t 450onse,',* rw 4. Current -Limiting Circuit Breakers: Frame sizes 400 A and smaller; let - through ratings less than NEMA FU 1, RK -5. 5. GFCI Circuit Breakers: Single- and two -pole configurations with Class A ground -fault protection (6-mA trip). PANELBOARDS 2624 16 - 7 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 6. Ground -Fault Equipment Protection (GFEP) Circuit Breakers: Class B ground -fault protection (30-mA trip). 7. Arc -Fault Circuit Interrupter (AFCI) Circuit Breakers: Comply with UL 1699: 120/240-V, single -pole configuration. 8. Molded -Case Circuit -Breaker (MCCB) Features and Accessories: a. Standard frame sizes, trip ratings, and number of poles. b. Lugs: Compression style, suitable for number, size, trip ratings, and conductor materials. C. Application Listing: Appropriate for application; Type SWD for switching fluorescent lighting loads; Type HID for feeding fluorescent and high-intensity discharge (HID) lighting circuits. d. Ground -Fault Protection: Integrally mounted relay and trip unit with adjustable pickup and time -delay settings, push -to -test feature, and ground -fault indicator. e. Shunt Trip: 120 -V trip coil energized from separate circuit, set to trip at 75 percent of rated voltage. f. Undervoltage Trip: Set to operate at 35 to 75 percent of rated voltage with field -adjustable 0.1- to 0.6 -second time delay. g. Auxiliary Contacts: One SPDT switch with "a" and "b" contacts; "a" contacts mimic circuit -breaker contacts and "b" contacts operate in reverse of circuit -breaker contacts. h. Alarm Switch: Single -pole, normally open contact that actuates only when circuit breaker trips. i. Key Interlock Kit: Externally mounted to prohibit circuit -breaker operation; key shall be removable only when circuit breaker is in off position. j. Zone -Selective Interlocking: Integral with electronic trip unit; for interlocking ground -fault protection function with other upstream or downstream devices. k. Multipole units enclosed in a single housing or factory assembled to operate as a single unit. I. Handle Padlocking Device: Fixed attachment, for locking circuit - breaker handle in on position. M. Handle Clamp: Loose attachment, for holding gWuit-breaker handle in on position. o m 2.6 ACCESSORY COMPONENTS AND FEATURES (n r -<r- rn A. Accessory Set: Include tools and miscellaneous items re faove lent protective device test, inspection, maintenance, and open - v cn B. Portable Test Set: For testing functions of solid-state trip devices wiftut removing from panelboard. Include relay and meter test plugs suitable for testing panelboard meters and switchboard class relays. PANELBOARDS 262416-8 City of Iowa City Pedestrian Mall Improvements PART 3 - EXECUTION 3.1 EXAMINATION Genus Project No. 16034 A. Receive, inspect, handle, and store panelboards according to NEMA PB 1 B. Examine panelboards before installation. Reject panelboards that are damaged or rusted or have been subjected to water saturation. C. Examine elements and surfaces to receive panelboards for compliance with installation tolerances and other conditions affecting performance of the Work. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install panelboards and accessories according to NEMA PB 1.1. B. Equipment Mounting: Install panelboards on concrete bases, 4 -inch nominal thickness. Comply with requirements for concrete base specified in Section 321313 "Cast -in -Place Concrete." 1. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install dowel rods on 18 -inch centers around full perimeter of base. 2. For panelboards, install epoxy -coated anchor bolts that extend through concrete base and anchor into structural concrete floor. 3. Place and secure anchorage devices. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 4. Install anchor bolts to elevations required for proper attachment to-- panelboards. ra 5. Attach panelboard to the vertical finished or structuralsurfac&ehind the panelboard. CD rn -� D ad .�.. C. Temporary Lifting Provisions: Remove temporary lifting egos[ chennely-and brackets and temporary blocking of moving parts from paneIP;2ds CY' ' t' rn '0 D. Mount top of trim 90 inches above finished floor unless WnerwEiicF�5ed. E. Mount panelboard cabinet plumb and rigid without distortion of 9x. Mount recessed panelboards with fronts uniformly flush with wall finish and mating with back box. F. Install overcurrent protective devices and controllers not already factory installed. 1. Set field -adjustable, circuit -breaker trip ranges. G. Install filler plates in unused spaces. PANELBOARDS 2624 16 - 9 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 H. Stub four 1 -inch empty conduits from panelboard into accessible ceiling space or space designated to be ceiling space in the future. Stub four 1 -inch empty conduits into raised floor space or below slab not on grade. Arrange conductors in gutters into groups and bundle and wrap with wire ties after completing load balancing. J. Comply with NECA 1. 3.3 IDENTIFICATION A. Identify field -installed conductors, interconnecting wiring, and components; provide warning signs complying with Section 260553 "Identification for Electrical Systems:' B. Create a directory to indicate installed circuit loads after balancing panelboard loads; incorporate Owner's final room designations. Obtain approval before installing. Use a computer or typewriter to create directory; handwritten directories are not acceptable. C. Panelboard Nameplates: Label each panelboard with a nameplate complying with requirements for identification specified in Section 260553 "Identification for Electrical Systems:' D. Device Nameplates: Label each branch circuit device in distribution panelboards with a nameplate complying with requirements for identification specified in Section 260553 "Identification for Electrical Systems:' 3.4 FIELD QUALITY CONTROL A. Perform tests and inspections. 1. Manufacturer's Field Service: Engage a factory-authori ed service_ representative to inspect components, assemblieE5 and !!�quipajAnt installations, including connections, and to assist in testi m B. Acceptance Testing Preparation: 1. Test insulation resistance for each panelboard =Mpcmt, connecting supply, feeder, and control circuit.x 2. Test continuity of each circuit. v cn W C. Tests and Inspections: 1. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 2. Correct malfunctioning units on-site, where possible, and retest to demonstrate compliance; otherwise, replace with new units and retest. 3. Perform the following infrared scan tests and inspections and prepare reports: PANELBOARDS 26 24 16 - 10 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements a. Initial Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each panelboard. Remove front panels so joints and connections are accessible to portable scanner. b. Follow-up Infrared Scanning: Perform an additional follow-up infrared scan of each panelboard 11 months after date of Substantial Completion. C. Instruments and Equipment: 1) Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. D. Panelboards will be considered defective if they do not pass tests and inspections. E. Prepare test and inspection reports, including a certified report that identifies panelboards included and that describes scanning results. Include notation of deficiencies detected, remedial action taken, and observations after remedial action. 3.5 ADJUSTING A. Adjust moving parts and operable component to function smoothly, and lubricate as recommended by manufacturer. B. Set field -adjustable circuit -breaker trip ranges as recommended by manufacturer. C. Load Balancing: After Substantial Completion, but not more than 60 days after Final Acceptance, measure load balancing and make circuit changes. 1. Measure as directed during period of normal system loading. 2. Perform load -balancing circuit changes outside normal occupancy/working schedule of the facility and at time directed. Avoid disrupting critical 24-hour services such as fax machines and on-line data processing, computing, transmitting, and receiving equipment. 3. After circuit changes, recheck loads during normal load period. Record all load readings before and after changes and submit test reqLprds. 4. Tolerance: Difference exceeding 20 percent betvgen pepse loads, within a ponelboard, is not acceptable. Rebalantmnd�cheehas necessary to meet this minimum requirement. Z. -t CD C"3 -< I �n m 3.6 PROTECTION oA 3 M A. Temporary Heating: Apply temporary heat to maintain ten perature according to manufacturer's written instructions. w END OF SECTION 260416 PANELBOARDS 2624 16 - 11 City of Iowa City Pedestrian Mall Improvements PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Supplementary Section. 1.2 SUMMARY Genus Project No. 16034 SECTION 26 27 13 ELECTRICITY METERING general provisions of the Contract, including General and Conditions and Division 0l Specification Sections, apply to this A. Section covers the following bid items: 1. ELECTRICAL CIRCUIT 2. CONTROL CABINET 1.3 DEFINITIONS A. KY Pulse: Term used by the metering industry to describe a method of measuring consumption of electricity that is based on a relay opening and closing in response to the rotation of the disk in the meter. B. PC: Personal computer. 1.4 ACTION SUBMITTALS N O A. Product Data: For each type of product indicated. �? m �� W B. Shop Drawings: For electricity -metering equipment. C-3 1. Dimensioned plans and sections or elevation layouts._C�r*t� M 2. Wiring Diagrams: For power, signal, and control wirir,9.ataee�ffy tals and wiring designations and color -codes to fid t�inst Van, operation, and maintenance. Indicate recommenc 6d typVt, wire sizes, and circuiting arrangements for field -installed wiring, andc1how circuit protection features. 1.5 INFORMATIONAL SUBMITTALS A. Field quality -control reports. ELECTRICITY METERING 262713-1 City of Iowa City Pedestrian Mall Improvements 1.6 CLOSEOUT SUBMITTALS Genus Project No. 16034 A. Operation and Maintenance Data. In addition to items specified in Section 017823 "Operation and Maintenance Data;' include the following: 1. Application and operating software documentation. 2. Software licenses. 3. Software service agreement. 4. Hard copies of manufacturer's operating specifications, design user's guides for software and hardware, and PDF files on CD-ROM of the hard- copy Submittal. 1.7 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.8 DELIVERY, STORAGE, AND HANDLING A. Receive, store, and handle modular meter center according to NECA 400. 1.9 PROJECT CONDITIONS A. Interruption of Existing Electrical Service: Do not interrupt electrical service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary electrical service according to requirements indicated: 1. Notify the City no fewer than three days in advance of, proposed interruption of electrical service. co 2. Do not proceed with interruption of electrical service ut Fly w�l permission. D-1 cv .`� C, r 1.10 COORDINATION0 _ � • � A. Electrical Service Connections: Coordinate with utilitcompanies�nd components they furnish as follows: cn 1. Comply with requirements of utilities providing electrical power services. 2. Coordinate installation and connection of utilities and services, including provision for electricity -metering components. 1.11 SOFTWARE SERVICE AGREEMENT A. Technical Support: Beginning with Substantial Completion, provide software support for two years. ELECTRICITY METERING 262713-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Upgrade Service: Update software to latest version at Project completion. Install and program software upgrades that become available within two years from date of Substantial Completion. Upgrading software shall include operating system. Upgrade shall include new or revised licenses for use of software. Provide 30 days' notice to Owner to allow scheduling and access to system and to allow Owner to upgrade his computer equipment if necessary. PART 2 - PRODUCTS 2.1 EQUIPMENT FOR ELECTRICITY METERING BY UTILITY COMPANY A. Meters will be furnished by utility company. Current -Transformer Cabinets: Comply with requirements of electrical -power utility company. C. Meter Sockets: Comply with requirements of electrical -power utility company. D. Meter Sockets: Steady-state and short-circuit current ratings shall meet indicated circuit ratings. E. Modular Meter Center: Factory -coordinated assembly of a main service disconnect device, wireways, tenant meter socket modules, and tenant feeder circuit breakers arranged in adjacent vertical sections. Assembly shall be complete with interconnecting buses and other features as specified below. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2. Basis -of -Design Product: Subject to compliance with re u rements, provide product by one of the following: o` m �n a. Eaton Electrical Inc.; Curler -Hammer Business Uri? -`y � b. General Electric Company; GE Consumer & 000riall- Eleral Distribution. C. Siemens Energy & Automation, Inc. d. Square D; a brand of Schneider Electric. o Jz 3. Comply with requirements of utility company for meter cent 4. Housing: NEMA 250, Type 3R enclosure. 5. Minimum Short -Circuit Rating: 65,000 A symmetrical at rated voltage. 6. Main Disconnect Device: Circuit breaker, series -combination rated for use with downstream feeder and branch circuit breakers. 7. Main Disconnect Device: Fusible switch, series -combination rated by circuit -breaker manufacturer to protect downstream feeder and branch circuit breakers. ELECTRICITY METERING 2627 13 - 3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 8. Tenant Feeder Circuit Breakers: Series -combination -rated molded -case units, rated to protect circuit breakers in downstream tenant and to house loodcenters and panelboards that have 10,000-A interrupting capacity. a. Identification: Complying with requirements in Section 260553 "Identification for Electrical Systems" with legend identifying tenant's address. b. Physical Protection: Tamper resistant, with hasp for padlock. 9. Meter Socket: Rating coordinated with indicated tenant feeder circuit rating. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with equipment installation requirements in NECA 1. B. Install meters furnished by utility company. Install raceways and equipment according to utility company's written requirements. Provide empty conduits for metering leads and extend grounding connections as required by utility company. C. Install modular meter center according to NECA 400 switchboard installation requirements. N d m 3.2 IDENTIFICATION D� C -L n A. Comply with requirements for identification specified :qb Setion M53 "Identification for Electrical Systems:" :[m m oM s 1. Series Combination Warning Label: Self-adhesiveaoy`15e, ;with i? as required by NFPA 70. cn 2. Equipment Identification Labels: Adhesive film labels with cld& protective overlay. For residential meters, provide an additional card holder suitable for printed, weather -resistant card with occupant's name. 3.3 FIELD QUALITY CONTROL A. Perform tests and inspections. 1. Manufacturer's Field Service: Engage a factory -authorized service representative to inspect components, assemblies, and equipment installations, including connections, and to assist in testing. B. Tests and Inspections: Connect a load of known kilowatt rating, 1.5 kW minimum, to a circuit supplied by metered feeder. ELECTRICITY METERING 262713-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. Turn off circuits supplied by metered feeder and secure them in off condition. 3. Run test load continuously for eight hours minimum, or longer, to obtain a measurable meter indication. Use test -load placement and setting that ensures continuous, safe operation. 4. Check and record meter reading at end of test period and compare with actual electricity used, based on test -load rating, duration of test, and sample measurements of supply voltage at test -load connection. Record test results. C. Electricity metering will be considered defective if it does not pass tests and inspections. D. Prepare test and inspection reports. END OF SECTION 262713 ELECTRICITY METERING 262713-5 N O [7 N r •, D_4 CO n� M -a m M o� a C D Cn W ELECTRICITY METERING 262713-5 City of Iowa City Pedestrian Mall Improvements SECTION 26 27 26 WIRING DEVICES PART 1 -GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section covers the following bid items: 1. ELECTRICAL CIRCUIT 2. PEDOC POWER PEDESTAL AND FOOTING 1.3 DEFINITIONS A. GFCI: Ground -fault circuit interrupter. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: List of legends and description of materials and procff used for premarking wall plates. m CD OTI 1.5 INFORMATIONAL SUBMITTALS A. Field quality -control reports. rn Z M 1.6 CLOSEOUT SUBMITTALS D 4Ln 4W A. Operation and Maintenance Data: For wiring devices to include in all manufacturers' packing -label warnings and instruction manuals that include labeling conditions. 1.7 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. WIRING DEVICES 26 27 26 - 1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements Power Pedestals: One for every 5. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: 1. Cooper Wiring Devices; Division of Cooper Industries, Inc. (Cooper). 2. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). 3. Leviton Mfg. Company Inc. (Leviton). 4. Pass & Seymour/Legrand (Pass & Seymour). B. Source Limitations: Obtain each type of wiring device and associated wall plate from single source from single manufacturer. 2.2 GENERAL WIRING -DEVICE REQUIREMENTS A. Wiring Devices, Components, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Comply with NFPA 70. o C. Devices that are manufactured for use with modular plug-in( ®ems male substituted under the following conditions: � CD n� 1 r 1. Connectors shall comply with UL 2459 and shall be maitirwitlbstral fjg building wire.M = v 2. Devices shall comply with the requirements in this Sectio ;X D C71 W 2.3 GFCI RECEPTACLES A. General Description 1. Straight blade, feed -through type. 2. Comply with NEMA WD 1, NEMA WD 6, UL 498, UL 943 Class A, and FS W -C- 596. 3. Include indicator light that shows when the GFCI has malfunctioned and no longer provides proper GFCI protection. B. Duplex GFCI Convenience Receptacles, 125 V, 20 A: Products: Subject to compliance with requirements, provide one of the following: a. Cooper; VGF20. b. Hubbell; GFR5352L. WIRING DEVICES 26 27 26 -2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements C. Pass & Seymour; 2095. d. Leviton; 7590. C. Twist -lock Power Receptacles, 250 V, 30 A: 1. Products: Subject to compliance with requirements, provide one of the following: a. Cooper b. Hubbell C. Pass & Seymour 2.4 PREFABRICATED MULTIOUTLET ASSEMBLIES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: B. Basis -of -Design Product: Subject to compliance with requirements, provide product indicated on Drawings: N 0 1. Pedoc 1 P18 -C -V -B (with one (1) 5-20R, 20A GFCI Recece) ao � 2. Pedoc 2P18-C-FA2-V-B (with four (4) L14 -30R, 30A Twistcb Rq�ptacle!) a=, OD C. Description: — os _4r --p' m 1. Two-piece surface metal raceway, with factory -wired n tlaarrpM 2. Components shall be products from single manufactur Igaed for"Ofe as a complete, matching assembly of raceways and re tacleft 3. Contractor to provide the receptacle and in -use weatherproof overs to pedestal locations shown in the plans. D. Raceway Material: Metal, with manufacturer's standard finish. 2.5 FINISHES A. Device Color: Wiring Devices Connected to Normal Power System: As selected by Architect unless otherwise indicated or required by NFPA 70 or device listing. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with NECA 1, including mounting heights listed in that standard, unless otherwise indicated. B. Coordination with Other Trades: WIRING DEVICES 26 27 26 - 3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 I. Protect installed devices and their boxes. Do not place wall finish materials over device boxes and do not cut holes for boxes with routers that are guided by riding against outside of boxes. 2. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contaminate the raceway system, conductors, and cables. 3. Install device boxes in brick or block walls so that the cover plate does not cross a joint unless the joint is troweled flush with the face of the wall. 4. Install wiring devices after all wall preparation, including painting, is complete. C. Conductors: 1. Do not strip insulation from conductors until right before they are spliced or terminated on devices. 2. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid scoring or nicking of solid wire or cutting strands from stranded wire. 3. The length of free conductors at outlets for devices shall meet provisions of NFPA 70, Article 300, without pigtails. 4. Existing Conductors: a. Cut back and pigtail, or replace all damaged conductors. b. Straighten conductors that remain and remove corrosion and foreign matter. C. Pigtailing existing conductors is permitted, provided the outlet box is large enough. D. Device Installation N 1. Replace devices that have been in temporary use du NAg couction and that were installed before building finishing ti;�is wge complete. q Od it 2. Keep each wiring device in its package or otherwise p ctgA untiL'TT'1s time to connect conductors. :<r-- / ` 3. Do not remove surface protection, such as plasticc-Sl ro asmi37e covers, until the last possible moment. �� at 4. Connect devices to branch circuits using pigtails thare nQess Pi 6 inches in length. C4 5. When there is a choice, use side wiring with binding -head screw terminals. Wrap solid conductor tightly clockwise, two-thirds to three-fourths of the way around terminal screw. 6. Use a torque screwdriver when a torque is recommended or required by manufacturer. 7. When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice No. 12 AWG pigtails for device connections. 8. Tighten unused terminal screws on the device. 9. When mounting into metal boxes, remove the fiber or plastic washers used to hold device -mounting screws in yokes, allowing metal -to -metal contact. WIRING DEVICES 26 27 26 -4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 E. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension vertical and with grounding terminal of receptacles on top. Group adjacent switches under single, multigang wall plates. 3.2 GFCI RECEPTACLES A. Install non -feed -through -type GFCI receptacles where protection of downstream receptacles is not required. 3.3 IDENTIFICATION A. Comply with Section 260553 "Identification for Electrical Systems." B. Identify each receptacle with panelboard identification and circuit number. 3.4 FIELD QUALITY CONTROL A. Tests for Convenience Receptacles 1. Line Voltage: Acceptable range is 105 to 132 V. 2. Ground Impedance: Values of up to 2 ohms are acceptable. 3. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943. 4. Tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit breaker, poor connections, inadequate fault cgfl ent path, defective devices, or similar problems. Correct circuit gnditi(m, remove malfunctioning units and replace with new ones, and:ll Rspeew above. D --r W B. Wiring device will be considered defective if it does nd.vossCtests inspections. rn C. Prepare test and inspection reports. y CAI W END OF SECTION 262726 WIRING DEVICES 26 27 26 - 5 City of Iowa City Pedestrian Mall Improvements SECTION 265610 EXTERIOR LIGHTING FIXTURES PART 1 - GENERAL 1.01 SCOPE Genus Project No. 16034 All materials, components, and services necessary to provide a complete system indicated in this Section, as specified herein and shown on related Drawings, including: A. Verification of dimensions and conditions at the job site to insure proper fitting of the work. Preparation and submission of complete fixture specification submittals and samples for approval prior to fabrication. C. Shipment of equipment to the job site. D. Installation and completion in accordance with these Specifications, related Drawings, the Equipment Manufacturer's recommendations, established trade criteria, and all applicable code requirements. E. Focusing and adjustment of fixtures under the direction of lighting o consultant. Assume two evenings of focus with a lift available.- 0 m -n F. Preparation and submission of complete record drawings. A-+ �` Ca G. Warranty coverage as required herein. cn Q, H. Delivery to Owner of spare equipment. 1.02 WORK INCLUDED P un w A. Lighting fixtures and accessories. B. All materials, accessories, and equipment necessary for a complete lighting fixture installation shall be provided by the Contractor. C. Integral and remote power supplies and/or transformers as required. The above is for reference only and is not intended to define the limits of the work for a complete installation. EXTERIOR LIGHT FIXTURES 265610-1 City of Iowa City Genus Project No.16034 Pedestrian Mall Improvements 1.03 RELATED WORK IN OTHER SECTIONS A. General requirements for all electrical work B. Electrical service C. Wiring devices for electrical distribution D. Supporting devices E. Architectural Lighting Control System Theatrical Lighting Control System The above is for reference only and is not intended to define the limits of the work for a complete installation. 1.04 SUBMITTALS o_ A. Pre -Bid. p "' 1. Substitutions. D =i o+ a. Requests for fixture substitutions shall be made no Qrc?haa�en business days prior to bid due date. No requests f(pstidtions� shall be considered after this time. Requests for sutiowxshall''j be submitted in accordance with the requirementS*f seciAn 1 A.C. W b. Specified products are known to be available at the time of construction. Should the Contractor discover that any equipment may be unavailable, it is the Contractor's responsibility to notify the Architect not less than ten (10) business days prior to bid. c. Proposed substitute Manufacturers shall have at least ten (10) years' experience in lighting fixture design and fabrication. If requested, the Manufacturer shall submit a representative list of at least 3 projects completed during the above period. Detailed drawings and photographs of the finished products shall be made part of the completed project reference list. d. Owner Directed Chances. If the Owner directs the Contractor to submit alternate fixtures for the purpose of reducing the costs, substitutions shall meet or exceed the quality and capabilities of the specified equipment. Such requests for substitutions shall be submitted in accordance with the requirements of section 1 A.C. EXTERIOR LIGHT FIXTURES 265610-2 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 e. If a proposed substitute fails to comply with the Specification requirements, the Contractor shall furnish the acceptable fixture at no additional cost to the Owner, and with no delay to the project. With Bid. All deviations and exceptions from this Specification must be revealed with bid. Deviations and exceptions from the Specification submitted after this time shall not be accepted, whether or not these variations have been formally or informally accepted by the Architect or Lighting Consultant. 2. Manufacturers' catalog numbers listed in the lighting fixture schedule are included to aid in fixture identification. These numbers are subject to periodic change by manufacturers and therefore need to be used in conjunction with the fixture descriptions. Incomplete or obsolete catalog numbers do not indemnify the Contractor from providing equipment as described in the lighting fixture schedule and in this Specification. 3. Fixture Lead Times. Many light fixtures require substantial lead times for delivery. It is the Contractor's responsibility to verify all fixture lead times and to notify the Architect within 2 weeks of contract award if any lead time will not allow them to meet the schedule for project completion. C. Fixture submittal. The Contractor shall submit shop drawings to the Architect and the Lighting Consultant for review prior to fabrication. Shop drawings prepared solely by a Distributor or Contractor are unacc table - some Manufacturers will not release orders for submittals thgy did rgff prepare. If the Lighting Consultant is required to review submit iIs pared by a Distributor /Contractor, and is then required to re-revi b tals 171 the some equipment prepared by a Manufacturer / Manutqptklrer; ew" Representative, the Contractor shall reimburse the LightingTRprysultnt, aim their current hourly rates, for the duplicate time and expenz6Rcur{gd. M E= = D. Shop drawings shall contain, at a minimum, the following iriMrfWatign: cn 1. Dimensions, components, weight, and finishes of all equipmef land accessories. 2. Indication of fixture mounting conditions and trim type. 3. For continuous linear fixtures, including illuminated handrails, coves, neon and cold cathode, and hollow lightguide systems, submit detailed, dimensioned drawings that indicate lamp, fixture, and ballast configurations, specifications, and locations within their architectural context. Drawings shall be to scale. EXTERIOR LIGHT FIXTURES 265610-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 4. Complete information on the light source to be used in each fixture, including manufacturer, voltage, wattage, envelope shape and size, envelope type (clear/frosted), beam spread, lamp life, color temperature, and color rendering index (CRI). 5. Complete photometric performance data as reported by a certified testing laboratory including: a. Coefficient of utilization table. b. Candlepower data presented in tabular and graphical format. c. Zonal lumen summary. d. Luminance summary. 6. Indication of lead time for delivery. Indication by boxed caption of any and all variations from contract Drawings and Specifications, whether or not these variations have been formally or informally accepted by the Architect or Lighting Consultant. 8. Standard catalog cut sheets with insufficient information will not be accepted. 9. Submittals must be prepared by the Manufacturer and/or their local Representative. Submittals prepared by the Distributor or Contwtor without the assistance of the Manufacturer and/or theirJ.4cal m Representative will not be reviewed or accepted. o -a M 10. If requested by the Lighting Consultant, provide sample@ -5-< r �n m D. Final submittal. As a condition for final approval, the ContraC�shalbsubr Mi to the Architect and Owner within one (1) month of compleB&Pf tt% project: D cat 1. Five (5) sets of "As built and approved" drawings showing all systems and components as installed, including all field modifications. 2. "As built and approved" drawings shall include the following information: a. Lighting Fixture Schedule. b. Approved lighting fixture shop drawings, indicating specifications for all fixtures, lamps, ballasts/transformers, accessories, finishes, manufacturers, catalog numbers, wattages, voltages, and fixture locations. c. Manufacturer names and their contact information. EXTERIOR LIGHT FIXTURES 265610.4 City of Iowa City Genus Project No.]6034 Pedestrian Mall Improvements Certificates of warranty, as set forth below. 1.05 FINAL REVIEW A. Upon completion of installation work, the Contractor shall certify in writing that the work is complete and ready for final review. B. The final review shall be conducted by the Owner, Architect, and Lighting Consultant within fourteen (14) days of the Contractor's notice of completion. 1.06 GENERAL REQUIREMENTS A. General Conditions of the project contract, work schedules, and site regulations apply to this work. B. This work shall comply with applicable local codes and the NEC. Fixtures shall carry labels of a nationally recognized testing laboratory, such as U.L., C.U.L., or E.T.L. 1. The Contractor shall unconditionally warrant all equipment and systems provided under this Section to be free from defects in materials and workmanship for a period of at least twelve (12) months from the date of final acceptance of all work of this Section. Replacement of faulty materials and the cost of labor required for the replacement shall be the responsibility of the Contractor. Lamps and normal wear and tear are exempted. o O co 2. Warranty service shall be performed by personnel in the e*&y i9the Contractor and shall not be sub -contracted or assigned t8 tlf�1 "� company, service, or individual unless the Owner has ap�v d sih r assignment in writing, in which event the Contractor shall rthg1gss m be responsible to the Owner for such work. a� PART 2 - PRODUCTS 7y Ui w 2.01 GENERAL A. Refer to the Lighting Fixture Schedule in the drawings for fixture and lamp specifications. B. Verify fixture mounting conditions, clearances, and structural suspension system prior to the procurement of fixtures. C. Provide mounting hardware as required for a complete installation. EXTERIOR LIGHT FIXTURES 265610-5 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 D. verify the ability to orient adjustable and directional fixtures as indicated on the drawings prior to the procurement of fixtures. E. Notify the Architect immediately of any conflicts between the specified equipment and the actual mounting conditions. Contractor shall notify the Architect prior to purchasing any fixture that may be in violation of any pertinent building codes. G. Materials shall be new and free from defects that in any manner may impair their character, appearance, strength, durability, and function. Materials shall be effectively protected from any damage from the time of fabrication until final acceptance of the work. H. Provide light fixtures complete with light source, power supply, and accessories as required, as shown on the Drawings, in the Lighting Fixture Schedule, and as required by this Specification. I. Fixtures shall carry labels of a nationally -recognized testing laboratory, such as U.L., C.U.L., or E.T.L. Such labels shall be permanently attached in a conspicuous location that does not affect fixture performance or aesthetics. J. Unless otherwise noted, provide fixtures with wet label listings. K. Fixtures shall carry labels identifying the manufacturer, model serial number. Such labels shall be permanently attached in location that does not affect fixture performance or aesthetic N O m Znd L. For remote power supplies and ballasts, the Contractor shall vqg* hem maximum allowable distance between the ballasts and lamps .. 7'' CA w 2.02 FIXTURES - GENERAL A. Acceptable manufacturers shall be as specified in the Lighting Fixture Schedule. Requests for fixture substitutions shall be in accordance with section 1.4, "Submittals." B. Housings shall be so constructed that all electrical components are easily accessible and replaceable without removing fixtures from the mountings or disassembling adjacent construction. C. Fixtures shall be completely wired at the factory. D. Fixtures shall be designed to prevent light leaks from around lenses, trim rings and/or frames. m E. Castings shall be free of sand pits, blemishes, scales, and rust, and shall be smoothly finished. Tolerance shall be provided for any shrinkage of the EXTERIOR LIGHT FIXTURES 265610.6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 metal castings so that the finished castings will accurately fit in their designated locations. Welds shall be continuous unless specifically approved otherwise by Architect and Lighting Consultant. Welds shall be located and completed so as to present a smooth and unbroken appearance on visual examination of the fixture housing. G. Incandescent fixtures shall be wired with heat resistant wire as required. H. Final electrical connections at the fixtures shall utilize silicone -filled wire nuts. I. Mechanically adjustable lighting fixtures shall have reliable heavy-duty locking devices for tilt and rotation. J. Louver, hood and lens devices shall be removable, but positively engaged to the fixture so that they will not drop away during fixture maintenance. K. The Contractor shall provide the Fixture Manufacturer's concrete -pour housings for fixtures that are recessed in concrete. Housings shall be capable of being installed and wired prior to installing the fixtures. The Contractor shall provide temporary housing covers to protect the housings from moisture, dirt, bugs, etc. until the fixtures are installed. 2.03 DIRECT BURIAL FIXTURES A. Fixtures shall meet the specifications in the National Electric Code (NEC) Article 410 and shall be U.L. and/or C.E. listed. 2; B. If requested, Manufacturer shall provide heat test data indieatindme maximum surface temperature of the lens for the specifie62*vre;lmp, n and accessories. y::� co n� rro% C. Manufacturer shall ensure that the maximum surface tempo re of them external lens shall not exceed 70 degrees C as recommen&%fty % European Committee for Standardization (CEN) in standar63_:Safe P of Machinery - Temperatures of touchable surfaces." v CAt D. Housings shall be constructed of corrosion resistant materials. E. Hardware and fasteners shall be stainless steel or brass. Trim ring assemblies shall be made of aluminum and shall have captive fasteners. G. Trim rings and glare control accessories secured to the external lens shall be fully removable from the fixture housings, and shall be keyed to the housings so that when re -installed, they can only be installed in one orientation. H. Ootic assemblies. EXTERIOR LIGHT FIXTURES 265610-7 City of Iowa City Genus Project No.16034 Pedestrian Mall Improvements I . Optic assemblies shall be constructed of heat, ultraviolet, and corrosion resistant materials. 2. Optic assemblies shall be fully removable and shall be keyed to the housings so that when re -installed, they can only be installed in one orientation. 3. Fixtures shall have positive locking mechanisms for both the tilt and rotation adjustments of the lamp or lamp/reflector assembly. Locking mechanisms shall be easily accessible after the fixtures are fully installed and aimed. 4. Fixtures utilizing adjustable lamp positions shall have a positive locking mechanism for that adjustment. Locking mechanism shall be easily accessible after the fixtures are fully installed and aimed. Lenses. Lenses shall be made of low -iron content, clear, heat -resistant glass. External lenses shall be made of tempered glass. 2. Linear spread lenses shall be adjustable and keyed so that once adjusted, they can only be re -installed in one orientation within the fixture. 3. External lenses shall be treated to prevent slipping when the lenses are wet. m m J. Glare Control Accessories. -Mn D� ao 1. Internal hex cell louvers, source shields, eyelids, and parcitiei4blade r— louvers shall be secured to the fixture optic to ensure that ON accessory maintains its orientation relative to the optic a'"t rfnovs wi 1m the optic when adjusting the tilt and/or rotation. 3: _ Q K. Electrical components- including all components of the power sup &%/ transformer -shall be accessible from above grade without removing or disassembling adjacent construction. L. The wiring chamber for all of the electrical connections shall be completely sealed from the rest of the fixture. 2.04 POLE -MOUNTED FIXTURES A. The Contractor shall confirm with the Manufacturer and manufacturer's structural engineer that the pole and mounting connections are capable of withstanding pressures created by windloads at the site and that the loading capabilities of all structural members are in compliance with the American Association of State Highway and Transportation Official's (AASHTO) "Standard Specifications for Structural Supports for Highway Signs, EXTERIOR LIGHT FIXTURES 265610-8 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Luminaires, and Traffic Signals." Install pole per Engineer's mounting details and Manufacturer's instructions and recommendations. The manufacturer's structural engineer will provide a written structural review of pole with all 3rd party attachments and banners included. B. Effective Projected Area TEPA) of fixture(s) and pole -mounted devices and accessories shall not exceed maximum recommendation for specified pole(s). C. Poles shall include shaft pole wire, anchor bolts, ground lugs, ground wire, concrete base, ground rods, and any associated hardware for a complete installation. Contractor shall also provide backfill and restoration of disturbed areas as approved by the Architect. D. Pole material, height, shape, cross sectional size, and finish shall be as specified in the lighting fixture schedule. E. For poles without post -top fixture or small cell equipment, pole system shall include a field removable pole cap. F. Pole shaft shall include tamper resistant hand-hole(s) with a reinforcing frame and cover. G. Contractor shall confirm, prior to installation, that anchor bolt locations provide the desired directional orientation of the pole, fixture(s), hand hole(s), and accessories. Mounting accommodations. o_ 1. Poles for fixtures that require flush -top fitters shall have sqb-cL4lain..n tops. ay— W 2. Tenon fitters shall be manufactured and/or installed to rr¢>ftin@tach r specified fixture orientation. ;fr -, m SM _ 3. Fixture arms shall include internal centering guides and p�irrtI7rcin� plates with strain relief. n s 4. Fixture arms shall be cut for precise mating to pole. Minimize visibility of mechanical fasteners and welds. J. Poles, arms, brackets, and associated components shall be finished to match fixture. K. Contractor shall coordinate with the pole Manufacturer/Structural Engineer to provide the appropriate means of joining pole shaft to anchor base/pedestal casting. EXTERIOR LIGHT FIXTURES 265610-9 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements L. Poles shall have tamper resistant, weatherproof convenience receptacles for holiday lighting and/or other needs as specified in the lighting fixture schedule. Receptacles shall be GFCI rated with weatherproof covers. M. Electrical connections within the pole shall be accessible for maintenance purposes. N. Coordinate wiring requirements and and installation of all third party equipment with appropriate contractor. Coordinate finish of equipment by others to match pole. O. Contractor shall coordinate requirements for security camera installation with Security Consultant. Contractor shall coordinate requirements for wifi with electrical engineer. Q. Contractor shall coordinate requirements for cell equipment with vendor. Contractor shall coordinate installation and new mount of salvaged anemometer. S. Banner arms. 1. Configuration and quantity of banner arms shall be as specified in the lighting fixture schedule. 2. Contractor shall coordinate banner size, shape, material, mounting height, mounting method, and orientation with Architect. N 2.05 ELECTRICAL COMPONENTS c A. Electrical components shall carry labels of a nationally-recog3,*Q tng laboratory, such as U.L., C.U.L., or E.T.L., shall be of substantial 954tru� ion, and shall meet or exceed industry standards and trade practxRfi) CM r r -o M B. Lead wires and lampholders shall have a minimum temperatrn�mtin7*of 0 200°C. Lead wires shall be rated at or above the IampholderF_Q%g. ;- D cn C. Internal Fixture Wiring. r Wiring methods shall meet or exceed the requirements as established by U.L., C.U.L., or E.T.L. Wiring shall maintain earth ground to all components. Conductors shall not be smaller than 18 -gauge. Fixture voltage(s) per the specifications in the Electrical Drawings. EXTERIOR LIGHT FIXTURES 265610-10 City of Iowa City Pedestrian Mall Improvements 2.06 Genus Project No. 16034 4. Circuiting as shown in the Electrical Drawings. All circuits shall be 2 - wire, with no common neutrals. For fixtures with multiple circuits, Manufacturer shall clearly label conductors with circuit numbers. 5. Lead wires shall be provided 12 in. in length beyond fixture entry point. TRANSFORMERS / POWER SUPPLIES A. Transformers and power supplies shall carry labels of a nationally - recognized testing laboratory, such as U.L., C.U.L., or E.T.L. Such labels shall be permanently attached in a conspicuous location that does not affect performance or aesthetics. B. Transformers shall have a sound rating of Class A (maximum of 24 dB) and shall maintain their sound rating for the full range of dimming. C. Transformer secondary wiring shall adhere to N.E.C. Article 411 and shall be sized to provide recommended operating voltage at every lamp. D. Transformers shall have integral thermal breakers for safety and longer life. Thermal breakers shall be U.L.-listed bimetallic switches capable of automatic reset. E. Transformers shall have integral magnetic circuit breakers to protect against overload and short circuit conditions. F. Electronic transformers. No co 1. Transformer shall operate lamp at rated secondary volts -, regardless of primary voltage. y� .... 2. Transformers shall comply with Part 15 of the FCC Rules (R� o+ Frequency Devices) as stated in Title 47 of the Code of Fel = F".+�� Regulations. V G. Electromoanetic transformers. s Transformer shall operate lamp at rated secondary voltage +/- 2.5% at 115 volts primary input. H. LED Drivers and/or Power Suoolies, 1. The Driver and Power Supply may be separate components or combined within a single enclosure. 2. The Driver and Power Supply shall manage the power and control the current flow to LEDs. 3. Performance Requirements: EXTERIOR LIGHT FIXTURES 265610-11 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 a. Power output of the Driver and/or Power Supply shall operate LEDs within the specifications provided by the LED chip manufacturer: i. AC or DC current to LEDs as required. ii. Line voltage or low voltage to LEDs as required. iii. Constant current or constant voltage to LEDs as required b. Input voltage of 120V or 277V as specified by the project Electrical Engineer refer to spec formatting elsewhere c. Operate from 60Hz input source (change to 50Hz for international projects) refer to spec formatting elsewhere d. Maximum total harmonic distortion (THD) of 20% e. Minimum input power factor of 90%. f. Minimum efficiency of 70% at full rated load of the driver. g. Short circuit and overload protection. h. Maximum inrush current shall not exceed 150% of the operating current. JB to confirm N 0 i. Minimum starting temperature of 32°F / 0°C for indoorgpliccm and -4°F / -20°C for outdoor applications. *C-) Meet or exceed a sound class rating of A. k. Comply with the requirements of the Federal Commungnss Commission (FCC) rules and regulations. CD= I. Enclosures shall be designed to allow transformers to operate within thVA operating temperature range as recommended by the transformer manufacturer. J. Remote transformer / power supply enclosures shall have a U.L. listing for wet location. K. Integral transformers shall be located and mounted to prevent the transfer of vibration to the fixture body and supporting structure. L. Remote transformers shall be located and mounted with acoustic dampeners if necessary to prevent the transfer of vibration to the supporting structure. M. Transformers shall be in accessible, ventilated locations. r M V EXTERIOR LIGHT FIXTURES 265610.12 City of Iowa City Genus Project No.16034 Pedestrian Mall Improvements N. Coordinate all remote locations with landscape architect on site. 2.07 LED (LIGHTING EMITTING DIODE) FIXTURES A. LED fixtures may be configured in one of several ways: Fixtures that utilize field -replaceable LEDs 2. Fixtures that do not utilize field -replaceable LEDs 3. Fixtures that utilize LED retrofit lamps (refer to "Lamps" section of this Specification for additional information) An LED fixture may include the following components: LED 2. Thermal Management System 3. Optical System 4. Driver and/or Power Supply a. Connectors b. Control interface C. LEDs and fixture components shall be listed by a nationally recognizeVm testing laboratory such as U.L., E.T.L., or C.U.L. o ae gc? m Ti D. LEDs. >=j C-)-< �, r 2. Static White LEDs. n"9 m �m a. White LED fixtures shall utilize one of the following systex = d D C.R i. Chip -on -board -phosphor is applied directly to LED chips) r ii. Remote phosphor- air gap between LED chips) and phosphor b. Static white LEDs have a fixed correlated color temperature regardless of output. c. Correlated color temperature (CCT) as specified in the Lighting Fixture Schedule. Specified CCT shall indicate delivered light from fixture, including any CCT shifting from LED coatings, lenses, etc. EXTERIOR LIGHT FIXTURES 265610-13 City of Iowa City Pedestrian Mall Improvements Genus Project No.16034 d. Color consistency of each specified fixture type shall be within 3 MacAdam ellipses or better, centered on the black body curve, through L70 and entire dimming range. (change 3 to 2 if needed) e. Color rendering index (CRI) greater than or equal to 80 through L70, or as specified in the Lighting Fixture Schedule. 3. Color -Changing LEDs. a. Color -changing LEDs shall use various static color LEDs that are dimmed and mixed together to create a dynamic range of colored light. b. Configurations shall be RGBW – red, green, blue, and white LEDs. White LEDs in color -changing systems shall meet the requirements of the "White Lights LEDs" section above. 4. Construct fixtures so as to allow the LEDs to be easily accessed and replaced without being removed from the mountings or disassembling adjacent construction. 5. For fixtures with replaceable components, Manufacturer shall offer replacement LED components that match all of the characteristics of the components being replaced. Replacement components shall not void the fixture UL or ETL listing. N 0 6. For fixtures without replaceable components, ManufactW—tor sh ffer replacement LED fixture that matches all of the characts�he fixture being replaced. O° CY, r E. LED Thermal Management Systems. �m -o ('{' 1. Fixture and remote devices, if any, shall not exceed comnt-- manufacturer's recommended maximum operating temperaturilq. .a- 2. Confirm that specified orientation of fixture and mounting methods are approved by the fixture Manufacturer. 3. Provide supplemental thermal management devices / accessories as recommended by manufacturer. 4. Fixture manufacturer shall confirm that specified accessories and finishes do not compromise thermal management. 5. Fixtures shall not rely upon powered, mechanical components, such as fans or SynJet devices, for cooling. Fixtures shall utilize passive cooling methods. Do not substitute specified passive cooling products with active cooling products. (delete if specifying active cooling products) 6. Cooling devices shall have a sound class rating of A. EXTERIOR LIGHT FIXTURES 265610.14 City of Iowa City Pedestrian Mall Improvements LED Optical Systems. Genus Project No.16034 1. Refer to the "Optical Systems" section of this Specification for additional information. G. Dimming Requirements: Meet or exceed the dimming range specified in the Lighting Fixture Schedule. 2. Dim LEDs smoothly and continuously throughout the specified dimming range without flicker or "stepping": Grant to research further a. Minimum frequency of 60 Hz b. Maximum modulation percentage of 0.08 multiplied by the frequency 3. Drivers and/or Power Supplies shall be controlled using one of the following control protocols: a. Line voltage dimming: i. Two -wire forward phase ii. Two -wire reverse phase iii. Three -wire forward phase No b. 0-10V C-) C= m 7n c. DMX �� 4. Drivers and/or Power Supplies shall dim LEDs using one of l61164ng rn methods: o� a. Pulse width modulation (PWM) t b. Constant current reduction c. Constant amperage reduction d. Hybrid i. Allow the light output to be maintained at the lowest control setting (prior to off) without dropping out. ii. Refer to Specification Section 260933 for additional information regarding control requirements. EXTERIOR LIGHT FIXTURES 265610-15 City of Iowa City Pedestrian Mall Improvements e. Mounting. Integral to fixture Genus Project No.16034 1. Driver shall be installed within or attached to housing by the fixture Manufacturer. 2. Manufacturer shall ensure that driver has sufficient heat dissipation. 3. Driver shall be accessible and removable 4. Driver shall be field -replaceable without voiding UL or ETL listing. ii. Remote from fixture. 1. Driver shall be installed where located in the Drawings. Install in accessible locations with sufficient heat dissipation. 2. Do not exceed manufacturer's maximum recommended distance between the LED and driver. 3. Provide wet -listed enclosure where required. LED Interconnected Fixtures. 1. Applies to LED systems where multiple fixtures or segments are daisy - chained together in the field (cove uplights, task lights, tape light, etc.). N O 2. Fixtures or segments shall be mounted side-by-side for a (ansiste� LED diode pitch (spacing).��? t�i* Tr—i oo .rr 3. Provide manufacturer's recommended gap between NO top, (� accommodate thermal expansion and accessory install rn "� s 4. Cables shall: gx D ul a. Have UL / ETL listing that is clearly marked on the cable +' b. Have plenum rating, where required c. Have UL / ETL / IP rating that matches fixture rating, where applicable d. Leader cables: i. Located at the start of a fixture run to connect fixtures back to power supply and/or power source. ii. Where required, provide an approved wiring compartment in lieu of a leader cable. e. Interconnecting cables: i. Located in-between fixtures or segments within a single run. EXTERIOR LIGHT FIXTURES 265610.16 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements I. Where required, provide fixtures with permanently -attached cables or conduit connections. iii. Be installed within conduit for Chicago Plenum applications, where required iv. Be secured to the mounting surface and concealed from view v. Be provided and assembled by fixture manufacturer vi. Comply with applicable codes vii. Finish per Architect f. Connectors shall: I. Have UL / EfL listing that is clearly marked on the cable ii. Have UL / ETL / IP rating that matches fixture rating, where applicable iii. Have locking -type assembly, when available O iv. Be and assembled by fixture manufacturert��o m ctor �s� provided shall not be soldered on-site V. Comply with applicable codes rn v vi. Finish per Architect T� Ln LED Control Interfaces. a. LED Control Interfaces convert control protocols so that the lighting control system and LED drivers can communicate with one another. b. Utilize one of the following protocols: i. 0_10V ii. DMX J. Coordinate with the lighting control system manufacturer to ensure that fixtures and controls are compatible. 1. LED Control Interfaces may communicate with individual or multiple fixtures. 2. Mounting. I. Integral to fixture. 1. Interface shall be installed within or attached to housing by the fixture Manufacturer. 2. Manufacturer shall ensure that interface has sufficient EXTERIOR LIGHT FIXTURES 265610-17 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 heat dissipation. 3. Interface shall be accessible and removable. ii. Remote from fixture. 1. Interface shall be installed where located in the Drawings. Install in accessible locations that provide sufficient heat dissipation. 2. Do not exceed manufacturer's maximum recommended distance between the LED and interface. 3. Provide wet -listed enclosures where required. K. LED End -of -Life. 1. LED fixtures shall have a minimum rated life of 50,000 hours at L70, L80, or greater. L70 is the point in time when the LED output is 70% of the initial lumen output, as tested in accordance with IES LM -80. L. LED Manufacturers. 1.The following LED manufacturers shall be acceptable assuming o y are capable of meeting or exceeding the specificatiortn thism Section and the Lighting Fixture Schedule:C) n� i. Bridgelux —n ii. Citizen( -- iii. Cree —+n = ern a' m iv. General Electric 3 v. IllumitexX _ vi. Lumenetix y, •• vii. Lumileds CA r viii. Nichia ix. Osram Sylvania x. Philips A. Samsung xii. Sorao xiii. Toshiba xiv. Xicato 2. Other manufacturers may be considered with the prior review of the Lighting Consultant. Manufacturers seeking review must contact the Lighting Consultant no later than ten (10) days prior to bid date. 3. The following LED Driver and/or Power Supply manufacturers shall be acceptable assuming they are capable of meeting or exceeding the specifications in this Section and the Lighting Fixture Schedule: L EldoLED ii. General Electric iii. Lutron iv. Osram Sylvania v. Philips Advance vi. Other manufacturers may be considered with the prior review of the Lighting Consultant. Manufacturers seeking review must contact the Lighting Consultant no later than ten (10) days prior to bid date EXTERIOR LIGHT FIXTURES 265610-18 City of Iowa city Pedestrian Mall Improvements Genus Project No. 16034 M. LED Testing. 1. Fixtures and components shall be manufactured and tested based on Approved Methods as stated in the following standards: i. LM -79 - "IESNA Approved Method for the Electrical and Photometric Measurements of Solid -State Lighting Products." ii. LM-80-"IESNA Approved Method for Measuring Lumen Maintenance of LED Light Sources." iii. TM -21 - "Lumen Depreciation Lifetime Estimation Method for LED Light Sources." 2. Manufacturers shall provide this testing data if requested by the Lighting Consultant. 2.08 MOUNTING SYSTEMS A. The following requirements refer to canopies, mounting plates, mounting arms, stems, chains, cables, and associated hardware required to support the fixtures. B. Manufacturer shall provide all required mounting system components as part of the work of this Section, including fasteners, safety cables, anchors, etc. C. Mounting system components and associated hardware shall be designed and fabricated to support entire weight of fixture and components. D. Suspension mechanisms shall be designed and engineered by the Manufacturer to assure that the fixture remains level and in balance. N O E. Safety cables shall be concealed within fixture stems. p ::E2m F. Wherever possible, Manufacturer shall minimize the appearap�of w -- exposed fasteners. � � C , (� C� m G. Finish as indicated in the drawings. o::u H. Mounting system components shall be as shown in the Drampgs. cn r 2.09 ENCLOSURES A. Enclosures shall be categorized as follows: Fixture Enclosures. Enclosures shall be designed and fabricated to house and protect fixtures that ore rated for dry or damp location use. 2. Ballast/Transformer Enclosures. Enclosures shall be designed and fabricated to house and protect ballasts/transformers that are rated for dry or damp location use. B. Enclosures shall be completely sealed and rated for outdoor use. EXTERIOR LIGHT FIXTURES 265610-19 City of Iowa City Genus Project No.16034 Pedestrian Mall Improvements C. Enclosures shall be rated NEMA Type 3 or higher. D. Enclosure finish(es) shall be as specified in the Lighting Fixture Schedule. E. Enclosure locations and mounting orientations shall be as specified in the Drawings. F. Electrical feed locations shall be properly sealed to prevent moisture from entering the enclosures. G. Enclosures and hardware shall be made of UV -stabilized materials that are resistant to corrosion. H. Enclosures and hardware shall be designed for long-term, permanent exterior installations. Fixture Enclosures. 1. Enclosures shall be designed for use with the specified lighting fixture. Enclosures shall be approved by fixture Manufacturer for use with the specified lighting fixture. 2. Enclosures shall be designed to allow sufficient air circulation around fixture for heat dissipation. Enclosure shall include integral fan, if required, to maintain fixture's recommended maximum operating temperature. N O_ 3. Enclosures shall allow for easy access to the fixture for reampirt,%and.,,n maintenance without disturbing the aim and focus of tF @uno _ 4. Enclosures shall not obstruct the lighting distribution of the- ciODd r lighting fixture. ,Gm -o m 5. Enclosures shall be designed to prevent light leaks. g7z s D cn 6. DMX control cable shall be fed through dedicated weatherproofport. 7. Enclosures shall be capable of accommodating accessories specified in the Lighting Fixture Schedule. 8. Adjustable enclosures shall have reliable heavy-duty locking devices for tilt and rotation. J. Transformer / Power Supplies Enclosures. Enclosures shall be designed for use with the specified ballast/transformer. Enclosures shall be approved by ballast/transformer Manufacturer for use with the specified product. EXTERIOR LIGHT FIXTURES 265610-20 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2. Enclosures shall be designed to allow for proper heat dissipation from ballast/transformer. 3. Enclosures shall allow for easy access to the ballast/transformer for maintenance. 2.10 OPTICAL SYSTEMS A. Optical systems may use one or more of the following components: 1. Lenses 2. Reflectors 3. Louvers 4. Hoods / snoots B. Optical systems shall: 1. Produce a smooth distribution of light, absent of striations, color separation, or other aberrations 2. Not alter the color of the light source 3. Be UV stable 4. Be positively retained within the fixture 5. Be resistant to vibration 6. Produce cutoff angles as specified 7. Interchangeable in the field (where specified) 8. Not reduce the rated life of the light source due to heat or otheroctors 9. For fixtures that require the optical system to be removed -to accommodate the fixture installation, the optical system %Fign s44all ensure it can only be re -installed in the correct orientatiorgap'tl p6gtion..,,,,,, 2.11 MAINTENANCE EQUIPMENT �n r "o A. The Contractor shall rent or purchase, at the direction of thdaRier, maintenance equipment to access all lighting fixtures.cn v r B. Lif 1. Lifts shall be capable of being powered by a power source available at the project site. 2. Lifts shall be equipped with a ground level emergency lowering valve. 3. Platforms shall be accessible from ground level, without the use of a ladder. 4. The overall lift width shall not exceed 29" (735mm), and the overall collapsed height shall not exceed 76-1/2" (1.9m) in order to fit through a standard doorway. 5. Lifts shall be capable of reaching all fixtures on SO poles and at canopy working height above finished floor. EXTERIOR LIGHT FIXTURES 265610-21 City of Iowa City Genus Project No.16034 Pedestrian Mall Improvements 6. Platforms shall be raised and lowered through the use of platform mounted controls. Elevating and/or telescoping masts shall be equipped with automatic locks to prevent a platform from exceeding the maximum extension the lift can safely accommodate. 8. Lifts shall be equipped with an outrigger interlock system that prevents operation unless outriggers are seated correctly within their sockets. The Contractor shall confirm with the Structural Engineer that the finished floor can accommodate the weight of the lift. PART 3 - EXECUTION 3.01 FABRICATION A. Operating elements shall be mechanically safe and electrically "dead:' B. Internal wiring shall be factory completed. All wiring shall be in harnesses and bound. No loose or randomly routed wires shall be permitted. C. Wire sizes and insulations shall comply with NEC, UL, and local codesNgnd meet or exceed electronics industry standards.C. o 3.02 PACKING AND SHIPPING ��� rn D—t co A. Equipment shall be wrapped, sealed, and substantially crated_(- peyshORnenir Crates shall clearly indicate equipment contained. �Cm -p M 3 B. Deliver and store materials in Manufacturer's original packagpFp%bftd to show project name, project fixture type, Manufacturer name,7dnd mcrolel number. Jr C. Store materials in protected, dry, elevated location and in accordance with Manufacturer's instructions. Do not open packaging or remove labels until time for installation. 3.03 INSTALLATION A. Install items inconformity with standard trade practices and Manufacturer's recommendations. Position all items accurately as indicated in the Drawings, and true to plumb line and level. Maintain maximum headroom and clearance at all points. B. Consult and coordinate work with trades doing adjoining work. C. Mount all fixtures so as to maintain the fixtures' full range of motion. EXTERIOR LIGHT FIXTURES 265610-22 City of Iowa City Pedestrian Mall Improvements 3.04 Genus Project No. 16034 D. Where noted on the drawings, the exact location of fixtures shall be confirmed in the field with the consultation of the Lighting Designer and the Architect prior to installation. E. Many fixture locations are determined to provide maximum performance and accessibility for maintenance. When field conditions require fixtures to be relocated, it is the Contractor's responsibility to notify the Architect and Lighting Consultant prior to installation. Support surface -mounted fixtures directly from the building structure. G. Installation and care of direct burial fixtures: Lamps shall be installed and replaced during dry conditions. After the lamps are installed, fixtures shall be energized for 20 minutes prior to replacing the lenses in order to allow any moisture inside the housings to evaporate. Fixture lenses shall then be secured per the Manufacturer's recommendations. 2. Lenses shall be cleaned using HCL or Lime Away every year, or as recommended by the fixture Manufacturer. The interior of the external lenses shall be completely clean and dry prior to locking the lens assemblies in place. 3. Any debris, dirt, moisture, etc. inside the housings shall be remot5d from the housing prior to locking the lens assemblies inptOce. -ten .'.' _� rn 4. Contractor shall confirm the recommended installation igye anc� materials for the application with the Manufacturer, Arctme§t, dRd Engineer. Contractor shall provide a factory -supplied cq<Rte-fur M housing or trim for the fixture, if required. o;o s g� 5. Contractor shall provide means of drainage beneath flo431 throe fixtures as recommended by the Manufacturer. 6. Fixtures shall be installed as recommended by the Manufacturer to prevent moisture and humidity from entering the lamp, ballast, anc electrical chambers. 7. Contractor shall properly seal the conduit entry into the bottom compartment of the fixture to prevent moisture from wicking into the fixture. Contractor shall confirm the recommended connection procedure with the Manufacturer. Upon completion of the Work, fixtures shall be cleaned and be free of fingerprints, dust, or any debris. FIXTURE FOCUSING AND ADJUSTMENT EXTERIOR LIGHT FIXTURES 265610-23 City of Iowa City Pedestrian Mail Improvements Genus Project No. 16034 A. Notify the Architect and Lighting Consultant at least 5 business days in advance of the project completion date in order to schedule the fixture focusing sessions. B. The final focusing, aiming, and adjustment of fixtures in this Section shall be supervised by the Lighting Consultant. C. The Contractor shall coordinate with the other trades and the Owner to ensure that fixtures specified by the Lighting Consultant are accessible. D. The Contractor shall coordinate with the other trades and the Owner to ensure that focusing sessions are scheduled during times when all of the light fixtures can be turned off / on during the entire duration of the sessions. Individual circuits shall have the ability to be turned on / off independently of the other lighting circuits. E. The Contractor shall provide means of accessing all lighting fixtures such as ladders, lifts, and scaffolding; such means of access shall not obstruct the line of sight between any fixture and its intended aiming point. F. The Contractor shall provide a crew of two (2) persons, including the jQb supervisor, for up to two (2) evening focusing sessions of six (6) hours d5l:;h. Focusing sessions cannot take place during inclement weath%`6onvpcto6-n shall plan for rain dates as required. p� Go .� n -c r G. The Contractor shall, at the consultant's current hourly rates, r34ebung1the r Lighting Consultant for all time and expenses incurred for anyzAptiomal M focusing sessions that are required due to: p 1. Incomplete or incorrect installation. D to 4V 2. Insufficient crew. 3. Lack of access to all fixtures. 4. Missing or malfunctioning lifts, ladders, and/or scaffolding for accessing fixtures. 5. Insufficient or incorrect tools to open, adjust, and lock fixtures. 6. Missing, malfunctioning, or incorrect fixtures. 7. Malfunctioning, or drivers and/or transformers. 8. Missing or incorrect fixture accessories. 9. Equipment and/or obstructions between a fixture and its intended aiming point. 10. Incomplete or unfinished walls, ceilings, or other architectural elements. EXTERIOR LIGHT FIXTURES 265610.24 City of Iowa City Genus Project No.16034 Pedestrian Mall Improvements 11. Missing or incomplete objects that are to be illuminated. If any fixtures are moved out of adjustment or position after they have been focused, the Lighting Consultant shall be reimbursed, at their current hourly rates, for all time and expenses incurred for any additional focusing sessions that are required. END OF SECTION 265610 EXTERIOR LIGHT FIXTURES 265610.25 0 qc') m W r =gym = n (Ln Jr EXTERIOR LIGHT FIXTURES 265610.25 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 SECTION 3800 TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS PART GENERAL 1.01 -Section Includes A. HDPE duct B. HDPE mechanical coupling C. Duct plug D. Pull tape E. Handhole and cover F. Ground bar and termination hardware G. Geotextile materials H. Locate / tracer wire 1.02 - Code Compliance A. All work and materials shall comply with the most recent rules, codes-ond r�llations, O as including but not limited to the following: An 1. Occupational Safety and Health Act Standards (OSHA) t7 -t � CM r 2. NFPA 70 -National Electrical Code (NEC) __V_ r _ M 3. ANSI/IEEE C-2,1997 National Electrical Safety Code y t!1 4. All other applicable Federal, State, and local laws and regulations r 1.03 - Submittals A. Submit product data for each of the following: 1. HDPE duct 2. HDPE mechanical coupling 3. Duct plug 4. Pull tape 5. Handhole and cover 6. Ground bar and termination hardware TELECOMMUNICATIONS 3800-1 City of Iowa City Pedestrian Mall Improvements 7. Geotextile materials 8. Locate/ tracer wire B. Submittal Procedures Genus Project No. 16034 1. Within five working days after receipt of the Contract and prior to the pre - construction conference or any payments, the Contractor shall submit to the Owner for timely review a schedule of submittals listing each required submittal as identified in Paragraph 1.03-A. 2. Submit the following information for approval prior to ordering and installation into the project. a. Manufacturer name b. Manufacturer part number c. All relevant specification and description information necessary for the Owner to validate that the material submitted is in fact the material specified. 3. Transmit each submittal with transmittal letter indicating: date, project title4nd contractor's name and address. o m n 4. Apply Contractor's stamp. Sign or initialed submittal certifying that §yjprw, 6ficaBn of products required, and dimensions are in accordance with the reclLfflenientl of thrwork and Contract Documents. is m _�M m 5. Submit the number of copies that the Contractor requires, plus thrlpi cggies ADVill be retained by the Owner. Mail or deliver submittals to: D ut X - City of Iowa City Attn: Scott Savers 410 East Washington Street Iowa City, IA 52240 6. Submittals will be reviewed by the Owner and returned to the Contractor either approved as submitted, approved with comments, or rejected with comments. If rejected, Contractor shall correct and resubmit as required, identifying all changes made since previous submittal. 7. Distribute copies of reviewed submittals to concerned parties. Instruct parties to promptly report any inability to comply with provisions. 1.04 - Manufacturer's Instructions A. When specified in specification Sections, submit manufacturers' printed instructions for delivery, storage, assembly, installation, adjusting, and finishing, in quantities specified for TELECOMMUNICATIONS 3800-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements Shop Drawings and materials brochures. B. Unless otherwise stated, where installation requirements identified in the Standards conflict with the manufacturer's recommendations, the more restrictive shall be applied. C. Notify Engineer of conflicts between manufacturers' instructions and Contract Documents. 1.05 - Quality Assurance A. Full compliance with engineered design and specifications is required. Performance criteria included in the references shall be met. Test data shall verify system performance. PART 2 PRODUCTS 2.01 - Materials A. HDPE Duct 1. Acceptable Manufactures: Endot, Arnco, Carlon, Dura -line, or approved equal. 2. Product Description: High Density Polyethylene (HDPE), ASTM D 3035, SDR 11. UL Listed, smooth interior and exterior wall. Non -plenum rated. �s 0 3. Nominal Size: 11/:' or 2" (nominal) controlled outside diametESfor urrerground installations. 4. Color: orange; solid color. C , (� 5. Fittings and Duct Bodies: Manufacturer's recommended fittiriggnctic M components to make the system work. cn B. HDPE Mechanical Coupling or Fusion 1. NOTE: Ducts may also be field -joined using approved fusion methods. Recommended 2. Acceptable Manufactures: ETCO 3. Product Description: Mechanical coupling, double E -Loc coupling for HDPE -to - HDPE connections in restrained and unrestrained installation locations. Threaded end caps with nylon compression bushing. 4. Nominal Size: Sized for 2" HDPE, SDR 11. C. Duct Plugs 1. Product Description: Expandable blank duct plug for 2" HDPE, SDR 11. Solid, elastomedc-gasket with pull -rope loop. D. Pull Tape 1. Composition: Woven polyester. TELECOMMUNICATIONS 3800 - 3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements a. Pulling Strength: minimum of 1250 lbs. b. Pull tape shall have permanent sequential footage markings. E. Handholes 1. Acceptable Manufactures: Hubbell Quazite or approved equal. 2. Product Description: a. Handhole box: polymer -concrete, ANSI Tier 22, open bottom, with 4" mouse -hole on two ends. b. Handhole cover: polymer concrete, ANSI Tier 15, heavy duty, two- piece, two bolts, logo to read "Fiber Optics". Cover bolts shall be 3/8" stainless steel, penia -head with washers. 3. Nominal Size: Nominal handhole size shall be 30" wide x 48" long x 36' deep. 4. Color: gray. Manholes /Vaults 1. ASTM C478, latest edition, Standard Specification for Precast ReinforcedQoncrete manhole Sections. e o QD D� ROPERTY G. Ground Bar and Termination Hardware ca ENGLISH n -C r �' r 1. Acceptable Manufactures: Harger or approved equal. —tom ensile Strength (Grab) M -0 m 2. Product Description: Copper ground bars with dimensions medo—Rg l�l" x 1 9" shall be furnished and installed with telecommunication handh�*s. Th�;ground Puncture bars shall have 5 1/4 - 20 tapped holes with insulators and panhead tont screws. 3. Acceptable Manufactures: Thomas & Betts or approved equal 4. Blackburn, Copper connector, Type -L copper, single conductor one 14 AWG thru No.4 AWG. H. Geotextile Materials 1. Product Description: Woven geotextile, polypropylene resin fiber material shall be furnished and installed with telecommunication handholes. Minimum Average Roll Values (MARV) shall be as follows: TELECOMMUNICATIONS 3800-4 ARV ROPERTY TEST METHOD ENGLISH MECHANICAL ensile Strength (Grab) ASTIM D-4632 200 lbs longation ASTM D-4632 127o Puncture STM D-4833 Olbs TELECOMMUNICATIONS 3800-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 BR Puncture ASTM D-6241 700 lbs ullen Burst ASTM D-3786 400 psi rapezoidal Tear ASTM D-4533 7511os NDURANCE V Resistance (% Retained at 500 hrs) ASTM D-4533 0% YDRAULIC pparent Opening Size (AOS)3 ASTM D-4751 40 US Std. Sieve Permittivity ASTM D-4491 0.05 sec -1 ater Flow Rate ASTM D-4491 4 gpm/ft2 H. Locate/ Tracer Wire 1. Acceptable Manufactures: Pro -Pak Industries, Pro -Trace or Approved equal 2. Product Description: Copper conductor, 45 MIL thick HDPE jacket, 12 AWG (or 10 AWG) solid copper conductor, designed for direct bury, orange in color. PART 3 EXECUTION 3.01 - HDPE Duct Installation o o �D A. HDPE duct shall be installed at a depth of 36" to 42" of cover below tFi0e. Animurmi cover shall be 36" unless otherwise noted. Crossings of known and Iden O utl??Iies a obstructions require variance to maximum and minimum depths specifi=cwhPa c1dath of 36" to 42" cannot be maintained notify the Owner's representative to4:15Fvm1se maximum allowable depth. Provide additional cover as required by StatVFity,stherO utilities and authorities having jurisdiction where applicable or as necessS to trWrse other utilities. t0 B. Maintain a minimum 12" horizontal separation between other communication utilities and piped fluids. Maintain a minimum 3" horizontal separation from power and foreign conduits. Maintain a minimum 60" horizontal separation from water mains. At crossings provide a minimum vertical separation of 6" from conduits, ducts, cable and piped fluids. Notify Owner's representative for variances. C. Contractor is required to maintain positive drainage along the route throughout the duration of the project. All necessary dewatering shall be provided at no additional cost to the Owner. D. Provide pull tape in each HDPE duct in each segment of the route. Secure pull tape to duct plug at each end. E. HDPE duct shall extend into handholes and turn up. See detailed drawings for handhole installation. F. HDPE duct shall be installed using the industry standard installation equipment and methods. G. A site survey of the installation of the duct shall be made by the Contractor TELECOMMUNICATIONS 3800-5 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements prior to beginning work. H. Cut duct square using a saw or pipe cutter; de -burr cut ends. I. Duct shall be field -joined by either fusion methods or mechanical couplings. Use only those mechanical couplings specified. As -built markups shall reflect the station number of coupled joints. J. Plug both ends of unused duct using approved duct plugs. Protect installed duct against entrance of dirt and moisture before and after installation. K. Manufacturer's recommended installation tension shall not be violated. L. Damaged HDPE duct shall be replaced with new. M. Test each segment of new HDPE duct for excessive deflection and collapse using a test mandrel no smaller than 80% of inside diameter of the duct. The test shall be conducted after the trench has been backfilled and compacted to the required finished made according to project specifications. City inspector must be present for tat. Qo vC W 2"� o• r" 3.02 - Handhole Installation �m -v m A. Refer to the detailed drawings for handhole installation details. 7�P� ant_�, B. Unless otherwise noted, handholes shall be installed level with grade, ?lush tiparallel to streets and sidewalks. If necessary, slope the area around the handhole, within a few feet, to direct drainage away from the handhole. Provide fill around handhole and compact near to 90% modified standard proctor density using a vibrating rammer compaction machine with appropriate sized foot and compacting around handholes in 8" to 12" lifts C. All dirt, debris, trash, packaging, tape, etc., resulting from work associated with the project shall be cleaned from handholes prior to acceptance of the project work. The rim of the handhole shall be cleaned and the cover bolted down when work is complete. All bolts shall be accounted for. D. Open handholes shall be sufficiently barricaded. END OF SPECIAL PROVISION TELECOMMUNICATIONS 3800-6 City of Iowa City Pedestrian Mall Improvements SECTION 31 10 00 - SITE PREPARATION PART 1 - GENERAL 1.01 SUMMARY: Genus Project No. 16034 A. Furnish labor, material, tools and equipment to prepare site as indicated and specified. 1.02 REFERENCES: A. IDOT Standard Specifications. PART 2 - PRODUCTS None. PART 3 - EXECUTION 3.01 TECHNIQUES: A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrades and Subbases. Section 2101. Clearing and Grubbing. 4= _ o 3.02 EXISTING TREES, SHRUBS AND VEGETATION: -41 °" D. W A. All trees, shrubs and vegetation shall remain and be protected frofn d�e unless specifically noted as "REMOVE' or "CLEAR AND GRUB'7:-Mth6yplan or as directed by the Engineer. -r*1 -o M oM z B. No Construction materials and/or equipment are to be store pile3 or Red within the trees' drip line. Cn C. Contractor is responsible for damage outside the limits of construction, and for trees, shrubs and vegetation not designated for removal. The Contractor's liability for tree and shrub damage will be based on the appraised value, not replacement value, and shall include the cost of appraisal by a qualified arborist. 3.03 EXISTING STRUCTURES AND PROPERTY: A. Remove existing signs and posts within the construction area as directed by the Engineer. All permanent traffic signs will be removed, stored, and replaced by the City of Iowa City. Contractor shall provide 48 hour minimum advance notice for sign removal and for sign replacement. Permanent signs will be replaced prior to concrete pours. SITE PREPARATION 311000-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 B. Move mailboxes to a location approved by the Engineer prior to closing road. Salvage and store any unique supports for mailboxes. Restore mailboxes and their supports to their prior location and condition when road is reopened. 3.04 EXISTING UTILITIES: A. Contact appropriate utility representative to verify the presence and location of buried utilities in the construction area. 3.05 EROSION CONTROL: A. Comply with Iowa City Code and Section 02270, Slope Protection and Erosion Control. END OF SECTION SITE PREPARATION 31 1000-2 N O_ Z n m m o� x xy c.n r r, SITE PREPARATION 31 1000-2 City of Iowa City Pedestrian Mall Improvements SECTION 31 6600 HELICAL PIER PART 1 - GENERAL 1.01 SUMMARY A. Section includes helical piers. Genus Project No. 16034 1. The work covered by this section includes the furnishing of all labor, materials, equipment, and incidentals for the construction and inspection of the helical piers/anchors as shown on the Contract Drawings and construction specifications. The work included in this section includes but is not limited to, the following: 2. Furnishing and placement of test helical piers/anchors if necessary 3. Completion and reporting on load test of helical piers/anchors 4. Furnishing and placement of production helical piers/anchors 5. Furnishing and placement of grout column 6. Furnishing and placement of termination 7. Furnishing report confirming capacities of installed helical piers/anchors 1.02 RELATED SECTIONS A. Section 01 4500 — Special Inspections and Testing c o m rn 1.03 REFERENCES �y CD n-.� r A. General: All helical piers/anchors must be designed in consultation �a *Iifie vil engineer, in accordance with established geotechnical procedures- E5:30&cl=v►al c�s, and in accordance with all jurisdictional regulations. f� Cn B. American Society of Testing and Materials 7' so 1. ASTM A29/A29M Steel Bars, Carbon and Alloy, Hot -Wrought and Cold Finished 2. ASTM A36/A36M Structural Steel 3. ASTM A53 Pipe, Steel, Black and Hot -Dipped. Zinc -Coated Welded and Seamless 4. ASTM All 53 Zinc Coating (Hot Dip) on Iron and Steel Hardware 5. ASTM A252 Welded and Seamless Steel Pipe Piles 6. ASTM A193/A193M Alloy -Steel and Stainless Steel Bolting Materials for High Temperature Service 7. ASTM A320/A320M Alloy -Steel Bolting Materials for Low Temperature Service 8. ASTM A325 Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength 9. ASTM A500 Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes 10. ASTM A513 Standard Specification for Electric Resistance Welded Carbon and Alloy Steel Mechanical Tubing 11. ASTM A536 Standard Specifications for Ductile Iron Castings HELICAL PIER 316600-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 12. ASTM A618 Hot -Formed Welded and Seamless High -Strength Low -Alloy Structural Tubing 13. ASTM A656 Hot -Rolled Structural Steel, High -Strength Low -Alloy Plate with Improved Formability 14. ASTM A958 Standard Specification for Steel Castings, Carbon, and Alloy, with Tensile Requirements, Chemical Requirements Similar to Wrought Grades 15. ASTM A1018 Steel, Sheet and Strip, Heavy Thickness Coils, Hot Rolled, Carbon, Structural, High -Strength Low -Alloy, Columbium or Vanadium, and High -Strength Low -Alloy with Improved Formability 16. ASTM D1143 Method of Testing Piles Under Static Axial Compressive Load C. American Welding Society (AWS): 1. AWS D1.1 Structural Welding Code -Steel 2. AWS D1.2 Structural Welding Code- Reinforcing Steel D. American Society of Civil Engineers (ASCE): 1. ASCE 20-96 Standard Guidelines for the Design and Installation of Pile Foundations E. Deep Foundations Institute (DFI): Guide to Drafting a Specification for High Capacity Drilled and Grouted Micropiles for Structural Support, 1 st Edition, Copyright 2001 by the Deep Foundation Institute (DR) o 1.04 SUBMITTALS A. Product Data: For each type of product indicated. B. Site specific shop drawings sealed by a registered to include: n T "n "-< =ic.) r _rrrl -0 m professional engin"ho..draiDs v cn 6n 1. Helical Pier/Anchor number, location, and pattern by assigned identification number 2. Helical Pier/Anchor design load 3. Type and Size of Helical Pier/Anchor shaft 4. Helical configuration (number and diameter of helical plates) 5. Minimum effective torque requirement 6. Inclination of Helical pier/anchor 7. Grout column diameter and length 8. Connection details C. Qualification Data: For qualified Installer and testing agency. D. If required, the Contractor shall submit certified mill test reports for the central steel shaft to the Owner for record purposes. The ultimate strength, yield strength, % elongation, and chemistry composition shall be provided. E. Calibration reports for installation equipment utilized on the project. The calibration tests shall have been completed within one year of the date submitted. HELICAL PIER 316600-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 F. Static Pier/Anchor Test Reports: Submit within three days of completing each test. G. Helical Pile Installation Records: Submit within three days of installing each pile. H. Field quality -control reports. Preconstruction Photographs: Photographs or video of existing conditions of adjacent construction. Submit before the Work begins. J. After completion of the installation of the helical piers/anchors, the Contractor shall provide the Owner with a report of all helical piers/anchors installed on the project certifying the ultimate load capacity of the piers/anchors installed sealed by a professional engineer registered in the State of the project. 1.05 QUALITY ASSURANCE A. Helical Pier/Anchor Manufacturer Qualifications: Design of helical piers/anchors shall be performed by a professional engineer licensed in the State of the project in accordance with existing local code requirements. B. Installer Qualifications: The Helical Pile Contractor shall have a minimum of 5 years of similar experience in performing design and construction of Helical Piles and shall furnish all materials, labor, and supervision to perform the work. The Helical Pile Contractor shall not sublet the whole or any part of the contract without the express written permission of the Owner. 1. Installer's responsibility includes engaging a qualified professional e�ineer to prepare pile -driving records. o '� Dn C. Testing Agency Qualifications: Qualified according to ASTM E 329 for t4a s g iicate4w GT r D. Pre -installation Conference: Conduct conference at Project site. <r- r- 3 m 1.06 DELIVERY, STORAGE, AND HANDLING x' cn G.n A. Comply with all manufacturer's ordering instructions and lead-time requirements to avoid construction delays. B. Delivery: Deliver materials in manufacturer's original, unopened, undamaged containers packaging with identification labels intact. 1. Coordinate delivery and helical pier/anchor construction schedule to minimize interference with normal use of buildings adjacent to the project. 2. Unload units at job site in such a manner that no damage occurs to the product. HELICAL PIER 31 6600-3 City of Iowa City Pedestrian Mall Improvements 1.07 PROJECT CONDITIONS Genus Project No. 16034 A. Protect structures, underground utilities, and other construction from damage caused by pier/anchor installation. B. Site Information: A geotechnical report has been prepared for this Project and is included elsewhere in the Project Manual for information only. C. Preconstruction Photographs: Inventory and record the condition of adjacent structures, underground utilities, and other construction. Provide photographs or video of conditions that might be misconstrued as damage caused by pile driving. Comply with Division 01 Section "Photographic Documentation." D. Do not install helical piers/anchors during heavy rain or heavy snowfall. E. Do not place grout materials that are frozen or partially hydrated. PART 2 - EXECUTION 2.01 EXAMINATION No C, A. Site Conditions: Do not start driving operations until earthwork fills hav�n pmpleR or excavations have reached an elevation of 6 to 12 inches (152 t�6 rfiiR) alsepe bottom of footing or pile cap. n-< I (� M B. Acceptance of Site Verification of Conditions: '� r o� 1. General Contractor shall inspect, accept and certify in writir§ to tT& helical pier/anchor subcontractor that site conditions meet specifications for tho-following items prior to installation of the helical piers/anchors. a. Verify sub -grade preparation and elevations conform to the specified requirement. b. Verify location, alignment, and elevations of helical piers/anchors. c. Verify location, alignment, and elevations of any services within work area. d. The Contractor shall verify that all helical pier/anchors may be installed in accordance with all pertinent codes and regulations regarding such items as underground obstructions, right-of-way limitations, utilities, etc. e. In the event of a discrepancy, the Contractor shall notify the Owner. The Contractor shall not proceed with helical pier/anchor installation in areas of discrepancies until said discrepancies have been resolved. All costs associated with unresolved discrepancies shall be the responsibility of the Owner. C. Do not proceed with installation of helical piers/anchors until sub -grade soil conditions are corrected by the General Contractor or designated subcontractor. HELICAL PIER 316600-4 City of Iowa City Pedestrian Mall Improvements 2.02 PREPARATION Genus Project No. 16034 A. The General Contractor shall retain a Geotechnical Engineer to oversee all aspects of installation of the helical piers/anchors. The items to inspect include; but are not limited to the following: 1. Verify type of helical pier/anchor being installed is as specified on the Shop Drawings. 2. Verify length of helical pier/anchor installed. 3. Verify torque readings as specified on the Shop Drawings. B. Installation equipment shall be rotary type, hydraulic power driven torque motor with clockwise and counter -clockwise rotation capabilities. The torque motor shall be capable of continuous adjustment to revolutions per minute (RPM'S) during installation. Percussion drilling equipment shall not be permitted. The torque motor shall have torque capacity 15% greater than the torsional strength rating of the central steel shaft to be installed. C. Installation tooling shall consist of a Kelly Bar Adapter (KBA) and Type SS or RS drive tools as manufactured by helical pier/anchor manufacturer and used in accordance with the manufacturers written installation instructions. D. A torque indicator shall be used during helical pier/anchor installation. The torque indicator can be an integral part of the installation equipment or externally mounted in- line with the installation tooling. Torque indicators shall meet requirements set forth by helical pier/anchor manufacturer. N ce O 2.03 INSTALLATION *C) T 2+_i g A. The helical pier/anchor installation technique shall be such that it isgZAistd;t wit[Me geotechnical, logistical, environmental, and load carrying conditions C,� protectrn B. The lead section shall be positioned at the location as shown on the king dra~. Battered helical piers/anchors can be positioned perpendicular to th roun o assist in initial advancement into the soil before the required batter angle shall be est�ished. C. The helical piers/anchor sections shall be engaged and advanced into the soil in a smooth, continuous manner at a rate of rotation of 5 to 20 RPMs. Extension sections shall be provided to obtain the required minimum overall length and installation torque as shown on the working drawings. Connect sections together using coupling bolt(s) and nut torqued to 40 ft -Ib. D. Sufficient down pressure shall be applied to uniformly advance the helical pier/anchor sections approximately 3 inches per revolution. The rate of rotation and magnitude of down pressure shall be adjusted for different soil conditions and depths. E. Prepared grout shall be added immediately after lead displacement disk has started to penetrate the soil surface. A constant head of grout shall be maintained at all times during the installation of the helical pier. F. The torque as measured during the installation shall not exceed the torsional strength rating of the central steel shaft and shall be recorded at 300 mm (one foot) increments. HELICAL PIER 31 6600-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 G. The minimum installation torque and minimum overall length criteria as shown on the working drawings shall be satisfied prior to terminating the helical pier/anchor installation. H. If the torsional strength rating of the central steel shaft and/or installation equipment has been reached prior to achieving the minimum overall length required, the Contractor shall have the following options: 1. Terminate the installation at the depth obtained subject to the review and acceptance of the Owner, or: 2. Remove the existing helical pier/anchor and install a new one with fewer and/or smaller diameter helix plates. The new helix configuration shall be subject to review and acceptance of the Owner. If re -installing in the same location, the top -most helix of the new helical pier shall be terminated at least (3) three feet beyond the terminating depth of the original helical pier/anchor. If the minimum installation torque as shown on the working drawings is not achieved at the minimum overall length, and there is no maximum length constraint, the Contractor shall have the following options: 1. Install the helical pier/anchor deeper using additional extension sections, or: 2. Remove the existing helical pier/anchor and install a new one with additional and/or larger diameter helix plates. The new helix configuration shall be subject to review and acceptance of the Owner. If re -installing in the same location, the top- most helix of the new helical pier/anchor shall be terminated at least (3) three feet beyond the terminating depth of the original helical pier. 3. De -rate the load capacity of the helical pier/anchor and install additional helical piers/anchors. The de -rated capacity and additional helical piers/anchors location shall be subject to the review and acceptance of the Owner. F, J. If the helical pier/anchor is refused or deflected by a subsurfa �qbs y°ctioQ installation shall be terminated and the pile removed. The obstructidir�ill Q rem d, if feasible, and the helical pier/anchor re -installed. If the obstructiorcton't qe renlnd, the helical pier/anchor shall be installed at an adjacent location, subjet t9Tevieelvv—and acceptance of the Owner. m v m o � z ((�� K. If the torsional strength rating of the central steel shaft and/or instaloon equipmeT'I'has been reached prior to proper positioning of the lost plain extension section fiffative to the final elevation, the Contractor may remove the last plain extension and rep ace it with a shorter length extension. If it is not feasible to remove the last plain extension, the Contractor may cut said extension shaft to the correct elevation. The Contractor shall not reverse (back -out) the helical pier/anchor to facilitate extension removal. L. The average torque for the last three feet of penetration shall be used as the basis of comparison with the minimum installation torque as shown on the working drawings for compression (pier) applications and average torque for the last five feet of penetration shall be used for tension (anchor) applications. The average torque shall be defined as the average of the last three readings recorded at one -foot intervals. M. The Contractor shall record the torque values for each individual helical pier/anchor at 1 foot (300 mm) increments during installation. These records shall be available to the Owner at their request. HELICAL PIER 316600-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 N. Perform load tests as required by Division 31 Section "Submittals" as stated in this specification. Tests shall be completed according to ASTM Dl 143 Quick Test Method. O. Pile -Driving Records: Maintain accurate driving records for each pile. Include the following data: 1. Project name and number. 2. Name of Contractor. 3. Pile location in pile group and designation of pile group. 4. Ground elevation. 5. Elevation of tips after driving. 6. Final tip and cutoff elevations of piles after driving pile group. 7. Records of redriving. 8. Time, pile -tip elevation, and reason for interruptions. 9. Pile deviations from location and plumb. 10. Unusual occurrences during pile driving. 2.04 STATIC PILE TESTS A. General: Static pile tests will be used to verify driving criteria and pile lengths and to confirm allowable load of piles. B. Pile Tests: Arrange and perform the following pile tests: 1. Axial Compressive Static Load Test: ASTM D 1143. e.a C. Equip each test pile with two telltale rods, according to ASTM D 1143, fol!�heasuring deformation during load test. o —n n D. Provide pile reaction frame, anchor piles, equipment, and instrument c�ultjpt��wit�i suffi,`t reaction capacity to perform tests. Notify Engineer at least 48 ho[RjciP di2kanof performing tests. On completion of testing, remove testing siructartahor, equipment, and instrumentation. 1. Allow a minimum of seven days to elapse after driving test piles 06fore 9�rting pile testing. 2. Number of Test Piles: Two piles. E. Driving Test Piles: Drive test piles at locations indicated to the minimum penetration or driving resistance indicated. Use test piles identical to those required for Project and drive with appropriate pile -driving equipment operating at rated driving energy to be used in driving permanent piles. 1. Pile Design Load: 45 kips down load, 10 kips uplift Approval Criteria: Allowable load shall be the load acting on the test pile when the lesser of the following criteria are met using a factor of safety of 2.0: 1. Net settlement, after deducting rebound, of not more than 0.01 inch/ton (0.25 mm/907 kg) of test load. 2. Total settlement exceeds the pile elastic compression by 0.15 inch (4 mm), plus 1.0 percent of the tip diagonal dimension. 3. A plunging failure or sharp break in the load settlement curve. HELICAL PIER 316600-7 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 G. Test Pile -Driving Records: Prepare driving records for each test pile. Include same data as required for driving records of permanent piles. H. Test piles that comply with requirements, including location tolerances, may be used on Project. 2.05 FIELD QUALITY CONTROL A. Special Inspections: Owner will engage a qualified special inspector to perform the following special inspections: 1. Pile foundations. B. Testing Agency: Owner will engage a qualified independent testing agency to perform tests and inspections. C. Tolerances: The tolerances quoted in this section are suggested maximums. The actual values established for a particular project will depend on the structural application. 1. Centerline of helical pier/anchor shall not be more than 3 inches (75 mm) frorr indicated plan location. 2. Helical pier/anchor plumbness shall be within 21 of design alignment. 3. Top elevation of helical pier/anchor shall be within +l inch (+25 mm) to -2 inches (- 50 mm) of the design vertical elevation. c O eo �n 2.06 DISPOSAL C')-< F, A. Remove withdrawn piles and cutoff sections of piles from site and lega�Aapose of t"T off Owner's property. rn D� Cn END OF SECTION o+ HELICAL PIER 31 6600-8 City of Iowa City Pedestrian Mall Improvements SECTION 32 13 13 PORTLAND CEMENT CONCRETE PAVING PART 1 -GENERAL 1.01 SUMMARY Genus Project No. 16034 A. Furnish labor, materials, tools and equipment to form, place, reinforce, finish, joint, cure and seal Portland Cement Concrete alleys, roadways, steps, unit paver sub - slab, curbs, footings, and sidewalks at the locations and grades noted on the plans. 3. Related Sections include: Division 32 Section "Pavers". 1.02 REFERENCES A. IDOT Standard Specifications. B. Geotechnical Engineering Report, Pedestrian Mall Improvements, dated October 5, 2017. Prepared by Terracon Consultants, Iowa City, IA C. Iowa SUDAS (Statewide Urban Design and Specifications) Design Manual, Standard Specifications Section 7010- Portland Cement Concrete Pavement 1.03 SUBMITTALS A. Product Data: For each type of manufactured material and producadicajft. * 'n B. Design Mixtures: For each type of concrete pavement mixture. Inclut 3terrrvte mixture designs when characteristics of materials, Project conditions, %v gthe Mest r results, or other circumstance warrant adjustments. _tm -o M C. Qualification Data: For manufacturer. g — tn D. Material Test Reports: From a qualified testing agency indicating and interpreWng test results for compliance of the following with requirements indicated, based on comprehensive testing of current materials: 1. Aggregates. E. Material Certificates: Signed by manufacturers certifying that each of the following materials complies with requirements. 1. Cementitious materials. 2. Steel reinforcement and reinforcement accessories. 3. Color Admixtures [ at WDF ]. 4. Curing compounds. 5. Joint fillers. PORTLAND CEMENT CONCRETE PAVING 32 13 13 - 1 City of Iowa City Pedestrian Mall Improvements F. Field quality -control test reports. 1.04 QUALITY ASSURANCE Genus Project No. 16034 A. Manufacturer Qualifications: Manufacturer of ready -mixed concrete products who complies with ASTM C 94/C 94M requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities". 2. Personnel conducting field tests shall be qualified as ACI Concrete Feld Testing Technician, Grade 1, according to ACI CP -01 or an equivalent certification program. B. ACI Publications: Comply with ACI 301, "Specification for Structural Concrete," unless modified by requirements in the Contract Documents. C. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. D. Mockups: Cast mockups of full-size sections of concrete pavement to demonstrate typical joints, surface finish, texture, color, and standard of workmanship. N 1. Build 4'x4' mockups in the location and of the size indicated g, if nodicated, as directed by City Engineer. If additional mockups are req Iiyu noncompliance, they shall be provided by contractor at no silo 19 proj� n-< r A. Colored concrete mockup: demonstrating color and join B. Standard concrete: no mockup required. :gym 3 rn D 2. Notify Owner's Representative seven days in advance of datI lEnd h nes when mockups will be constructed. rn 3. Obtain Landscape Architect's and City Engineer's approval of mockups before starting construction. 4. Maintain approved mockups during construction in an undisturbed condition as a standard for judging the completed pavement. 5. Demolish and remove approved mockups from the site when directed by Owner. E. Quality testing: 1. Compressive Strength Tests. Minimum 28 day -4,000 psi. 2. Entrained Air. 3. Slump. 4 -inches 4. Density Tests of Base and Subgrade. PORTLAND CEMENT CONCRETE PAVING 321313-2 City of Iowa City Pedestrian Mall Improvements 1.05 PROJECT CONDITIONS Genus Project No. 16034 A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities. PART 2 - PRODUCTS 2.01 MATERIALS A. Except as amended in this document, the materials in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 41. Construction Materials. Sections 4101 through 4122. B. Forms 1. Form Materials: Plywood, metal, metal -framed plywood, or other approved panel type materials to provide full -depth, continuous, straight, smooth exposed surfaces. a. Use flexible or curved forms for curves with a radius 100 feet of less. 2. Form Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. C. Steel Reinforcement M e 1. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformedj*c-.) -n D_ r co 2. Joint Dowel Bars: Plain steel bars, ASTM A 615A 615M, GradE413qGrade 4= Cut bars true to length with ends square and free of burrs. m -o M 3. Tie Bars: Tie Bars: ASTM A 615/A 615M, Grade 60 (Grade 42q-_WfoAled. 10 4. Bar Supports: Bolsters, chairs, spacers, and other devices for sing, supporting, and fastening reinforcing bars, welded wire reinforcement, and dowels in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive strength than concrete, and as follows: a. Equip wire bar supports with sand plats or horizontal runners where base material will not support chair legs. D. Concrete Pavement - IDOT Portland Cement Concrete Type C: Section 2301 per Geotechnical Engineering Report. E. Fill material requirements per October 5, 2017 Geotechnical Engineering Report for the Pedestrian Mall Improvements. PORTLAND CEMENT CONCRETE PAVING 32 1313-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Aggregate durability class for all Portland Cement Concrete paving shall be Class 3. G. Curing Materials 1. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. (305 g/sq. m) dry 2. Moisture Retaining Cover: ASTM C 171, polyethylene film or white burlap - polyethylene sheet. 3. Water: Potable 4. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application to fresh concrete. Products: a. Axim Concrete Technologies; Cimfilm. b. Burke by Edeco; BurkeFlm. c. ChemMasters; Spray -Film. d. Conspec Marketing & Manufacturing Co., Inc.; Aquafilm. 5. Clear Waterborne Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B. Products: a. Anti -Hydro International, Inc.; AH Curing Compound #2 DR WB. b. Burke by Edoko; Aqua Resin Cure. o c. ChemMasters;Safe-Cure Clear. co d. Conspec Marketing & Manufacturing Co., Inc.; W.B. Resi�gp—me m D-1 co �. H. Related Materials �n 0% r trn— 1. Expansion- and Isolation -Joint Filler Strips: ASTM D 1751, asph8lt turNed v cellulosic fiber. C2 '.Vol CA 2. Expansion Joint Sealant: Urethane sealant to be used between builOings and sidewalk. 3. Concrete Saw: Use power operated concrete saws capable of cutting hardened concrete neatly. Pavement Markings 1. Pavement Marking Paint: Alkyd -resin type, lead and chromate free, ready mixed, complying with AASHTO M 248, Type F. a. Color: Yellow, or as indicated per plans. J. Concrete Mixtures Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal -weight concrete determined by either laboratory trial mixes or field experience. a. Use a qualified independent testing agency for preparing and reporting PORTLAND CEMENT CONCRETE PAVING 32 13 13-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements proposed concrete mixture designs for the trial batch method. 2. Proportion mixtures to provide normal -weight concrete with the following properties: a. Compressive Strength (28 Days): 4000 psi (27.6 MPa). b. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45. c. Slump Limit: 4 inches (100 mm) plus or minus 1 inch (25 mm). 3. Add air -entraining admixture at manufacturer's prescribed rate to result in normal -weight concrete at point of placement having an air content as follows: a. Air Content: 4-1/2 percent plus or minus 1.5 percent for 1 -inch (25 -mm) nominal maximum aggregate size. 4. Limit water-soluble, chloride -ion content in hardened concrete to 0.15percent by weight of cement. 5. Chemical admixtures: Use admixtures according to manufacturer's written instruction. 1. Use water -reducing admixture in concrete, as required, for placement and workability. b. Use water -reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement condition. 6. Cementious Materials: Limit percentage, by weight, of cementitious materials other than Portland cement according to ACI 301 requirements. ry K. Color Concrete Admixtures per 03350 Colored Concrete FinishS o m L. Concrete Mixing 1. Ready -Mixed Concrete: Measure, batch, and mix conal,,Rma?erials,r,Q�d concrete according to ASTM C 94/C 94M. Furnish batch cd bs fof i each batch discharged and used in the Work. n -r _ (� a. When air temperature is between 85 deg F (30 deg C) and 94eg F (32 deg C), reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes. PART 3 - EXECUTION 3.01 TECHNIQUES A. Except as amended in this document, the work in this section will conform with the following divisions and sections of the IDOT Standard Specifications: Division 21. Earthwork, Subgrodes and Subbases. Section 2111. Granular Subbase. PORTLAND CEMENT CONCRETE PAVING 32 13 13 - 5 City of Iowa City Pedestrian Mall Improvements 3.02 EXAMINATION Genus Project No. 16034 Division 23. Surface Courses. Section 2301. Portland Cement Concrete Pavement. Section 2316. Pavement Smoothness. Division 25. Miscellaneous Construction. Section 2512. Portland Cement Concrete Curb and Gutter. A. Examine exposed subgrades and subbase surfaces for compliance with requirements for dimensional, grading, and elevation tolerances. B. Proof -roll prepared subbase surface below concrete pavements with heavy pneumatic- tired equipment to identify soft pockets and areas of excess yielding. 1. Complete proof -roll subbase in one direction and repeat in perpendicular direction. Limit vehicle speed to 3 mph. 2. Subbase with soft spots and areas of pumping or rutting exceeding depth of 1/2 inch (13 mm). N O C= C. Proceed with concrete pavement operations only after nonc pyrni -n conditions have been corrected and subgrade is ready to recevent..... 3.03 PREPARATION - to �m 9rn A. Remove loose material from compacted subbase surface immely before placing concrete. ' v cn rn 3.04 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavement to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form -release agent to ensure separation from concretewithout damage. 3.05 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond -reducing materials. C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement. Maintain minimum PORTLAND CEMENT CONCRETE PAVING 32 13 13-6 City of Iowa City Genus Project No. 16034 Pedestrian Mall improvements cover to reinforcement. 3.06 JOINTS A. General: Form construction, isolation, and contraction joints and tool edgings true to line with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline, unless otherwise indicated. When joining existing pavement, place transverse joints to align with previously placed joints, unless otherwise indicated. B. Construction Joints: Set construction joints at side and end terminations of pavement and at locations where pavement operations are stopped for more than one-half hour unless pavement terminates at isolation joints. Continue steel reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of pavement strips, unless otherwise indicated. 2. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt -coat one-half of dowel length to prevent concrete bonding to one side of joint. C. Isolation Joints: Form isolation joints of preformed joint -filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated. 1. Locate expansion joints at 50' interval, and as indicated. 2. Extend joint fillers full width and depth of joint. 3. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated. 4. Furnish joint fillers in one-piece lengths. Where more than one lenggis required, lace or clip joint -filler sections together. a; Q, 5. Protect top edge of joint filler during concrete placemen�En4fi rAgal plastic, or other temporary preformed cap. Remove prote�ivcssp after concrete has been placed on both sides of joint. r D. Contraction Joints: Form weakened -plane contraction joints, iorqg concrete into areas as indicated on the construction ciraak>g. Construct contraction joints for a depth equal to at least on;-fourtl�f the concrete thickness, as follows: rn 1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 -inch wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks. 3.07 CONCRETE PLACEMENT PORTLAND CEMENT CONCRETE PAVING 321313-7 City of Iowa City Genus Project No. 16034 Pedestrian Mali Improvements A. Inspection: Before placing concrete, inspect and complete formwork installation, steel reinforcement, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. Remove snow, ice, or frost from subbase surface and reinforcement before placing concrete. Do not place concrete on frozen surfaces. C. Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment. D. Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete. E. Do not add water to concrete during delivery or at Project site. Do not add water to fresh concrete after testing. G. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. H. Consolidate concrete according to ACI 301 by mechanical vibrating equipment supplemented by hand spading, rodding, or tamping. 1. Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint No assemblies, reinforcement, or side forms. Use only square ced m shovels for hand spreading and consolidation. Consolidat y4th Xpre to prevent dislocating reinforcement, dowels, and joint deDlce6. co ..� I. Screed pavement surfaces with a straightedge and strike off. =C "o m m s J. Commence initial floating using bull floats or darbies to imps open Q textured and uniform surface plane before excess moisture or eed)&ter appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. K. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When air temperature has fallen to or is expected to fall below 40 deg F (4.4 deg C), uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F (10 deg C) and not more than 80 deg F (27 deg C) at point of placement. 2. Do not use frozen materials or materials containing ice or snow. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mix designs. L. Hot -Weather Placement: Comply with ACI 301 and as follows when hot - PORTLAND CEMENT CONCRETE PAVING 321313-8 City of Iowa City Pedestrian Mall Improvements weather conditions exist: Genus Project No. 16034 1. Cool ingredients before mixing to maintain concrete temperature below 90 deg F (32 deg C) at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover steel reinforcement with water -soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. 3. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas. M. Broom finish shall be perpendicular to pedestrian path of travel. 3.08 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Comply with ACI 306.1 for cold -weather protection. C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 Ib/sq. ft. x h (1 kg/sq. m x h) before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before floatfinishing. c o m D. Begin curing after finishing concrete but not before free water VE? -n disappeared from concrete surface. crG � r E. Curing Methods: Cure concrete by moisture curing, moisture -rets_ �R_g-gWer M curing, curing compound, or a combination of these as follows: o= s v �= 1. Moist Curing: Keep surfaces continuously moist for not less3ihan s&Jen days with the following materials: Q' a. Water. b. Continuous water -fog spray. C. Absorptive cover, water saturated and kept continuously wet. Cover concrete surfaces and edges with 12 -inch (300 -mm) lap over adjacent absorptive covers. 2. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. PORTLAND CEMENT CONCRETE PAVING 3213 13-9 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 4. Curing compound shall be applied immediately following finishing of the concrete, including back of curb. 3.09 PAVEMENT TOLERANCES A. Comply with tolerances of ACI 117 and as follows: 1. Elevation: 1/4 inch (6 mm). 2. Thickness: Plus 3/8 inch (10 mm), minus 1/4 inch (6 mm). 3. Surface: Gap below 10 -foot- (3-m-) long, unleveled straightedge not to exceed 1/4 inch (6 mm). 4. Lateral Alignment and Spacing of Tie Bars and Dowels: 1 inch (25 mm). 5. Vertical Alignment of Tie Bars and Dowels: 1/4 inch (6 mm). 6. Alignment of Tie -Bar End Relative to Line Perpendicular to Pavement Edge: 1/2 inch (13 mm). 7, Alignment of Dowel -Bar End Relative to Line Perpendicular to Pavement Edge: Length of dowel 1/4 inch per 12 inches (6 mm per 300 mm). 8. Joint Spacing: 3 inches (75 mm). 9. Contraction Joint Depth: Plus 1/4 inch (6 mm), no minus. 10. Joint Width: Plus 1/8 inch (3 mm), no minus. o o m 3.10 PAVEMENT MARKING AT CLINTON STREET D. r arno A. Do not apply pavement -marking paint until layout, colors, and p*40nent CT have been verified with City Engineer. o� B. Allow concrete pavement to cure for 28 days and be dry beforvtartira pavement marking. am C. Sweep and clean surface to eliminate loose material and dust. D. Apply paint with mechanical equipment to produce pavement markings of dimensions indicated with uniform, straight edges. Apply at manufacturer's recommended rates to provide a minimum wet film thickness of 15 mils (0.4 mm). 3.11 FIELD QUALITY CONTROL A. Testing Agency: Engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: PORTLAND CEMENT CONCRETE PAVING 32 13 13 - 10 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Testing Frequency: Obtain at least 1 composite sample for each [100 cu. yd. (76 cu. m)] [5000 sq. ft. (465 sq. m)] or fraction thereof of each concrete mix placed each day. a. When frequency of testing will provide fewer than five compressive- strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. 2. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mix. Perform additional tests when concrete consistency appears to change. 3. Air Content: ASTM C 231, pressure method; one test for each composite sample, but not less than one test for each day's pour of each concrete mix. 4. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F (4.4 deg C) and below and when 80 deg F (27 deg C) and above, and one test for each composite sample. 5. Compression Test Specimens: ASTM C 31 /C 31 M; cast and laboratory cure one set of three standard cylinder specimens for each composite sample. 6. Compressive -Strength Tests: ASTM C 39/C 39M; test 1 specimen at 7 days and 2 specimens at 28 days. N _o a. A compressive -strength test shall be the averagerefflee strength from 2 specimens obtained from same come s(pple and tested at 28 days. r C. Strength of each concrete mix will be satisfactory if average -veiny= M consecutive compressive -strength tests equals or exceeds speci4a compressive strength and no compressive -strength test value fcj below specified compressive strength by more than 500 psi (3.4 MPa). Cn rn D. Test results shall be reported in writing to City Engineer, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive -strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28 -day tests. E. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive PORTLAND CEMENT CONCRETE PAVING 32 1313-11 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 strengths, or other requirements have not been met, as directed by Architect. G. Remove and replace concrete pavement where test results indicate that it does not complywith specified requirements. H. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced oradditional work with specified requirements. 3.12 REPAIRS AND PROTECTION A. Remove and replace concrete pavement that is broken, damaged, or defective or that does not comply with requirements in this Section. B. Drill test cores, where directed by Landscape Architect, when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with porland cement concrete bonded to pavement with epoxy adhesive. C. Protect concrete from damage. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. D. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign material. Sweep concrete pavement not more than two days before date scheduled for Substantial Completion inspections. 3.13 ENVIRONMENTAL REQUIREMENTS N A. When concrete is being placed in cold weather and temperatures mayZe expected to drop below 35°F, the following requirements must b t famonw@Ap rn less than 36 hours old: D -i 1= �I 1 C-) r 24 Hour Temoerature Forecast Coverina "tom ON r r Minimum 35-32° F One layer plastic or burlar!F--' zJ Minimum 31-25° F One layer plastic and one layer flap or two layers burlap. Below 25° F Commercial insulating material approved by the Engineer. B. Concrete shall be protected from freezing temperatures until it is at least five days old. C. Concrete damaged by cold weather shall be removed and replaced at the Contractor's expense. D. Maximum allowable concrete temperature shall be 90° F. PORTLAND CEMENT CONCRETE PAVING 321313-12 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 If concrete is placed when the temperature of the concrete could exceed 90° F, the Contractor shall employ effective means, such as precooling of aggregates and/or mixing water, as necessary to maintain the temperature of the concrete as it is placed below 90° F. 3.14 OPENING TO TRAFFIC A. Opening to traffic, including Contractor's vehicles, will not be permitted until the compressive strength of 6' dia. x 12" cylinders is at least 3,000 Ib. per square inch. B. All joints in the pavement shall be cleaned and sealed prior to opening the street(s) to traffic of any kind. C. Opening to traffic shall not constitute final acceptance. 3.15 COMPLETION OF WORK A. When traffic is allowed upon the pavement, the Contractor shall begin remaining work and clean up. All streets and sidewalks shall be finished and opened to the public as soon as practicable. B. Contractor shall notify the City Engineer if weather conditions make it difficult to use Class M concrete, when specified. END OF SECTION N 0 O m `n co `yy W • i r rn �rn -v n .. cra rn PORTLAND CEMENT CONCRETE PAVING 321313-13 City of Iowa City Pedestrian Mall Improvements SECTION 32 14 00 GRANITE PAVING PART 1 - GENERAL 1.1 DESCRIPTION OF WORK Genus Project No. 16034 Provide all labor, materials, equipment and supervision required to fumish and install granite pavers. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. 32 13 13 - Portland Cement Concrete Paving 1.3 SUBMITTALS A. Submit manufacturer's product data for each type of paver, mortar, joint sealant, and accessory required. B. Paver sample, one of each specified color and finish. Include the full range of exposed color and texture proposed for the work. ce C. Submit manufacturer's shop drawings for all new pavers for apprX8b,1dWndseg1 Architect. y.� omo .... 1.4 CODES, PERMITS AND FEES " �n �� -v rn A. Obtain any necessary permits for this Section of Work and pay any-Wregured wV permits. ut m B. The entire installation shall fully comply with all local and state laws and ordinances, and with all established codes applicable thereto. 1.5 SITE DISTURBANCES A. Take precautions to insure that equipment and vehicles do not disturb or damage existing site grading, walks, drives, utilities, plants, etc. Verify locations and depths of all underground utilities prior to excavation. C. Repair and/or return to original condition any damage caused by Contractor's negligence at no cost to Owner. D. Provide temporary barricades and warning lights as required for protection of project work and public safety. 1.6 QUALITY ASSURANCE GRANITE PAVING 32 14 00 - 1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements A. Materials and methods of construction shall comply with the following standards and association recommendations: 1. American Society for Testing and Materials, (ASTM). B. Comply with the applicable requirements of local governing authorities and American National Standards Institute (ANSI) A41.1, Building Code Requirements for Masonry, for the types of stone masonry construction indicated. C. Installation: Performed only by experienced stone installers with satisfactory record of performance on complete projects of comparable size and quality. D. Provide each type of stone from only one quarry to ensure consistent color range and texture. E. Do not change source or brands of mortar materials during the course of the work. 1.7 DELIVERY, STORAGE, AND HANDLING A. Stone masonry materials: Deliver, store, and handle cut stone materials in accordance with stone fabricators recommendations. Use non -staining materials for blocking and packing. Stack cut stone materials off the ground on non -staining skids. Protect from damage and soiling. B. Masonry accessories: Deliver, store, and handle masonry accesses tovent n weather damage and deterioration. W .` C,)-< m r 1.8 PROJECT CONDITIONS �—IC -m -v A. Do not use metal accessories with loose coatings, including ice, vam wimduqo bond. r CJI B. Protect partially -completed stone masonry work against weather damage and moisture, when work is not in progress. C. Protect walks, walls, and projections from mortar droppings. Remove excess mortar and stains as work progresses. D. Protect adjacent work from damage, soiling, and staining during masonry work operations. 1.10 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Dimension Stone Units: a. See Granite Schedule on L401. PART 2 - PRODUCTS GRANITE PAVING 321400-2 City of Iowa City Pedestrian Mall Improvements 2.1 GRANITE PAVERS Genus Project No. 16034 A. Salvaged Granite Pavers: On-site removed and salvaged pavers as shown on the Drawings and approved by Owner and Landscape Architect. B. New Granite Pavers: As manufactured by Cold Spring Granite, www.coldsorinaaranite.com or prior approved equal. C. Paver depths shown are nominal thicknesses. Adjust setting bed thickness to ensure Top of pavers are flush with surrounding surface. 1. Salvaged paver thickness varies 1 3/4" to 2 114' 2. New paver thickness Nominal 2" = 1 15/16" +/-1 /16" D. Provide sound stone uniform in color and texture, free from mineral stains, other foreign matter, and defects detrimental to appearance and durability. E. Color range, texture, and finish of cut stone materials shall be within range of Landscape Architect's accepted samples. Granite color included on plans. 2.2 MORTAR SETTING BED A. Fortified mortar bed: LATICRETE 3701 Fortified Mortar Bed by LATICRETE International, Inc. or approved equal. B. Slurry bond coat and adhesive thin -set layer: LATICRETE 254 Platinum by LUCRETE International, Inc. or approved equal. o m 2.3 JOINT SILICONE SEALANTS ti A. Sealants for granite paving joints in locations to be deterrr> brLandscape Architect: Manufacturer's standard chemically curing, elastomerioeaTTants J"ase polymer and characteristics indicated below, and do not QDzstone. Pcts: neufrcl Silicone Sealant: Medium -modulus, one -component, pre-pigrAented !ure elastomeric silicone sealant; Dow Coming® 756 SMS Building�ealant, as manufactured by Dow Coming Corporation. 1. Color: Black 2. Provide sample to Landscape Architect for approval. 3. Provide submittals to Landscape Architect for proposed locations. Dow Corning Corporation P.O. Box 994 Midland, MI 48686-0994 (800) 248-2481 www.dowcorning.com/construction B. Warranty 1. Provide manufacturer's 5 year standard material warranty. GRANITE PAVING 32 14 00 - 3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. Include coverage for replacement of sealant materials which fail to achieve water tight seal, exhibit loss of adhesion or cohesion, or do not cure, provided sealant has been installed per manufacturer's recommendations. 3. Warranty Exclusions: Failure resulting from excessive movement, concrete shrinkage, structural cracks or defects, faulty construction, faulty design, faulty materials (other than joint sealants), improper installation, misuse of structure, settlement, or accident, fire, or other casualty or physical damage. 2.4 GROUTED JOINTS AT WEATHER DANCE FOUNTAIN A. Hydroment grout color with black admixture. Contractor to provide samples of grout color to landscape architect. PART 3 - EXECUTION 3.1 PREPARATION OF CONCRETE SUB -SLAB A. Inspect existing concrete sub -slab, new concrete sub -slab, and sub -slab patching to ensure surface is clean and built in conformance with Drawings and manufacturer's recommendations for substrate surface preparation for Bonded Mortar Setting Bed materials. N B. Verify elevation difference between concrete sub -slab and adjacaut finissrades to ensure pavers can be installed flush with adjacent surfaces. on -q a* 3.2 MORTAR SETTING BED i r A. Verify 1" (25mm) nominal bed thickness has been allowed. m -v M o� 3 0 B. Apply LATICRETE® 254 Platinum with flat trowel as a slurry bond corf appraaf nnately 1/ 16" (1. 5mm) thick over clean concrete sub -slab in compliance with curcIDnt revision of ANSI Al 08.1 A (2.2 and 5.2). C. Place LATICRETE 3701 Fortified Mortar Bed mixed with water over slurry bond coat while LATICRETE 254 Platinum slurry bond coat is wet and tacky and screed to a thickness of 1 to 1-1/2 inches (25 to 38 mm), taking care that moisture content remains constant and density is loose and uniform until pavers are set and compacted. D. Spread LATICRETE 254 Platinum with flat trowel over surface of "green"/fresh mortar bed as a slurry bond coat approximately 1/ 16" (1.5mm) thick. Treat leveling course with herbicide to inhibit growth of grass and weeds. 3.3 PLACEMENT OF PAVERS A. Apply LATICRETE 254 Platinum slurry bond coat to bottom of granite paver and place each piece while slurry bond coats are wet and tacky. Set pavers with a joint width of 1/4 inch, being careful not to disturb leveling base. Use string lines to keep straight lines. GRANITE PAVING 321400-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements C Sawcut and core drill pavers as need to field -fit to existing utility castings and adjacent edges. D. Beat with a hardwood block or rubber mallet to level/embed pieces before mortar bed takes initial set. Clean excess mortar/adhesive from finished surfaces. 3.4 GROUT JOINTS A. Allow pavers to cure a minimum of 24 hours @ 70° F (21'C). B. Verify grout joints are free of dirt, debris or tile spacers. Sponge or wipe dust/dirt off veneer face and remove any water standing in joints. Apply grout release to face of absorptive, abrasive, non -slip or rough textured ceramic tile, pavers, bricks, or trim units that are not hot paraffin coated to facilitate cleaning. Surface temperature must be between 40-90° F (4-32°C). C. Back -Up Material: 1. Install appropriate size backer rod, larger than joint where necessary per manufacturer's recommendations, and in manner to provide concave sealant profile. 2. Where joint depth does not permit installation of backer rod, install adhesive - backed polyethylene bond -breaker tape along entire back of joint to prevent 3 -sided adhesion of joint sealant. ' D. Install Hydroment grout per manufacturer's instructions and spemificatkws. K?r*i E. Inspect joint for pinholes/voids and repair them with freshly mi yC 1roq?. Wit*o*Q4 hours, check for remaining haze and remove it with warm soaji &ptemnd nylon scrubbing pad, using a circular motion, to lightly scrub saes q9d dil�}'e haze/film. Do not use acid cleaners on latex portland cemeniam t leis thruLin days old. y� W CA F. During execution of Work, inspect Work to assure compliance with manufacturer's guidelines, these Specifications when they exceed manufacturer's guidelines, and good construction practice. 1. Refer to latest revision of ASTM C1521 for test methods and frequency. 2. Allow inspections of Work and assist in testing requested by manufacturer's representative and Architect. G. Non -Compliant Work: If inspections reveal non-compliant Work or Work that was not installed per Specifications, and/or manufacturer requirements, remove adjacent Work until a location is reached where installation was performed properly. Assist in spot-checking of remainder of Work. H. Protect Work from contaminating substances and damage resulting from other construction operations or other causes so that sealed joints are without deterioration or damage at time of Project completion. 3.5 JOINT -SEALANT INSTALLATION GRANITE PAVING 32 1400-5 City of Iowa City Pedestrian Mall Improvements A. Examination: Genus Project No. 16034 Inspect areas involved in Work to establish extent of Work, access, and need for protection of surrounding construction. 2. Examine joints for defects that would adversely affect quality of installation. 3. Provide additional joint preparation, beyond that outlined in Specifications, as required by sealant manufacturer and Architect's recommendations based on mock-ups and field adhesion tests. B. Preparation 1. Remove loose materials and foreign matter that impair adhesion of joint sealant. 2. Clean joints as required to expose sound surface free of contamination and laitance. 3. Ensure structurally sound surfaces, dry, clean, free of dirt, moisture, loose particles, oil, grease, asphalt, tar, paint, wax, rust, waterproofing, curing and parting compounds, membrane materials, and other foreign matter. b. Allow primer to dry before applying joint sealants. Depending on temperature and humidity, primer will be tack free in 15 to 120 minutes. C. Prime and seal on some workday. D. Installation Back -Up Material: a. Install appropriate size backer rod, larger than joint where necessary per manufacturer's recommendations, and in manner to provide concave sealant profile. b. Where joint depth does not permit installation of backer rod, install adhesive -backed polyethylene bond -breaker tape along entire back of joint to prevent 3 -sided adhesion of joint sealant. GRANITE PAVING 32 1400-6 4. Concrete, Stone, and Other Masonry: co gL5. Clean by grinding, sandblasting, or wire brushing r�icp scl surface free of contamination and laitance. c7-< r finishes that intm&m -.4c*)o+ 6. Remove other protective coatings or could waladh i n. FD= *7 _ C. Priming y CA J 1. Where circumstances or substrates require primer, comply with the following requirements: a. Apply primer full strength with brush or clean, lint -free cloth. Apply primer to a light, uniform coating. Porous surfaces require more primer. Do not over apply. Do not apply primer onto face of substrate. b. Allow primer to dry before applying joint sealants. Depending on temperature and humidity, primer will be tack free in 15 to 120 minutes. C. Prime and seal on some workday. D. Installation Back -Up Material: a. Install appropriate size backer rod, larger than joint where necessary per manufacturer's recommendations, and in manner to provide concave sealant profile. b. Where joint depth does not permit installation of backer rod, install adhesive -backed polyethylene bond -breaker tape along entire back of joint to prevent 3 -sided adhesion of joint sealant. GRANITE PAVING 32 1400-6 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements E. Sealant: 1. Verify that temperature and moisture conditions are within manufacturer's acceptable limits. 2. Using fresh sealant and equipment that is in proper working order, completely fill joint with sealant, filling from bottom up to avoid entrapping air. 3. Using clean, dry tool with rounded edge, and of appropriate width for each joint, tool freshly installed sealant to provide preferred concave profile, to ensure intimate contact between sealant and substrate, and to provide neat appearance. Where surface aggregate does not permit proper tooling, install sealant and backer rod so that face of joint is recessed behind exposed aggregate, and sealant is bonded to firm, even surface. 4. Use dry tooling method. Do not use tooling agents such as soapy water or solvents that have not been approved by sealant manufacturer. F. Curing Time G. a Curing of joint sealants varies with temperature and humidity. The following times assume 75 degrees F (24 degrees C), 50 percent relative humidity, and joints 1/2 inch (13 mm) wide by 1/4 inch (6 mm). a. Skins: Overnight or within 24 hours. b. Functional: Within 3 days. C. Full Cure: Approximately 1 week. Inspection During execution of Work, inspect Work to assure manufacturer's guidelines, these Specifications wh manufacturer's guidelines, and good construction practi, a. Refer to latest revision of ASTM C1521 for test methoc b. Allow inspections of Work and assist in te, requested by manufacturer's representativ compljirce with 3 thEM exceed lEca � 'Urid f % uenl.! Rn opri� Arcnite<9 z Non -Compliant Work: If inspections reveal non-compliant Wore WQ�c thcas not installed per Specifications, and/or manufacturer recjaremeg, remove adjacent Work until a location is reached where installation properly. Assist in spot-checking of remainder of Work. I. Cleaning 1. Remove uncured sealant and joint filler with xylene, toluene, MEK, or other sealant manufacturer approved cleaning agent. 2. Remove cured sealant by cutting with sharp -edged tool. 3. Remove thin films by abrading. 4. Remove debris related to application of sealants from Project site per applicable regulations for hazardous waste disposal. J. Protection GRANITE PAVING 32 14 00 - 7 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 1. Protect Work from contaminating substances and damage resulting from other construction operations or other causes so that sealed joints are without deterioration or damage at time of Project completion. 3.6 EXPANSION AND CONTROL JOINTS A. Provide control or expansion joints as located in contract drawings and in full conformity, especially in width and depth, with architectural details: 1. Substrate joints must carry through, full width, to surface granite paving. 2. Install expansion joints in granite paving over construction/cold joints or control joints in substrates. 3. Install expansion joints where granite paving abuts restraining surfaces (such as perimeter walls, curbs, columns), and changes in plane and corners. 4. Joint width: +/-'/z" 5. Joint width: depth -2:1 but joint depth must be Z'/a' (3mm) and 5'/," (12mm). 6. Layout (field defined by joints): 1:1 length: width is optimum but must be:5 2:1. Remove all contaminants and foreign material from joint spaces/surfaces, such as dirt, dust, oil, water, frost, setting/grouting materials, sealers and old sealant/backer. 7. Use LATICRETE® LatasilTM 9118 Primer for permanent wet area applications. 8. Install appropriate backing material (e.g. closed cell backer rod) based on expansion joint design and as specified. Apply masking tape to face of tile, brick or stone veneer. Use caulking gun, or other applicator, to completely fill joints with LATICRETE® LotasilTm sealant. Within 5-10 minutes of filling joint, 'tool' sealant surface to a smooth finish. Remove masking tape immediately after tooling joint. Wipe smears or excess sealant off the face of non -glazed tile, brickivone or other absorptive surfaces immediately. o �� W 3.7 CLEAN UP r A. Remove all excess materials and debris from site. -<� = M END OF SECTION 32 14 00 CJI GRANITE PAVING 321400-8 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 SECTION 32 1413 UNIT PAVERS ON BITUMEN SETTING BED AT CLINTON STREET CROSSWALKS PART 1 - GENERAL 1.01 SUMMARY A. Furnish labor, materials, tools and equipment to install unit pavers on bituminous setting beds.over PCC base at Clinton Street crosswalks. B. Pavers shall be Hanover's Traditional Prest Brick, Natural Finish, 3/16" Beveled top edge, 4" x 8", 8CM thickness. C. Related Sections include the following: Division 32 Section "Concrete Paving" for concrete base under unit pavers and for cast -in-place concrete curbs and gutters serving as edge restraint for unit pavers. 1.02 REFERENCES A. American Society of Testing Materials: 1. C136 Method for Sieve Analysis for Fine and Coarse Aggregate. m 2. C 33 Specification for Concrete Aggregates. CDc� 'n —n D� urno .�. B. Interlocking Concrete Paving Institute.t r 1.03 QUALITY ASSURANCE `fir = M "x Q A. Installation shall be performed only by skilled workers with sati%ctoraecord of performance on paving projects of comparable size and quality. . J B. Source Limitations: Obtain each type of unit paver, joint material and setting material from single source with resources to provide materials and products of consistent quality in appearance and physical properties. C. Mockups: Install 5'x5' mockup of paver area to verify selections made under sample submittals and to demonstrate aesthetic effect and set quality standards for materials and execution. Demonstration of all cuts, joints and edging shown on contract documents for approval by City Engineer. D. Approved mockups may become part of the completed work if undisturbed at time of substantial completion. Contractor is responsible to construct a mock-ups until it meets the requirements of the drawings and specifications. Rejected mock-ups shall be rebuilt at no additional cost to the owner. E. Preinstallation conference: Conduct conference at project site. UNIT PAVERS ON BITUMEN SETTING BED 32 1413-1 City of Iowa City Pedestrian Mall Improvements 1.04 SUBMITTALS Genus Project No. 16034 A. Concrete Pavers: Submit manufacturer's catalog product data and installation instructions, and material safety data sheets for the safe handling of the specified materials and products. Concrete Paver Samples: Submit samples for each unit paver indicated. Three representative full-size samples of each paver type, thickness, color and finish that indicate the range of color variation and texture expected upon project completion. C. Submit material certificates for joint fill materials and bitumen setting bed materials. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver specified unit pavers to the site in manufacturer's original, unopened and undamaged container packaging with identification labels intact. B. Unload unit pavers at job site in such a manner that no damage occurs to the product and in a location approved by the City Engineer. C. Store pavers on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. Store and protect materials free from mud, dirt and other foreign nmerials. am D. Sand will be covered with waterproof covering to prevent expos gncMr rermwl by rain or wind. The covering shall be secured in place. W ..� n� r E. Damaged unit pavers, as determined by the City Engineer, will %2plae d ni ihC Contractor's expense. rn o � Q F. Store asphalt cement and other bituminous materials in tightly cl ed co,%ainers. 1.06 PROJECT/ SITE CONDITIONS A. Install concrete pavers only on unfrozen Bitumen setting bed. B. Do not install setting bed and/or unit pavers during heavy rain or snowfall. C. Do not install frozen materials or on frozen subgrade. D. Cold -Weather Protection: Do not use frozen materials or materials mixed or coated with ice or frost. Remove and replace unit paver work damaged by frost or freezing. E. Weather limitations for bituminous setting bed: 1. Install bituminous setting bed only when ambient temperature is above 40 degree F for 24 hour period and when base is dry. 2. Apply asphalt adhesive only when apply asphalt adhesive only when ambient temperature is above 50 deg F and when temperature has not been below 35 deg F for 12 hours immediately before application. Do not apply when setting UNIT PAVERS ON BITUMEN SETTING BED 321413-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements bed is wet or contains excess moisture. 1.07 CONCRETE PAVER OVERAGE AND ATTIC STOCK A. Provide a minimum of 57o additional material for overage to be used during construction. B. Contractor to provide 100 square feet of each product and size used to owner for maintenance and repair. Furnish pavers from the same production run as installed materials. C. Manufacturer to supply maintenance manuals for concrete paver units. PART 2 - PRODUCTS 2.01 MANUFACTURED PAVER UNITS A. Unit pavers shall be manufactured by Hanover Architectural Products, 5000 Hanover Road, Hanover, PA, 17331. Tel 800/426-4242. Contact: Beth Gallagher. B. Hanover Traditional Prest Brick, Natural Finish, 3/16" Beveled Top Edge, 4" x 8", 8CM thickness. 1. Color: Russet Blend 2.02 PORTLAND CEMENT CONCRETE [ PCC ] BASE A. Base will consist of 9" Class'C' Portland Cement Concrete. Referepce SEion 32 13 13. Use coarse aggregate of Class 3 durability or better. CD co Tn n -f Cr � 2.03 BITUMINOUS SETTING -BED MATERIALS [ CLINTON STREET CROSSWALKS ] :;C -)I"' r .rn _V A. Mixture: Proportion mix using 7% asphalt binder and 93% fine aggreg ppifflion p Ch ton in the approximate ratio of 145 pounds asphalt binder to P(wnds k,?d Maintain mix temperature at approximately 250 degrees F during p acemealt 14 B. Asphalt Binder: Use asphalt binder complying with Section 7020 with a performance grade of PG 58-28 or 64-22. C. Fine Aggregate: Use clean, hard sand with durable particles free from adherent coating, lumps of clay, alkali salts, and organic matter. Use sand that is uniformly graded from coarse to fine with all passing the No. 4 sieve and meeting AASHTO T 27. D. Neoprene -Modified asphalt adhesive: paving manufacturer's standard adhesive consisting of oxidized asphalt combined with 2 percent neoprene and 10 percent long-fibered mineral fibers containing no asbestos. 2.04 JOINTMATERIAL A. Dry sand -cement mixture consisting of one part masonry cement complying with ASTM C 91 and three parts sand complying with ASTM C 144 and passing the No. 16 UNIT PAVERS ON BITUMEN SETTING BED 321413-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 sieve. Provide samples of colored cement to match unit pavers to Landscape Architect. PART 3 • EXECUTION 3.01 EXAMINATION A. Examine areas indicated to receive paving, with installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. 1. Verify the concrete undedayment thickness, strengths, surface tolerances and elevations conform to specified requirements. 2. Verify that the bitumen setting bed materials, thickness, compacted density, surface tolerances and elevations conform to the specified requirements. 3. Verify that concrete surfaces to receive the bitumen bedding material are free of dust, oil, grease, paint, wax, curing compounds, primer, sealers, form release agents, from cracks over 3/16 in. in width or any deleterious substances and debris which may prevent or reduce bonding. 4. Conduct moisture tests to verify that concrete surfaces are cured, free from hydrostatic pressure and having a moisture content of less than 5%. 5. Provide written density test results for soil subgrade and concrete underlayment P.S.I. testing. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION FOR PAVERSCD c m : C7 r" "n A. Remove substances from concrete substrates that could impaRM4nr b including curing and sealing compounds, form oil and laitance. C7-< 1 M B. Inspect PCC Concrete base to ensure surface is clean and built in rm&ce wit{ the plans. �x77 lJ v ut C. Verify elevation difference between PCC Concrete base and adjoceAt finish surface to ensure pavers can be installed flush with bordering pavement. 3.02 BITUMINOUS SETTING -BED APPLICATIONS A. Concrete Base Preparation: Fill any cracks under 3/16 in. (5 mm) wide with mortar. Sweep the surface clean. B. Apply primer to concrete slab or binder course immediately before placing setting bed. C. Prepare for setting -bed placement by locating 1 -inch deep control bars approximately 11 feet apart and parallel to one another, to serve as guides for striking board. Adjust bars to subgrades required for accurate setting of paving units to finished grades indicated. D. Place bituminous setting bed where indicated, in panels, by spreading bituminous UNIT PAVERS ON BITUMEN SETTING BED 321413-4 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 material between control bars. Spread mix at a minimum temperature of 250 deg F. Strike setting bed smooth, firm, even, and not less than 3/4 inch thick. Add fresh bituminous material to low, porous spots after each pass of striking board. After each panel is completed, advance first control bar to next position in readiness for striking adjacent panels. Carefully fill depressions that remain after removing depth -control bars. E. Apply neoprene -modified asphalt adhesive to cold setting bed by squeegee or trowel to a uniform thickness of 1/16 inch. Proceed with setting of paving units only after adhesive is tacky and surface is dry to touch. F. Place pavers carefully by hand in straight courses, maintaining accurate alignment and uniform top surface. Protect newly laid pavers with plywood panels on which workers can stand. Advance protective panels as work progresses, but maintain protection in areas subject to continued movement of materials and equipment to avoid creating depressions or disrupting alignment of pavers. If additional leveling of paving is required, and before treating joints, roll paving with power roller after sufficient heat has built up in the surface from several days of hot weather. 3.03 INSTALLATION OF PAVERS A. Provide concrete pavers using laying pattern: Running bond, long side running north -south. B. Do not use concrete pavers with chips, cracks, voids, discolorations4nd other defects that might be visible in finished work. _ o C. Mix concrete pavers from a minimum of three (3) bundles simuC)Qo4 draw the paver vertically rather than horizontally, as they are placed, pll u un blend of colors and textures. :cm -o M D. Adjust laying pattern at pavement edges such that cutting 60.Igav minimized. Cut all pavers exposed to vehicular tires no smaller tbdRrbn6Third o a whole paver. 3' N E. Use string lines or chalk lines on setting bed sand to hold all pattern lines true. Set surface elevation of pavers 1/8 in. above adjacent drain inlets. G. Place pavers with tight joints, 1/32 in. (1 mm) wide to achieve straight bond lines. Tolerances: do not exceed 1/ 1 6 -inch unit -to -unit offset from flush (lippage) nor 1/8 inch in 24 inches and 1/4 inch in 10 feet from level, or indicated slope, for finished surface of paving. Good alignment must be kept and the pattern shall be as shown on the plans. Prevent joint (bond) lines from shifting more than 1/2 in. over 50 ft, from string lines. All pavers will be cut with a masonry saw to provide clean, sharp, unchipped edges. Cut units to provide pattern indicated and to fit adjoining work neatly. Use full units without cutting where possible. Hammer cutting is not acceptable. Dust control may be required at the discretion of the City Engineer. Where full pavers are not possible, UNIT PAVERS ON BITUMEN SETTING BED 321413-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 consult with Landscape Architect to determine where cutting shall occur, before pattern is started. Adjust pattern at pavement edges such that cutting of edge pavers is minimized. All cut pavers exposed to vehicular tires shall be no smaller than one-third of a whole paver. L. Prevent all traffic on installed concrete pavers until joint sand has been vibrated into joints. Keep skid steer and forklift equipment off newly laid pavers that have not received initial compaction and joint sand. M. Remove any cracked or structurally damaged pavers and replace with new units prior to installing joint sand material. [1161 E11021 Be A. FII joints by sweeping a dry mixture of sand/cement joint fill into paverjoints until joints are filled. Remove excess sand/cement after joints are filled. 3.05 FIELD QUALITY CONTROL _ o A. Verify final elevations for conformance to the drawings after swe_*+�g tjW surface clean. D,=,r t� ■ 1 1. Prevent final concrete paver finished grade elevations from deviantm� thq�/- 3/8 in. under a 10 ft straight edge or indicated slope, for finished;5ppceZ pai" B. Lippage: No greater than 1/32 in. difference in height between cffcrete-47aveall adjacent paved surfaces. c l 3.06 REPAIR AND CLEAN-UP A. Remove and replace unit pavers that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Provide new units to match adjoining units and install in same manner as original units, with same joint treatment and with no evidence of replacement. B. Cleaning: Remove excess dirt, debris, stains, grit, etc. from exposed paver surfaces; wash and scrub clean in accordance with the manufacturer's written recommendations. C. Sweep excess sand/cement mixture from surfaces and remove from site. D. Remove all excess materials and debris from site. 3.07 PROTECTION A. Protect completed work from damage due to subsequent construction activity on the site. UNIT PAVERS ON BITUMEN SETTING BED 321413-6 City of Iowa City Pedestrian Mall Improvements END OF SECTION Genus Project No. 16034 N O_ t� m T �C-) m D� ao 1C) CJS .<r m 3 o � x D cn r M 0 UNIT PAVERS ON BITUMEN SETTING BED 321413-7 City of Iowa City Pedestrian Mall Improvements PART 1 - GENERAL 1.01 SUMMARY A. B. C. D. E. Genus Proiect No. 16034 SECTION 32 14 13 UNIT PAVERS ON SAND SETTING BED [ AT PEDESTRIAN MALL ] Furnish labor, materials, tools and equipment to install unit pavers on sand setting bed over vault lid. Furnish labor, materials, tools and equipment to install unit pavers on sand setting bed over PCC sub -slab across Pedestrian Mall. Pavers shall be Hanover's Traditional Prest Brick, Natural Finish, 3/16" Beveled top edge, 4" x 8", 8CM thickness. Existing brick pavers shall be salvaged and delivered to the City storage facility Related Sections include the following: 1. Division 32 Section "Concrete Paving" for concrete base ui and for cast -in-place concrete curbs and gutters serving for unit pavers. 1.02 REFERENCES A. American Society of Testing Materials: 0 m C 136 Method for Sieve Analysis for Fine and Coarse Aggregate. 2. C 33 Specification for Concrete Aggregates. B. Interlocking Concrete Paving Institute. 1.03 QUALITY ASSURANCE A. Installation shall be performed only by skilled workers with satisfactory record of performance on paving projects of comparable size and quality. B. Source Limitations: Obtain each type of unit paver, joint material and setting material from single source with resources to provide materials and products of consistent quality in appearance and physical properties. C. Mockups: Install 5' x 5' mockups of each paver type and each paving pattern to verify selections made under sample submittals and to demonstrate aesthetic effect and set quality standards for materials and execution. Demonstration of all cuts, joints and edging shown on contract documents for approval by City Engineer. D. Approved mockups may become part of the completed work if undisturbed at time of substantial completion. Contractor is responsible to construct a mock-ups until it UNIT PAVERS ON SAND SETTING BED 321413-1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 meets the requirements of the drawings and specifications. Rejected mock-ups shall be rebuilt at no additional cost to the owner. E. Preinstallation conference: Conduct conference at project site. 1.04 SUBMITTALS A. Concrete Pavers: Submit manufacturer's catalog product data and installation instructions, and material safety data sheets for the safe handling of the specified materials and products. B. Concrete Paver Samples: Submit samples for each unit paver indicated. Three representative full-size samples of each paver type, thickness, color and finish that indicate the range of color variation and texture expected upon project completion. C. Joint Sand and Setting Bed Sand: Submit test results for sieve analysis per ASTM C 136 conforming to grading requirements of ASTM C 144. D. Submit material certificates for joint fill materials. o OD m Wn E. Subbase Aggregate: Test results from an independent testing atliy for�eue analysis per ASTM C 136. m r rn F. Paving Installation Contractor: Job references from a minimuria- thrM prs similar in size and complexity. Provide Owner/Client/Generalfractpr a7res, address, phone and email address. _" LnI 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver specified unit pavers to the site in manufacturer's original, unopened and undamaged container packaging with identification labels intact. B. Unload unit pavers at job site in such a manner that no damage occurs to the product and in a location approved by the City Engineer. C. Store pavers on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. Store and protect materials free from mud, dirt and other foreign materials. D. Sand will be covered with waterproof covering to prevent exposure and/or removal by rain or wind. The covering shall be secured in place. E. Damaged unit pavers, as determined by the City Engineer, will be replaced at the Contractor's expense. 1.06 PROJECT / SITE CONDITIONS A. Install concrete pavers only on unfrozen and dry setting bed sand. UNIT PAVERS ON SAND SETTING BED 321413-2 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements B. Do not install setting bed sand and/or unit pavers during heavy rain or snowfall. C. Do not install frozen materials or on frozen subgrade. D. Cold -Weather Protection: Do not use frozen materials or materials mixed or coated with ice or frost. Remove and replace unit paver work damaged by frost or freezing. 1.07 CONCRETE PAVER OVERAGE AND ATTIC STOCK A. Provide a minimum of 5% additional material for overage to be used during construction. B. Contractor to provide 100 square feet of each product and size used to owner for maintenance and repair. Furnish pavers from the same production run as installed materials. C. Manufacturer to supply maintenance manuals for concrete paver units. PART 2 - PRODUCTS 2.01 MANUFACTURED PAVER UNITS A. Unit pavers shall be manufactured by Hanover Architectural Prooycts, 51060 Hanover Road, Hanover, PA, 17331. Tel 800/426-4242. Contact: BL$L�GaRbherm. B. Hanover Traditional Prest Brick, Natural Finish, 3/16" Beveled Top 1:84, 4wR 8", 86M thickness.-tn m r- 1. 1. Color: Charcoal�m M 2. Color: Limestone Gray 3. Color: Natural / Charcoal Blend 4. Color: Russet Blend u1 J 2.02 PORTLAND CEMENT CONCRETE [ PCC ] BASE A. Base will consist of 8" Class 'C' Portland Cement Concrete. Reference Section 32 13 13. Use coarse aggregate of Class 3 durability or better. 2.03 SETTING BED SAND AND JOINT SAND A. Joint Sand 1. Washed, clean, non -plastic, free from deleterious or foreign matter, symmetrically shaped, natural or manufactured from crushed rock. 2. Do not use limestone screenings, stone dust, or sand for the joint sand material that does not conform to the grading requirements of ASTM C 33. Gradation as shown in Table 1 below. 3. Utilize sands that are as hard as practically available where concrete pavers are subject to vehicular traffic. UNIT PAVERS ON SAND SETTING BED 321413-3 City of Iowa City Pedestrian Mall Improvements Table 1 - JOINT SAND Gradation Requirements for Joint Sand ASTM C 144 Sieve Size No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (0.600 mm) No. 50 (0.300 mm) No. 100 (.150 mm) No. 200 (.075 mm) Natural Sand Percent Passing 100 95 to 100 70 to 100 40 to 75 10 to 30 2 to 15 0 to 1 Genus Project No. 16034 Manufactured Sand Percent Passing 100 95 to 100 70 to 100 40 to 75 20 to 40 10 to 25 0 to 10 B. Setting Bed Sand at Pedestrian Mall: m 1. Washed, clean, non -plastic, free from deleterious 6Pirein rrffl"r, symmetrically shaped, natural or manufactured from crusheogik. W ..� 2. Do not use limestone screenings, stone dust, or sand mate$aKthat doermt conform to grading requirements of ASTM C33 with modifitr 90n s sho Table 2. 01:1K = 0 f Y N Table 2 - SETTING BED SAND m Gradation Requirements for Setting Bed Sand ASTM C 33 Sieve Size 3/8 in. (9.5 mm) No. 4 (4.75 mm) No. 8 (2.36 mm) No. 16 (1.18 mm) No. 30 (600 um) No. 50 (300 um) No. 100 (150 um) Percent Passing 100 95 to 100 85 to 100 50 to 85 25 to 60 10 to 30 2 to 10 C. Geotextile Fabric: Nonwoven geotextile fabric at each weep hole. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine areas indicated to receive paving, with installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. 1. Verify location of weep holes. 2. Verify that Geotextiles have been placed according to drawings and specifications. 3. Verify the concrete underlayment has cured. 4. Verify the concrete undertayment thickness, strengths, surface tolerances and elevations conform to specified requirements. 5. Provide written density test results for soil subgrade and concrete underiayment P.S.I. testing. UNIT PAVERS ON SAND SETTING BED 32 1413-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 PREPARATION FOR PAVERS A. Inspect PCC Concrete base to ensure surface is clean and built in conformance with the plans. Stockpile setting bed sand and joint sand such that they are free from standing water, uniformly graded, free of any organic material or sediment, debris, and ready for placement. C. Verify that base and geotextile is ready to support sand and pavers and imposed loads. D. Keep area where pavement is to be constructed free from sediment firing we job. 0) �. y...t E. Verify elevation difference between PCC Concrete base ar —6djapent %rdsl surface to ensure pavers can be installed flush with bordering paveEnt.-0 -% Q 3.02 INSTALLATION OF SETTING BED SAND o A. Provide and spread Setting Bed Sand evenly over the Concrete Ur erlayrUnnt and screed to a nominal thickness of 1 in. (25 mm). m 1. Protect screeded Setting Bed Sand from being disturbed by either pedestrian or vehicular traffic. 2. Screed only the area which can be covered by pavers in one day. 3. Do not use Setting Bed Sand material to fill depressions greater in the base surface. B. Keep moisture content constant and density loose and constant until Concrete Pavers are set and compacted. C. Screed the Setting Bed Sand using either an approved mechanical spreader (e.g.: an asphalt paver) or by the use of screed rails and boards. D. Carefully maintain spread Setting Bed Sand in a loose condition, and protected against incidental compaction, both prior to and following screeding. Loosen any incidentally compacted sand or screeded sand left overnight before further paving units are placed. E. Provide lightly screeded Setting Bed Sand in a loose condition to the predetermined depth, only slightly ahead of the paving units. F. Fully protect screed Setting Bed Sand against incidental compaction, including compaction by rain. Remove any screeded Setting Bed Sand that is incidentally compacted prior to laying of the paving units. Do not permit either pedestrian or vehicular traffic on the screeded Setting Bed Sand. G. Inspect the Setting Bed Sand course prior to commencing the placement of the Concrete Pavers. Acceptance of the Setting Bed Sand occurs with the initiation of Concrete Paver placement. UNIT PAVERS ON SAND SETTING BED 32 1413-5 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.03 INSTALLATION OF PAVERS A. Provide concrete pavers using laying pattern as indicated on plans. B. Do not use concrete pavers with chips, cracks, voids, discolorations, and other defects that might be visible in finished work. C. Mix concrete pavers from a minimum of three (3) bundles simultaneously drawing the paver vertically rather than horizontally, as they are placed, to produce uniform blend of colors and textures. D. Adjust laying pattern at pavement edges such that cutting of edge pavers is minimized. Cut all pavers no smaller than one-third of a whole paver. E. Use string lines or chalk lines on setting bed sand to hold all pattern lines true. F. Set surface elevation of pavers 1/8 in. above adjacent drain inlets. G. Place pavers with tight joints, 1/32 in. (1 mm) wide to achieve straight bond lines. 2; H. Tolerances: do not exceed 1/1 6 -inch unit -to -unit offset from fl(lipp e) nor 1/8 inch in 24 inches and 1/4 inch in 10 feet from level, or indicat dop r find d surface of paving. 3p;;; OD I. Good alignment must be kept and the pattern shall be as sf5 on the 1"s. Prevent joint (bond) lines from shifting more than ''/z in. over 50 ft. C:) lin 0 J. All pavers will be cut with a masonry saw to provide clean, sharp,,vchip"d edges. Cut units to provide pattern indicated and to fit adjoining work neatly. "Ib full units without cutting where possible. Hammer cutting is not acceptable. Dust control may be required at the discretion of the City Engineer. Where full pavers are not possible, consult with Landscape Architect to determine where cutting shall occur, before pattern is started. K. Prevent all traffic on installed concrete pavers until joint sand has been vibrated into joints. Keep skid steer and forklift equipment off newly laid pavers that have not received initial compaction and joint sand. L. Vibrate Concrete Pavers into leveling course with a low -amplitude plate vibrator capable of a to 5000-lbf (22-kN) compaction force at 80 to 90 Hz. Perform at least three passes across paving with vibrator. Vibrate under the following conditions: 1. After edge pavers are installed and there is a completed surface or before surface is exposed to rain. 2. Compact installed Concrete Pavers to within 6 feet (2 meters) of the laying face before ending each day's work. Cover Concrete Pavers that have not been compacted and leveling course on which pavers have not been placed, with nonstaining plastic sheets to prevent Setting Bed Sand from becoming disturbed. M. Protect face mix concrete paver surface from scuffing during compaction by utilizing a urethane pad. UNIT PAVERS ON SAND SETTING BED 321413-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Remove any cracked or structurally damaged pavers and replace with new units prior to installing joint sand material. 3.04 JOINT SAND A. Provide, spread and sweep dry joint sand into joints immediately after vibrating pavers into setting bed sand course until full. Vibrate pavers and add joint sand material until joints are completely filled then remove excess material. This will require at least 4 passes with a plate compactor. B. Leave all work to within 3 ft. of the laying face fully compacted with sand -filled joints at the completion of each day. C. Remove excess joint sand broom clean from surface when installation is complete. 3.05 FIELD QUALITY CONTROL A. Verify final elevations for conformance to the drawings after sweeping the surface clean. 1. Prevent final concrete paver finished grade elevations from deviating more than +/- 3/8 in. under a 10 ft straight edge or indicated slope, for finished surface of paving. B. Lippage: No greater than 1/32 in. difference in height betweer;eoncr% pavers and adjacent paved surfaces. *n m "n >=4 W 3.06 REPAIR AND CLEAN-UP —dn .<rn A. Remove and replace unit pavers that are loose, chippe%Jrokgr, stdEod, or otherwise damaged or that do not match adjoining unit rovid,%new units to match adjoining units and install in same manner as original units, meth same joint treatment and with no evidence of replacement. B. Cleaning: Remove excess dirt, debris, stains, grit, etc. from exposed paver surfaces; wash and scrub clean in accordance with the manufacturer's written recommendations. C. Sweep excess sand/cement mixture from surfaces and remove from site. Remove all excess materials and debris from site. 3.07 PROTECTION A. Protect completed work from damage due to subsequent construction activity on the site. END OF SECTION UNIT PAVERS ON SAND SETTING BED 321413-7 City of Iowa City Pedestrian Mall Improvements SECTION 32 18 13 SYNTHETIC GRASS SURFACING AT PET STATION PART 1 -GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 0l Specification Sections, apply to this Section. 1.2 SUMMARY A. The contractor shall provide all labor, materials, equipment and to= necessary for the complete installation of a "no -in -fill"" synthetic grossEio suc4ce On a stable draining base. The complete synthetic grass system shansi1&f, b 1 t necessarily be limited to, the following: y 1. Area of construction with the extent of artificial turfSt1hoTh or"V drawings. -Crn -V 2. Subgrade, base, and drainage construction as specifie ec ion 2 9z Section 3 of this document. 3. Quality synthetic grass product manufactured in the USA acc�ding to specifications in Section 2 of this document. Product shall be a knitted synthetic grass product (not tufted) and contain an antimicrobial agent while meeting or exceeding all guidelines as established herein. For characteristics not specifically stated, shall meet or exceed all guidelines published by the Synthetic Turf Council. 4. The synthetic grass surface shall be specifically designed, manufactured and installed for the intended use as a commercial/high use dog surfacing solution. 5. Plastic perimeter boards (typically 2" x 4" set vertically) are to surround the entire area for anchoring of the turf. The top edge of this surface is to be a minimum of ''/Z" below any adjacent solid surfaces where there could be foot traffic. 6. Stainless steel staples, 1" in length, are to be used to anchor the synthetic turf to the perimeter boards. B. Related Requirements: 1. Section 312000 "Earth Work" for preparation, compaction, and grading of granular base. 1.3 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at project site. SYNTHETIC GRASS SURFACING AT PET STATION 321813-1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each type of synthetic grass surfacing indicated. 1. Turf Fabric: 12 inches square. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. One copy of the most recent installation reference list for projects of similar scope completed in last five years. B. Product Test Reports: For each synthetic grass surfacing assembly. C. Product warranty for proposed synthetic grass product. 1.6 MAINTENANCE MATERIAL SUBMITTALS A. Maintenance instructions - these instructions will include all ne&ssarMstrugJ=s for the proper care and maintenance of the newly installed sticttdrf sys�r} B. Furnish extra materials that match products installed and th �re(pack ed with protective covering for storage and identified with. Is -iAescrM contents. 1. Turf Fabric: Minimum of 75 sq. ft. i' cn -„ 1.7 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who must be experienced with no less than six completed commercial dog installations where a knitted grass surface was installed. The synthetic grass vendor shall provide a qualified installation foreman to coordinate and review the component parts of the synthetic grass system. 1.8 DELIVERY, STORAGE, AND HANDLING A. Store materials in location and manner to allow installation of synthetic grass surfacing without excess disturbance of granular base. 1.9 WARRANTY A. Special Warranty: Manufacturer agrees to repair or replace synthetic grass surfacing that fails in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Deterioration from UV light. SYNTHETIC GRASS SURFACING AT PET STATION 321813-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 2. Warranty Period: 8 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 SYNTHETIC GRASS SURFACING A. Synthetic Grass - ForeverLawn K9 Classic 1. Pile Weight: 72 oz/sy 2. Face Yarn Type: Primary: Polyethylene; Secondary: Heat set textured nylon monofilament containing antimicrobial agent 3. Yarn Count: Primary 5,000/4; Secondary 4,200/8 4. Pile Height (knitted): 3/4 inch 5. Color: Primary: Summer Green 6. Construction: Knitted 7. Antimicrobial Protection: AlphaSan (manufactured into yarn) 8. Tufting Gauge: N/A - knitted product 9. Backing: Flow-through knitted backing with light acrylic coating 10. Seaming: Turf Adhesive Vp 11. Total Product Weight: 87 oz /sy (+/- 2 oz) m 12. Finished Roll Width: 15 feet (4.6 m) o 13. Finished Roll Length: Up to 150 feet (45.72 m)�� w 14. The synthetic grass shall be delivered in 15 -foot -wide roi�j7lQe rgs wil be laid out and installed as specified in the site layout--75Pd equipmf" placement drawings. irp" 15. All seams shall be installed and secured with approved turf sivf.Seap secured with stitching alone shall not be acceptable. 16. No Infill material is to be used. J;" d B. Base and Attaching Components: Base is to be prepared using plastic 2" x 4" plastic board and secured using 1" length -" crown stainless steel staples. Turf is to be secured around all edges. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine base and other conditions, with Installer present, for compliance with requirements for installation tolerances, permeability, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. SYNTHETIC GRASS SURFACING AT PET STATION 321813-3 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.2 BASE AND DRAINAGE CONSTRUCTION A. Excavation: Existing ground cover shall be excavated to the depth established on the excavation plan. The subgrade shall also be compacted to a minimum of a 90% compaction rate. B. Plastic Nailer Board: The synthetic turf perimeter fastening structure shall be installed before the drainage aggregate. 1. Install a synthetic nailer board around perimeter and all penetrating objects. Nailer board shall be flush to grade (or as specified in site detail drawings) when adjacent to soft surface (i.e. natural grass, mulch). Nailer board shall be 1/2" belowgrade when adjacent to hard surface (i.e. concrete). C. Base Drainage Aggregate: Installation of the free draining base aggregate of 3/8" to 5/8" clean compactable angular stone (any mix with fines in excess of 2017, must be approved by manufacturer), shall follow procedures provided. If the sub- base does not permit liquids to freely percolate, auxiliary drainage is required. Base material must be installed to a minimum depth of 3'/2 inches; The drainage network and its existing elevations shall not be disrupted through ground pressures from trucks, dozers or by any other means. at 1. The stone shall be left firm and compacted while allowirQthe porosity and drainage capabilities of the aggregate profile. �n r'� in 2. The free draining base course should be designed tor p loll soil -and weather conditions. It must be installed to a minimum d f wif i an overall compaction rate of at least 90%. ;CI = M gx � 3.3 SYNTHETIC GRASS SYSTEM INSTALLATION T' CA A. Synthetic grass rolls [ 15 -foot -wide ] shall be joined via adhesive bond Warring and reinforced with specialty turf adhesive where necessary. 1. Seams shall be flat, tight and permanent with no separation or fraying. 2. Grass rolls must be installed with pile leaning the same direction. Synthetic Turf PerimeterAttachment: 1. After final layout and seaming of the synthetic grass product, the synthetic turf material shall at a minimum be secured to the top of plastic nailer board firmly anchored to curb. 2. The turf shall be attached to plastic nailer board by stainless steel staples, screws, and/or nails. SYNTHETIC GRASS SURFACING AT PET STATION 32 18 13 - 4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3. Concrete and solid surfaces should be 1/2" higherthan the top of the board. 3.4 CLOSEOUT A. The synthetic grass vendor must verify that a qualified representative has inspected the installation and that the finished surface conforms to the manufacturer's requirements. 3.5 CLEAN UP A. Contractor shall provide the labor, supplies and equipment as necessary for final cleaning of surfaces and installed items. END OF SECTION 32 18 13 SYNTHETIC GRASS SURFACING 321813-5 N 0 O m D� p • 1 r— � m 'a M Co SYNTHETIC GRASS SURFACING 321813-5 City of Iowa City Pedestrian Mall Improvements SECTION 32 84 00 IRRIGATION SYSTEM PART 1 - GENERAL 1.1 WORK INCLUDED Genus Project No. 16034 A. The work required under this section consists of furnishing all labor, materials, accessories, tools and equipment, and performing all operations necessary for the complete installation of the landscape irrigation system including but not limited to the following major items: 1. Irrigation system and related appurtenances 2. Irrigation system sleeving 3. Excavation and backfill of pipe trenches 4. Record drawings and guarantees 5. Permits and licenses b. Testing of completed system co 7. Site clean ups m a.� uo B. The Owner is to provide a 1'/z" copper water stub -out to be usecbf* tl6&, poirmf connection as indicated on the plans in a landscape area. rn rn = 1.2 QUALITY ASSURANCE q w co A. Manufacturing Qualifications: Provide landscape irrigation system as a complete unit produced by acceptable manufacturers for all portions of work, including valves, piping and accessories. B. Material and workmanship shall be in accordance with local codes and ordinances of legally constituted authorities, except where provisions of these specifications exceed such requirements, these specifications shall govern. 1.3 SEQUENCING/SCHEDULING A. Existing Utilities and Conditions: Prior to cutting into the soil, Contractor shall locate all cables, conduits, sewer, and other utilities as are commonly encountered underground, and take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, Contractor shall promptly notify the Owner's Representative who will arrange for relocation. Contractor shall proceed in the some manner if rock layer or any other conditions encountered underground make changes advisable. IRRIGATION SYSTEM 32 84 00 - 1 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 The irrigation contractor shall coordinate with the General Contractor the installation of the irrigation system components with all new utility and other work associated with this project to avoid conflicts and protect work by others. C. Install sleeves for all mainline that cross roadways, drives, sidewalks, and all other paving surfaces prior to placement of paving. It is the responsibility of the Irrigation Contractor to coordinate timing of sleeve installation and construction procedure with General Contractor to ensure proper sequencing. D. Give at least seven days' notice to the Owner's Representative and General Contractor prior to all required site visits as indicated herein. 1.4 SUBMITTALS A. Materials List: Within 30 calendar days after award of contract, and before any irrigation system materials are ordered or delivered to the job site, the Irrigation Contactor shall submit to the Owner's Representative, a complete list of all irrigation system materials proposed to be furnished and installed. 1. Show manufacturer's name and catalog cut sheet for each item. When multiple options and/ or models are shown on the material cut sheets, the Irrigation Contractor shall highlight or otherwise clearly indicate which options and/ or models are intended for the specific Project. 2. Upon approval by the Owner's Representative, the manufacturer's recommendations shall become the basis for acceptance or rejection of actual materials and methods of installation used in the work. Ne 3. Contractor shall not permit any irrigation system componen$o besought onto the job site until it has been approved by the Owner's Represw®tiv_n 4. Approval of any substitute or alternate items shall indi A on�°y thcley apparently meet the requirements of the drawings on the be &] tho%inforMtnation submitted, and shall not relieve Contractor of any responsib o p%vidEMully functional system that meets the intent and spirit of the origln8�1y sigX v :F, B. As Built Drawings: During the course of installation, the Irrigaten Co factor shall carefully show in red line on a print of the Irrigation System drawings all changes made to the Irrigation System during installation. Mark -Ups shall be legible and updated daily as changes occur. These daily updated prints shall be clean, well maintained in good condition and made readily available for inspection throughout the installation process. C. Written Maintenance Instructions: Contractor shall include all items requiring maintenance and provide manufacturer's standard maintenance specifications together with their parts lists, local material vendors and guarantees. D. Submittal of As Built Drawings: Upon completion of the Irrigation System installation, and as a condition of its acceptance and final payment to the Irrigation Contractor, the Irrigation Contractor shall deliver to the Owner, the As -Built Drawings referenced above. The Irrigation Contractor shall furnish the completed As Built Drawings in both paper (full size - 3 copies, '/2 size reduced and laminated - 1 copy). The delivery of the as -built drawings shall not relieve the Contractor of the responsibility of correcting any errors IRRIGATION SYSTEM 328400-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 that may be found in the As Built Drawings at a later date or furnishing any required information that may have been omitted. 1.5 FEES AND PERMITS A. Work under this Section shall include all fees, permits, licenses, and required inspections by concerned governing agencies. 1.6 WARRANTY AND SUBSTANTIAL COMPLETION A. All irrigation equipment including quick coupler valves and accessories shall have a three (3) year manufacturer's warranty. All other irrigation equipment, workmanship, and, supplies shall be warranted for one (1) year from date of substantial completion as agreed upon by the Owner's Representative and General Contractor. All warranties shall be turned over to the Owner. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Manufacturer: Contractor materials shall comply with all requirements and provide irrigation equipment products from only the following: 1. Irrigation quick coupler valves shall be manufactured by Hunter Industries. 'o! 2.2 DELIVERY, STORAGE AND HANDLINGn A. Manufactured materials shall be delivered in original containeR yth �frA and maker's names marked thereon. Materials in broken containers or shflAfig adider fjof damage will be rejected and must be immediately removed from tFgy%rk a 0 B. Store plastic pipe on flat pallets and protect from sunlight. ' CA co 2.3 PRESSURE PIPE A. Main Irrigation supply line. PVC plastic pipe, ASTM D 2241 Class 200 SDR 21. B. Seamless Copper Pipe: ASTM B88, Type M, drawn temper. C. Sleeving Pipe for Irrigation Supply Line: Schedule 40. PVC plastic pipe, ASTM D 1785 and D 1784, PS 21-70. D. Fittings: IRRIGATION SYSTEM 328400-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 1. For PVC plastic pipe, ASTM D 2466 socket fittings with ASTM A 2564 solvent cement. 2. Metallic: Cast bronze with standard iron pipe thread; 125 bl. class rating in conformance with ANSI 816.15. 3. Copper: ANSI B16.22 wrought copper or cast brass, recessed solder joint type fittings. E. Nipples 1 . Metallic: Schedule 40 red brass (35% copper, 15% zinc) pipe: threaded both ends. Pipe shall be in accordance with ASTM B43. 2. Plastic: Factory -threaded Schedule 80, Type 1, Grade 1 polyvinyl chloride (PVC) pipe, threaded both ends. Pipe shall be in conformance with ASTM D1784 and D1785. Color: grey. F. Pipe Connection Materials: Solvent, primer and lubricants as recommended by the manufacturer. 1. Joint compound for threaded connections is Teflon or approved equal tape; UL listed. 2. No thinning of solvent or primer is allowed in any manner whatsoever. G. Tracer Wire 1. Tracer wire shall be installed with all mainline. Tracer wire shall be 14 gauge solid, soft drawn copper meeting the requirements of ASTM Specification B-3. The wire shall have polyethylene insulation and shall be PURPLE in color. A. The backflow, prevention device and water meter shall be installed in an above ground enclosure. The water meter is to be a 1" meter provided by the City Water Department. 1 . The backflow enclosure shall be constructed from marine grade aluminum alloy with 100% stainless steel hardware. 2. Enclosure secured to mounting hardware for service and repair. Flush mounted locking mechanism and solid sheet construction ensures maximum security. 3. The enclosure is to be installed per manufacturer specifications and shall carry a five-year limited warranty. 4. The enclosure shall be a Strongbox Backflow and Pump Enclosure Model SBCC- 45AL or as required to meet City Water Department requirements. 2.6 VALVES IRRIGATION SYSTEM 328400-4 _CA 2.4 BACKFLOW PREVENTION DEVICE Q n ca A. The backflow prevention device shall be a Reduced Pressure Zone blyl s siz=n the drawings. The device shall meet all City requirements and be iraiTpdbed "an Bove ground stainless steel enclosure as show on the drawings. :'gym -0 M RM v 2.5 BACKFLOW ENCLOSURE ut m A. The backflow, prevention device and water meter shall be installed in an above ground enclosure. The water meter is to be a 1" meter provided by the City Water Department. 1 . The backflow enclosure shall be constructed from marine grade aluminum alloy with 100% stainless steel hardware. 2. Enclosure secured to mounting hardware for service and repair. Flush mounted locking mechanism and solid sheet construction ensures maximum security. 3. The enclosure is to be installed per manufacturer specifications and shall carry a five-year limited warranty. 4. The enclosure shall be a Strongbox Backflow and Pump Enclosure Model SBCC- 45AL or as required to meet City Water Department requirements. 2.6 VALVES IRRIGATION SYSTEM 328400-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements A. Manufacturer's Standard, of type and size required, and as follows: B. Quick Coupler Valve 1. The quick coupler valve shall be constructed of heavy duty red brass and stainless steel and shall have a TuffTop spring loaded locking cover. The quick coupler shall be two-piece body design to allow for field maintenance of the valve's upper seal. 2. The quick coupler shall come standard with anti -rotation stabilizer wings to improve operational durability. 3. The quick coupler keys and swivels shall be constructed of same materials and compatible with multiple manufacturer quick couplers. 4. Quick Coupler Valves shall be Hunter 33-DLRC as manufactured by Hunter Industries Incorporated, San Marcos C. Manual Drain Valves: PVC ball valves located in mainline low points and at the end of the mainline. Manual drain valves shall be installed in 10" round valve box. D. Valve Box Cover and Frame: Highline plastic valve box manufactured by Highline Products or approved equal. All valve boxes shall have green covers and shall be sized as indicated on the detail sheets. PART 3 - EXECUTION 3.1 GENERAL A. The Contractor shall install all irrigation system components in accordance with the Irrigation Plans, Details and these Specifications. O m C Schedule of Work: The Irrigation Contractor shall be responsible for piping and equipment in a manner that will affect the earliest cc in conformance with the construction progress schedules of of Trades, and these Specifications. Observations: In addition to normal progress inspection, the Co0act least seven days' notice to the Owner's Representative for inspection as 1 . Layout of the system. 2. Punch list inspection. 3.2 PROTECTION "31he .A. _ M _mall at A. The Contractor shall be responsible for storage of materials and any damage to the work covered by these Specifications before the final acceptance of the work. B. Protect work and materials from damage during construction. Storage of polyvinyl chloride (PVC) pipe and fittings shall be protected from direct sunlight. Beds on which materials are stored must be the full length of the pipe to avoid damage. Any pipe that has been damaged or dented shall not be used in the work. IRRIGATION SYSTEM 328400-5 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. Any existing structures, equipment, utilities, pavement, landscaping, etc., damaged by Irrigation Contractor during the course of the work, including any damage caused by leakage or settling of piping systems being or having been installed by them, shall be restored at Contractor's expense and to the Owner's satisfaction. D. Securely cover openings into the system and cover apparatus, equipment, and appliances, both before and after being set in place, to prevent obstruction in the pipes and the breakage, misuse or disfigurement of the apparatus, equipment or appliances. 3.3 LAYOUT AND VERIFICATION A. The Contractor shall stakeout the locations of all piping and valves in accordance with the irrigation design drawings. The Contractor shall check and verify dimensions of layout and report variations to the Owner's Representative before proceeding. Layout work as accurately as possible to the drawings. B. Minor changes in locations to the above from locations shown shall be made as necessary to avoid existing or proposed planting, piping, utilities, structures, etc., at the Contractors expense, or when directed by the Owner's Representative, providing such change is ordered before such items or work directly connected to same are installed, and providing no additional materials are required. C. The Contractor will be held responsible for the relocating of any items without first obtaining the Owner's Representative's approval. The Contractor shall remove and relocate such items, at his expense; if so directed by the Owner's Representae. o m -n D. Before starting work on irrigation system, carefully check all grades 02et%ine 73t work may safely proceed, keeping within the specified mate4P- eprhs. Contractor shall be aware of the fact that the drawings are horimftl Rbens ns. Actual measurements taken along the slope of a bank will differ frog4 ses owM the drawings. E. No fittings shall be installed on pipe underneath pavement or wars excat where noted on the Irrigation drawings. If such a need should occur, the Contractor shall bring it to the attention of the Owner's Representative. All changes shall be recorded daily on the Record Drawings. 3.4 TRENCHING AND BACKFILLING A. Provide a minimum of 18" cover over top of PVC mainline. B. Extreme caution is to be used when excavating near existing trees that are to remain. The Contractor is to hand excavate so not to damage or cut any tree roots larger than 1 inch in diameter. IRRIGATION SYSTEM 328400-6 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 C. Backfill with clean material from excavation. Remove organic material as well as rock and debris larger than 1" diameter. Irrigation piping shall have no rock or debris touching at any point along its length. A minimum of 6" clearance is required around all piping from all immovable obstructions. Place acceptable backfill material in 6" lifts, compacting each lift separately. D. Backfill trench to within 6" of finished grade. Continue fill with acceptable topsoil and compact to bring even with existing grade. Thorough compaction at each sprinkler head, valve, and piping will be required. Repair all settled areas. Boring underneath existing pavement may be required. PVC sleeving for irrigation main line shall be installed underneath all pavements. Unless otherwise indicated, comply with requirements of the Uniform Plumbing code, city specifications, and all state or local codes. 3.$ QUICK COUPLER VALVES A. All valves shall be connected to main irrigation line in a plumb position. Each valve shall be installed in a valve box so that all parts of valve can be serviced. Valve boxes shall be installed over 6" of drainage gravel and shall be set so that the cover is flush with finish grade. Thorough compaction at valve boxes is required 3.6 PIPING A. Lay pipe in properly excavated trenches. B. For all mainline piping, slope to manual drain valve and drainage pit y,4as%2"i ir4 of run. y,� W � C. Install PVC pipe in dry weather when temperature is above 40 F inac%rda with manufacturer's instructions. Allow joints to cure at least 24 hourms-enMerat above 40 F (4 C) before testing, unless otherwise recommended by mcturer. !D D. All PVC mainline shall have tracer wire installed along length of pipe Tracee&vire is to be secured to pipe every 8 feet. E. Manual Drain Valves: Install manual drain valves at all low points in main irrigation supply line. Drainage Pits: 3 cu. ft. of clean gravel, minimum 18" deep, 1-1/12" - 2" size, shall be located at all manual and automatic drain valves. Cover drainage pit with a soil separator and backfill to finish grade with excavated soil material. G. Sleeves: Install sleeves for all mainline that cross roadways, drives, sidewalks, and all other paving surfaces. Sleeves are indicated on the plans, and shall be sized to accommodate all equipment necessary. Top of sleeves shall be a minimum of 18" IRRIGATION SYSTEM 328400-7 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 below surface of paving. Sleeves shall extend a minimum of 6" behind back of curb. Permanently mark location of each end of sleeve on back of curb. 3.7 HYDROSTATIC TESTING A. If determined by the Owner, all mainline piping may be subjected to a hydrostatic test. if required, the Contractor is to supply all testing equipment including all caps and gauges as required. B. Pressure gauges shall be read in PSI. Calibration shall be such that accurate determination of potential pressure loss can be ascertained. Test supply line at a pressure of 120 PSI for minimum of one hour with an allowable loss of 5 PSI. C. Re -test as required until the system meets the requirements. During the tests, regardless of the amount of leakage, all detectable leaks are to be stopped and all defects corrected. 3.8 GUARANTEE AND MAINTENANCE INSTRUCTIONS A. The Contractor shall fill and repair all depressions and replace all necessary lawn and planting due to the settlement of irrigation trenches for one year following the completing and acceptance of the job. B. The Contractor shall also guarantee all materials, equipment and workmanship furnished by him to be free of all defects of workmanship and materials, and shall agree to replace at his expense, at any time within one year after installation is accepted, any and all defective parts that may be found. Contractor shall transfer all manufacturer material warrantees to the Owner. All manufacturer warrants shall be in effect for the period outlined in the manufacturer literature from t]M date of installation. Contractor shall detail these warrantees and pro%40e all-AlecellQry information regarding them to the Owner in the record drawing sub T1 n� r C. After the system is installed and approved, the Contractor shall opeRYAe tl% irrig tion system for the Owner and / or Owner's Representative for vedficatld;�q_f o}wratiMf the on-site equipment. x _ Q END OF SECTION v w IRRIGATION SYSTEM 328400-8 City of Iowa City Pedestrian Mall Improvements SECTION 32 93 00 PLANTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS Genus Project No. 16034 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: The selection, placement and maintenance of trees, shrubs and groundcovers and bulbs. 2. Soil preparation. 3. Mulching of planting beds. at B. Related Requirements: ED 1. Section 328400 -Irrigation Dn � m c7� r 1.3 DEFINITIONS '{Prr1 = , • 1 oa, A. Backfill: The earth used to replace or the act of replacing earth in an�Mctj von. tJi B. Balled and Buriapped Stock: Plants dug with firm, natural balls of earth in wh1Eh they were grown, with a ball size not less than diameter and depth recommended by ANSI Z60.1 for type and size of plant required; wrapped with burlap, tied, rigidly supported, and drum laced with twine with the root flare visible at the surface of the ball as recommended by ANSI Z60.1. C. Balled and Potted Stock: Plants dug with firm, natural balls of earth in which they are grown and placed, unbroken, in a container. Ball size is not less than diameter and depth recommended by ANSI Z60.1 for type and size of plant required. D. Container -Grown Stock: Healthy, vigorous, well -rooted plants grown in a container, with a well-established root system reaching sides of container and maintaining a firm ball when removed from container. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for type and size of plant required. Duff Layer: The surface layer of native topsoil that is composed of mostly decayed leaves, twigs, and detritus. PLANTS 32 93 00 - 1 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements F. Finish Grade: Elevation of finished surface of planting soil. G Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. Pesticides include insecticides, matricides, herbicides, fungicides, rodenticides, and molluscicides. They also include substances or mixtures intended for use as a plant regulator, defoliant, or desiccant. Some sources classify herbicides separately from pesticides. H. Pests: Living organisms that occur where they are not desired or that cause damage to plants, animals, or people. Pests include insects, mites, grubs, mollusks (snails and slugs), rodents (gophers, moles, and mice), unwanted plants (weeds), fungi, bacteria, and viruses. I. Planting Area: Areas to be planted. J. Planting Soil: Imported soil that has been modified with soil amendments to produce a soil mixture best for plant growth. K. Plant; Plants; Plant Material: These terms refer to vegetation in general, including trees, shrubs, vines, ground covers, ornamental grasses, bulbs, corms, tubers, or herbaceous vegetation. L. Root Flare: Also called "trunk flare:' The area at the base of the plant's stem or trunk where the stem or trunk broadens to form roots; the area of transition between the root system and the stem or trunk. M. Stem Girdling Roots: Roots that encircle the stems (trunks) of trees below the soil surface. Is N. Subgrade: The surface or elevation of subsoil remaining after excavan c��r 1pleMRr the top surface of a fill or backfill before planting soil is placed. n-< c-�o+ r O. Subsoil: All soil beneath the topsoil layer of the soil profile, and typifie4ahelick oM organic matter and soil organisms. s P. Surface Soil: Soil that is present at the top layer of the existing soil profiBaot th@Rroject site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed dreas such as urban environments, the surface soils can be subsoil. 1.4 SUBMITTALS A. Product Data: For each type of product indicated, including soils. Plant Materials: Include quantities, sizes, quality, and sources for plant materials. 2. Plant Photographs: Include color photographs in digital format of each required species and size of plant material as it will be furnished to Project. Take photographs from an angle depicting true size and condition of the typical plant to be furnished. Include a scale rod or other measuring device in each photograph. For species where more than 20 plants are required, include a minimum of three photographs showing the average plant, the best quality plant, PLANTS 329300-2 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 and the worst quality plant to be furnished. Identify each photograph with the full scientific name of the plant, plant size, and name of the growing nursery. 3. Pesticides and Herbicides: Include product label and manufacturer's application instructions specific to the Project. 4. Soil test on planting soil, performed by soil testing laboratory. B. Samples for Verification: For each of the following: 1. Shredded Hardwood Mulch: 1 pint volume of organic mulch required; in sealed plastic bags labeled with composition of materials by percentage of weight and source of mulch. Sample shall be typical of the lot of material to be furnished; provide an accurate representation of color, texture, and organic makeup. C. Product Certificates: For each type of manufactured product, from manufacturer, and complying with the following: 1. Manufacturer's certified analysis of standard products. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. D. Soil Analysis on new planting soil. E. Maintenance Instructions: Contractor to maintain plantings through final close-out of project. F. Certify that all plantings are free of disease and insect pests. Certificates shot be submitted to the Engineer. o n 1.5 QUALITY ASSURANCE =;f7 A. Installer Qualifications: A qualified landscape installer whose work hasip ultO in ern successful establishment of plants. y�y M 1. Professional Membership: Installer shall be a member in good standincBf either the Professional Landcare Network or the American Nursery and Landscape Association. 2. Experience: Five years' experience in landscape installation in addition to requirements in Division 01 Section "Quality Requirements". 3. Installers Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when work is in progress. 4. Pesticide Applicator: State licensed, commercial. B. Provide quality, size, genus, species, and variety of plants indicated, complying with applicable requirements in ANSI Z60.1. C. Measurements: Measure according to ANSI Z60.1. Do not prune to obtain required sizes. Trees and Shrubs: Measure with branches and trunks or canes in their normal position. Take height measurements from or near the top of the root flare for field - PLANTS 329300-3 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 grown stock and container -grown stock. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip to tip. Take caliper measurements 6 inches (150 mm) above the root flare for trees up to 4 -inch (100 - mm) caliper size, and 12 inches (300 mm) above the root flare for larger sizes. 2. Other Plants: Measure with stems, petioles, and foliage in their normal position. D. The Contractor shall repair or replace all plantings which, in the judgment of the Engineer, have not survived and grown in a satisfactory manner for a period of one year after date of substantial completion. E. Soil Testing Laboratory Qualifications: An independent or university laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of tests to be performed. F. Soil Analysis, Planting Soil: furnish soil analysis and a written report by a qualified soil - testing laboratory stating percentages of organic matter, gradation of sand, silt, and clay content; cation exchange capacity; deleterious material; pH; and mineral and plat -nutrient content of the soil. Testing methods and written recommendations shall comply with USDA's Handbook No. 60. G Plant Material Observation: Landscape Architect may observe plant material either at place of growth or at site before planting for compliance with requirements for genus, species, variety, cultivar, size, and quality. Landscape Architect may also observe trees and shrubs further for size and condition of balls and root systems, pests, disease symptoms, injuries, and latent defects and may reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrug immediately from Project site. C) C' -*r 1. Notify Landscape Architect of sources of planting materials no tta 21 d s after procurement of contract. n.< r r -4m m H. Preinstallation Conference: Conduct conference at Project Site. ProveipinWounn Mf hour notice to Landscape Architect. O70 = 0 Lq 1.6 DELIVERY, STORAGE, AND HANDLING %D A. Deliver plants after preparations for planting have been completed, and install immediately. If planting is delayed more than six hours after delivery, set plants and trees in their appropriate aspect (sun, filtered sun, or shade), protect from weather and mechanical damage, and keep roots moist. B. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. C Do not remove container -grown stock from containers before time of planting. D. Water root systems of plants stored on-site deeply and thoroughly with a fine mist spray. Water as often as necessary to maintain root systems in a moist, but not overly -wet condition. PLANTS 329300-4 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements E. Lift and handle plants from the bottom of the ball only. Plants moved with a ball will not be accepted if the ball is cracked, loose or broken before or during planting operations. G. Packaged Materials: Deliver packaged materials in original, unopened containers showing weight, certified analysis, name and address of manufacturer, and indication of compliance with state and Federal laws if applicable. H. Deliver fertilizer to site in original, unopened containers, each bearing manufacturer's guaranteed analysis. Store packaged materials off ground and protect from moisture. Bulk Materials: 1. Do not dump or store bulk materials near structures, utilities, walkways and pavements, or on existing turf areas or plants. 2. Provide erosion -control measures to prevent erosion or displacement of bulk materials; discharge of soil -bearing water runoff; and airborne dust reaching adjacent properties, water conveyance systems, or walkways. 3. Accompany each delivery of bulk materials with appropriate certificates. K. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from sun scald, drying, wind burn, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of plants during shipping and delivery. Do not drop plants during delivery and handling. 1.7 CODES, PERMITS AND FEESO Is :en -n A. Obtain any necessary permits for this Section of Work and pay anyA52regrared to permits. r r 47% B. The entire installation shall fully comply with all local and state lawss orgtan&n and with all established codes applicable thereto. a uet �o 1.8 FIELD CONDITIONS A. Field Measurements: Verify actual grade elevations, service and utility locations, irrigation system components, and dimensions of plantings and construction contiguous with new plantings by field measurements before proceeding with planting work. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. Spring: March 30 -May 15 Fall: September 18 - November 18 PLANTS 329300-5 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2. The Contractor may plant outside the limits of such dates with permission of the City Forester. The City Forester may stop or postpone planting during these dates if weather conditions are such that plant materials may be adversely affected. C. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit planting to be performed when beneficial and optimum results may be obtained. Apply products during favorable weather conditions according to manufacturers written instructions and warranty requirements. D. Existing Utilities 1. Locate existing underground utilities in areas of work. If utilities are to remain in place, provide adequate means of support and protection during this work. 2. Underground utilities shown on the drawings have been taken from existing public records, Owner's records available as -built drawings and are correct to the best of our knowledge, provided for information only. 3. Should uncharted, or incorrectly charted, piping or other utilities be encountered during excavation, consult Utility Owner immediately for directions. Cooperate with Owner and utility companies in keeping respective services and facilities in operation. Repair damaged utilities caused by Prime Contractor's negligence to the satisfaction of Utility Owner at no cost to the Project Owner. 4. Do not interrupt existing utilities serving facilities occupied and used by Owner or others during occupied hours, except when permitted in writing by Landscape Architect and then only after acceptable temporary utility services have been provided. 5. Provide minimum of 48-hour notice to Owner and Landscape Architect and receive written notice to proceed before interrupting any utility. E. Protection of Persons and Property 1. Barricade open excavations occurring as part of this work and post with warning lights. 2. Operate warning lights as recommended by authorities havin Wrjsdichon. —n 3. Protect structures, utilities, sidewalks, pavements, and other f s fQn damage caused by settlement, lateral movement, underminigg-fvashout a other hazards created by this work. —rte �rn m A � a 1.9 INSPECTION AND APPROVAL o� c ur A. All materials described and specified herein are subject to inspection and approval by Owner's Representative. B. Materials may be inspected by the Owner's Representative at source of supply or the Owner's Representative may require the Prime Contractor to submit photographs which illustrate the specified plant material at the source of supply. C. This inspection does not waive the right to reject any material after it has been delivered to the site and/or installed. PLANTS 32 93 00 - 6 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 1.10 INITIAL INSPECTION AND ACCEPTANCE A. Initial inspection of the planting to determine completion of contract work, exclusive of possible replacement of plants, will be made by the Owner's Representative upon completion of the work. B. Initial inspection will not be conducted unless all items of work outlined in PART 3 EXECUTION have been completed. C. Five (5) days prior to the anticipated date of inspection submit written notice requesting inspection to Owner's Representative. D. After inspection, the Prime Contractor will be notified in writing, by the Owner, of initial acceptance of inspected work exclusive of the possible replacement of plants and correction of deficiencies in the requirements for completion of the work. E. Maintain, as specified, areas not acceptable until corrections are completed and re- inspection is conducted. If a significant time delay (sixty to ninety days) is encountered, through no fault of the Landscape Contractor, inspection and initial acceptance of a major portion of the plantings may be granted. G. All plants shall be alive and healthy at the time of initial acceptance. Replacement of rejected plants before initial acceptance to meet the terms of initial acceptance shall not be considered a part of the guaranty and replacement requirement of this Specification. 1.11 WARRANTY 0 A. Special Warranty: Installer agrees to repair or replace plantings and ��issso gs th�il in materials, workmanship, or growth within specified warranty pedo m W rT 1. Failures include, but are not limited to, the following: =-In 1 ■ , �m -0 a. Death and unsatisfactory growth, except for defects resu frc* abu4M lack of adequate maintenance, or neglect by Owner. - ':- b. Structural failures including plantings falling or blowing over. r -n 2. Warranty Periods: From date of Substantial Completion: Trees, Shrubs and Perennials: 12 months. 3. Include the following remedial actions as a minimum: a. Immediately remove dead plants and replace unless required to plant in the succeeding planting season. b. Replace plants that are more than 25 percent dead or in an unhealthy condition at end of warranty period. C. A limit of one replacement of each plant is required except for losses or replacements due to failure to comply with requirements. PLANTS 32 93 00 - 7 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements B. Plants shall be alive and in good, healthy and flourishing condition of growth at the end of the guaranty period. C. At the end of the guaranty period, final inspection will be made by owner's Representative upon written notice requesting such inspection; submit notice to Owner's Representative at least ten (10) days before the anticipated date of inspection. D. Any plant, required under this Contract, that is dead or not in a vigorous, thriving condition, as determined by Owner's Representative at the time of Final Inspection, will be removed from the site. E. Plants that are missing at the time of Final Inspection are to be installed during the specified planting season when weather and site conditions permit. F. In case of any questions regarding the condition and satisfactory establishment of a rejected plant, the Landscape Contractor may elect to allow such plant to remain through another complete growing season. If at that time the rejected plant is found to be dead, in an unhealthy or badly impaired condition, it shall be replaced. G. After Initial Acceptance, replace plants (once during or at the end of the guaranty period) that are observed to be dead or in a badly impaired condition. H. One replacement after initial acceptance shall constitute fulfillment of Prime Contractor's guaranty for the particular plant replaced. I. Replacement Plants: Plants of the same kind and size as specified in the Plant Schedule; furnished and planted as specified herein. J. Replacement Plants: Guyed or staked, mulched, wrapped, fertilized, pruned and restored to original condition as originally specified at no cost to Owner. K. Make all necessary repairs to grades, lawns and paving required beause c lant replacements, at no cost to the Owner. gc7 >-i ao „` L. Plant Replacement Cost: Borne by Prime Contractor except for possff3?�ep J&cemink resulting from removal, loss or damage due to occupancy of projec]Vny part, 8 vandalism, civil disobedience, or acts of neglect on the part of oth€rs yul§al damage by animals, vehicles, fire, etc., or losses due to curtailment of water xBmcqJguth4M or to "Acts of God". Floods, tornadoes, wind of hurricane force, and hal are A normal and the damage they do cannot be calculated in a bid. so PART 2 - PRODUCTS 2.1 PLANT MATERIAL A. General: Furnish nursery -grown plants true to genus, species, variety, cultivar, stem form, shearing, and other features indicated in Plant List, Plant Schedule, or Plant Legend indicated on Drawings and complying with ANSI Z60.1; and with healthy root systems developed by transplanting or root pruning. Provide well -shaped, fully branched, PLANTS 329300-8 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 healthy, vigorous stock, densely foliated when in leaf and free of disease, pests, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. 1. Trees with damaged, crooked, or multiple leaders; tight vertical branches where bark is squeezed between two branches or between branch and trunk ("included bark"); crossing trunks; cut-off limbs more than 3/4 inch (19 mm) in diameter; or with stem girdling roots are unacceptable. 2. Collected Stock: Do not use plants harvested from the wild, from native stands, from an established landscape planting, or not grown in a nursery unless otherwise indicated. B. Provide plants of sizes, grades, and ball or container sizes complying with ANSI Z60.1 for types and form of plants required. Plants of a larger size may be used if acceptable to Architect, with a proportionate increase in size of roots or balls. C. Root -Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball, which begins at root flare according to ANSI Z60.1. Root flare shall be visible before planting. D. Labeling: Label all plants with size, and caliper with a securely attached, waterproof tag bearing legible designation of common name and full scientific name, including genus and species. Include nomenclature for hybrid, variety, or cultivar, if applicable for the plant. E. Plant Schedule: A list of plant materials is scheduled on the Drawings. In the event of any discrepancy between this schedule and the Plan Drawing showing the plants, the Plan Drawing shall govern. All supplied plants shall be grown in the zone which they are to be planted or lower. F. Certificate of inspection of plant material required by Federal, State or other governmental agencies to accompany all shipments to be furnished to the*wner's Representative.o m *C G. Nomenclature: The names of plants required under this Contract coirl2rrn t hose given in the "Standardized Plant Names", 1942 Edition, prepared bysB ica t Committee on Horticultural Nomenclature. Names of varieties not ir> 2edihere conform generally with names accepted in the nursery trade. . Z o� v H. Standards: All plant material, grading, sizes, methods, etc. are to caCrm t7jhe Standards of the American Association of Nurserymen, Inc. as contained in3eir current publication "American Standard for Nursery Stock", (ANSI Z60.1-1986). In the event there is a discrepancy between these standards and this Specification, the most restrictive requirement shall govern. Species and Variety: True to name as specified. Plants approved as true to name at time of initial acceptance which, during the guaranty period, exhibit characteristics indicating they are not true to name will be replaced at no cost to the Owner. Availability: Before submitting his bid, the Prime Contractor shall have investigated the sources of supply and satisfied himself that he can supply the listed plants in the size, variety and quality listed and specified. Failure to take this precaution will not relieve the Prime Contractor from his responsibility for furnishing and installing all plant materials PLANTS 32 9300 - 9 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements in strict accordance with the Contract Documents without additional cost to the Owner. K. Quality 1. Growth habit typical for species and as indicated on the Plant Schedule. 2. Sound, healthy, vigorous and free from insect pests, plant diseases and injuries. 3. One sided plants or plants taken from tightly planted nursery rows will be rejected. L. Size and Form 1. Equal or exceed measurements specified in the Plant Schedule. 2. Measured before pruning with branches in normal position. Height and spread specified refers to main body of plant and not from tip to tip of branches or roots. 3. Caliper of trees less than four inches (4") taken six inches (6") above ground level. Trees four inches (4") and over- measured one foot (12") above ground level. 4. Specified trunk height can be obtained by pruning lower branches of a plant after the plant has been installed; however, pruning to achieve specified trunk height is to occur after Landscape Architect has inspected plant and directed Prime Contractor as to the amount of pruning required. 5. Where specified by caliper, no one stem of a specific multi -stemmed plant shall be smaller than the caliper size specified. M. Balled and Burlapped Plants 1. Designated as "B&B", dug with firm, natural balls of earth of sufficient diameter and depth to encompass the fibrous and feeding root system necessary for full recover of the plant. 2. In compliance with ANSI Z60.1-1986. 3. Balls: Firmly wrapped with burlap or similar biodegradable material and bound with twine, cord, or wire mesh. 4. Where necessary to prevent breaking or cracking of the ball during the process of planting, the ball may be secured to a platform. Broken or loose b4o will not be accepted. G m 5. A container grown plant, in lieu of a "B&B" plant, will be acc ided' meets specified sizes and complies with ANSI Z60.1-1986. .... 6. A machine moved plant, in lieu of a "B&B" plant will be accERg pr�yide' meets specified sizes and complies with ANSI Z60.1-1986. Crn M o� N. Container Grown Plants c.n 1. Container size as specified in the Plant Schedule. 2. In compliance with ANSI Z60.1-1986. O. Source 1. Provide plant material that was propagated and raised within 500 miles. All trees shall display the following form and branching habits: 1. Free of branches to 6' along sidewalk, 15' along roadside. 2. Contain a minimum of six (6) well placed branches, not including the leader. PLANTS 32 93 00 - 10 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.2 PLANTING SOIL A. Planting soil mix to be mixture of 60% compost and 40% clean course sand. All backfill shall have a uniform appearance and shall be loose, friable, and free of hard clods and rock over two inches in diameter. B. Subsoil and topsoil removed from excavations may not be used as backfill soil unless otherwise indicated. C. Planting Soil Mix: Sandy Loam ASTM D 5268, pH range of 6.0 to 7, a minimum of 5 percent organic material content; free of stones V or larger in any dimension and other extraneous materials harmful to plant growth. Obtain soil that is displaced from naturally well -drained construction, mining sites; do not obtain from agricultural land, bogs, marshes or forested areas. a. Sand: Clean, washed, natural or manufactured, free of toxic materials. 2.3 FERTILIZERS A. Planting Tablets for New Planting Areas: Tightly compressed chip -type, long-lasting, slow-release, commercial -grade planting fertilizer in tablet form. Tablets shall break down with soil bacteria, converting nutrients into a form that can be absorbed by plant roots. 1. Size: Utilize size and quantity per manufacturer's recommendation as related to plant and container sizes. 2. Nutrient Composition: 20 percent nitrogen, 10 percent phosphorous, and 5 percent potassium, by weight plus micronutrients. B. Soil Amendment at Existing Trees: Liquid of water soluble complete inorganic fertilizer, balanced fertilizer 12-12-12 at manufacturer's recommended rates. 0 O a+ 2.4 MULCHESD�? H _ A. Organic Mulch: Free from deleterious materials and suitable as a top_gA4sin&f tri and shrubs, consisting of one of the following: o� = rn 1. Type: Economulch by Evergreen Tel (319) 395-0144. Double Shrl cRfed Jaardv0 mulch, no dye. 3' CA 2. Size Range: 3 inches maximum, 1/2 inch minimum. 3. 3" Depth in all planting beds. 4. Furnish in bags or bulk. 5. Natural color. 6. Type: Leaf Mulch Compost Submit sample for approval by Owner's Representative. PLANTS 32 9300 - 11 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 2.5 PESTICIDES A. General: Pesticide registered and approved by the EPA, acceptable to authorities having jurisdiction, and of type recommended by manufacturer for each specific problem and as required for Project conditions and application. Do not use restricted pesticides unless authorized in writing by authorities having jurisdiction. B. Pre -Emergent Herbicide (Selective and Nonselective): Effective for controlling the germination or growth of weeds within planted areas at the soil level directly below the mulch layer. C. Post -Emergent Herbicide (Selective and Nonselective): Effective for controlling weed growth that has already germinated. 2.6 MISCELLANEOUS PRODUCTS A. Antidesiccont: Water -insoluble emulsion, permeable moisture retarder, film forming, for trees and shrubs. Deliver in original, sealed, and fully labeled containers and mix according to manufacturer's written instructions. B. Soil amendment at existing trees: Balanced fertilizer 12-12-12 at manufacturer's recommended rates. 2.7 TREEGATOR ORIGINAL AND TREEGATOR JR. PRO A. Treegator Original slow release watering bag for trees 1 " to 8" in caliper, Single bag setup, measurements: Full 30" tall x 18" wide at base. B. Treegator Jr. Pro, 1.5 gallon capacity, for ornamental trees with branches beginning 6" from the ground or higher. Measurements: Full 35" diameter x 6" high 0 PART 3 - EXECUTION �j m Dy W _'n 3.1 COMMENCEMENT DATE n� r an i n A. Contractor shall inform the City Engineer of the starting date and lob -n. plant% soil must be approved by the City Engineer before use. i> crt in 3.2 EXAMINATION A. Examine areas to receive plants, with Installer present, for compliance with requirements and conditions affecting installation and performance of the Work. I . Verify that no foreign or deleterious material or liquid such as paint, paint washout, concrete slurry, concrete layers or chunks, cement, plaster, oils, gasoline, diesel fuel, paint thinner, turpentine, tar, roofing compound, or acid has been deposited in soil within a planting area. 2. Verify that plants and vehicles loaded with plants can travel to planting locations with adequate overhead clearance. PLANTS 329300- 12 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 3. Suspend planting operations during periods of excessive soil moisture until the moisture content reaches acceptable levels to attain the required results. 4. Uniformly moisten excessively dry soil that is not workable or which is dusty. If contamination by foreign or deleterious material or liquid is present in soil within a planting area, remove the soil and contamination as directed by Landscape Architect and replace with new planting soil. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Where surface or subsurface conditions prevent digging a plant pit to specified dimensions, obtain approval from Owner's Representative to modify location of pit dimensions. 3.3 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities and turf areas and existing plants from damage caused by planting operations. B. Install erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Apply antidessiccant at nursery before moving and again two weeks after planting. 1. If shrubs are moved in full leaf, spray with antidesiccant at nursery before moving and again two weeks after planting. D. Wrap trees and shrubs with burlap fabric over trunks, branches, stems, twigftand foliage to protect from wind and other damage during digging, haling, ®d transportation. :*C -)m )>::i W E. Stake out on the ground the locations of all plants and obtain appr62C5of L%e Ov�ner's Representative before excavation is begun. "�� :<M M F. Relocate incorrectly located plants at no expense to the Owner. C) Q A CA ko 3.4 EXCAVATION FOR TREES AND SHRUBS A. Excavate with vertical sides and in accordance with following requirements: 1. Excavate tree pits to a minimum of one and one half times greater in diameter than root ball of tree. 2. Plant shrubs in pits two times greater in width than diameter of root ball. 3. Do not use auger to excavate planting pits. Subsoil and topsoil removed from excavations may not be used as backfill soil unless otherwise indicated. C. Obstructions: Notify Landscape Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. PLANTS 32 93 00 - 13 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements D. Drainage: Notify Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub planting pits. E. Fill excavations with water and allow to percolate (percolation test) away before positioning trees and shrubs within 24 hours. City Engineer to observe percolation testing and approve - prior to placing tree in hole. 3.5 PLANTING A. Inspection: Before planting, verify that root flare is visible at top of root ball according to ANSI Z60.1. If root flare is not visible, remove soil in a level manner from the root ball to where the top -most root emerges from the trunk. After soil removal to expose the root flare, verify that root ball still meets size requirements. B. Roots: Remove stem girdling roots and kinked roots. Remove injured roots by cutting cleanly; do not break. C. Balled and Burlapped Stock: Set each plant plumb and in center of planting pit or trench with root flare 1 inch (25 mm) above adjacent finish grades. 1. After placing some backfill around root ball to stabilize plant, carefully cut and remove burlap, rope, and wire baskets from tops of root balls and from sides, but do not remove from under root balls. Remove pallets, if any, before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation. 2. Backfill around root ball in layers, tamping to settle soil and eliminate voids and air pockets. When planting pit is approximately one-half filled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. 3. Place fertilizer / planting tablets equally distributed around each planting pit when pit is approximately one-half filled. Place tablets beside the roo all about 1 inch (25 mm) from root tips; do not place tablets in bottom oellLthe h. 4. Continue backfilling process. Water again after placing and tgin4al lay of soil. - sci Cn D. Set balled and potted, and container -grown stock plumb and in ceof�{antiatit or trench with root flare 1 inch (25 mm) above adjacent finish gradG> t s a shrubs in center of pits, align with planting plan, plumb and straight nat=eva where top of root ball is one inch higher than surrounding finished grade Vr settlement. 3.6 TREE AND SHRUB PRUNING A. Remove only dead, dying, or broken branches. Do not prune for shape. B. Prune, thin, and shape trees, shrubs, and vines as directed by Landscape Architect. C. Do not apply pruning paint to wounds. PLANTS 329300- 14 City of Iowa City Genus Project No. 16034 Pedestrian Mall Improvements 3.7 GROUND COVER AND SHRUB PLANTING A. Set out and space ground cover and plants other than trees, shrubs, and vines in even rows with triangular spacing. See planting schedule for spacing or as indicated on drawings. Landscape Architect to approve layout prior to installation. B. Use planting soil for backfill, as indicated on drawings. C. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. D. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. E. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. 3.8 PLANTING AREA MULCHING A. Mulch backfilled surfaces of planting areas and other areas indicated. 1. Organic Mulch in Planting Areas: Apply 3 -inch (75 -mm) average thickness of organic mulch over whole surface of planting area, and finish level with adjacent finish grades. Do not place mulch within 3 inches (75 mm) of trunks or stems. 2. Sub -grade surface of areas to receive mulch shall be sloped to drain, smooth and free of ruts and clods. 3.9 PLANT MAINTENANCE A. Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, mLlhing, restoring planting saucers, adjusting and repairing tree -stabilization avicet7fsetlwhto proper grades or vertical position, and performing other operations §3Squggd to, establish healthy, viable plantings. n.{ 64n r- B. Fill in, as necessary, soil subsidence that may occur because of settli% ot4r m processes. Replace mulch materials damaged or lost in areas of su : ceZ C. Reset settled trees and shrubs to proper grade and position, and renbve dew material. D. Apply treatments as required to keep plant materials, planted areas, and soils free of pests and pathogens or disease. Use integrated pest management practices when possible to minimize use of pesticides and reduce hazards. Treatments include physical controls such as hosing off foliage, mechanical controls such as traps, and biological control agents. E. The Contractor shall supply all water for planting and maintenance. Water may be obtained at the Contractor's expense at the bulk water fill station located at 1200 S. Riverside Drive. All water must be paid for in advance at the Civic Center, 410 E. Washington Street. F. All plantings shall be guaranteed for a period of one year after by City Council acceptance of the project. PLANTS 32 93 00 • 15 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 G. Watering of Newly Planted Trees with Treegator Original and Treegator Jr. Pro. Provide 1 gallon of water per inch of trunk caliper to provide uniform soil moisture conditions for developing roots pending rainfall, daily temperature, wind conditions, moisture -holding capacity of soil, drainage and stage of root system development. Watering of newly planted shrubs, groundcover and perennials: Provide supplemental watering twice per week or general recommendation of one gallon of water per square foot of soil surface pending rainfall, daily temperature, wind conditions, moisture -holding capacity of soil, drainage and stage of root system development. 3.10 FERTILIZER AND PESTICIDE APPLICATION A. Apply fertilizer, pesticides and other chemical products and biological control agents according to authorities having jurisdiction and manufacturer's written recommendations. Coordinate applications with Owner's operations and others in proximity to the Work. Notify Owner before each application is performed. Pre -Emergent Herbicides (Selective and Nonselective): Apply to tree, shrub, and ground -cover areas according to manufacturer's written recommendations. Do not apply to seeded areas. C. Post -Emergent Herbicides (Selective and Nonselective): Apply only as necessary to treat already -germinated weeds and according to manufacturer's written recommendations. D. Apply fungicides, if needed, in accordance with Mycorrhizal Fungi manufacturer specifications. N O_ Z5 ca 3.11 REPAIR AND REPLACEMENT n A 3>::; cd A. General: Repair or replace existing or new trees and other plants thdoc* dWagfd"by construction operations, in a manner approved by Landscape Arch!lf, ,. m m 1. Submit details of proposed pruning and repairs. o Q 2. Perform repairs of damaged trunks, branches, and roots withir*4 hou jif approved. %D 3. Replace trees and other plants that cannot be repaired and restored to full - growth status, as determined by Architect. B. Remove and replace trees that are more than 25 percent dead or in an unhealthy condition or are damaged during construction operations that Architect determines are incapable of restoring to normal growth pattern. 3.12 CLEANING AND PROTECTION A. During planting, keep adjacent paving and construction clean and work area in an orderly condition. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. PLANTS 32 93 00 - 16 City of Iowa City Pedestrian Mall Improvements Genus Project No. 16034 Remove surplus soil and waste material including excess subsoil, unsuitable soil, trash, and debris and legally dispose of them off Owners property. C. Protect plants from damage due to landscape operations and operations of other contractors and trades. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged plantings. D. After approval by Landscape Architect, remove nursery tags, nursery stakes, tie tape, labels, wire, burlap, and other debris from plant material, planting areas, and Project site. 3.13 MAINTENANCE SERVICE A. Maintenance will be performed by the Contractor and shall begin immediately following installation of plants and continue through final close-out of project. B. Include watering, weeding, cultivating, mulching, removal of dead material, resetting plants to proper grades or upright position and restoration of the planting saucer, and other necessary operations. END OF SECTION 32 93 00 PLANTS 32 93 00 - 17 N O_ m v= ca -v =`rrn s Q rs �o PLANTS 32 93 00 - 17 Iowa Department of Transportation F. 511148 (08.12( Accessibility Exceptions Certification Agency Name: City of Iowa City Project Number: Project Description: Pedestrian Mall Improvements As the registered professional engineer or landscape architect responsible for the design of this project, I do hereby verify the project described above has been designed to meet the Americans with Disabilities Act (ADA) accessibility requirements specified in Chapter 12 of the Iowa DOT Design Manual, except as indicated below. ❑ Full compliance has been determined to be structurally impracticable for newly constructed facilities in the following specific locations for the following reasons: ® Full compliance has been determined to be technically infeasible for altered existing facilities in the following specific locations for the following reasons: I. Unable to meet current ADA requirements at Old Capitol Town Center, 201 S. Clinton Street, west of proposed curb ramps and immediately north and south of study area due to existing conditions. N 0 O m n M C-)� r �Crn ro rn oro S Q 71 ❑ Full compliance would create an unsafe condition in the following specific lootions.Vr the following reasons: .o Additional supporting documentation, including drawings, calculations, or other information as appropriate is attached. Name: Brett Douglas License Number: Iowa Lic No. 00399 Signature: Date: January 26, 2018 Sheet 1 of 1 Irerracon GeoReport Geotechnical Engineering Report Pedestrian Mall Improvements Iowa City, Iowa October 5, 2017 Terracon Project No. 06175127.01 Prepared for: Genus Land scapeArch itects Du Mofnes,lffa v --i cr <mPrgpareVI3y: Terracon C uldnts,;Vc. Cedar Rapids, Iowa October 5, 2017 Genus Landscape Architects 325 East 5th Street Des Moines, Iowa 50309 Attn: Ms. Angie Coyier, PLA, ASLA -Architect P: 515.284.1010 E: acoviercDgenus-la.com Re: Geotechnical Engineering Report Pedestrian Mall Improvements East College Street and South Dubuque Street Iowa City, Iowa Terracon Project No. 06175127.01 Dear Ms. Coyier: lrerracon GeoReport We have completed the Geotechnical Engineering services for the above referenced project. This study was performed in general accordance with Terracon Proposal No. P06175127R1 dated August 15, 2017. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning the design and construction of subsurface utilities, foundations, and pavements for the proposed project. N We appreciate the opportunity to be of service to you on this project. If you have as questions concerning this report, or if we may be of further service, please contact us. Cn _n My Sincerely, o% r Terracon Consultants, Inc.�m -o M �= v o� - Nicholas L. Hussey, P.E. Gregory J.hClein, P.E. Geotechnical Project Engineer Principal Terracon Consultants, Inc. 2640 121^ Street SW Cedar Rapids, Iowa P (319) 366 8321 F (319) 366 0032 terracon.com lrerracon 6eotReport REPORT TOPICS INTRODUCTION............................................................................................................. 7 N O SITECONDITIONS.........................................................................................................1 CD M PHOTOGRAPHYLOG...................................................................................................2 PROJECTDESCRIPTION ..............................................................................................4 GEOTECHNICAL CHARACTERIZATION......................................................................4 m GEOTECHNICALOVERVIEW....................................................................................... 6 EARTHWORK................................................................................................................. 6 SHALLOW FOUNDATIONS.........................................................................................11 SPECIALTY FOUNDATIONS.......................................................................................14 SEISMIC CONSIDERATIONS......................................................................................1s cn BELOW -GRADE STRUCTURES.................................................................................16 LATERALEARTH PRESSURES .................................................................................17 PAVEMENTS................................................................................................................19 FROST CONSIDERATIONS .........................................................................................22 GENERALCOMMENTS...............................................................................................22 Note: This report was originally delivered in a web -based format. Orange Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the a,, , logo will bring you back to this page. For more interactive features, please view your project online at cl ient.terracon. com. ATTACHMENTS EXPLORATION AND TESTING PROCEDURES SITE LOCATION AND EXPLORATION PLAN EXPLORATION RESULTS (Boring Logs and Laboratory Data) SUPPORTING INFORMATION (General Notes) Responsive a Resourceful r Reliable N O O n I> CD M W m o� x Z' cn Geotechnical Engineering Report Pedestrian Mall Improvements East College Street and South Dubuque Street Iowa City, Iowa Terracon Project No. 06175127.01 October 5, 2017 INTRODUCTION This report presents the results of our subsurface exploration and geotechnical engineering services performed for the proposed improvements to the pedestrian mall located along East College Street and South Dubuque Street in Iowa City, Iowa. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: ■ Subsurface soil conditions • Groundwater conditions ■ Site preparation and earthwork ■ Excavation considerations ■ Dewatering considerations ■ Foundation design and construction ■ Seismic site classification per IBC ■ Lateral earth pressures • Pavement design and construction ■ Frost considerations >a The geotechnical engineering scope of services for this project included the-advanTynent of six test borings to depths ranging from approximately 15.5 to 20.5 feet below �LsstingAte gr bs. Boring B-2 encountered a buried obstruction at about 6 feet below grade ant oTet. Maps showing the site and boring locations are shown in the Site Locatio7K'WVd 1IploMi n Plan sections, respectively. The results of the laboratory testing performe91* 14 saPP6s obtained from the site during the field exploration are included on the bottRg logs and as a separate graph in the Exploration Results section. SITE CONDITIONS The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps. Item Description The project is located on the pedestrian mall located at the intersection of Parcel Information East College Street and South Dubuque Street in Iowa City, Iowa. See Site Location and Nearby Geotechnical Data Responsive r Resourceful ■ Reliable Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 lferre acon GeoReport Item Description Existing Pedestrian mall with landscaping, brick pavers, furniture, and artwork Improvements Subsurface utilities Current Ground Cover Brick pavers Existing Topography Relatively flat with surface elevations ranging from about 680 to 690 feet (Google Earth) I along College Street, and from about 682 to 687 feet along Dubuque Street We also collected photographs at the time of our field exploration program. Representative photos are provided in our Photography Log. PHOTOGRAPHY LOG Photos typical use of rubber drill mats to reduce impacts to existing pedestrian mall bricks D --jamo M I rC. m -0 m CD::K _ N v 'D r? O Responsive ■ Resourceful ■ Reliable 2 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 lrerracon GeoReport p Photos showing typical brick appearance before (left) and after (right) brick removal and drilling o _ Photos showing typical setup at boring location Responsive a Resourceful s Reliable 3 Geotechnical Engineering Report Pedestrian.Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 PROJECT DESCRIPTION 1Ger_on GeoReport Item Description Project Description Improvements to the pedestrian mall, including new subsurface utilities, new paver surfacing, gateway structures, and a stage canopy Custom-built structure for the canopy stage — about 19 feet tall Construction Limestone block for the story walls — about 6 to 8 feet tall and 17.5 to 28 Typically brick pavers overlying feet long Surface Approximately 1 to 2 klf for the story wall continuous foundations Maximum Loads About 25 kips or less for the stage canopy column foundations No information provided for gateway structures Grading/Slopes Minimal grade changes anticipated Subsurface utilities, including new water main, stone sewer, and fiber Below Grade Structures optics Free -Standing Retaining Landscape planters will have maximum height of 4.5 feet Walls N?A Walkway Surfacing Brick pavers with concrete base layer GEOTECHNICAL CHARACTERIZATION Subsurface Profile Subsurface conditions at the boring locations can be generalized as follows: N e Stratum Approximate Depth to Material Description o tStey/Deal Bottom of Stratum (feet) Typically brick pavers overlying --i C.) m Surface 5 to 10 inches asphalt overlying portland cement ;Grn (_ ( n concrete o� Existing and possible fill —generally p 0 composed of sand, sandy lean day, N?A 1 6' to 11 lean clay, and zones of concrete debris 2 Termination depth of Lean clay Soft to medium stiff 15.5 to 20.5 2 3 Termination depth of Fat day Stiff 20.53 Responsive s Resourceful ■ Reliable 4 Geotechnical Engineering Report 1(erracon Pedestrian Mall Improvements ■ Iowa City, Iowa — --'— — October 5, 2017 ■ Terracon Project No. 06175127.01 GeoReport Approximate Depth to Stratum Material Description Consistency/Density Bottom of Stratum (feet) j e __J 1. Boring B-2 terminated in Stratum 1 material at about 6 feet below grade on a concrete obstruction. 2. Borings B-1, B -2A, B-3, B-5, and B-6 terminated in Stratum 2 soils. 3. Boring B-4 terminated in Stratum 3 soils. Conditions encountered at each boring location are indicated on the individual boring logs shown in the Exploration Results section and are attached to this report. Stratification boundaries on the boring logs represent the approximate location of changes in native soil types; in situ, the transition between materials may be gradual. Groundwater Conditions The boreholes were observed while drilling and after completion for the presence and level of groundwater. The water levels observed in the boreholes can be found on the boring logs in Exploration Results. Groundwater was only encountered in Boring B -2A at a depth of about 9 feet below grade (elevation 671 feet). Groundwater was not observed in the remaining borings while drilling, or for the short duration the borings could remain open. However, this does not necessarily mean the borings terminated above groundwater, or the water levels summarized above are stable groundwater levels. Due to the low permeability of the soils encountered in the borings, a relatively long period may be necessary for a groundwater level to develop and stabilize in a borehole. Long term observations in p1gometers or Co observation wells sealed from the influence of surface water are often required t9igineMound"er levels in materials of this type. 7574 Co m The United States Department of Agriculture - Natural Resources ConservaQRer*e (LM NRCS) Soil Survey of Johnson County. Iowa was also reviewed for infoe9won71felati400 anticipated seasonally high groundwater levels. In undisturbed areas, thel�-*Tstth soils are reported to have apparent seasonal high groundwater not within the upper 6 feet of t r natural grades. Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the borings were performed. Therefore, groundwater levels during construction or at other times in the life of the structure may be higher or lower than the levels indicated on the boring logs. Also, trapped or "perched" water could be present within the sand or silt seams within native clay soils and/or in cohesionless soils (fill and native) above lower permeability clay soil layers. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. Responsive ■ Resourceful ® Reliable Geotechnical Engineering Report lferracon Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 GeoReport GEOTECHNICAL OVERVIEW Existing fill and lower strength native soils are some of the geotechnical considerations for this project. Existing and possible fill materials were encountered in each of the soil borings performed for this project, and the fill zone extended to depths ranging from about 6 to 11 feet below existing grades. The fill was generally granular, but some borings had pockets of clayey material within the fill. The existing fill also contained gravel and debris, including buried concrete obstructions at Boring B-2 and broken concrete pieces in Boring B -2A. It is our opinion that the existing fill was not placed with control of composition or density, and is generally not considered suitable for direct support of foundations. If the City of Iowa City accepts some risk of pavement issues, consideration could be given to allowing a portion of the fill to remain in place. The Earthwork section provides recommendations to address the existing fill below pavements, and the Shallow Foundations section includes a discussion of existing fill associated with foundations. Lower strength native soils were typically encountered below the existing fill materials, and extended to the planned boring termination depths in five of the six borings. These soils are expected to undergo considerable consolidation settlement at higher bearing pressures. The recommendations in the Shallow Foundations section consider these compressible soils. Alternate foundation options, including helical piers and micropiles, are given in the Specialty Foundations section. The Below Grade Structures section provides recommendations for open trench utility excavations, including expected material classifications based on SUDAS guidelirfA. Typical pavement sections for use below the new pavers on the pedestrian mall =a FroMed Wfte Pavements section. D=.4 Co -- r The General Comments section provides an understanding of the report limitatpr „o M m = C:)� tV D p EARTHWORK Earthwork is expected to include excavations and fill placement. The following sections provide recommendations for use in the preparation of specifications for the work. Recommendations include critical quality criteria as necessary to render the site in the state considered in our geotechnical engineering evaluation for foundations and pavements. Site Preparation The existing brick pavers, underlying pavement courses, a portion of the existing/possible fill materials below pavers, and any otherwise unsuitable materials should be removed from the construction areas. We recommend that all existing fill be removed from below planned shallow foundations. If the City of Iowa City accepts an increased risk of premature pavement Responsive ■ Resourceful a Reliable 6 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 1rerracon GeoRep ro tro t performance problems such as differential movement, a portion of the existing fill may remain in place below the pavements and pavers as a means to reduce construction costs and impact to local businesses during the construction period. Deeper zones of existing poorly -compacted fill can exhibit long-term compression in the absence of new loads, and the potential for depressions or other differential performance cannot be eliminated without removal of this stratum. We recommend that at least 12 inches of low plasticity structural fill be present below pavement sections (including the aggregate base) where existing fill is left in place. The underlying pavement subgrades should be scarified, moisture conditioned, and recompacted as recommended in this report. The subgrade should be proofrolled with an adequately loaded vehicle such as a fully -loaded tandem axle dump truck. The proofrolling should be performed under the observation of the Geotechnical Engineer. Areas excessively deflecting under the proofroll should be delineated and subsequently addressed by the Geotechnical Engineer. This proofrolling and recompaction process will help to identify soft or loose areas below the subgrade level. Soft or loose areas should be undercut, moisture conditioned, and recompacted or replaced with approved structural fill. Subgrade conditions should be observed by Terracon during construction. Existing Fill N As noted in Geotechnical Characterization, the borings encountered existingfilC= depths C= ranging from about 6 to 11 feet. We have no records to indicate the degree d troi-durinmi placement. �=+ r We anticipate that the gateway structures, story wall, and stage canopy will be I-lo.led. recommend that all existing fill be removed from below foundations. We assungtit Aava® to native soils will likely not be economical for this project, especially in areas ooeepegones of existing fill. If the City of Iowa City (City) is willing to accept the risk of unsuitable matMials not being discovered during foundation construction, a limited depth undercut and crushed stone backfill under the foundations could be considered. If this higher risk of structural distress is not acceptable to the City (particularly if the story wall or other structures are sensitive to settlement or if distress would result in a visual distraction to showcase pieces), we recommend that complete fill removal or alternatives such as helical piers be considered for foundation support. Complete removal of existing fill for new pavement/paver support is also not expected to be economical for this project due to the depth and existing below grade obstructions and utilities. With the understanding that some additional maintenance and repair could be required, stable portions of the existing fill soils could be used to support the pavements. Support of footings and pavements on or above existing fill soils is discussed in this report. However, even with the recommended construction testing services, there is an inherent risk for the owner that compressible fill or unsuitable material within or buried by the fill will not be Responsive ■ Resourceful ■ Reliable 7 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 lrerracon Geo port discovered. This risk of unforeseen conditions cannot be eliminated without completely removing the existing fill, but can be reduced by performing additional testing and evaluation. Demolition Considerations It is important that the demolition of the existing paver/pavement sections and other improvements be performed with close observation and testing. Any unsuitable fill materials should also be removed at this time. Foundations, pavements, and utilities will likely be supported on the new fill placed in the demolition excavations. The demolition contractor should be aware of project requirements for backfilling so that removal of these fill materials and replacement under controlled conditions is not necessary upon construction of the improvements. Soil Stabilization Corrective measures will probably be required to increase subgrade stability during subgrade preparation. The owner should budget for additional costs to provide the required corrective measures. Based on our experience in soils of these types, crushed stone thicknesses on the order of 1 to 2 feet could be required to stabilize subgrade soils. A geotextile stabilization material could also be placed below the crushed stone to help stabilize the subgrade soils. As an alternative, the unstable subgrade soils could be undercut, scarified on-site, and compacted with moisture and density control in maximum 9 -inch loose lifts up to final subgrade Ovation to 0 provide a uniform thickness of well -compacted material. a, gC m A Terracon representative should observe subgrade preparation and could aRisOin yevel j g appropriate stabilization procedures based on conditions encountered during cQ{>ejrudgbn. m =gym = Fill Material Types ty � o Earthen materials used for structural fill should meet the following material property regtFements: Fill Type USCS Classification Acceptable Locations for Placement Most of near -surface, on-site soils appear CL CUCH, CH, SC On-site soils fill — SP and CL suitable for reuse as fill. _(existing Low plasticity General fill cohesive 2 CL -ML, CL, ML More than 6 inches below finished subgrade High plasticity Green (non-structural) locations cohesive a CUCH, CH More than 24 inches below finished subgrade GW, GP, GM, GC General fill Granular SW, SP, SM, SC Below foundations Unsuitable MH, OL, OH, PT I Green (non-structural) locations Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 lrer_on GeoReport Fill Type' 1 USCS Classification Acceptable Locations for Placement 1. Structural fill should consist of approved materials that are free of organic matter and debris. Frozen material should not be used, and fill should not be placed on a frozen subgrade. A sample of each material type should be submitted to the geotechnical engineer for evaluation prior to use on this site. 2. Suitable low plasticity cohesive soil would have a liquid limit less than 45 and a plasticity index of less than 23. 3. CH and CLICH soils should not be used for structural fill within 24 inches of finished subgrade elevation. Fill Compaction Requirements Structural fill should meet the following compaction requirements. Item Maximum Fill Lift Thickness Minimum Compaction Requirements', z, a Utility Compaction Requirements Moisture Content Range' Description 9 inches or less in loose thickness when heavy, self-propelled compaction equipment is used 6 inches or less in loose thickness when placing around utility pipes 4 4 inches in loose thickness when hand -guided equipment (i.e. jumping jack or plate compactor) is used 98% below foundations and within 1 foot of finished pavement subgrade 95% above foundations, and more than 1 foot below finished pavement subgrade Per Iowa SUDAS depending on specific backfill zones, unless within 1 foot of finished pavement subgrade o a m Low plasticity cohesive: -2% to +3% *S2 rn f D_t � High plasticity cohesive: 0 to +4% r �— m Granular: -3% to +3% ['C1 1. As determined by the standard Proctor test (ASTM D 698). -0 M CD 2. Lean to fat clay and fat clay should not be compacted to more than 100 percent�el Pro or maximum dry density. v o 3. If the granular material is a coarse sand or gravel, or of a uniform size, or has a low fir eR content, compaction comparison to relative density maybe more appropriate. In this case, granular materials should be compacted to at least 70% relative density (ASTM D 4253 and D 4254). 4. Per Iowa Statewide Urban Design and Specifications (SUDAS). Grading and Drainage All grades must provide effective drainage away from the pavements during and after construction and should be maintained throughout the fife of the pavements. Water retained on pavement surfaces can result in soil movements greater than those discussed in this report. Exposed ground should be sloped and maintained at a minimum 5 percent away from buildings for at least 10 feet beyond the perimeter of the building. Locally, flatter grades may be necessary Responsive m Resourceful ■ Reliable 9 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 1 erracon Geon port to transition ADA access requirements for flatwork. After construction and landscaping, final grades should be verified to document effective drainage has been achieved. Grades should also be periodically inspected and adjusted as necessary as part of the structure's maintenance program. Earthwork Construction Considerations Shallow excavations are anticipated to be accomplished with conventional construction equipment. Upon completion of filling and grading, care should be taken to maintain the subgrade water content prior to construction of pavements. Construction traffic over the completed subgrades should be avoided. The site should also be graded to prevent ponding of surface water on the prepared subgrades or in excavations. Water collecting over, or adjacent to, construction areas should be removed. If the subgrade freezes, desiccates, saturates, or is disturbed, the affected material should be removed, or the materials should be scarified, moisture conditioned, and recompacted, prior to construction. Groundwater was only observed in Boring B -2A at a depth of about 9 feet. Based on our review of the available data, we do not anticipate that groundwater will unduly impact construction activities for this project. However, it is possible that the groundwater table could rise and affect overexcavation and replacement of existing fill below foundations, and deeper utility trench excavations. A temporary dewatering system consisting of sumps with pumps could be necessary to achieve the recommended depth of overexcavation. o o As a minimum, excavations should be performed in accordance with OSHPy11i53,-FMPart t6, Subpart P, "Excavations" and its appendices, and in accordance with any apple local, or state regulations. ''rte- on =gym rn Construction site safety is the sole responsibility of the contractor who WOolsmlhe r ns, methods, and sequencing of construction operations. Under no circu9stances shall the information provided herein be interpreted to mean Terracon is assuming responsibility for construction site safety, or the contractor's activities; such responsibility shall neither be implied nor inferred. Construction Observation and Testing The earthwork efforts should be monitored under the direction of the Geotechnical Engineer. Monitoring should include documentation of adequate removal of existing fill and unsuitable materials, proofrolling and mitigation of areas delineated by the proofroll to require mitigation. Each lift of compacted fill should be tested, evaluated, and reworked as necessary until approved by the Geotechnical Engineer prior to placement of additional lifts. In areas of foundation excavations, the bearing subgrade should be evaluated under the direction of the Geotechnical Responsive ■ Resourceful ■ Reliable 10 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 Irerracon GeoReport Engineer. In the event that unanticipated conditions are encountered, the Geotechnical Engineer should prescribe mitigation options. In addition to the documentation of the essential parameters necessary for construction, the continuation of the Geotechnical Engineer into the construction phase of the project provides the continuity to maintain the Geotechnical Engineer's evaluation of subsurface conditions, including assessing variations and associated design changes. SHALLOW FOUNDATIONS As discussed in the Earthwork section, we recommend that all existing fill be removed from below new shallow foundations if the risk of distress attributed to existing fill cannot be tolerated. Existing and possible fill was encountered to depths ranging from about 6 to 11 feet in the borings, but could be found at different depths at locations not directly explored. If fill removal cannot be accomplished within the space constraints on the pedestrian mall, and the City of Iowa City accepts the risk of potentially adverse foundation performance, such as differential movement or greater -than -expected settlement or crack propagation into the superstructure, consideration could be given to performing a partial overexcavation of the existing fill and allowing a portion of the fill to remain in place. Lower strength native soils are present below the existing fill. At higher bearing preWres, these soils would be subject to excessive settlement. We anticipate that the neV5'mprovemen-.t��'lll have relatively low loads, and that foundation dimensions may be governed afire bnresist Arfca to overturning and/or uplift than by bearing capacity. To help reduce the potpgf�ial fol movrrent related to the existing fill and underlying lower strength soils, we recommelgpe oe of w bearing pressure and subgrade improvement through granular replacement. 0;g N If the entire zone of existing and possible fill is removed below foundations, v1tr recon nend that a granular material be used as the structural backfill below the foundations. We also recommend that a geofabric separation layer be placed at the base of the overexcavation to reduce the potential for the fine-grained native soils to migrate into the granular zone. If existing fill is left in place below foundations, we recommend that a minimum of 2 feet of compacted crushed stone (such as Iowa DOT Section 4120.04 Class A Roadstone) be used below all footings. As an alternative to overexcavation and replacement below foundations, consideration could be given to using a system of intermediate deep foundations such as micropiles or helical piers to support the foundations. Additional information regarding these systems is provided in the Specialty Foundations section. Responsive a Resourceful a Reliable 11 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 Shallow Foundation Design Parameters 1rerracon GeoRep ro tro t nern wca�I 1p wn Maximum Net Allowable Bearing 1,2 1,000 psf pressure ■ Granular backfill extending to native soils, or Required Bearing Stratum , 0 Minimum of 2 feet of compacted crushed stone Minimum Foundation Dimensions 30 inches Ultimate Passive Resistance ° 290 pcf (cohesive backfill) (equivalent fluidpressures) 360 pcf (granular backfill) Ultimate Coefficient of Sliding Frictions - (native clay) 0.40 ranular material Minimum Embedment below Exterior footings in unheated areas: 48 inches Finished Grade for Frost Protection Estimated Total Settlement from Less than about 1 inch with complete fill removal; ` Settlement estimate not possible in areas of Structural Loads uncontrolled fill Estimated Differential Settlement 2 About 2/3 of total settlement 1. The maximum net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. An appropriate factor of safety has been applied. These bearing pressures can be increased by 1/3 for transient loads unless those loads have beepJactored to account for transient conditions. c 2. Values provided are for maximum loads noted in Project Description. O m 3. Unsuitable should be overexcavated and replaced per the recommendations presentt isovi n 4. Use of passive earth pressures require the sides of the excavation for the spread fo;tltxf4ou5%tion te*e nearly vertical and the concrete placed neat against these vertical faces or that (Melootida form removed and compacted structural fill be placed against the vertical footing face. --4n 5. Can be used to compute sliding resistance where foundations are placed on suitable sfi ratertels. A be neglected for foundations subject to net uplift conditions. ;-= = t"9 Construction Adjacent to Existing Structures 9 Some of the new improvements are planned to be constructed near existing structures on the pedestrian mall. Care should be taken during any excavation adjacent to existing foundations so as not to disturb any existing foundation bearing soils. Performing overexcavations that extend below existing foundations carries risk of structural distress and should not be attempted without additional geotechnical review of actual conditions at the time of construction. We do not anticipate that any of the improvements will be connected to existing structures, nor do we anticipate utility lines extending between structures that would require flexible couplings. New shallow footings should bear at or near the bearing elevation of immediately adjacent existing shallow foundations. Depending upon their locations and current loads on the existing footings, footings for the new addition could cause settlement of adjacent walls. To reduce the risk and Responsive a Resourceful ® Reliable 12 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 lferr�con GeoReport concern of causing additional settlement of existing foundations, clear distances at least equal to the new footing widths should be maintained between new footings and footings supporting the existing structures. Uplift Load Considerations If required, uplift resistance of spread footings for the canopy stage or gateway structures can be developed from the effective weight of the footing and the overlying soils. As illustrated on the subsequent figure, the effective weight of the soil prism defined by diagonal planes extending up from the top of the perimeter of the foundation to the ground surface at an angle, 0, of 20 degrees from the vertical can be included in uplift resistance. The maximum allowable uplift capacity should be taken as a sum of the effective weight of soil plus the dead weight of the foundation, divided by an appropriate factor of safety. A maximum total unit weight of 120 pcf should be used for the backfill. This unit weight should be reduced to 55 pcf for portions of the backfill or natural soils below the groundwater elevation. Limits of Soil for Uplift Foundation Construction Considerations As noted in the Earthwork section, the footing excavations should be evaluated under the direction of the Geotechnical Engineer. The base of all foundation excavations should be free of water and loose soil, prior to placing concrete. Concrete should be placed soon after excavating to reduce bearing soil disturbance. Care should be taken to prevent wetting or drying of the bearing materials during construction. Excessively wet or dry material or any loose/disturbed Responsive ■ Resourceful ■ Reliable 13 4.4.4•L•4.4• Design Groundwater Depth per foundation Weight of I designer \ \%TConcrete Vl N o _ ZG Gni Backfill l f m Backfill rj�M1.ti. �n m iLL•i�r:i`r•r•r•i4•iL•i4•i:r:i•r• 4 4•L•L•S•4 4 L•4.4 s Q C-3 TemporaryShoring Foundation Construction Considerations As noted in the Earthwork section, the footing excavations should be evaluated under the direction of the Geotechnical Engineer. The base of all foundation excavations should be free of water and loose soil, prior to placing concrete. Concrete should be placed soon after excavating to reduce bearing soil disturbance. Care should be taken to prevent wetting or drying of the bearing materials during construction. Excessively wet or dry material or any loose/disturbed Responsive ■ Resourceful ■ Reliable 13 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 1Cerraeon 6eoReport material in the bottom of the footing excavations should be removed/reconditioned before foundation concrete is placed. Overexcavation for structural fill placement below footings should be conducted as shown below. The overexcavation should be backfilled up to the footing base elevation with compacted crushed stone material placed as recommended in the Earthwork section. SPECIALTY FOUNDATIONS Helical piers or micropiles could be considered for support of the foundations. HelirA piers and micropiles would be designed and installed by a specialty contractor. Due to Me spealty nature of these foundation systems, we recommend that a performance specificat@0e Wpd fCMe project. Helical piers consist of varying diameter helices (auger blades) wekftd�+to 8'sectimmf steel rod. Rod extensions are used above the section with the helices. Thcq�qs gn scrrwed into the ground with a calibrated torque -head either braced in position or teddo nMe equipment. Increased pier capacity (up to a limit) is achieved by increasingdfi�,hp4d Woe during installation. An individual helical pier is commonly capable of aching allowable vertical compressive capacity of up to 50 kips, although such capacities may not be SBailable in the somewhat shallow borings terminating in softer soils. Items including pier spacing, length, and element capacity should be determined by an experienced and qualified specialty contractor familiar with this procedure in conjunction with the geotechnical and structural engineers for this project. The structural engineer should review the designer's estimates of capacity and settlement to determine if additional piers may be required. Because the helical piers are intended to fully support the structural load, frictional resistance at the base of grade beams should not be included in lateral load resistance computations. Lateral resistance can be provided using passive resistance on the sides of grade beams and caps. Both grade beams and pile caps should be constructed with frost depth embedment to Responsive ■ Resourceful ■ Reliable 14 Geotechnical Engineering Report Pedestrian Mall Improvements in Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 lreraconn GeoReport reduce the occurrence of uplift on these features. Some difficulties may be experienced when installing helical piers due to the presence of gravel and debris in the existing fill zones. Contractors must take care to avoid misinterpreting sudden increases in torsional resistance as associated increases in axial capacity. Advancement of helical piers in the existing fill may be difficult if obstructions are present, and it is important that the helix plates extend through the fill. We recommend that a Terracon representative be on site during helical pier installation to observe and document the installation procedures, and to note the torque applied to each pier. Terracon should review the proposed test procedures with the contractor prior to testing. We can provide contact information for a helical pier contractor, if requested. SEISMIC CONSIDERATIONS The seismic design requirements for buildings and other structures are based on Seismic Design Category. Site Classification is required to determine the Seismic Design Category for a structure. The Site Classification is based on the upper 100 feet of the site profile defined by a weighted average value of either shear wave velocity, standard penetration resistance, or undrained shear strength in accordance with ASCE 7. Description i Value 2015 International Building Code Site Classification (IBC) z w Site Latitude N 41 1.% Site Longitude W 91°-3P59.P/ SDs Spectral Acceleration for a Short Period 3 �c�,, S � :rte ro SD, Spectral Acceleration for a 1Second Period 3 088g o 1. Seismic site classification in general accordance with the 2015 International Building Code, which refers to ASCE 7. 2. The 2015 International Building Code (IBC) uses a site profile extending to a depth of 100 feet for seismic site classifieafion. Borings at this site were extended to a maximum depth of 20.5 feet. The site properties below the boring depth to 100 feet were estimated based on our experience and knowledge of geologic conditions of the general area. Additional deeper borings or geophysical testing may be performed to confine the conditions below the current boring depth. 3. These values were obtained using online seismic design maps and tools provided by the USGS (hftp7//earthcivake.usgs.gov/hazards/dgaganimA/). Responsive a Resourceful a Reliable 15 Geotechnical Engineering Report 1rerracon Pedestrian Mall Improvements ■ Iowa City, Iowa ----- - October 5, 2017 ■ Terracon Project No. 06175127.01 GeoReport BELOW -GRADE STRUCTURES Trench Excavations Classification of the soil types presented in this report is based solely on the materials encountered in these borings. We understand that the City of Iowa City follows SUDAS recommendations for subsurface utility work, and much of the discussion on this section references SUDAS terminology. Please refer to the Earthwork section for recommendations on suitable materials and compaction requirements. The subsurface material and conditions may vary between the borings and/or other unexplored locations across the site. Therefore, it is possible that the subsurface materials at various locations and depths may vary significantly. The contractor should verify that similar conditions exist throughout the trench excavation area. Existing fill was encountered in each of the borings performed for this project, and granular materials were present within the fill in several borings. Contractors should be aware of OSHA requirements for excavations slopes in different materials types, and perform trench excavations accordingly. Trench boxes may also be necessary at this site to provide safe excavations. All vehicles should be kept at least the distance equal to the depth of the trench from`l5e crest of excavation slopes to prevent slope failures and ensure safe working con tps.- VehI`" adjacent to trenches would significantly influence the stability of the slopes as3VtligBd by-4hre OSHA regulations. The exposed slope faces should be protected with bracingGnn /or(�dditirnal supports. Surface water should be diverted awayfrom the excavation areas. T'certch exr3avat�i utility placement, and backfilling should be completed as rapidly as possible. Tbq9;ngtFof ow trench should be held to a minimum. The site soils could be susceptible t4pe ilure or sloughing, even with relatively flat slopes, and this should be considered during construclion. Pipe Bedding and Backfill Pipe bedding materials should comply with the current requirements of the pipe manufacturer or per SUDAS. Depending on the excavation depth, most of the materials that will be removed during the excavations will likely be classified as class IVA material (clays) along College Street and as class II or III material (sands) along Dubuque Street. We do not anticipate that the onsite soils will be suitable for use as pipe bedding material. We recommend fill be placed in accordance with SUDAS guidelines. All fill materials should be compacted to a minimum of 90% of the standard Proctor dry density, and higher per SUDAS requirements for different backfill zones. To prevent damage to the pipe, caution should be exercised while compacting fill lifts immediately above the pipe. The moisture content of backfill should be in accordance with the Fill Compaction Requirements subsection within the Earthwork section of this report to achieve compaction and develop a stable fill section. Responsive s Resourceful s Reliable 16 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 1Ierracon GeoReport If excavation for the pipeline extends into softer zones encountered in the subsurface profile beginning at depths ranging from 6 to 13 feet, there is a potential for overexcavation to be required below the pipe bedding material. If overexcavations are performed, SUDAS recommends the use of 21/rinch clean crushed stone below the standard pipe bedding material. Overexcavations should be limited to a depth of 2 feet or less below the bedding material. Care should be taken so that the subgrade at the base of the excavations is not disturbed during construction. Disturbed or unstable materials should be removed before placing any granular bedding material. While not anticipated to be commonly encountered at this site, shallow groundwater, lower strength soils, and/or unstable conditions could be present in portions of the trench excavation areas, and these conditions should be corrected prior to pipe and backfill placement. We recommend fill placement and compaction be observed and tested by Terracon. LATERAL EARTH PRESSURES Design Parameters Structures with unbalanced backfill levels on opposite sides should be designed for earth pressures at least equal to values indicated in the following table. Earth pressures will be influenced by structural design of the walls, conditions of wall restraint, methods of construction and/or compaction and the strength of the materials being restrained. Two wall restraint conditions are shown. Active earth pressure is commonly used for design of free-standincant il ever retaining walls and assumes wall "at S = Surcharge a pMnure nnoMnl c to 00 H) movement. The -rest' condition —+ assumes no wall movement and is 5 Fcom4st pressure �� iC� t4verndwssurrbd commonly used for basement walls, Hw1writal :gym Z7 m loading dock walls, or other walls ed Grade N Q restrained at the top. The H O recommended design lateral earth HoARntai pressures do not include a factor of Finished Grade safety and do not provide for possible hydrostatic pressure on the walls—p-p'� Retaining Wall (unless stated). Responsive ® Resourceful a Reliable 17 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 lrerracon GoeReprot Backfill placed against structures should consist of granular soils or low plasticity cohesive soils. For the granular values to be valid, the granular backfill must extend out and up from the base of the wall at an angle of at least 45 and 60 degrees from vertical for the active and passive cases, respectively. Subsurface Drainage for Below Grade Walls A perforated rigid plastic or metal drain line installed behind the base of walls that extend below Equivalent Fluid line around abelow-grade building area or exterior Earth Pressure, p2 Earth Coefficient for Density (pcf) Surcharge (psf) Pressure Conditions Backfill Type With - Without Pressure, pt (psf) With - Without Drainage Drainage Drainage Drainage Active Granular -0.33 40 80 (0.33)S (40)H (80)H (Ka) Lean Clay - 0.42 50 85 (0.42)S (50)H (85)H At -Rest Granular -0.46 55 90 (0.46)S (55)H (90)H (Ko) Lean Clay - 0.58 70 95 1 (0.58)S (70)H (95)H Passive Granular - 3.0 360 240 — --- --- (Kp) Lean Clav - 2.4 290 205 --- --- Backfill placed against structures should consist of granular soils or low plasticity cohesive soils. For the granular values to be valid, the granular backfill must extend out and up from the base of the wall at an angle of at least 45 and 60 degrees from vertical for the active and passive cases, respectively. Subsurface Drainage for Below Grade Walls A perforated rigid plastic or metal drain line installed behind the base of walls that extend below adjacent grade is recommended to prevent hydrostatic loading on the walls. The invg of a drain line around abelow-grade building area or exterior retaining wall shots beced n ar foundation bearing level. The drain line should be sloped to provide positiveit ainag�or to a sump pit and pump. The drain line should be surrounded byto Tin ' f rWdIdhg M clean, free -draining granular material having less than 6 percent passing the No. 200 sieve, such as IDOT Section 4121 (Gradation_ Foundation wall - 12a) or porous backfill (Gradation 29). The free -draining aggregate Backfill (see repel requirements) should be encapsulated in a filter Free -draining graded granular filter material or fabric. The granular fill should neo graded free -draining material encapwtatedin \ \\ \\v \ extend to within 2 feet of final an appropriate filter fabrie tell report) \ Native, undisturbed sail or engineered fill grade, where it should be capped • ?\ \— with compacted cohesive fill to _.4 — reduce infiltration of surface water L < Perforated drain pipe (Rigid PVC ...lease ated oche wsehrepal) into the drain system As an alternative to free -draining granular fill, a pre -fabricated drainage structure may be used. A pre -fabricated drainage structure is a plastic drainage core or mesh which is covered with filter fabric to prevent soil intrusion, and is fastened to the wall prior to placing backfill. Responsive at Resourceful a Reliable 18 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 1rerracon Geon port If controlling hydrostatic pressure behind the wall as described above is not possible, then combined hydrostatic and lateral earth pressures should be calculated for lean clay backfill using an equivalent fluid weighing 90 and 100 pcf for active and at -rest conditions, respectively. For granular backfill, an equivalent fluid weighing 85 and 90 pd should be used for active and at -rest, respectively. These pressures do not include the influence of surcharge, equipment or pavement loading. PAVEMENTS General Pavement Comments Traffic load information was not available at the time of this report; therefore, a formal pavement design is not provided. Some typical pavement sections are provided below associated with the functional classification of the roadways subject to vehicular traffic. In areas surfaced with pavers subjected to only pedestrian traffic, performance will be tied to environmental effects (moisture/temperature variations in combination with variations in subgrade support) more than loads. Use of a PCC base course will improve the performance of a paver surface by promoting a more uniform surface that will better span local areas of differential movements. Improvements to the strength of the paver section with concrete base might not be of high benefit, but will accommodate occasional stray vehicular traffic if it occurs. A uniform granular crushed aggregate subbase course should be considered with the PCC section. Sand setting courses should be used as recommended with the selected paver system. Pavement Design Parameters As a minimum, we suggest the following typical pavement sections be considered. All pavement materials should meet the current Iowa DOT Standard Specifications for Highway aM Bridge Construction, including: o m ■ Asphaltic Surface — IDOT Type A Asphaltic Cement Concrete: Section 2-1a W ` ■ Asphaltic Base — IDOT Type B Asphaltic Cement Concrete: Section 232' C7%�-- ■ Concrete Pavement —I DOT Portland Cement Concrete Type C: Sectio1 m C:) = Q � O b Responsive ■ Resourceful ■ Reliable 19 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 lrarracon GeoReport The estimated pavement sections provided in this report are minimums for the assumed design criteria, and as such, periodic maintenance should be expected. A maintenance program that includes surface sealing, joint cleaning and sealing, and timely repair of cracks and deteriorated areas will increase the pavement's service life. As an option, thicker sections could be constructed to decrease future maintenance. Openings in pavements, such as decorative landscaped areas, are sources for watqenfiltration into surrounding pavement systems. Water can collect in the islands an�r�graint� surrounding subgrade soils thereby degrading support of the pavement. ismspec�lly applicable for islands with raised concrete curbs, irrigated foliage, and low �b*e*lity ear - surface soils. The civil design for the pavements with these conditions should 4@de%atur,€n restrict or to collect and discharge excess water from the islands. Examples ofjgsdure3fare drains connected to the storm water collection system, longitudinal subdrainsii�r otheW suitable cm outlet and impermeable barriers preventing lateral migration of water such as a cutoff wall installed to a depth below the pavement structure. Pavement Drainage Pavements should be sloped to provide rapid drainage of surface water. Water allowed to pond on or adjacent to the pavements could saturate the subgrade and contribute to premature pavement deterioration. In addition, the pavement subgrade should be graded to provide positive drainage within the granular base section. Appropriate sub -drainage or connection to a suitable daylight outlet should be provided to remove water from the granular subbase. Responsive a Resourceful s Reliable 20 Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 1rerracon GeoReport Due to frost -susceptible soils and the possibility of perched groundwater, consideration should be given to installing a pavement subdrain system to control subgrade moisture, improve stability, and improve long term pavement performance. We recommend at least six inches of free -draining granular material should be placed beneath the pavements. The use of a free draining granular base will also reduce the potential for frost action. We recommend pavement subgrades be crowned at least two percent, to promote the flow of water towards the subdrains, and to reduce the potential for ponding of water on the subgrade. The design recommendations for the subdrains are provided in the following table: Subdrain Design Recommendations __._. Item — Value 6 inches of material meeting IDOT Specification Free -Draining Granular Base Thickness 4121 or 4123 Minimum Drain Pipe Diameter 4 inches 16 inches or greater to provide minimum 6 -inch Drain Trench Width annulus of drainage aggregate around drain pipe. Invert Depth Below Subgrade Elevation 3'/z feet Maximum Drain Pipe Spacing 50 feet Subdrain Trench Backfill Material IDOT Section 4131 (porous backfill) The subdrains should be hydraulically connected to the free -draining granular base layer. Subdrains should be sloped to provide positive gravity drainage to reliable discharac a points. Periodic maintenance of subdrains is required for long-term proper performance. !E' Pavement Maintenance r' -G rn :- Pavement performanceis affected by its surroundings. In addition to pr g .R3eveM maintenance, the civil engineer should consider the following recommenclationiReffsigniv layout of pavements: ry 0 0 ■ Final grade adjacent to paved areas should slope down from the edges at a minimum 2% ■ The subgrade and pavement surface should have a minimum 2% slope to promote proper surface drainage ■ Install below pavement drainage systems surrounding areas anticipated for frequent wetting ■ Seal all landscaped areas in or adjacent to pavements to reduce moisture migration to subgrade soils Responsive ■ Resourceful ■ Reliable 21 Geotechnical Engineering Report lrarracon Pedestrian Mall Improvements ■ Iowa City, Iowa Geo_ R p October 5, 2017 ■ Terracon Project No. 06175127.01 FROST CONSIDERATIONS The soils on this site are frost susceptible, and small amounts of water can affect the performance of the slabs on -grade, sidewalks, and pavements. Exterior slabs should be anticipated to heave during winter months. If frost action needs to be eliminated in critical areas, we recommend the use of non -frost susceptible (NFS) fill or structural slabs (for instance, structural stoops in front of building doors). As an alternative to extending NFS fill to the full frost depth, consideration can be made to placing extruded polystyrene or cellular concrete under a buffer of at least 2 feet of NFS material. GENERAL COMMENTS Our services are conducted with the understanding of the project as described in the proposal, and will incorporate collaboration with the design team as we complete our services to verify assumptions. Revision of our understanding to reflect actual conditions important to our services will be based on these verifications and will be reflected in the final report. The design team should collaborate with Terracon to confirm these assumptions and to prepare the final design plans and specifications. This facilitates the incorporation of our opinions related to implementation of our geotechnical recommendations. Any information conveyed prior to the final report is for informational purposes only and should not be considered or used for decision-makineurposes. Our analysis and opinions are based upon our understanding of the geotecQgN cqr ditiorrJV the area, the data obtained from our site exploration and from our understan -) f fib pr Variations will occur between exploration point locations, across the site, or du��e tha;modi ing effects of construction or weather. The nature and extent of such variations neer becMi evident until during or after construction. Terracon should be retained as Gdechlol Engineer, where noted in the final report, to provide observation and testi n servigs during grading, excavation, foundation construction and other earth -related construction ph3Wes of the project. If variations appear, we can provide further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on-site, we should be immediately notified so that we can provide evaluation and supplemental recommendations. Our scope of services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Our services and any correspondence are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no third party beneficiaries intended. Responsive ■ Resourceful s Reliable 22 Geotechnical Engineering Report lrlsrraaon Pedestrian Mall Improvements ■ Iowa City, Iowa GeotRep rt0 October 5, 2017 ■ Terracon Project No. 06175127.01 Any third party access to services or correspondence is solely for information purposes only. Reliance upon the services and any work product is limited to our client, and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made. Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly Impact excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety, and cost estimating including, excavation support, and dewatering requirements/design are the responsibility of others. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing. lr' drbdiify that anthWlrby me or QESSIO 7!"' under direct personal supervision daama dulycensed Q : •:<(% Professional Enginear ynder the laws of the State of Iowa. ';'L�//� ' NICHOLAS L.••24== HUSSEY m 22844a = Nicholas L. Hussey, P. E. Date My license renewal date is December 31, 2018. Q rp .ter rn • 1 D� m C-) M C:)� � Q N 'l C:) G? Responsive r Resourceful Reliable 23 ATTACHMENTS N O_ 0 O rn ;< M -v rn � O O Geotechnical Engineering Report Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 ■ Terracon Project No. 06175127.01 EXPLORATION AND TESTING PROCEDURES Field Exploration Number of Borings 3 Boring Depth (feet) 20.5 1rerracon GeoReport Planned Location Gateway structures and stage canopy 3 I 15.5 1 Story wall and utilities Boring Layout and Elevations: We use handheld GPS equipment to locate borings with an estimated horizontal accuracy of +/-20 feet. Approximate elevations are obtained from the Johnson County GIS. Subsurface Exploration Procedures: We advance soil borings with an ATV drill rig using continuous flight augers (solid stem and hollow stem). Four samples are obtained in the upper 10 feet of each boring with additional samples obtained at intervals of 5 feet thereafter. The samples are placed in appropriate containers, taken to our soil laboratory for testing, and classified by a geotechnical engineer. In addition, we observe and record groundwater levels during drilling and sampling. Soil samples are field screened with a photoionization detector to detect the presence of volatile organic vapors. Our exploration team prepares field boring logs as part of standard drilling operatiorg including sampling depths, penetration distances, and other relevant sampling informatiorrjdeld s inCRTt>Je visual classifications of materials encountered during drilling, and our interpretpio of�bsurfte conditions between samples. Boring logs, prepared from field logs, represerl>atp gotech c I engineer's interpretation, and include modifications based on observations anC4,�'hor tgry tEM o� ro 0 Laboratory Testing 3' o 0 The project engineer reviews field data and assigns various laboratory tests to better understand the engineering properties of various soil strata. The following tests were performed for this project. Test Description Visual -Manual Description of Soils Moisture Content Atterberg Limits Organic Content Responsive ■ Resourceful ■ Reliable Geotechnical Engineering Report lrerracon Pedestrian Mall Improvements ■ Iowa City, Iowa -------- October 5, 2017 ■ Terracon Project No. 06175127.01 GeoRepof t TestDescri 1lon Percent Passing No. 200 Sieve Unconfined Compression Strength of Soil Unit Weight of Soil Our laboratory testing program includes examination of soil samples by an engineer. Based on the material's texture and plasticity, we describe and classify soil samples in accordance with the Unified Soil Classification System (USCS). Responsive ■ Resourceful ■ Reliable N O_ E5 *c m rrnn v� Co �-� C r -�� rrn -o rn zr �� = 0 c, IV O O Responsive ■ Resourceful ■ Reliable SITE LOCATION AND EXPLORATION PLANS N P Co 'T1 rn —n Yy t rrn -o �m N Cy O O )N and NEARBY GEOTECHNICAL DATA I Improvements ■ Iowa City, Iowa 7 ■ Terracon Proposal No. PXXXXXXXX 1= Gea br r * m j Z r p E i�avenport St M t z ' E Njet 5t #y► T T E Jeffers St 3�Yf"GI � cf5 � y LlnPversaty o (cicv0 �: / $�� � # 4 3:- V IF College �. �u+li vi tr r re St � `°' G m,-tn E Burlin D� wOhIGf£LL©4 r c, 6n ZE N $ o Historic Ta tear!rt5 4'� u+ v+ lii9w@ vI- Myrtle Ave a v > a i7 `�V 3 ® 2017 MkmsoR &rpora6 -NERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES �A MAP PROVIDED BY MICI N PLAN he'll I Improvements ■ Iowa City, Iowa 7 ■ Terracon Proposal No. PXXXXXXXX Geo, ENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICI 2016 FEB -5 PM 2: 01 CITY CLERK IOWA CITY, IOVIA co F- LU W w Z O Q O J a x w BORING LOG NO. B-1 Pae 1 of 1 PROJECT: Pedestrian Mall Improvements CLIENT: Genus Landscape Architects PC Des Moines, IA SITE: College Street and Dubuque Street Iowa City, IA w LOCATION Sea Exploration Plan o a v F e ATTERBERG LIMITS g p L) > 5 LaGNde: 41.85898° Longitude: -91.53447' J FF ���uu raF ¢ > rc w� t- H z z M o Northing: 810500.885 Eestin9: 2177472.807 W � w CL O 9 0= °� 3 i LL-PL-PI to a 0 f Surface Elev.: 686 (Ft.) O30 u U DEPTH ELEVATION F .. 2" Brick "Asphalt " Portland Cement Concrete FILL - SANDY LEAN CLAY, with gravel and brick 1 71 71 fragments, dark brown 3 5 882.5 I FAN CLAY (Possible FIII1 (CLI, trace sand, brown gray, 2-2-3 1.75 27 46-18 28 medium stiff to stiff7 1 5 N=5 (HP) 6 p 880 LEAN CLAY (CLItrace sand, gray brown to gray, medium 12 2-2-3 0.5 stiff N=5 (HP)24 16 1.2-2 0.5 23 t N=4 (HP) %4 2 i; 13 2-2-2 W615— N=4 O n —n 8 1.2 1 24 20.5 665.5 2 N= x (ljrij Boring Terminated at 20.5 Feet"3 O Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See Exploration and Testing Procedures for a Notes: Power Auger description of field and laboratory procedures used arid additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Abandonment Method: Bonng backfilled with auger cuttings and sand upon Elevation from Johnson County GIS completion. WATER LEVEL OBSERVATIONS I terra con Boring Started: 09-18-2017 Boring Completed: 09-18-2017 No water observed during drilling/sampling Drill Rig: CME-SSOX Duller: DL No water observed immediately after drilling 264012th SW Cedar Rapids, IA IPmject No.: 06175127 BORING LOG NO. B-2 Pae 1 of 1 PROJECT: Pedestrian Mall Improvements CLIENT: Genus Landscape Architects PC Des Moines, IA SITE: College Street and Dubuque Street Iowa City, IA w LOCATION See Exploration Plan w i _ F ATTERBERG LIMITS O > g Longitude: V u>1 OF >a ? FW N F ❑ ~ W Latitude: 41.65882° -91.53313° Northing: 610450.874 Fasting: 2177840.3 J a �> w ora o- ¢ w tl Surface Elev.: 680 (Ft.) ual ❑ �W m 4 O w LL� OM 3zo LL -PL -PI a E 3 U DEPTH ELEVATION F. O w 2" Brick S' Portland Cement Concrete FILL - SILTV SAND , fine to medium with clay pockets, 5-7-8 brown 9 N=15 9 4.7 1 6 4-4-5 6 5— N=g 6.0 674 Boring terminated on buried concrete structure at 6 Feet O D 7 m o_ s Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See Exploration and Testing Procedures for a Notes: Power Auger description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Abandonment Method: Boring backfilled with auger cuttings and sand upon completion. Elevation from Johnson County GIS WATER LEVEL OBSERVATIONS 1 ��rr�con Boring Started: 09-18-2017 Boring Completed: 09-18-2017 No water observed during drilling/sampling Drill Rig: CME-55OX Driller. DL No water observed immediately after drilling 2640 12th St SW Cedar Rapids, IA Project No.: 06175127 BORING LOG NO. B-2A Pae 1 of 1 PROJECT: Pedestrian Mall Improvements CLIENT: Genus Landscape Architects PC Des Moines, IA SITE: College Street and Dubuque Street Iowa City, IA O w LOCATION See Exploration Plan W 2 o. S F �. ATTERBERG LIMITS g v O Q W w mR Or z S2 _ Latitude: 41.65884° Longitude: -91.53303° Northing:610458.778 Easting: 2177867.455 o O= qo- a w� W a U y z 3z LL-PL-PI O Surface Elev.: 680 (Ft.) o a 3:m u_ a E DEPTH ELEVATION fFQ 2" Brick 1 1 5 "Portland Cement Concrete 678.5 fine to medium, brown FILL - BROKEN CONCRETE PIECES t 4.5 675.5 5 FILL - POORLY GRADED SAND, fine to medium with clay pockets, brown 8 2-1-2 7 N=3 1 1-27.4 becoming fine to coarse with concrete debris 5 N=31 18 11.0 669 LEAN CLAY (CLI. trace sand, gray brown, softto medium stiff tV X11 N1 Oaf 27 15— C7 2 —� n� 1 •fir m 'C a� = 10 N 25 2 I9) zo s 669.5 Boring Terminated at 20.5 Feet Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See Exploration and Testing Procedures for a Notes: Hollow Stem Auger descriptor, of field and laboratory procedures BORING OFFSET ABOUT 10' EAST OF B-2 used and additional data (If any). See Supporting Information for explanagon of symbols and abbreviations. Abandonment Method: Boring backfilled with auger cuttings and sand upon completion. Elevation from Johnson county GIS WATER LEVEL OBSERVATIONS 1 rerracon Boring Started: 0318-2017 Boring Completed: 09-18-2017 .Q 9' while sampling Drill Rig: CME-550X Duller. DL No water observed immediately after drilling Project No.: 06175127 264912th sw Cedar Rapids, IA BORING LOG NO. B-3 Pae 1 of 1 PROJECT: Pedestrian Mall Improvements CLIENT: Genus Landscape Architects PC Des Moines, IA SITE: College Street and Dubuque Street Iowa City, IA LOCATION See Exploration Plan ��u i W � 5 > .-. ATTERBERG LIMIT g a Q > g Latitude: 41.65896°Longitude:-91.53231° LL. (uC �Q W > w !~yfir F� ❑c ? w ❑ Northing: 610506.942 Easting: 2178063.164 W �� Wu W a > o ❑,q w W ro O= ?� Z LL-PL-PI N 0Surface Elev.: 678 (Ft.) ❑ 3 m w W U a DEPTH ELEVATION F. O rc 2" Brick "Asphalt " Portland Cement Concrete FILL - MIXTURE OF LEAN CLAY and SAND with gravel 11N 6 7 and brick fragments, brown, gray and dark brown t 5 11 Nis 17 3.90/1 12 1-1-2 15 60 670 N=3 CLAYEY SAND (Possible Filll (SCI fine to medium, dark brown, very loose 8 1-1-1 18 N=2 t 13.0 665 LEAN CLAY (CLI, trace sand, gray, medium stiff 15 1-2-2 1.0 27 2 5.5 662.5 N=4 ( Boring Terminated at 15.5 Feet O n �1 D ED n- --1 Cl) �r m ER a N )' O StmU6cation lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See Exploration and Testing Procedures for a Notes: Power Auger description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Abandonment Method: Boring backUiled with auger cuttings and sand upon Elevation from Johnson County GIS completion. WATER LEVEL OBSERVATIONS "I rerracon Boring Started: 09-18-2017 Boring Completed: 09-18-2017 No water observed during dri/ling/sampling Drill Rig: CME-SSOX g Dollar. DL I No water observed immediately after drilling i 2640 12th SW Cedar Rapids, IA Project No.: 06175127 BORING LOG NO. B-4 Pae t of 1 PROJECT: Pedestrian Mall Improvements CLIENT: Genus Landscape Architects PC Des Moines, IA SITE: College Street and Dubuque Street Iowa City, IA O LOCATION See Exploration Plan z a c ATTERSERG o w LL' O LIMITS F 34i O g Latitude: 41.65893° Longitude: -91.53179' Northing: 61099.228Q Easting: 2178205.47 < K >i r i w r; O Dwy O�aI <� L-PI a Surface Elev.: 677 (Ft.) o mQw LL U 0. DEPTH ELEVATION VFQ O m as 2:: Portland Cement Concrete FILL - POORLY GRADED SAND, fine to medium with gravel, clay and silt, brown 11 N 9 7 to 1-2-2 11 5 Nm g 2-3-3 11 N=6 95 667.5 X B 1-2-1 N=3 0.25 11 26 LEAN CLAY (CLI trace sand, brown, soft --— --t HP /i. 0 77 1-0 2 2 1 NSEC7 ) C7� 1 �m 18.5 658.5 Z7 = FAT CLAY (CHI trace sand, gray, stiff 18 2Z 20 3 zes 56.5 2 N=8 ) Boring Terminated at 20.5 Feet Stratification lines are approximate. Io-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See Exploration and Testing Procedures for a Notes: Power Auger description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of Abandonment Method: symbols and abbreviations. Boring backlilled with auger cuttings and send upon completion. Elevation from Johnson County GIS WATER LEVEL OBSERVATIONS 1 ��rr�eon Boring Started: 09-18-2017 Boring Completed: 09-16-2017 No water observed during drilling7sampling Drill Rig: CME-55OX Driller. DL No water observed immediately after drilling 2640 12th St SW Cedar Rapids, IA Project No.: 06175127 BORING LOG NO. B-5 Pae 1 of 1 PROJECT: Pedestrian Mall Improvements CLIENT: Genus Landscape Architects PC Des Moines, IA SITE: College Street and Dubuque Street Iowa City, IA (D w LOCATION See Exploration Plan w u _ c a ATTERBERG LIMITS g c1 g Latitude: 41.65906° Longitude: -91.53307° < Or i r Northing: 610538.675 Easting: 2177854.715 a> W qay ¢wi w O w w tt > O y 9 W O= 3 i LL -PL -PI r� i Surface Elev.: 680 (Ft.) a 3 m w Z U a DEPTH ELEVATION fFQ p y K 2" Brick 1"Asphalt " Portland Cement Concrete 9-9-7 FILL -POORLY GRADED SAND , fine to medium with 10 N=16 7 gravel and clay pockets, brown 1 S 4-5-4 g 5 N=9 160 674 LEAN TO FAT CLAY (possible Fill) (CLICHI, trace sand, 15 2-2-3 2.0 25 gray, medium stiff to stiff 1 N=5 (HP) 8.5 671.5 �j LEAN CLAY (CLI, trace sand and occasional sand seams, brown gray, medium stiff to soft 72 1-2-3 0.75 23 1 N=5 (HP) i 2 N ,� 15 1-�) 2 15 0 884.5 Boring Terminated at 15.5 Feet "'1 W �n .<rrn m o� = �S' N D O Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: Sea Exploration and Testing Procedures for a Notes: Power Auger description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Abandonment Method: Boring backfilled with auger cuttings and sand upon completion. Elevation from Johnson County GIS WATER LEVEL OBSERVATIONS 1 rerracon Boring Started: 09-18-2017 Boring Completed: 09-16-2017 No water observed during drillingrsamphng Drill Rig: CME -550X Driller: DL No water observed immediately after drilling 2640 12th SI SW Cedar Repids, IA Cedar Project No.: 08175127 BORING LOG NO. B-6 Pae 1 of 1 PROJECT: Pedestrian Mall Improvements CLIENT: Genus Landscape Architects PC Des Moines, IA SITE: College Street and Dubuque Street Iowa City, IA W LOCATION See Exploration Plan ��+Z >a> c ATTERBERG LIMITS O g Latitude: 41.65946° Longitude: -91.53308° ¢ w K -� r z z oNorthing: 610684.329 Easting: 2177848.687 w �w w a > 13 w OI 3 z LL-PL-PI N Surface Elev.: 681 (Ft.) o 3O ¢ LL� DEPTH ELEVATION Ft. A 2" Brick " Asphalt .5" Portland Cement Concrete 5-136-7 II FI- POORLY GRADED SAND WITH SILT, fine to 7 3 5 7.0% medium, trace gravel, brown 1 7 1-2-2 8 5 N=4 6.0 675 LEAN CLAY ICLI, trace sand, brown to gray brown, soft 16 1-1-2 0.5 27 N=3 (HP) 13 1-1-2 0.25 28 1 N=3 (HP) 2 9 1-1-1 0.25 25 1 N=2 (HP) 665.5 Boring Terminated at 15.5 Feet O 1m C. n-4 �-r1t1 n1 n t —It7 r 3 O �x N D Stratification lines are approximate. In-situ, the transition may be gradual. Hammer Type: Automatic Advancement Method: See Exploration and Testing Procedures for a Notes: Power Auger description of field and laboratory procedures used and additional data (If any). See Supporting Information for explanation of symbols and abbreviations. Abandonment Method: i Boring backfilled with auger cuttings and sand upon l completion. Elevation from Johnson County GIS WATER LEVEL OBSERVATIONS lrerracon BonngStarted:09-182017 Bonng Completed 09-18-2017 No water observed during drilling/sampling Drill Ri CME-SSOX Duller: DL No water observed immediately after drilling 264012th St SW Cedar Rapids, IA Project No.: 06175127 50 P L A s 40 T I C T 30 Y I N 20 D E X 10 U 0 ATTERBERG LIMITS RESULTS ASTM D4318 DBoring ID a 20 4U bU OU 1UU LIQUID LIMIT Depth LL PL —pi Fines LISCS Description 4- 5.5 4$ 1$ I 28 CL I LEAN CLAY (Possible Fill) PROJECT: Pedestrian Mall Improvements SITE: College Street and Dubuque Street Iowa City, IA 1 rerracon 2640 12th St SW Cedar Rapids, IA C7 -< 1 PROJECT NUMBER: 06175127 CLIENT: Genus Landscape Architects PC Des Moines, IA z //0+ ;�z O t .00 Gy MH or OH _ ML or OL L -ML i DBoring ID a 20 4U bU OU 1UU LIQUID LIMIT Depth LL PL —pi Fines LISCS Description 4- 5.5 4$ 1$ I 28 CL I LEAN CLAY (Possible Fill) PROJECT: Pedestrian Mall Improvements SITE: College Street and Dubuque Street Iowa City, IA 1 rerracon 2640 12th St SW Cedar Rapids, IA C7 -< 1 PROJECT NUMBER: 06175127 CLIENT: Genus Landscape Architects PC Des Moines, IA FILED 2818 FEB -6 PM 2= 01 CITY CLERK IOWA CITY, IOWA z O H Q O U - z C7 z O a a cn GENERAL NOTES DESCRIPTION OF SYMBOLS AND ABBREVIATIONS Pedestrian Mall Improvements is Iowa City, Iowa October 5, 2017 in Tenacon Project No. 06175127.01 lrerracon Geon port SAMPLING WATER LEVEL FIELD TESTS Water Initially Encountered (HP) Hand Penetrometer aN V Auger Split Spoon Water Level After a Specified Period (T) Torvane of Time ' m Water Level After a Specified Period (b/f) Standard Penetration Test (blows per Shelby Tube Macro Core V of Time foot) (PID) Photo -Ionization Detector Nater levels indicated on the soil boring logs are the levels easured in the borehole at the times indicated. Ring Sampler Rock Core oroundwater level variations will occur over time. In low (OVA) Organic Vapor Analyzer ermeability soils, accurate determination of groundwater evels is not possible with short term water level (DCP) Dynamic Cone Penetrometer bservations. Grab Sample No Recovery -SCRIPTIVESOIL CLASSIFICATION:::: oil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 leve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 leve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as odifers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-grained soils re defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. O_CATION AND ELEVATION NOTES niess otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is enable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead the surface elevation was approximately determined from topographic maps of the area. STRENGTH TERMS CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS (50% or more passing the 1200 sieve) (More than 50% retained on No. 200 sieve) Consistency determined by laboratory shear strength testing, field visual -manual procedures, or Densitydetermined b Standard Penetration Resistance Y standard penetration resistance Standard Penetration or N -Value Descriptive Term unconfined Compressive Standard Penetration or N -Value Descriptive Tenn (Density) Blows/Ft. (Conaistency) Strength, Qu. tsf Blows/Ft. Very Loose 0 - 3 Ver Soft Less than 0.25 0 - 1 _ Loose 4-9 Soft 0.25 to 0.50 — — 2-4 en Medium Dense 10-29 Medium Stiff 0.50 to 1.00 t Dense 30-50 Stiff 1.00 to 2.00 to 8..ii Very Dense > 50 Very Stiff 2.00 to 4.00 — I 1 r-' 0 Hard > 4.00 -<r-- RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE INOLLOGY Descriptive term(s) of Percent (%) of dry weight Major component of particle size other constituents -:......Sample- am 1 -Trace Trace < 15 Boulders _ Over 12 in. (3UOmm With 15-29 Cobbles 12 in. to 3 in. 300mm to 75mm Modifier > 30 Gravel 3 in. to #4 sieve 75mm to 4.75mm Sand #4 to #200 sieve 4.75mm to 0.075mm Silt or Clay Passing #200 sieve 0.075mm PLASTICITY DESCRIPTION RELATIVE PROPORTIONS OF FINES Descriptive terms) of Percent (%) of dry weight Term Plasticity Index other constituents Trace <5 Non- lash- _ 0 Low _ _ 1-10 Medium 11-30 With 5-12 _ Modifier > 12 High >30 UNIFIED SOIL CLASSIFICATION SYSTEM Pedestrian Mall Improvements ■ Iowa City, Iowa October 5, 2017 M Terracon Project No. 06175127.01 Criteria for Assigning.Group Symbols and Group Names Using Laboratory Tests A Gravels: More than 50% of Coarse -Grained Soils: Iretained on No. 4 sieve More than 57. retained Weil -graded gravel r on No. 200 sieve Sands: Gravels with Fines: More than 12% fines c 50°� or more of coarse GM fraction passes No. 4 Fines classify as CL or CH GC sieve Fine -Grained Soils: 50% or more passes the No. 200 sieve Silts and Clays: Liquid limit less than 50 Silts and Clays: Liquid limit 50 or more lferracon Geon port D• Group Name a Clean Gravels: Less than 5% fines c Cu >_ 4 and 1 < Cc < 3 E GW Weil -graded gravel r Cu < 4 and/or 1 > Cc > 3 E GP Poorly graded ravel r Gravels with Fines: More than 12% fines c Fines classify as ML or MH GM Silly ravel r,o,H Fines classify as CL or CH GC Clayey ravel r,a,K Clean Sands: Less than 5% fines o Cu z 6 and 1 < Cc < 3E SW Well -graded sand I Cu < 6 and/or 1 > Cc > 3 E SP Poorly graded sand I Sands with Fines: More than 12% fines o Fines classify as ML or MH SM Silty sand GAI Fines classify as CL or CH SC Cla a sand e,K,1 Inorganic: PI > 7 and plots on or above'A" CL Lean cla K,L,M DI c d nr nWM helnw'A" IIneJ I ML Rilt K,L,M Organic: Inorganic: Organic: Highly organic soils: I Primarily organic matter, dark In A Based on the material passing the 3 -inch (75 -mm) sieve e If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. c Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt, GW -GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. a Sands with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt, SW -SC well -graded sand with clay, SP -SM poorly graded sand with silt, SP -SC poorly graded sand with clay z E Cu = D6dD,o Cc = (Dae ) Dra x D. F If soil contains z 15% sand, add "with sand" to group name. G If fines classify as CL -ML, use dual symbol GC -GM, or SC -SM. Liquid limit - oven dried <0.75 OL Organic clay,M, K,LK Liquid limit -not dried Organic silt K•L•M•o PI plots on or above "A" line CH Fat Clay K,L,M PI plots below "A" line MH Elastic Silt K•L•M Liquid limit - oven dried <0.75 OH Organic ClayK,L,M,P Liquid limit - not dried Organic silt K,L,M,o or, and organic odor PT Peat H If fines are organic, add "with organic fines" to group name. I If soil contains 2 15% gravel, add "with gravel" to group name. J If Atlerberg limits plot in shaded area, soil is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. MY soil contains z 30% plus No. 200, predominantly gravel, add "gravelly" to group name. K PI >_ 4 and plots on or above "A" line. p *PI <4 or plots below "A" line. p m n PPI plots on a above "A" line. D- W oPl plots below "A" line. C -)n --- m m o 60 For classification of fine-grained soils and fine-grained fraction Z� 60 of coarse-grained sous Equation of "A' - line.S +P a. Horizontal at PI=4 to LL=25.5. ' ' X 40 then PI�.73 (LL -20) �6 0� p Equation of 'U"- line : ? Vertical at LL --16 to PI=7, } 30 then PI=0.9 (LL•8) �D �Ov 20 v G g MH or OH a _71 10 7 4 - ML or OL 1 0 0 10 18 2D 30 40 5o 80 70 m 90 100 11 LIOUID LIMIT (LL) 100% CONSTRUCTION DOCUMENTS COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA 26 JANUARY 2018 PREPARED FOR: GENUS LANDSCAPE ARCHITECTS DES MOINES, IOWA PREPARED BY: COST, PLANNING AND MANAGEMENT INTERNATIONAL, INC. DES MOINES, IA • EAGAN, MN N 0 O m C-) tig *T W 7l om _ m 100% CONSTRUCTION DOCUMENTS COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA 26 JANUARY 2018 TABLE OF CONTENTS BASIC ASSUMPTIONS CONSTRUCTION COST SUMMARY UNIT COSTS PAGE 1-4 6-23 ALTERNATES WORKSHEET 4 Pages N O (] Q7 n - �rn (Fn �=< w Y .. m 100% CONSTRUCTION DOCUMENTS COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA 26 JANUARY 2018 BASIC ASSUMPTIONS This 100% Construction Document Cost Management Report is based on information and drawings provided by Genus Landscape Architects, and received by CPMI on December 20, 2017. Additional information was obtained from discussions with the design team. The level of detail and accuracy of pricing in this estimate is consistent with the degree of completeness of the documents used for estimating purposes. The documents used to prepare this estimate include: e 100% Construction Documents set dated 12/20/17 consisting of: General Information drawings, (2) sheets. Estimated Project quantities A Reference Information drawings, (8) sheets. Site Survey drawings, (5) sheets. Demolition drawings, (11) sheets. Civil drawings, (39) sheets. Landscaping drawings, (48) sheets. Irrigation drawings, (6) sheets. Structural drawings, (11) sheets. Pedestrian Mall Lighting drawings, (3) sheets. Stage Canopy Rigging drawing, (1) sheet. Site Electrical drawings, (8) sheets. Black Hawk Shade Structure (Alternate 2) drawings. (2) sheets. Stage Canopy Structure (Alternate 1) drawings, (10) sheets. Traffic Signal drawings, (8) sheets. 0 Revised specifications were reviewed with Genus. Other assumptions applied to this estimate include: e Square Foot Calculations Phase 1 Phase 2 Clinton Gateway TOTAL NEW CONSTRUCTION 57,530 SF 34,520 SF 12,270 SF 104,320 SF N O O D-' —4 m '' W `r orr) m PAGE 1 100% CONSTRUCTION DOCUMENTS COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA 26 JANUARY 2018 BASIC ASSUMPTIONS • Project Description This project will completely renovate the pedestrian mall in downtown Iowa City, Iowa. The project will be completed in two phases in 2018 and 2019. • Project Delivery Method A conventional design -bid -build project delivery method is expected for this project. e Bid Conditions This estimate is based on a competitive bid environment (minimum of 3 bidders) for all items of subcontracted work. It is also based on a minimum of three bids being received from general contractors. It is assumed prospective bidders will not be pre -qualified to bid on this project. • Items Excluded From This Estimate Items which are not in this report include, but are not limited to: Professional design and consulting fees. Professional fees for environmental removal of unsuitable soils, environmental monitoring and lab analysis. Permits and fees. Administrative costs. Construction contingency. Hazardous materials remediation. Owner furnished and installed furniture, fixtures and equipment. Overtime or shift work. S A C 8 W A C charges or fees. Sales tax on materials. Provisions for Disadvantage Business Enterprise (DBE) at al., guidelines and goals. N O_ l7 m rn W PAGE c')� fr ��CIN ."fir M -o M o� w CID 100% CONSTRUCTION DOCUMENTS COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA 26 JANUARY 2018 BASIC ASSUMPTIONS • Construction Schedule o D� 'y1 w START MIDPOINT FINISH DURATION Phase 1 Construction Apr -18 Jul -18 Oct -18 7 Months Phase IA Apr -18 May -18 Jun -18 13 Weeks Me" 1s Apr -18 Jul -18 Aug -18 22 Weeks Phew 1C Jul -18 sep-18 Oct -18 17 Weeks Phase 10 Jul -18 sap -18 On -18 17 Weeks Phase 2 Construction Mar -19 Jul -19 Oct -19 8 Months Phase 2A Mer -19 Jun -19 Aug -19 22 Weeks Phase 28 May -19 Jud -19 Aug -19 13 Weeks Phase 2C May -19 Aug -19 Oct -19 28 Weeks a Escalation Unit costs included herein are reflective of current costs with no escalation included. A labor and material escalation factor based on the above mentioned schedule is included on the cost summary pages. e Design Contingency An allowance for undeveloped design and specification detail is included in this estimate and added to each summary. As the design is further developed, this contingency will decrease in value and the cost associated with the design details will be incorporated into the itemized portion of the estimate. In addition, this contingency is also for cost engineering accuracies related to document interpretation. a hems Affecting The Cost Estimate Items which may have an Impact on the estimated construction Cost include, but are not limited to: Modifications to the scope of work included in this estimate. Restrictive technical specifications or excessive contract conditions. Construction period other than defined in this report. Any specified item of equipment, material or product that cannot be obtained from at least three different sources. PAGE 4' L� o D� 'y1 w :; C7 -) —1 t I � .<r M a M c� w o� 100% CONSTRUCTION DOCUMENTS COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA 26 JANUARY 2018 BASIC ASSUMPTIONS e Estimate Assumptions/Clarifications 1. ADDITIONAL EXCLUSIONS: a. Fiber optic data cabling not included. CLARIFICATIONS: a. Traffic signalization cost of $54,000 is included in the estimate and to be paid for from a separate City budget. L. laminar nozzle fountain lighting is included and the City will contribute $18,000 towards the final amount. c. Estimate includes removal and reinstallation of the art pieces d. Contract conditions will include provisions for liquidated damages. e. City's observation and administration costs are included. I. Public Art displays to be removed, salvaged and reinstallation by the Contractor. g. Bike racks & Fixit stations to be removed & salvaged by the City. h. Picnic tables to be removed & salvaged by the City. I. Meters are furnished by utility company. j. Where quantities varied between the drawings and the Estimated quantities sheets, quantities derived from the drawings were included in this report. Estimate Objective This estimate is intended to be used as a tool for decision making and managing construction costs during the design phase of the project. It is prepared using industry contacts, experience, and the best judgment of a professional consultant. This estimate is intended to reflect an amount close to what would be the low bid of the project with respect to the present level of design and documentation along with consideration given to the current market conditions. CPMI has no control over market conditions, wage rates, or any contractor's method of determining prices or quantities. Therefore, CPMI cannot and does not guarantee this estimate will not vary from the actual bid. N _O co rri m I PAGE 4 �-< 1 M m �-;0g� w 0 D CID 100% CONSTRUCTION DOCUMENTS CPMI COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA 26 JANUARY 2018 RECAP N 4 G a `; -� m m PHASE PHASE CLINTON TOTAL NORTH EAST/WEST GATEWAY AMOUNT AREA SF 57.530 34,520 12270 104,320 31 Earthwork 620,233 430,184 110,406 $1,160,823 32 Exterior Improvements 1,865,534 1,202,992 163,031 $3,231,556 33 L1Nlities 652,842 468,971 96,656 $1,218,468 Subtotal 3,138,600 2,102,100 370,100 $5,610,800 General Conditions, OH&P - 18.5% 580,600 388,900 68,500 $1,038,000 Subtotal 3,719,200 2,491,000 438,600 $6,648,800 Design Contingency - 1.5% 55,800 37,400 6.600 $99,800 TOTAL JANUARY 2018 3,775,000 2,528,400 445,200 $6,748,600 Labor & Material Escalation 0 139,100 26,700 $165,800 Citys Observation & Administration 170,500 120,500 21,300 $312,300 TOTAL CONSTRUCTION COST $3,945,500 $2,788,000 $493,200 $7,226,700 $/SF $68.58 $80.76 $40.20 $69.27 ADD ALTERNATES Alternate 1: Canopy @ Performance Stage (1,870 SF) $883,700 $883,700 Alternate 2: North Shade Structure (860 SF) $154,000 $154,000 ANemate 3: Remove & Salvage Brick Surfacing 568,000 $55,000 $17,000 $140,000 TOTAL w/ALTERNATES $5,051,200 $2,843,000 $510,200 $8,404,400 PAGE N 4 G a `; -� m m C-) m r CD m� a m CO 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 93,13111 $2,102,100 $370.100 PHASE 1 NORTH 57,530 GSF PHASE 2 EAST/WEST 34,620 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNITTOTAL PRICE $ CITYTOTAL COST Ouan[ity Total Cost Quantity Total Cost Ouanti Total Cost 31 EARTHWORK .<r M $1,160,823 $620,233 $430,184 $110,406 5/GSF $10.78 $12.46 $9.00 31 05 Common Work Results $114,720 Construction Survey Phase 1 North 25,000.00 1 LS $25,000 1 LS $25,000 Phase 2 EastWest 25,000.00 1 LS $25,ODO 1 LS $25,000 Clinton Gateway 10,000.00 1 LS $10,000 1 LS $10,000 Temporary Fence 8 Signage, Pedestrian Access 16.00 3,420 LF $54,720 1,850 LF $29,800 1,370 LF $21,920 200 LF 53,200 31 10 She Clearing 8 Demolition $835,367 Remove Posting Pillar 500.00 2 EA $1,000 1 EA $500 1 EA $500 Remove Kiosk $ Footing 1,500.00 3 EA $4,500 1 EA $1,500 2 EA $3,000 Remove And Dispose Of Pergola 1,000.00 1 EA $1,ODO 1 EA $1.000 Remove Tree Grate 115.00 36 EA $4.140 17 EA $1,955 19 EA $2,185 Remove Concrete Stars, Handrails, Fndn 18.00 325 LF Si 325 LF 55.850 Remove, Salvage, Clean Limestone Wall 16.00 2,998 LP $47,936 2,091 LF $33,456 803 UP $12,848 102 LF $1,632 Remove Damaged Limestone Art Wall 15.00 20 UP $300 20 LF $300 Remove Damaged Paver 25.00 11 EA $275 11 EA $275 Sawcut Paving 12.00 80 LF $980 80 LF $960 Remove Concrete Step/Cum 10.00 57 LF $570 57 LF $570 Remove Concrete Street Curb 12.50 252 LF $3,150 33 LF $413 219 LF $2,738 Remove Concrete Pavement 2.25 12,965 SF $29,171 7,580 SF $17,055 3,003 SF $6,757 2,382 SF $5,360 Remove Concrete Perron 13.00 183 LF $2,379 183 LF $2,379 Remove Traffic Bollard 200.00 3 EA $800 3 EA $600 Remove Patio Fence Footings 3.50 352 LF $1,232 45 LF $158 307 LF $1,075 Remove And Salvage Sign 10 EA $750 8 EA $800 2 EA $150 Remove Drinking Fountain 1 EA $375 1 EA $375 Remove Library Sign And Footing 1 EA $750 1 EA $750 Remove Parking Meter Pole (Meter Removed by City)1 d375.ffl EA $100 1 EA $100 Remove And Salvage Mail Box 1 EA $50 1 EA $50 Remove 8 Salvage Bench 84 EA $5,880 47 EA $3,290 37 EA $2,680Remove 8 Salvage Outdoor Piano 1 EA $200 1 EA $200 N O 0 -.4 PAGE 6 "� r .<r M m C) _ ca m 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI ro o_ $516101800 $3,138,500 $2,102,100 $370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EAST/WEST 34,520 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNIT PRICE $ TOTAL CITY TOTAL COST Quantity Total Cast I Ouantity Total Cost Quantity Total Cost 31 EARTHWORK co ATM Removal 300.00 1 EA $300 1 EA $300 Abandon 10" WM in Place 350.00 1 EA $350 1 FA $350 Remove Water Main Piping 20.00 231 LF $4,620 27 LF $540 204 LF $4,080 Plug 10' Exist Line 2,000.00 2 EA $4,000 2 EA $4,000 Remove Water Shutoff Valve And Cap line 850.00 28 EA $231800 22 EA $18,700 5 FA $4,250 1 EA $850 Adjust Water Shutoff Valva To Finish Grade 600.00 29 EA $17,400 8 EA 54,800 17 EA $10,200 4 EA $2,400 Salvage Fire Hydrant And Cap Service 925.00 3 EA $2,T75 3 EA S2,T/6 Adjust Fire Hydrant TO Finish Grade 500.00 3 EA $1,500 2 E $1,000 1 EA $500 Remove Water Hydrant And Cap Service 925.00 6 EA 55,550 4 EA 53,700 1 EA $925 1 EA $925 Remove Sanitary Sewer Piping, Cap Samoa 20.00 8 LF $180 8 LF $160 Remove Manhole And Frame 1,850.00 8 EA $14,800 4 EA $7,400 2 EA 53.700 2 EA $3,700 Remove Storm Clean Out And Cap Service 450.00 1 EA $450 1 EA $450 Adjust Storm Clean Out To Finish Grade 350.00 6 EA $2.100 5 EA $1,750 1 EA $350 Adjust Manhole to New Grades 750.00 2 EA $1,500 1 EA $750 1 EA $750 Remove Storm Sewer Structure 1,850.00 10 EA $16.500 8 EA $14,800 2 EA $3,700 Remove Intake Lid & Throat 350.00 1 EA $350 1 EA $350 Remove Inlet Frame And Lid 30D.00 1 EA $300 1 EA $300 Remove Trench Drain 11.50 115 LF $1,323 115 LF $1,323 Remove Area Inlets 350.00 7 EA $2,450 6 EA $1,750 2 EA $700 Remove Electrical Outlet 35.00 67 FA $2,345 44 EA $1,540 23 EA $605 Remove Electrical Conduit & Wiring 10.00 8,885 LF $88,850 5,520 LF $55.200 3.365 LF $33,650 Remove 3/4' PVC Conduit (UG) 6.00 2,530 LF $15,180 1,900 LF $11,400 630 LF $3,780 Remove 1-1/2' PVC Conduit (UG) 6.00 2,980 LF $17,880 530 LF $3,180 2.450 LF $14,700 Remove 3- PVC Conduit (UG) 8.00 400 LF $2,400 110 LF $660 290 LF $1,740 Remove Pedestrian & Light Poles w/Baser 900.00 49 FA $44,100 26 EA $27,400 23 EA III Remove Street Light Pole And Footing 900.00 2 EA $1,800 2 EA $1,800 Remove Traffic Signal Pedestal And Footing 750.00 4 EA $3,000 2 EA $1,500 2 FA $11500 Remove Traffic Signal Cabinet And Footing 1,000.00 1 EA $1,000 1 EA $1,000 Remove Control Cabinet 1,000.00 4 EA $4,000 3 EA $3,000 1 EA $1,000 Remove Electrical MH 1,800.00 3 EA 54,800 2 EA 53,200 1 EA $1,600 Remove Electrical Hand Hole 900.00 13 FA $11,700 9 EA $8,100 4 EA $3,600 ro o_ O hrn v -i cn PAGE 7 CC) m o?? �' 0 co 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 $3,138,600 $2,102,100 $370,190 PHASE 1 NORTH 57,530 GSF PHASE 2 FAST/WEST 34,520 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNIT PRICE $ TOTAL OTY TOTAL COST Quantity Total Cost Quantity I Total Cost Ouanliry Totel Cost 31 EARTHWORK -17 M K� Remove Vault, Fill 3 Abandon 2,200.00 6 EA $13,200 2 EA $4,400 2 EA $4,400 2 EA $4.400 Adjust Electrical MHMH To Finish Grade 600.00 11 EA $6,600 10 EA $6,000 1 EA $600 Salvage Anemometer 350.00 1 EA $350 1 EA $350 Tree Protection Fence 4.50 1,402 LF $6,309 535 LF $2,408 787 LF $3,542 80 LF $360 Tree Protection, Chain Link 6.50 290 LF $1,865 290 LF $1,885 Tree Protection, Trunk Wrap 75.00 42 EA $3,150 22 EA $1,650 20 EA $1,500 Remove Tree 8 Stump 300.00 45 EA $13.500 25 EA S7,5W 19 EA $5,700 1 EA $300 Remove $ Dispose of Brick Pavement 3.50 71,870 SF $251,895 35,075 SF $122,763 2Q290 SF $99.015 8,605 SF $30,118 Demo Pavement Under Pavers, 4'To 6'ACC/PCC 1.75 71,870 SF $125,998 35,075 SF $61,381 28,290 SF $49,508 8,605 SF $15,059 Remove Plant Material/Mulch 025 8,319 SF $2,080 5,705 SF $1,426 2,395 SF $599 219 SF $55 31 20 Earth Moving $210.736 Removal 01 Unsuitable Fill 10 Overcut 12.00 3,018 CY $36,2t1 1,657 CY $19,888 1,046 CY $12,551 314 CY $3,771 18'Overcut 12.00 34 CY $413 34 CY $413 Compact Existing Grade 1.50 9,156 SY $13,734 4,972 SY $7,458 3,138 SY $4,707 1,046 SY $1,569 Aggregate Base, 12' 48.00 3,018 CY $144,844 2,072 CY $79,556 1,307 CY $50,204 393 CY $15,084 Aggregate Base, 18" 48.00 34 CY $1,653 43 CY $1,953 SWPPP Management Per Phase 4,500.00 2 EA $9,000 1 FA $4,500 1 EA 54,500 Sift Fence/Roll 1.50 1,290 LF $1,803 600 LF $900 490 LF $600 200 1F $300 Inlet Protection 80.00 /8 EA $1,280 6 EA $480 6 FA $480 4 EA $320 Vehicle Exit Gravel 30.00 60 TN $1,800 30 TN $900 30 TN $990 N O ca) d m PAGER C)n 1 _<r M -17 M K� Cr 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5'610,800 $3,138,600 $2,102,100 $370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EASTAVEST 34,520 GSF CLINTON GATEWAY 12,270 GSF w DESCRIPTION U PRICE CE $ TOTAL OTY TOTAL COST Quantity Total Cost Quantity Total Cost Quantity Total Cost 32 EXTERIOR IMPROVEMENTS � M o x $8,291,688 $1,865,534 $1,202,982 $163,031 $/GSF cx3 E32.43 $34.85 $13.29 32 10 Bases, Ballasts, & Paving $1,323,923 Paving 8 Hardscapes (Aggregate Base Included in Div 31) Type A -6 -PCC Sidewalk 5.50 5,130 Be $28,215 70 SF 5385 1,140 SF $6,270 3,920 SF $21,560 Type B - 9' PCC Fire Lane 9.00 8,430 SF $75,870 3,770 SF $33,930 395 SF $3,555 4,265 SF $38.385 Type C - Brick Pavers, Hanover Traditional Prest w/1 -Sand Setting Bad Russet Blend 4'x8'x3' 16.35 31,150 SF $509,303 12,735 SF $208,217 18,115 SF 5286,180 300 SF $4,905 Geotextile Fabric, Non -woven 0.30 31,150 SF $9,345 12,735 SF $3,821 18,115 SF $5,435 300 SF $90 8' PCC Sub Slab 7.25 31,150 SF $225,838 12,735 SF $92,329 18,115 SF $131,334 300 SF $2,175 Type D - Brick Pavers, Hanover Traditional Prest w/ 1' Sand Setting Bed, Charcoal, 4'x8"x3" 16.25 35,205 SF $572,081 26,615 SF $432,494 8,590 SF $138,588 Geotextile Fabric, Ni 0.30 35,205 SF $10,562 26,615 SF $7,985 8,590 SF $2,577 8- PCC Sub Slab 7.25 35,205 SF $255,236 26,615 SF $192,959 8,590 SF $62,278 Type E - Brick Pavers, Hanover Traditional Prest w/ 1' Sand Setting Bed Natural Charcoal Blend 4NSB ' 16.35 620 SF $10,137 620 SF $10.137 9 -PCC Sub Slab I 8.50 620 SF $5,270 620 SF $5,270 Type F - Brick Pavers, Hanover Traditional Prest w/ 1' Sand Sand Setting Bed, Limestone Gray @ Existing Topping Slab, 4'¢8 A' 16.25 165 SF $2,681 165 SF $2,681 Type G - Brink Pavers,, Hanover Traditional Prest w/ 3' Sand Setting Bed, Russel Blend 4'.BW-9/8' 1580 300 SF $5,040 300 SF 55,040 Waterproofing Membrane 11.00 300 SF $3,300 300 SF $3,300 Type H - Granite Paver to Match Existing w/ Grout Setting Bed 8 Custom Lip, 2' x 23-3/4' x 23-3/4' 3,545.00 11 EA $38,995 11 FA $36,995 Type l- 9' Integral Colored PCC 13.00 1,580 SF $20,290 1,560 SF $20,280 Gelvenized4N4'x1/4'Angle Ed Restraint 22.00 390 LF $8,580 260 LF $5,720 130 LF $2,860 N d_ Qnm a PAGE9 D--1 w , 1 "-< �C-) $ C, r r �m � M o x ca cx3 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $516110im $3,138,600 $2,102,100$370,100 n� �--I PHASE 1 NORTH 57,530 GSF PHASE 2 EAST/WEST 34,520 GSF CLINTON GATEWAY 12,270 GSF 1 cr, DESCRIPTION UNIT PRICE $ TOTAL QTY TOTAL CCST Ouantity 1 Total Cost Quantity I Total Cost OuantiN Total Cost 22 El(TERIOR IMPROVEMENTS 10 PCC Bands @ Stage 10'x15' 14.00 85 LF $1,190 SS LF $1,190 181X15' 17.00 45 LF $765 45 LF $765 PCC Curb 8 Gutter 26.00 315 UP $8,190 95 LF $2.470 220 LF 55,720 Concrete Stairs On Grade, LF of Treads 90.00 65 LF $5,850 65 LF 55,850 1'x2° GaN Full Ter Railing, Powder Coate! 150.00 50 LF $7,500 50 LF $7,500 Concrete Step, 12' W 105.00 70 LF $7,350 70 LF $7,350 Granite Tenaoe Seating Steps, 121X9", Doweled into CIP Conc Foundation, Mortar Set 95.0) 100 LF $8,500 100 LF $8,500 Granite Terrace Seating Steps, 321X9', Doweled into CIP Conc Foundation, Mortar Set 225.00 20 LF $4,500 20 LF 54,500 Detectable Warning, 2-0x 2-0, Paint Red 340.00 12 EA $4,080 4 EA $1,360 8 EA $2,720 Traffic Striping 4' SWdng 0.40 140 IF $56 140 LF $56 12' Stop ear 0.85 35 LF 830 35 LF $30 Bike Lane Symbol 8 Arrow 90.00 2 EA $180 2 EA 5180 O N O m PAGE 10 n� �--I W 1 C')-< 1 cr, r r� M a m ism Iw ,4> 10 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 $3,138,600 $2,,02,100 5370.100 PHASE 1 NORTH 57,530 GSF PHASE 2 EASTAVEST 34,520 GSF I CLINTON GATEWAY 12,270 GSF I W DESCRIPTION UNIT PRICE $ TOTAL OTY TOTAL COST Quantity I Total Cost Ouantity I Total Cost Quanti Total Cost 32 EXTERIOR IMPROVEMENTS m 32 30 She Improvemems $1,102,176 m Landscape Slone, Anamosa Umestone Planter Walls, Typical Reset Salvaged Limestone Pieces 250.00 546 EA $136,500 306 EA $76,500 207 EA $51,750 33 EA $8,250 Add for Cu ing Pieces to Fit 200.00 152 EA 530,400 47 EA $9,400 94 EA $18,800 11 EA 52,200 Naw Limestone Wall Pieces, 3' Avg x 12' 561.00 425 LF $238,425 264 LF $148,104 94 LF $52,734 67 LF 537,587 Cont Strip Footings @ Planter Walls, 2-0 x 16 Fonmvork 9.00 8,340 SF $75,060 4,950 SF $44,550 2,580 SF $23,220 810 SF $7,290 Concrete 185.00 310 CV $57,350 184 CV $34,040 96 CV $17,760 30 CV $5,550 Reber 2,750.00 5.6 TN $15,428 3.3 TN $9,075 1.8 TN $4,840 0.6 TN $1,513 Stainless Steel Dowels, 112'x12" 14.00 1,413 EA $19,782 847 EA $11,858 431 EA $6,034 135 EA $1,890 Umestone Art Wall Reset Salvaged Limestone Pieces 250.00 3 EA $750 3 EA $750 New Umestone Pieces, 12'T x 24' H 450.00 22 LF $9,900 22 LF 59,900 Cone Strip Feelings, 2-0 x 14 Formwork 9.00 120 SF $1,080 120 SF $1,080 Concrete 185.00 4 CV $740 4 CV $740 Rebar 2,750.00 0.1 TN $275 0.1 TN $275 1 1 N O_ p C D� W PAGE 11 -n W "-� r .<m m m 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 $3,138,500 $2,102,100 $370,109 PHASE 1 NORTH 57,530 GSF PHASE 2 EAST/WEST 34,520 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNIT PRICE $ TOTAL OTY TOTAL COST Quantity Total Cost Quantity I Total Cost Quantity Total Cost 32 EXTERIOR IMPROVEMENTS Limestone Veneer Story Wall Cone Ship Footings, 5-0 x 1-6 Fomnvark 9.00 155 SF $1,395 95 SF $855 60 SF $540 Concrete 195.00 14 CY $2,590 9 CY $11665 5 CY $925 Rebar 2,750.00 0.3 TN $880 0.2 TN $805 0.1 TN $275 CIP Cone Stem Wall, 2-0x 1-4 Fomlwork 9.00 105 SF $945 65 SF $585 40 SF $360 Concrete 185.00 5 CY $925 3 CY $555 2 CY $370 Rebar 2,750.00 0.2 TN $550 0.1 TN $275 0.1 TN $275 8 -CMU Backup Wall 18.00 310 SF $5,580 175 SF $3,150 135 SF $2,430 8' Bona Beam 21.90 100 LF $2,100 60 LF $1.260 40 LF $840 2' Limestone Veneer 40.00 645 SF 525,800 360 SF $14,400 285 SF $11,400 Limestone Cap Block, 16X1 T 225.00 67 CF $15,075 40 CF $9,000 27 CF $6,075 Stainless Steel Hawk Silheue0e, 3/4' T 225.00 14 EA $3,150 7 EA $1,575 7 EA $1,575 Stainless Steel Interpretive Panels, 4' H 60.00 35 LF $2,100 35 LF $2,100 Stone Engraving - Clinton Ave 5,000.00 1 LS 55,000 1 LS $5,000 Stone Engraving - BHMP 2,000.00 1 LS $2,000 1 LS $2,000 Limestone Bench 20' x 20' 525.00 110 LF $57,750 65 LF $34,125 45 LF $23,625 Concrete Fooling, 1-8 x 3L Formwork 9.00 770 SF $8,930 455 SF 54,085 315 SF $2,835 Concrete 185.00 22 CY $4,070 12 CY 52,220 10 CY $1,850 Rebar 2,750.00 0.9 TN $2,420 0.6 TN $1,513 0.3 TN $908 N O CD 'Zn Gb -'n rri r =gym � o - } w :7-UMF. 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2016 CPMI $5,610JIM $3,138,600 $2,102,100 $370,100 PHASE NORTH 57,530 GSF PHASE2EAST/WEST CLINTONGATEWAY 34,520 GSF 12,270 GSF • 1 DESCRIPTION UNH PRICE $ TOTAL OTV TOTAL COST Quantity Total Cost Quantity Total Cost Ouantity Total Cost 32 EXTERIOR IMPROVEMENTS Mechanical Screen Foundation m Cork: Strip Footings, 5-0 x 1 6 Formwork 9.00 60 SF $540 60 SF $540 Concrete 185.00 6 CY $1,110 6 CY $1,110 Rebar 2,750.00 0.1 TN $303 0.1 TN $303 Conic Stem Wall, 3-0 x 1-4 Formwork 9.00 120 SF $1,080 120 SF $1,080 Concrete 185.00 3 Cy $555 3 CY $555 Rebar 2,750.00 0.1 TN $303 0.1 TN $303 Bike Rack, U Bike Rack by Madrax 200.00 24 EA $4,800 24 FA $4,800 Litter Receptacle. Scarborough 1,400.00 15 EA $21,000 7 EA $9,800 8 FA $11,200 Bigbelly Station, Double Barron, Rental 0.00 4 EA $0 2 FA $0 1 EA 50 1 EA 50 Paver Grate 3,000.00 15 EA $45,000 8 FA $24,000 7 FA $21,000 Add For Tree Grate 1,200.00 15 EA $18,000 8 FA $9,600 7 EA $8,400 IGosk, Allowance 24,500.00 2 EA $49,000 2 FA $49,000 Foundation 100.00 2 EA $3,000 2 EA 53,000 Reinstall Salvaged Ubrary Sign 600.00 1 EA $600 1 EA $600 Ipe Screen Enclosure Gate 1x4 lips 4.75 320 LF $1,520 320 LF $1,520 2x4 1pe 6.75 30 LF $203 30 LF $20.7 Gatv MSS Framing 5,400.00 0.3 TN $1,620 0.3 TN $1,620 Gal, Plate Steel 4,800.00 0.03 TN $144 0.03 TN $144 Gate Hardware Set 650.00 1 EA $850 1 EA 5850 Reinstall Public Art 1,200.00 4 EA $4,800 2 FA 52,400 2 EA $2,400 Foundation, 5-0 x 5-0 x 4-0 600.00 6 CY $4,800 8 CY $4,800 Pet Area, Ar ficial Grass. Rock, 2x4 Edge 16.00 75 SF $1,200 75 SF $1,200 Benches Add Tables Type A Plainwell 72- Wood Seat 2,500.00 20 EA $50,000 8 EA $2Q000 /2 EA $30,000 Type B, Neolmano 69' Wood Seat 2,500.00 27 EA $67,500 12 EA $30,000 15 EA $37,500 Type C, Neoliviano 118" Wood Seat 4,000.00 24 EA $96,000 21 EA $84,000 3 EA $12,000 Table Type A Dumor 78 3,500.00 1 EA $3,500 1 FA 53,500 _ N b Dr" -1 • 1 ao CDMmt m PAGE 13 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,600 $3,138,600 $2,102,100 $370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EAST/WEST 34,520 GSF CLINTON GATEWAY 12,270 GSF w DESCRIPTION UNIT PRICE $ TOTAL OTY TCOS Ouenlity Total Cost Quantity Total Cost Quantity Total Cost 32 EXTERIOR IMPROVEMENTS w Q D CID NORTH SHADE STRUCTURE 'Black Hawk- $9,865 Helical Piers, Assume 25' Depth 42.00 150 LF $8,300 150 LF $6,300 Grade Beam-2x2'x10 Formwork 9.00 145 SF $1,305 145 SF $1,305 Concrete 185.00 4 CY $740 4 CY $740 Rebar 2,750.00 0.4 TN $1,100 0.4 TN $1,100 Footing Excavation 35.00 12 CY $420 12 CY 5420 PERFORMANCE STAGE a CANOPY $32,621 Helical Piers, Assume 25' Depth 42.00 600 LF $25,200 600 LF $25,200 Grade Beam - 2 x 2'x 10' Formwork 9.00 290 SF $2,610 290 SF 52,610 Coni 185.00 9 CY $1,665 9 CY $1,665 Rebar 2,750.00 0.8 TN 52,200 0.8 TN 52,200 Footing Excavation 35.00 0 CY 5945 27 CY $945 22 80 Irrigation $35,575 Irrigation Main Line, Class 200 PVC, 1-172' 5.00 1.365 UP $6,825 790 LF 53.950 550 LF 52,750 25 LF $125 Irrigation Sleeve, Schedule 40 PVC, 3- 11.50 670 LF $7,705 350 LF $4,025 305 LF $3,508 15 LF $173 Back6ow Preventer, Double Check, Febm 8501" 950.00 1 EA $950 1 EA $950 Isolation Valves, Brass Gate Valve, 1 -112 - Full Pat, Heavy Duty, Non-Piwng Stem, Matco-Norca 5137 200.00 4 EA $800 4 EA $800 Oulck Couper Valve, Purple Locking Rubber Cover, Red Brass 8 Stainless Steel w/ 3/4' NPT Inlet, 2 -piece Body 250.00 21 EA $5250 11 EA $2,750 8 EA $2,250 1 EA $250 Manual Drain Valve, Installed In Valve Box 300.00 4 EA $1,200 2 EA $800 1 EA $300 1 EA $300 Irrigation Meter (OF/C1) 700.00 1 EA $700 1 EA $700 Hand Excavation To Eliminate Damage To Existing Tree Roots 35.00 34] LF 512,145 156 LF $5,425 180 LP $8,300 12 LF $420 N O p m PAGE 14 D� w =ie>M _-n r r SFT' -0 m o� {� w Q D CID 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,600 $3,13$!00 $2,102,100 $370,100 PHASE 1 NORTH 51 GSF PHASE 2 EASTIWEST 34,520 GSF CLINTON GATEWAY 12,270 GSF m DESCRIPTION UNIT PRICE $ TOTAL OTV TOTAL COST Ouantiry I Total Cost Quantity I Total Cost Quantity at Cast 32 EXTERIOR IMPROVEMENTS = w Q CO 32 90 Planning $222,397 Trees Service Berry, 10-12 B&B, Multi -Stem 850.00 5 EA $4,250 2 EA $1,700 3 EA $2,550 Dakota Pinnacle Asian White Birch, 3- Cal B&B 340.00 6 EA $2,040 6 EA $2,040 Prairie Pride Hackberry, 6" Cal B&B 1,600.0 1 EA $1,600 1 EA $1,600 Pagoda Dogwood, 2' Cal B&B 650.00 1 EA $650 1 FA $650 Skyline Horreybcust, 4' Cel B&B 1,2001 5 EA $6.000 5 EA Si Espresso Kentucky Co0eebee, 3' Cal B&B 95000 4 EA 11 3 FA 52,850 1 EA $950 Seven Son Flower, 6-8' B&B 245.00 2 EA $490 2 EA $490 Moraine Sweet Gum, 3' Cal B&B 950.00 1 EA $950 1 EA $950 Tulip Tree, 4"Cel B&B 1,200.00 1 FA $1,200 1 EA $1,200 Adirondack Crabapple, 2.5" Cel B&B 54000 4 FA $2,160 4 FA 52,160 Jarmin Crabapple, 2.5' B&B 490.00 1 EA $490 1 EA $490 Marilee Crabapple, 2.5' B&B 490.00 1 FA $490 1 EA $490 Rejoice Crabapple, 7 Cal B&B 520.00 2 EA $1,040 2 EA $1,040 Zumi Crabapple, 2.5' Cal B&B 540.00 1 EA $540 1 EA $540 Black Locust'Chicago Blues', 4' Cal S&B 1,200.00 5 EA $6,000 3 EA $3,600 2 EA $2,400 Harvest Gold Under, 3' Cal B&B 950.004 EA $3,800 4 EA $3,800 Chinese Elm, 2.5" Cal B&B 610.00 3 EA $1,830 1 EA$610 2 EA $1,220 Village Green Zelkova, 2.5' Cal B&B 490.00 2 EA $980 2 EA $980 N 0 O C'3 r D__4 m n-< 1 ON 1 PAGE 15 1n r--0 m M o� = w Q CO 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5.610,800 $3,138,600$2,102,100 $370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EASTIWEST 34,520 GSF CLINTON GATEWAY 12,270 GSF W DESCRIPTION U PRICE $ TOTAL OTYNLT TOTAL COST Quantity Total Cost Quantity I Total Cost I Ouantiry Total Cost 32 EXTERIOR IMPROVEMENTS CJ 0 Co Shrubs Bottlebrush Buckeye, 36' Hl B&B 250.00 2 EA $500 2 EA $500 Golden Lights Azalea, 30' Ht B&B 100.00 7 EA $700 7 EA $700 Arctic Fire Dogwood, 36" HI B&B 90.00 20 EA $1,800 11 EA $990 9 EA $810 Kodiak Orange Bush Honeysuckle, 18" Ht Cont 40.00 13 EA $520 7 EA $280 6 EA $240 Ozark Witch -Hazel, 24' Ft B&B 140.00 1 EA $140 1 EA $140 Pee Wee Oakleaf Hydrangea, 24' Ht B&B 50.00 8 EA $450 6 EA $300 3 EA $150 Henrys Garnet Virginia Sweetspire, 24'HI B&B 140.00 8 E $1,120 8 E $1,120 Gro -Low Sumac, 15' HI B&B 75.00 27 EA $2,025 27 EA $2025 Green Mound Alpine Current, 15' Ht B&B 75.00 17 EA $1,275 6 EA $450 11 EA $825 Scarlet Pearl Snowberry, 18'1-11 B&B 95.00 4 EA $380 4 EA 5380 Everlow Yew, 18' HI B&B 55.00 59 EA $3,245 30 EA 111 29 EA $1,595 Gentsch White Canadian Hemlock, 30' Ht B&B 80.00 5 EA $400 5 EA $400 Korean Spice Viburnum, 36' HI B&B 110.00 3 EA $330 3 EA $330 Tmy Wine NmebarK 24' Ht B&B 140.00 15 EA $2,100 15 EA $2,100 Perennials Yarrow,#1 Cant 12.00 25 EA $300 25 EA $300 Blue Fortune Giant Hyssop, #1 Cont 12.00 30 EA $360 30 EA 5300 Summer Beauty Allium, #1 Cont 12.00 10 EA $120 10 EA $120 Blue Star'Blue Ice', #1 Cont 1200 24 EA $288 24 EA $288 Lunar Eclipse False Indigo, #1 Cont 1200 3 EA $36 3 EA $38 Twilight Pralrieblues False Indigo, #1 Cao 1200 1 EA $12 1 EA $12 Blonde Ambition Blue Grams. #1 Cont 12.00 114 EA $1,368 44 EA $528 26 FA 5312 44 EA $528 Feather Reed Grass, #3 Cont 18.00 80 EA $1,440 34 EA $612 46 EA $828 Blue Sedge, #1 Cont 12.00 255 EA $3,060 200 FA $2,400 55 EA $660 Pennsylvania Sedge, #1 Cont 1200 143 EA $1,716 143 EA $1,716 Becky Shasta Daisy, #1 Cont 1200 14 EA $168 14 EA $168 Golden Dew Tufted Hair Grass, #1 Cont 12.00 46 EA 5552 15 EA $180 31 EA $372 While Bleeding Heart, #1 Cont 12.00 5 EA $60 5 EA $60 Pirie Meado,vbme ConsAower,#1 Cont 1200 88 EA $1,056 88 FA $1,056 Magnus Purple ConeOower, #1 Cont 12.00 28 EA $336 20 EA $240 8 EA $96 Pica Bella Coneflower, #1 Cont 12.00 20 EA $240 20 FA $240 Tennessee Conellmer, #1 Cont 12.00 20 EA $240 20 EA $240 N O_ � C-) 07 D� W PAGE 16 C-)cn , r .<M s m o� cx CJ 0 Co 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI 55,610,6 00 $38,800 3,1 $2,102,100 $370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EAST/WEST 34,520 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNIT PRICE $ TOTALOTY TOTAL COST Quantity Total Cost Quantity Total Cost Quantity Total Cost 32 EXTERIOR IMPROVEMENTS m u w Blue Wedgewood Hosts, #1 Cont 12.00 38 EA $456 33 FA $396 5 EA $60 Guacamole Hosta, #1 Cont 12.00 74 EA $888 28 EA $336 46 FA $552 Halcyon Hosts, #1 Cora 1200 18 EA $216 18 PA $216 June Hosts, #1 Cont 1200 18 EA $216 18 EA $216 Patriot Hosts, #1 Cont 12.00 20 EA $240 20 PA 5240 Prairie Blazingstar, #1 Cort 12.00 18 EA $216 18 EA 5216 Little Spire Russian Sege, #2 Cont 15.00 24 EA $360 7 FA $105 17 EA $255 Black -Eyed Susan, #1 Cont 12.00 42 EA $504 24 FA $288 18 EA $216 Wild Peyunia, #1 Cont 1200 70 EA $840 70 EA $840 Wesuwa Salvia, #1 Cont 12.00 343 EA 54,116 343 EA $4,116 Pink Delight Salvia, #1 Cont 12.00 41 EA $492 41 EA $492 Carousel little Bluestem, #1 Cont 12.00 240 EA $2,680 98 EA $1,176 142 EA $1,704 Standing Ovafion Little Bluestem, #1 Cant 12.00 25 EA $300 25 EA $300 Autumn Moor Grass, #1 Cont 12.00 125 EA $1,500 125 EA $1,500 Fireworks Goldenrod, #1 Cont 12.00 4 EA $48 4 EA $48 Tara Dropseed, #1 Cont 12.00 76 EA $912 76 EA $912 Tara Prairie Dropseed, #1 Cont 12.00 208 EA $2,496 208 FA $2,496 Pink Cotton Cantly Lambs Ear, #1 Cont 12.00 23 EA $276 23 EA $2]8 New England Aster, #1 Cont 12.00 17 FA $200 17 EA $204 Coreopsis'Crbme Brule', 4' Cant 75.00 17 FA $1,275 17 EA $1,275 May Night Sage, #1 Cant 12.00 10 EA $120 10 EA $120 N O E3 D ..4tm PAGE 17 C-) -< 1 r �n <m m u w 00 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 $3,138,600 $2,102,100 $370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EAST/WEST 34,520 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNIT PRICE$ TOTAL DTY TOTAL COST Quantity Total Cost Quantity Total Cost Ouantiry Total Cost 32 EXTERIOR IMPROVEMENTS � Groundcover Tx1 Wild Ginger, #4 Cont 15.00 187 EA 52,805 107 EA $1,605 80 EA $1,200 Tom Thumb Cotoneaster,#3 Cont 10.00 32 EA $320 14 EA $140 18 PA $180 Rose Queen Bishop's Hat, 4- Cont 30.00 240 EA $7,200 240 EA $7,200 Red Barrenwod, 4' Cont 30.00 80 EA $2,400 80 EA $2,400 Bicolor eanenworl, 4" Cont 30.00 450 EA $13.500 450 EA $13,500 Rozanne Geranium, 4' Cont 30.00 60 EA $2,400 80 EA $2,400 Sue Crug Geranium, #1 Cont 3.00 39 EA $117 39 EA $117 Baltic Ivy, #1 Cont 3.00 560 EA $1,680 265 EA $795 295 EA $885 Thorndale English Ivy. #1 Com 3.00 100 EA $3300 100 EA 5300 Thorndale English Ivy, 3" D Cont 15.00 40 EA $600 40 EA $600 Siberian Cypress, #2 Cont 6.00 52 EA $312 52 EA $312 Nepeta, #1 Com 3.00 275 EA $825 248 EA $744 27 EA Sol Tiarella'Elizabeth Olive, #1 Cont 3.00 70 EA $210 70 EA $210 Bulbs Purple Sensation Allium, 20cm 10.00 76 EA $760 40 EA $400 36 EA $360 Surprise Lily, 20cm 10.00 40 EA $400 15 EA $160 25 EA $250 Virginia Bluebells, l6crn 6.00 50 EA $300 50 EA $300 Mount Hood Daffodil, 16cm 6.00 350 EA $2,100 360 EA $2,100 Daffodil, l6cm 6.00 500 EA $3,000 250 EA $1,500 250 EA $1,500 Pheasant's Eye Daffodil, 16cm 6.00 1,010 EA $6,060 650 EA $3,900 360 EA $2,160 Planting Soil 85.00 1,004 CY $85,340 733 CY $62,305 231 CY $19,635 40 CY $3,400 Soil Amendments @ Existing Trees 13.50 267 CY $3,605 214 CY 52,889 30 CY $405 23 CY $311 Mulch, 7 Deep 65.00 76 CY 11 51 CY $3,334 21 CY $1,370 4 CY $258 7,a nrrIZE 4b PAGE 18 `"l7 <17- r �m � Tx1 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 $3,133,800 $2,102.100 $370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EASTIWEST 34,520 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNIT PRICE $ TOTAL CITY TOTAL COST Ouantit Total Cost y Ouanti Total Cost ry O.1ity Toe] Cost 33 UTILITIES s v •• $1,218,458 $652,842 $468,971 $96,556 ZIGSF CC, 11. 13. 33 10 Water UtlllBes $250,096 Tie W Existing Water Main 2,500.00 1 FA $2,500 1 E $$2,500 Connect to Existing Bldg Services 1,250.00 10 EA $12,500 10 EA $12,500 12-xl 0' Reducer 1,500.00 1 EA $1.500 1 EA $1,500 12'x8'Tee 2,045.00 4 FA $8,180 3 EA $6,135 1 EA $2,045 12W Tee 2,045.00 3 FA $6,135 3 FA $8,135 1214'Tee 2,045.00 3 FA $6.135 3 EA $3.135 WxW Tea 1,110.00 1 EA $1,110 1 EA $1,110 8-x6- Tee 1,110.00 1 EA $1,110 1 EA $1,110 4'x2'Tee 525.00 2 EA $1,050 2 EA $1.050 12'Gate Valve 5,585.00 4 EA $22,340 2 EA $11,170 2 EA $11,170 S* Gate Valve 2,435.00 7 EA $17,045 6 FA $14,610 1 EA $2.435 6- Gate Valve 1,510.00 4 EA $6,040 4 FA $6,040 4 -Gate Valve 1,050.00 6 EA $6,300 6 EA $6,300 2' Stopeox 375.00 2 FA $750 2 FA $750 8'xt'Tap &Saddle 1,200.00 1 FA $1,200 1 EA $1,200 101,2' Tap & SaOdle 2,675.00 1 FA $2,675 1 FA $2.675 Initiation Luce Tap & Saddle 2,675.00 1 EA $2,675 1 FA $2,675 Fountain Meter Box & Backflow Prevents, 6,500.00 1 EA $6,500 1 EA $6,500 Water Main Piping, 7-0 Deep 7 Copper 35.00 154 LF 55,390 117 LF $4,095 37 LF $1,295 4 -DIP 77.00 163 LF $12,551 183 LF $12,551 6'DIP 85.00 168 LF $14,290 168 LF $14,280 S' DIP 95.00 464 LF $44,080 269 LF $25.555 195 LF $18,525 12- DIP 145.00 am LF $51,475 346 LF $50,170 9 LF $1,305 Fire Hydrants 4,000.00 3 EA $12,000 3 EA $12.000 Drinking Fountain 4,200.00 1 FA $4,200 1 EA $4,200 ReVoM Fxslg Laminar Flow Names @ Water Feature 375.00 1 EA $375 1 EA $375 N O U m a i -�� Q, r r mo� s v •• w L •. CC, PAGE 19 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 $3,138,600 $2,102,100 $370,100 PHASE 1 NORTH PHASE 2 EASTIWEST CLINTON GATEWAY 57,530 GSF 34,520 GSF 12,270 GSF UNIT DESCRIPTION PRICE $ TOTAL OTY TOTAL COST Ouantity Total Cost a entity I Total Cost Ouantiry Total Cost 33 UTILITIES 33 30 Sanitary Sewerage Utilities $1,591 �n 6" PVC San Sewer Piping 34.00 44 EA $1,496 44 LF $1,496 6' Truss Wye 95.00 1 EA $85 1 EA $95 33 40 Storm Drainage Utilities $208,533 OD ,V Slotted Double Wall Drain Tile 18.00 2,241 LF $40,338 1,098 LF $19,764 1,043 LF $18,774 100 LF $1,600 4 Solid Wall Drain Tle 12.50 422 LF $5,275 132 LF $1,650 230 LF $2,875 60 LF $750 W RCP 45.00 44 LF $1,980 44 LF $1,980 12 RCP 57.00 307 LF $17,499 190 LF $10,830 117 LF 56,669 IT RCP 63.00 82 LF $5,166 64 LF 54,032 18 LF $1,134 Area Inlet, 16'x16' 3,200.00 4 EA $12,600 4 EA $12,800 Area Inlet, 25WS' 5,200.00 16 EA 583,200 9 EA W.800 7 EA $36,400 Catch Basin 3,200.00 1 EA $3,200 1 EA $3,200 Manhole, 48' 5,200.00 5 EA $26,000 3 EA $15,600 2 EA $10,400 Replace Intake Lid 5 Throat 1,200.00 1 EA $1,200 1 EA $1,200 Trench Drain 125.00 951 LF 1 $11,875 95 LF $11,875 _ N O Dn m AGE 20 �n r o:;u OD 10056 CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI 556/0800 $3,138,600 S2,102,100 _ CD Yc_3 -a PHASE INORTH 57,530 GSF PHASE 2 34,520 GSF CLINTON GATEWAY 12,270 GSF w DESCRIPTION UNIT PRICE $ TOTAL OTY TOTAL COST Ouantity Total Cosl Ouantiry I Total Cost I Guanti Total Cost 33 UTILITIES a C') 0 00 33 70 Electrical Utilities $511,070 Identification & Labeling of Electrical Systems 0.03 104,320 SF $3,130 57,530 SF $1,726 34,520 SF $1,036 12,270 SF $380 400A CT Cabinet 120/208V 625.00 1 EA $625 1 EA $625 Modular Meter Center MCD Service Entrance, MCB Modular Tenant Meters, N3R 30,000.00 1 LS $30,000 1 LS $30,000 200A GFCI, MCB Panel Ed, Shunt Trip, 200% Neutral w/Split Bus, SPD 120/208V Comectcr @ Main Bus - Fused Control %trnr GFCI 2/P & AFCI 1/P Breakers Alar Switch, Key Interlock, Relay& Meter Plug Test Kit 15,750.00 2 EA $31,500 1 EA $15,750 1 EA $15,750 Conduit 12' PVC Sleeve UG 50.00 140 LF $7,000 140 LF $7,000 Conduit T PVC Elec Duct UG 21.00 390 LF $8,190 100 LF $2,100 290 LF $6,090 Conduit 3' Sch80 PVC UG - Directional Bore 43.00 40 LF $1,720 40 LF $1,720 Power Pedestal& Concrete Footing 950.00 950 EA $55,100 33 EA $31,350 21 EA $19,950 4 EA $3,800 Conduit 1-11C PVC UG 14.00 3.180 LF $44,520 550 LF $7,700 2,450 LF $34,300 180 LF $2,520 Conduit3/4'PVCUG 10.75 3,620 LF $38,915 1,900 LF $20,425 1.720 LF $18.490 Wxe #3/0 Thwn 5.80 1,320 LF $7,656 1.320 LF $7,656 Wire #3 Th" 2.40 520 LF $1,248 520 LF $1,248 Wre#6 Thwn 1.60 630 LF $1,008 630 LF $1,008 Wire #8 Thwn 1.20 1,785 LF $2,142 720 LF $864 1,065 LF $1,278 Wire#10Thhn 1.00 40 LF $40 40 LF $40 Handhole (Christy Box) 750.00 14 EA $10,500 5 EA $3,750 8 EA $6,000 1 EA $750 Pull Box 24M4'x24- 45000 11 EA $4,950 4 FA $1,800 6 EA $2,700 1 EA $450 Reinstall Power Meter 125.00 1 EA $125 1 EA $125 OR Receptacle 20A Tamper Proof W/P 120.00 86 EA $10,320 38 EA $4,560 44 EA 55,280 4 EA $480 Special Receptacle 20A 3P 208V 180.00 17 EA $3,060 6 EA $1,080 10 EA $1,800 1 EA $180 Grounding & Bonding of Electrical Systems 0.05 104,320 SF $5,216 57,530 SF 52,877 34,520 SF $1,726 12,270 SF $614 o PAGE 21 _ CD Yc_3 -a m ri 7n w -1C-) C7, r r m E; =j ::SZ -3z a C') 0 00 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 $3,138,600 $2,102,100 $370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EASTAVEST 34,520 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNIT PRICE $ TOTAL CITY TOTAL COST Ouantity Total Cost Quantity I Total Cost Quantity Total Cost 33 UTILITIES -o m E3 7u w Lighting A 7'2 Pale, (2) Channel, (1) LED Light, (2) Banner Arms, Node &Camera Mounts 2,500.00 1 EA $2,500 1 EA $2,500 Al 72" Pole, (2) Channel, (1) LED Light, (2) Banner Arms & Camera Mounts 2,450.00 1 EA $2,450 1 EA $2,450 Az 25' Pole (1) Head Roadway Fixture 4,400.00 2 FA $6,800 2 EA $8,800 D Wall Sconce Uplight Surface Mid 655.00 7 EA $4,585 7 EA $4,585 F Pedestrian Pole Light 2,150.00 50 FA $107,500 30 EA $64,500 20 EA $43,000 or Surface LED Uplight (Trees) 695.00 25 EA $17,375 16 EA $11,120 9 EA $6,255 i Story Wall LED Ingrade Uplight 950.00 14 EA $13,300 9 EA $8,650 5 EA $4,750 L Ingrade Laminar Nozzle LED Fountain Lights 2,500.00 6 EA $15,000 6 EA $15,000 0 27' Pole, Hdw For: (4) LED Fixtures, Camera, Cell Node, Duplex & WI -FI Equipment 2,680.00 1 EA $2,680 1 EA $2,680 of 25 Pole, Hdw For: (4) LED Fixture, Security Camera, Duplex Receptacle & WI -FI Equipment 2,690.00 1 EA $2,690 1 FA $2,690 P Performance Area LED Surface Mid Fixture 1,525.00 4 EA $6,100 4 FA $6,100 a Fountain LED Top Light Surface Mid 1,575.00 4 E $6,300 4 E $6,300 n Sculpture Ingrade LED Uplight 1,235.00 15 FA $18,525 8 EA $9,880 7 EA $8,645 Lighting Cabinet 3'x6N18", Hinged, W/P 5,500.00 1 EA $5,500 1 EA $5.500 Light Pole Footings 550.00 56 EA $30,800 32 EA $17,600 22 EA $12,100 2 EA $1,100 Traffic Signaliwbon 4 Poles, 8 Heads, 4 Push Buttons; Clinton Ave Engineer's Estimate - Install Only 54,000.00 1 EA $54,000 1 LS $54,000 N O L) w nI ::{n C � 1 PAGE 22 :<r- M -o m E3 7u w 100% CONSTRUCTION DOCUMENTS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IOWA COST MANAGEMENT REPORT 26 JANUARY 2018 CPMI $5,610,800 C') $3,138,600 $2,102,100 11370,100 PHASE 1 NORTH 57,530 GSF PHASE 2 EASTfWEST 34,520 GSF CLINTON GATEWAY 12,270 GSF DESCRIPTION UNIT PRICE $ TOTAL QTY TOTAL COST Quantity I Total Cost Quantity I Total Cost Quantity i Total Cost 33 UTILITIES �7: w v 33 80 Communica0on Util0ies $193,179 Conduits UG are Encased in Concrete Te In to Existing Duct (2) 2' PVC 500.00 1 EA $500 1 EA 5500 Conduit 2'PVC UG 21.50 4,130 LF $88,795 1,280 LF $27,520 2,750 LF $59,125 100 LF $2,150 Conduit 1-1/4'PVC UG 14.50 240 LF $3,480 150 LF $2,175 90 LF $1,305 7 FS Box 18.00 66 EA $1,224 28 EA $504 36 EA $648 4 EA $72 Comm Vault 4k4k51' Concrete 2,500.00 8 EA $20,000 4 EA $10,000 4 EA $10,000 Waterproof (3) Layer System 450.00 8 EA $3,600 4 EA 51,800 4 EA $1,800 Hand Hold 30'x48'x36' 450.00 2 FA $900 2 EA $900 AN Systems are Rough In Only 0.05 92,050 SF $4,603 57,530 SF 52,877 34,520 SF $1,726 Signal Controller Tie In 1,500.00 1 EA $1,500 1 EA $1,500 Signal Cable 14Ga (9) Conductor 1.60 420 LF $672 420 LF $672 Signal Cable 1413a (5) Conductor 1.00 410 LF $410 410 LF $410 Conduit 1-1 /4' PJC UG 14.50 830 LF $12,035 830 LF $12,035 Theatrical Lighting Disconnect SWch, 200A 208V 5,650.00 1 EA $5,650 1 EA $5.650 Portable Node Devices 225.00 46 EA $10,350 17 EA $3,825 21 EA 54,725 8 EA $1,800 DMX Turn Arounds 330.00 8 EA $2,640 4 EA $1,320 320 4 EA $1ft- Contlue, Boxes 8 Conductors 0.40 92,050 SF $36,820 57,530 SF $23,012 34,520 SF $ N 0 23 prp�PAGE 1 �1 �7: w v 100% CONSTRUCTION DOCUMENTS CO W 71 C-)� --q n COST MANAGEMENT REPORT r <rn - PEDESTRIAN MALL IMPROVEMENTS o: s IOWA CITY, IOWA •• 26 JANUARY 2018 TOTAL ALTERNATE$ WORKSHEET AMOUNT Ahenrete l: Construct above grade portion Of Stage Canopyfoundations included In base bid. Add Column Concrete Pier 1-4 a 3 6 a 2 0 2 CY 750.00 1,500 Rabe, 1 TN 2,750.00 2,750 W21462 Columns 0' 4' a Y-6' Base Plate) 3.1 TN 6,500.00 20.150 WI8a65 Roof Beams 4.1 TN 6.500.00 26.650 W6a15 Roof Beams 3A TN 6.500.00 22.100 Column Base Plates E such. Bells 8 EA 400.00 2.100 Aluminum Grating. 2Depth 1870 SF 45.00 84,150 55 Mounting Pipe SCRO. 40 1.5' I.E. (38 Mount Brackets) SO LF 45.00 2.700 Banner Rigging Assembly 1 LS 2.500.00 2.500 112' Sol, Rod 110 LF 15.00 1.650 da Wim .PsgASAIM Aed dmwa Am,m Ct[., 1185 SF 135.00 159.975 Steel S'Tarim SITube Steel Gout(1 ' W v 2.5' OI 120 LF 150.00 18.000 18,000 SS lube Downspout ut110 Locations) 125 LF 48.25 6,031 345 Angle (Stage lighting Inv 18.00 2.160 ure (4 L Sleinless Steel Geller Closure p' Lengms) 125 SF 5.25 656 656 Paint 2136 SF 2,336 so Canopy Column Lightin 6 oom aabm 5,700 so Canopy Color changing IF I84 IF $M BI LE M+m Ulm 32,080 32,080 flectdcal Allowance 1 L$ 5,000.00 51000 IDaecess Lighting System Access Penn IEA 1,200.00 L0 Receptader control Panel 1 EA 55 550 Coned Gmarldvemaommss 1 EA ImOse ;Doom 2.500 fmadaYrb Rtl 1 SA am9m 3,500 +a RSJiwa Me 6 EA aam 975 NWemng lister, woaowr Pmeegn a FA RPWm a EA 0..o. 1.100 14.100 Cenriszm ONamadJto'Owmn. C -IntlupnDp ,Do— +h EA 4M.m 1,250 Pmwr Cmdbre Prmecrlan 10 EA 1W.N 1,$05 c.o ace +6 EA a2.m 330 vu e.ue6118g-F.I.t N S a EA Mom 1.500 &anxi, EA 1a Irecam00 2.450 Wnvr, CaWa2LAmr:F EA seem 1.700 ONx er LEO L�Rn: Eim.re. EA sonewNew 13.500 Crow canmowr&T-InrHour._, com,c 3 a EA m0.. Peat Wm.—.1T.�mruimucxc 1 ta 2,ad0m 2.500 2.500 Pawcwanoner w10anery oaauP 11 u tae. 21.550 1 EA 550 .1 ciw- rzl r T EA 2vose owed 1.750 LLaSadiarrUTtn4�ul Lonun9 Deawalool Te Qt 1 EA 6.ahow 9.500 m6w. rwcwiraceaidoeJry WTneavrai ue EA ta00o 5,950 fYtelMazle Pa Mf 7 T EA 3,115 Caraanp NYrr, i1.6T1 8F 0.14 015 5.179 CD -1 CO W 71 C-)� --q n L ON r <rn - m o: s Ys •• LA w = =sw s z oso w ,0' FILED 2018 FEB -6 Pii 3: 19 CITY CLERK IOWA CITY, IOWA, g88 888s8$ 888$ 8 88 g8 naa�a� aaaaa��aaaa,�an a w = =sw s z oso w ,0' FILED 2018 FEB -6 Pii 3: 19 CITY CLERK IOWA CITY, IOWA, 100% CONSTRUCTION DOCUMENTS COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY. IOWA 26 JANUARY 2018 TOTAL ALTERNATES WORKSHEET AMOUNT AHarnate 2: Construct above grade Persian of Shade Structureinstitutions included in base hid. Add Column Concrete Pier 1.4 3 3-6 3 2-0 1 CY 760.00 750 Rebar 0.5 TN 3.750.00 1,375 W10a65 Columns 1.7 TN 81500.00 11,050 W6a15 Beams 1.7 TN 61500.00 11,050 W18165 Rot Beams 2.1 TN 6,500.00 13.650 Column Base Plates A Anchor Bogs 3 EA 400.00 1,200 1.SB-20 GA Root Deck (Galvanized) 660 SF 2.65 2.279 platinum Composite Honecomb Panel 860 SF 45.00 38,700 Stainless Steel Mirror 860 SF 35.00 30.100 1/2' Laminated Glazing • Column (V4' a 3'.6') 6 EA 150.00 900 SS Edge Tdm 125 LF 22.50 2,813 Paint 880 SF 1.00 880 Type SC Canopy DONnlight 4 EA wu.m 2,080 Type SB 6 EA apoi 2,880 Subtotal E iecl Costs 119,707 Markups 34.475 TOTAL COST Asm. 2 16{.000 N O_ O� W � � n Gr rn v x b x w 100% CONSTRUCTION DOCUMENTS COST MANAGEMENT REPORT PEDESTRIAN MALL IMPROVEMENTS IOWA CITY. IOWA 26 JANUARY 2018 N O_ TOTAL ALTERNATES WORKSHEET AMOUNT Alternate 3: n -< rn Remove Bnck Pavement, Clean, Store on Pallets 6 Move to GRAS Public Facility For Giveaway V Mss. 1 Noah K.. .rte Unit price vanance between base bid and alternate add 35075 SF 1.50 52.613 Markups 15.152 TOTAL Mass 1 Noah 88.000 Mass 2 East West Unit price variance between base bid and alternate - add 28290 SF 1.50 12.435 Markups 12,221 TOTAL Plass 2 FssrhiN t 56.000 Clinton Getewsy Unit pace variance between base bid and almrnata - add 8605 SF 1.50 12.908 Markups 3,717 TOTAL Clkaon G., 17.800 N O_ O O too n -< rn .ueP V K.. .rte Prepared by: Scott Sovers, Sr. Civil Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)3565142 �er Resolution No. 18 -35 Resolution setting a public hearing on February 20, 2018 on plans, specifications, form of contract, and estimate of cost for the construction of the Pedestrian Mall Improvements 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 Pedestrian Mall Reconstruction account # R4340. Now, therefore, 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 20th day of February 2018, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above-named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the plans, specifications, form of contract, and estimate of cost for the construction of the above-named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 6th day of February / 2018 .� M or Approved b Attest: C Ci� Ci Clerk City Attorney's Office It was moved by Mims__ and seconded by Salih the Resolution be adopted, and upon roll call there were Ayes: r.1 Nays: Absent: Botchway Cole Mims Salih Taylor Thomas Throgmorton W PRESS -CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA522401825 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly swom 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: 0002717867 2/12/18 02/12/18 $33.05 Copy of Advertisement Exhibit"A" ✓KyIIFIF(ry� 4 NOTAgy c <•.. PUBLIC .� OFI'\; SCC\\\`\ to before me by said affiant this 12th day of February. 2018 C otary Public qicl- Z R1).a4� --)-, that r of t a in on orm of 3 cost of the I meeting to be,held'in the -&ma J. Harvat Hall m the City Hall, 410 E. Washington Street m 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 appear at said meeting of the City punch for the purpose of making objections to and comments concerning said plans, secifications, contract or the cost oFinaking said improvement. This notice is given by order of the City Council of the City of Iowa City' Iowa and as rovided by law. KFT'T'IE FRMHLING, CITY CLERK pared by: Scott Sovers, Sr. Civil Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5142 Resolution No. 18-51 Resolution approving plans, specifications, form of agreement, and estimate of cost for the construction of the Pedestrian Mall Improvements Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the plans, specifications, form of contract and estimate of cost for the above-named project was published as required by law, and the hearing thereon held; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Pedestrian Mall Reconstruction account # R4340. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The plans, specifications, form of contract and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 3:00 p.m. on the 27" day of March 2018. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 3rd day of April 2018, or at a special meeting called for that purpose. Passed and approved this 20th day of February 2 8 Ma46r Attest: City Clerk !7d Z -/3 -t1W City Attorney's Office L Resolution No. 18-51 Page 2 It was moved by Botchway and seconded by trims adopted, and upon roll call there were: Ayes: Nays: Absent: the Resolution be Botchway Cole Mims Salih Taylor Thomas Throgmorton &is-t I I IOWA LEAGUE QfCITIES 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 - Pedestrian Mall Improvements Classified ID: 108100 A printed copy of which is attached and made part of this certificate, provided on 02/21/2018 to be posted on the Iowa League of Cities' intemet site on the following date: February 21 , 2018 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 2/21/2018 Alan Kemp, Executive Director NOTICE TO BIDDERS PEDESTRIAN MALL IMPROVEMENTS Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 27th day of March, 2018. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. 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 3rd day of April, 2018, or at special meeting called for that purpose. The Project will involve the following: Utility upgrades, new lighting, permanent stage canopy and shade structure, full paving replacement, site improvements and plantings. All work is to be done in strict compliance with the plans and specifications prepared by Genus Landscape Architects, of Des Moines, 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 accompanied in a sealed envelope, separate from the one containing the proposal, by 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. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred 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. A non -mandatory Pre -Bid Meeting will be held on March 19, 2018 at 1:30PM at the Emma J. Harvat Hall (Iowa City City Hall, 410 E. Washington Street, Iowa City, Iowa, 52240). The following limitations shall apply to this Project Phase 1A: Late Start Date: April 30, 2018 Substantial Completion* Date: July 31, 2018 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 Phase 1 Alley Critical Closure 14 Allowable Closure Days Incentive / Disincentive: $1000/Day Maximum Incentive: $5000 AF -1 Note: Once alley is closed, it is to remain closed until completion of all work Phase 1B: Late Start Date: April 30, 2018 Substantial Completion* Date: October 31, 2018 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 Phase 2: Early Start Date: May 13, 2019 Substantial Completion* Date: October 31, 2019 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 *Substantial completion is defined as the state in the progress of Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 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 Technigraphics, 415 Highland Ave, #100, Iowa City, Iowa, 52240, by bona fide bidders. A $50 deposit is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The deposit shall be refunded upon return of the Contract Documents within fourteen days after the award of the Project. If the Contract Documents are not returned within fourteen days after award and in a reusable condition, the deposit shall be forfeited. 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 re- quired 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 techni- calities and irregularities. Published upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK AF -2 Jolie Voparil From: Carla Long <CLong@mbionline.com> Sent: Thursday, February 22, 2018 4:36 PM To: Julie Voparil Subject: Certificate for Notice to Bidders 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 Landfill and Recycling Center Cell FY18 Construction Project Iowa City Pedestrian Mall Improvements 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): February 22, 2018 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. February 22, 2018 Date President/CEO of The Construction Update Plan Room Network Carla Long — Project Information Specialist Construction Update powered by ConstructConnect 221 Park St — PO Box 695 — Des Moines — Iowa — 50306 (D) 515.657.4400 (0) 515.288.8904 (E) Clong(o)MBlonline.com W www.MB]online.com Proiect Information V1 IowaBidDate.com KI ®•© Y. P`iw'� RECEIVE® NOTICE TO BIDDERS FEB 2 12018 PEDESTRIAN MALL IMPROVEMENTS Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 271h day of March, 2018. Sealed proposals will be opened immediately thereafter by the City Engineer or designee. 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 3rd day of April, 2018, or at special meeting called for that purpose. The Project will involve the following: Utility upgrades, new lighting, permanent stage canopy and shade structure, full paving replacement, site improvements and plantings. All work is to be done in strict compliance with the plans and specifications prepared by Genus Landscape Architects, of Des Moines, Iowa, which have heretofore been approved by the City Council, and are on rile 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 accompanied in a sealed envelope, separate from the one containing the proposal, by 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. Bid bonds of the lowest two or more bidders may be retained for a period of not to exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds will be returned after the canvass and tabulation of bids is completed and reported to the City Council. The successful bidder will be required to furnish a bond in an amount equal to one hundred 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. A nonmandatory Pre -Bid Meeting will be held on March 19, 2018 at 1:30PM at the Emma J. Harvai Hall (Iowa City City Hall, 410 E. Washington Street, Iowa City, Iowa, 52240). The following limitations shall apply to this Project: Phase IA: Late Start Date: April 30, 2018 Substantial Completion' Date: July 31, 2018 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 Phase 1 Alley Critical Closure 14 Allowable Closure Days Incentive / Disincentive: $1000/Day Maximum Incentive: $5000 AF -1 Note: Once alley is closed, it is to remain closed until completion of all work. Phase 1 B: Late Start Date: April 30, 2018 Substantial Completion" Date: October 31, 2018 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 Phase 2: Early Start Date: May 13, 2019 Substantial Completion` Date: October 31, 2019 Incentive / Disincentive: $1000/Day Maximum Incentive: $10,000 'Substantial completion is defined as the state in the progress of Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 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 Technigraphics, 415 Highland Ave, #100, Iowa City, Iowa, 52240, by bona fide bidders. A $50 deposit is required for each set of plans and specifications provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The deposit shall be refunded upon return of the Contract Documents within fourteen days after the award of the Project. If the Contract Documents are not returned within fourteen days after award and in a reusable condition, the deposit shall be forfeited. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A fisting 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 re- quired 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 techni- calities and irregularifies. Published upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK AF -2 @5"l � FQrbedia' PRESS -CITIZEN MEDIA PART OFTHE USATODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWACITY IA522401825 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0002751577 2/27/18 02/27/18 $24.22 Copy of Advertisement Exhibit"A" Subscribed a sw n to before me by said affiant this 27th day of February. 2018 kLL A& Notary 4lic q1.q-2_J Commission expires Public Notice of Storm Water V 5 Discharge City of Iowa City intends to The storm water discharge will be from water main construction activities located in the SW 1/ of Section 10 T79N R06W in Johnson County. Storm water runoff from this work will flow from roadway storm sewers to Ralston Creek. Comments may be submitted to the Storm Water Discharge Coordinator, Iowa Department of Natural Resources, Environmental Protection Division, 502 E. 9th Street, Des Moines, IA 50319-0034. The public may review the Notice of intent from 8 a.m, to 4:30p m. Monday through Friday, ap. tyre above address after it has been received by the department. Prepared by: Scott Sovers, Sr. Civil Engineer, Public Works, 410 E. Washington St., lova City, IA 52240 (319)3565142 Resolution no. 18-100 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Pedestrian Mall Improvements Project Whereas, Portzen Construction, Inc. of Dubuque, Iowa has submitted the lowest responsible bid of $7,421,805 for construction of the above-named project; and Whereas, the bid includes the base bid and Alternate #1; and Whereas, funds for this project are available in the Pedestrian Mall Reconstruction account #R4340. 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: The contract for the construction of the above-named project for the base bid plus Alternate #1 is hereby awarded to Portzen Construction, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign the contract for construction of the above-named project and the Contractor's Bond, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 2nd day of April _,2018 Mayl6r Attest 4CiClerk�_ p roved City Attorney's Office It was moved by trims and seconded by Thomas the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: X Botchway Cole Mims Salih Taylor Thomas Throgmorton H IL PERFORMANCE AND PAYMENT BOND Bond 54-221600 Portzen Construction Inc 205 Stone Valley Drive, Dubuque, Iowa 52003 as (insert the name and address or legal title of the Contractor) Principal, hereinafter called the Contractor and United Fire & Casualty Company (insert the legal title of the Surety) 118 Second Ave SE, Cedar Rapids, Iowa 52401 , as Surety, hereinafter called the Surety, are held and firmly the Owner, in the amount of 7.421,805.00 until} e City of Iowa 9 mil ion four hu n called 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 Apri 1 6, 2018 , entered into a Pedestrian tf�jl l written Agreement with Owner for Improvements 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 Genus Landscape Architects which Agreement is by reference made a part hereof, and the agreed-upon work is hereafter referred to as the Project. NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion of the Project. A. The Surety hereby waives notice of any alteration or extension of time made by the Owner. B. Whenever Contractor shall be, and is declared by Owner to be, in default under the Agreement, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly: 1. Complete the Project in accordance with the terms and conditions of the Agreement, or 2. Obtain a bid or bids for submission to Owner for completing the Project in accordance with the terms and conditions of the Agreement; and upon determina- tion by Owner and Surety of the -lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available, as work progresses (even though there may be a default or a succession of defaults under the Agreement or subsequent contracts of completion arranged under this paragraph), sufficient 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 Contractors 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 subcontractors, all claims due them for labor performed or materials fumished 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 4th DAY OF Apri 1 20 18 . IN THE PRESENCE OF: Portzen Construction Inc (Principa� Witness (Title) Michael J Portzen, Vice President United Fire & Casualty Company (Surety) Witness (Title) TerrancevJ Friedman, Attorney-in-fact 880 Locust St - Ste 200 (Street) Dubuque, Iowa 52001 (City, State, Zip) 563-556-0272 (Phone) FUT-9W UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, LA UNITED FIRE & INDEMNITY COMPANY, NN EBSTER, Tl Inquiries: Surety Department FINANCIAL PACIFIC INSURANCE COMPANY, ROCKLIN, CA 118 Second Ave SE CERTIFIED COPY OF POWER OF ATTORNEY Cedar Rapids, IA 52401 (original on file at Home Office of Company — See Certification) KNOW ALI. PERSONS BY THESE PRESENTS, That UNITED FIRE & CASUALTY COMPANY, a corporation duty organized and existing under the laws of the State of Iowa; UNITED FIRE & INDEMNITY COMPANY, a corporation duly organized and existing under thelaws of the State of Texas; and FINANCIAL PACIFIC INSURANCE COMPANY, a corporation duly organized and existing under the laws of the State of California (herein collectively called the Companies), and having their corporate headquarters in Cedar Rapp ids State of Iowa, does make, constitute and appoint TERRANCE J. FRIEDMAN, SCOTT A. DESOUSA, MARK J. PHALEN, DAN A. WELEK, SHIRLEY M. SHANNON, EACH INDIVIDUALLY of DUBUQUE IA - their true and lawful Attomey(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $50, ODO, 000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE & CASUALTY COMPANY, UNITED FIRE & INDEMNITY COMPANY, AND FINANCIAL PACIFIC INSURANCE COMPANY. This Power of Attorney is: made and executed pursuant. to and by authority of the following bylaw duly adopted on May 15, 2013, by the Boards of Directors of UNITED FIRE & CASUALTY COMPANY, UNITED FIRE & INDEMNITY COMPANY, and FINANCIAL PACIFIC INSURANCE COMPANY. "Article VI — Surety Bonds and Undertakings" Section 2, Appointment of Attorney -in -Fact. "The President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby, and the Corporate seat, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys -in -fact, subject to the limitations set forth in theirrespective certificates of authority shall have full power to bind the Companies by their signature and execution of any. such instruments and to attach the seal of the Companies thereto. The President or any Vice President, the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attomey-in-fact. IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be. signed by its :F' `.a �a�,e rmiWio`�NG INSU°. viceresident and its coI/T}Vyl�rate seal to be hereto affixed this 15th da of October, 2013' stA CORPORATE _ `naaNRPOHArz f= `V 24ePPOq+j�C�- P -Y� Y UNITED FIRE &CASUALTY COMPANY UNT'I'ED FIRE & INDEMNITY COMPANY FINANCIAL PACIFIC INSURANCE COMPANY. ' By: State of Iowa, County of Linn, ss - On / u,ce President On .15th day of October, 2013, before me personally came Dennis J. Richmann to me known; who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he, is a Vice President of UNITED FIRE & CASUALTY COMPANY, a Vice President of UNITED FIRE & INDEMNITY COMPANY, and a Vice President of FINANCIAL PACIFIC INSURANCE COMPANY the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. ,NEI s Judith A. Davis bwa Notarial Seal A Commission number173041 o+x My Commission Expires 0423/24/2312 n 078 Notary Public My commission expires: 04/23/2018 1, David A. Lange, Secretary of UNITED FIRE & CASUALTY COMPANY and Assistant Secretary of ITED FIRE & INDEMNITY COMPANY, and Assistant Secretary of FINANCIAL PACIFIC INSURANCE COMPANY, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixedhe corporate seal of the said Corporations this 4th day of April 20 i ,,rRrUlOpllrlOy `pp�a�lp,4 INSU E,voW,yir iy. �\P�\4 PP0 0 O``a�A s' R+l^ryT 5 k mRPOMTE 'q = 'E coRPORArz i S- �ULr 21 o i= y: 1 � SEAL FO p: f Iryrgnun,,, .uumm000"`• BPOA0049 0115 By: Ar -21 Secretary, OF&C Assistant Secretary, OF&UFPIC PORTZEN CONSTRUCTION 205 STONE VALLEY DRIVE . DUBUQUE, IOWA 52003 • (563) 557-7642 • Fax (563) 557-9048 December 23, 2019 City of Iowa City, Iowa 410 East Washington Street Iowa City, IA 52240 RE: #18-05 —Pedestrian Mall Improvement Project Dear City Clerk: We hereby make a request for early release of retained funds for the Pedestrian Mall Improvement Project. Enclosed please find my affidavit in accordance with Section 573.28, Code of Iowa. If you have any questions, please give me a call. l;co �;haKcL Lei � Sincerely, Michael E. Portzen a President o y� C-) n -C o Q 0 AFFIDAVIT CONCERNING THE Pedestrian Mall Improvement Project STATE OF IOWA ) ) ss: COUNTY OF DUBUQUE ) The undersigned, being first duly sworn on oath deposes and states: 1. That this Affidavit is given pursuant to Section 573.28, Code of Iowa. 2. That the undersigned is a contractor for the Public Improvement project known as the Pedestrian Mall Improvement Project. 3. That said project is substantially completed. 4. The undersigned contractor has served written notice on each known subcontractor, sub -subcontractor, and supplier that provided labor or materials for this public improvement project, and with said notice, a copy of which is attached hereto, was delivered on or about December 13, 2019, at least ten days prior to the date of this Affidavit. 5. That pursuant to Section 573.28, Code of Iowa, below under%ned contractor hereby requests the City of Iowa City, Iowa to r*ase. -j the partial funds retained for this project. ; (n �C-) �r a M Dated this 23rd day of December, 2019. r, o 0 PORTZEN CONSTRUCTION. INC.— By: Michael E. Portzen, President Subscribed and sworn to before me, a Notary Public in and for the State of Iowa, by Michael E. Portzen, to me known to be the President of Portzen Construction, Inc., and Iowa Corporation. By: �a s� 5, f otaryublic =tTETRYMCAULIFFE NumWr 806131 ission Expires t 31 420 RT EN CONSTRUCTION 205 STONE VALLEY DRIVE • DUBUQUE, IOWA 52003 + (563) 557-7642 r Fax (563) 557-9048 December 13, 2019 NOTICE OF CONTRACTOR'S REQUEST FOR EARLY RELEASE OF RETAINED FUNDS You are hereby notified that Portzen Construction, Inc. will be requesting an early release of funds on a public improvement project designated as Pedestrian Mall Improvement Project for which you have or may have provided labor or materials. The request will be made pursuant to Iowa Code Section 573.28. The request may be filed with the City of Iowa City, Iowa, after ten calendar days from the date of this notice. The purpose of this request is to have the City of Iowa City, Iowa, release and pay funds for all work that has been performed and charged to the City of Iowa City, Iowa, as of the date of this notice. This notice is to provide accordance with Iowa Code Section 573.28. Sincerely, Michael E. Portzen President N b rn C-11 n a T7 i _gym r o ADVANCED ELECTRICAL SERVICES ASI SIGNAGE INNOVATIONS BARNETT BATES CORP 1233 GILBERT COURT 1219 ZIMMERMAN DRIVE 1415 FAIRVIEW STREET IOWA CITY, IA 52240 PO BOX 187 ANDERSON, IN 46016 GRINNELL, IA 50112 BLACKHAWK AUTOMATIC SPRINKLERS BRADLEY IRON WORKS P.O. BOX 998 P O BOX 1249 525 EAST 18TH ST DUBUQUE, IA 52004-1249 CEDAR FALLS, IA 50613 CEDAR VALLEY STEEL INC 280 50TH AVENUE S.W. CEDAR RAPIDS, IA 52404 CR GLASS COMPANY RI GLASS GROUP 625 C AVENUE NE CEDAR RAPIDS, IA 52401 DUBUQUE STEEL PRODUCTS CO. 1500 RADFORD RD. DUBUQUE, IA 52002-2115 GIESE SHEET METAL CO INC 2125 KERPER BLVD DUBUQUE, IA 52001 HAWKEYE READY MIX, INC. P.O. BOX 1367 CEDAR RAPIDS, IA 52406-1367 IOWA CITY READY MIX, INC. P.O. BOX 1696 IOWA CITY. IA 52244-1696 J & R SUPPLY INC P.O. BOX 1071 DUBUQUE, IA`5sUj fli i 0 :01 VV 9Z 330 GIN QUALITY MANUFACTURING CORPORATION , - o 4300 NW URBANDALZIDRUE — URBANDALE, IA 50322 COUNTRY LANDSCAPES, INC 3801 EAST LINCOLN WAY AMES, IA 50010 D&D CONCRETE INC. P 0 BOX 3040 DUBUQUE, IA 52004-3040 EDWARDS CAST STONE COMPANY 777 EDWARDS ROAD DUBUQUE, IA 52003-8500 GILCREST/JEWETT LUMBER CO PO BOX 1000 WAUKEE, IA 50263 HEIAR BROTHERS FENCING, INC 13975 RYAN ROAD PEOSTA, IA 52068 IRONSMITH, INC 41-701 CORPORATED WAY, #3 PALM DESERT,CA 92260 LOGAN CONTRACTORS SUPPLY INC P 0 BOX 5283 DES MOINES, IA 50305-5283 RIVER CITY CUTTING & CORING, LLC PO BOX 5042 4701 BUCKEYE STREET DAVENPORT, IA 52808 CARRICO AQUATIC RESOURCES, INC. 720 NORTH PARKWAY STREET JEFFERSON, WI 53549 COUNTY MATERIALS CORP. P.O. BOX 100 MARATHON, WI 54448-0100 DA BUNCH COMPANY 4003 J STREET, SUITE 4 CEDAR RAPIDS, IA 52404 GEISLER BROTHERS CO 1500 RADFORD ROAD DUBUQUE, IA 52002 GOPHER STAGE LIGHTING, INC. 4141 CEDAR AVENUE SOUTH MINNEAPOLIS, MN 55407 HYDRO DRAMATICS 1228 SOUTH EIGHTH STREET SAINT LOUIS, MO 63104 JF SEHR INC. JERRY'S HAULING 4047 MAIER AVENUE SW IOWA CITY, IA 52240 PLUMB SUPPLY CO 1622 NE 51ST AVENUE P.O. BOX 4558 DES MOINES, IA 50306-4558 RIVER PRODUCTS COMPANY, INC. P.O. BOX 2120 IOWA CITY, IA 52244-2120 S & G MATERIALS PTRS SCHIMBERG CO. SELCO INC DBA: S & G MATERIALS 1106 SHAVER ROAD N.E. P.O. BOX 137 PO BOX 3142 CEDAR RAPIDS, IA 52402-4500 EAST DUBUQUE, IL 61025 IOWA CITY. IA 52244 SHIVE-HATTERY,INC 316 2ND STREET SE, SUITE 500 PO BOX 1599 CEDAR RAPIDS, IA 52406 HD SUPPLY CONSTRUCTION P.O. BOX 4852 ORLANDO, FL 32802-4852 SOBASKI ABBEY CARPETS 600HWY1W IOWA CITY, IA 52246 WCI BASEMENT REPAIR 602 W. 8TH STREET CARROLL, IA 51401 N d i �G m` FLx3 }:�...� (-7 C7 N crTl p--- i -tn r- a m o ;X3 `5 F) ENGINEER'S REPORT November 6, 2020 City Clerk Iowa City, Iowa Re: Pedestrian Mall Improvements Project Dear City Clerk: 1�x CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org I hereby certify that the construction of the Pedestrian Mall Improvements Project has been completed by Portzen Construction, Inc. of Dubuque, IA in substantial accordance with the plans and specifications prepared by Genus Landscape Architects. The project was bid as a unit price contract and the final contract price is $ 7,881,090.99. There were eleven (11) change or extra work orders for the project as described below: TOTAL $ 320,587.62 Chance Order Description Net Contract Change 1. Tree protection and the replacement of sanitary sewer service line for 210 S. Dubuque Street. $ 14,655.00 2. Weather Dance Fountain Improvements. $88,238.00 3. Iowa City Public Library West Entrance Improvements. $99,944.00 4. Weather Dance Fountain granite color change, stage canopy foundation revisions, and planter topsoil. $15,676.80 5. Repair of existing limestone art wall, limestone art wall size adjustments and limestone planter wall foundation revisions. $34,943.69 6. Reuse of existing painted benches and the addition of benches without intermediate arm rests. ($3,271:92) 7. 132 S. Clinton Street vault structural repairs, new hatch and - waterproofing $21,990.00 8. Changed concrete paver finish from the standard finish to the premier finish. $21,582.05. 9. Electrical panel and circuiting changes, salvaged and } reinstalled children's garden soil and planter wall patching. $11,810.00 10. Black Hawk Mini Park story wall modifications and Weather Dance Fountain chemical controller upgrade. $13,555.00 11. Removal and Disposal of cafe materials $1,465.00 TOTAL $ 320,587.62 A I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, !� Jason Havel, P.E. City Engineer I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer �i W w o G11 gig, �,J Prepared by: Scott Sovers, Assistant City Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 3565142 Resolution No. 20-259 Resolution accepting the work for the Pedestrian Mall Improvements Project Whereas, the Engineering Division has recommended that the work for construction of the Pedestrian Mall Improvements Project, as included in a contract between the City of Iowa City and Portzen Construction Inc. of Dubuque, Iowa, dated April 9, 2020, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Pedestrian Mall Reconstruction account #R4340; and Whereas, the final contract price is $7,881,090.99. 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 17th day of November , 2020 a or App d by l Attest: ` l 0 (%/2 . V City Clerk City Attorney's Office (Sara Greenwood Hektoen — 11/10/2020) It was moved by Nims and seconded by Salih the Resolution be adopted, and upon roll call there were: Ayes: i7 Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner y 6001-5502 COVERED BY THIS SEAL I HEREBY CERTIFY THAT THIS DOCUMENT WAS GOO2 PREPARED BY ME OR UNDER MY DIRECT PERSONAL 51P, OH, SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA DOUGLAS A. 00399 BR A DOUG DATE d p LICENSE NO. E.NRper1F LICENSE RENEWAL DATE: JUNE 30, 2019. 03 • S' 6001-M15I MOT - DIN I M101 -MINI L101-L80T rrr BONA 1 0�." rrr Nnlnllll COVERED BY THIS SEAL 6001-5502 COVERED BY THIS SEAL I HEREBY CERTIFY THAT THE PORTION OF THIS GOO2 TECHNICAL SUBMISSION DESCRIBED HEREIN WAS y 0.:SCHRO PREPA dE OR UNDER AIY DIRECTSUPERVISION i LE GHMGE.IAMADIAY REGISTERED O,t•.l� C E ! ER THE LAWS OF THE STATE OF IOWA C~aytpTE 3 STATE OF IO1126118 RMOTHYR SCHROEDER DATE 'a�sEU pRG� mmun,nq' LICENSE NO. 1T3921 LICENSE RENEWAL DATE: JUNE 90, 2019. A81D1-AW801 COVERED BY TH133EAL ' 6001-5502 COVERED BY THIS SEAL I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT GOO2 WAS PREPARED BY ME OR UNDER MY DIRECT SSS/ Qy?I SUPERVISION AND THAT I AM ADULY UCENSED UNDER -B.'� PROFESSIONAL NGINEER THE LAWS OF THE `hi ROBERT W. m' STATE OF IO1126118 TOBIN jJ\q,12404 /y[yE/ 1.28.18 ROBERT W. TOBIN DATE 3LEYC ILL DATE 03 • S' LICENSE NO. 124M rrr BONA 1 0�." rrr Nnlnllll LICENSENO.19593 w'OrN�R LICENSE RENEWAL DATE: DECEMBER 31, 2018. 6001-5502 COVERED BY THIS SEAL ESI 11 - ESI 18 COVERED BY THIS SEAL I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT GOO2 WAS PREPARED BY ME OR UNDER MY DIRECT SSS/ Qy?I SUPERVISION AND THAT I AM A DULY LICENSED -B.'� PROFESSIONALENGINEERUTAERTHEUWSOFTHE STATE OF IOWA. `hi ROBERT W. m' I Ila, TOBIN jJ\q,12404 /y[yE/ 1.28.18 ROBERT W. TOBIN DATE e 21927 a' STINEJ. MCHENRY DATE 03 • S' LICENSE NO. 124M rrr BONA 1 0�." rrr Nnlnllll LICENSE RENEWAL DATE' DECEMBER 91.2019. w'OrN�R Clot -0802 COVERED BY THIS SEAL ESI 11 - ESI 18 COVERED BY THIS SEAL I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT GOO2 WAS PREPARED BY ME OR UNDER MY DIRECT „11aN"110 SUPERVISION AND THAT I AM A DULY LICENSED -B.'� PROFE6310NAL ENGINEER UNDERTHE LAWS OF E `,,.•��,UTESSb/y�Y�..' 3,3'Y B§ SRW J. S1 STAT MCIRNRY - ! ACJ. e 21927 a' STINEJ. MCHENRY DATE 03 • S' US J. ERPELDINO Y DATE 6009 LICENSE w'OrN�R RENEWALnn°oP`o�. LICENSE RENEWAL DATE DECEMBER 31. M18 rN4RuuN1I LICENSE RENEWAL DATE: DECEMBER 31, 2010 ESI 11 - ESI 18 COVERED BY THIS SEAL ACCEPTED FOR LETTING TTY ENGINEER, CITN OF IOWA CITY PEDESTRIAN MALL IMPROVEMENTS CIN OF IOWA CITY BID SET JANUARY 26, 2018 GENERALDRAWINGS COOT 1 HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT GOO2 WAS PREPARED BY ME OR UNDER MY DIRECT COOS SUPERVISION AND THAT I ANI A DULY LICENSED �NQppFE8610yyr��'p 'V p� PROFESSIONAL ENGINEER UNDER THE LAWS OF THE '.A.• •.FJ.S ow STATE OFA. Er3X' NICHOLAS J:;� _ ! ACJ. GO07 yY� � x_26-ZMA& c7t 29203 2J,�'`�CHONf US J. ERPELDINO Y DATE 6009 ESTIMATED REFERENCE INFORMATION i�p •IOWA 9"`,,` LICENSE NO. 24289 rN4RuuN1I LICENSE RENEWAL DATE: DECEMBER 31, 2010 6012 DIOS-DIN INMI -NW2 COVERED BY THIS SEAL ACCEPTED FOR LETTING TTY ENGINEER, CITN OF IOWA CITY PEDESTRIAN MALL IMPROVEMENTS CIN OF IOWA CITY BID SET JANUARY 26, 2018 GENERALDRAWINGS COOT COVER SHEET +DRAWING INDEX GOO2 GENERALPROJEOTNOTE3 COOS ESTIMATEDPROJECTOUAINTITIES Dom ESTIMATEOPROJECTOUANTITIES G005 ESTIMATEDPROJECTOUANTITIES GOOK ESTIMATED REFERENCE INFORMATION GO07 ESTIMATED REFERENCE INFORMATION COOS ESTIMATED REFERENCE INFORMATION 6009 ESTIMATED REFERENCE INFORMATION MID DUNIN TITY TABULATIONS Coll UMESTONEWALLSCHEDULE 6012 LIMESTCNEWALL SCHEDULE 6013 LIMESTONEWALLSCHEDULE Will GRANITESCHEDULE W15 LIMESTONE VENEER S BENCH SCHEDULE SITE SURVEY Viol SITESURVEY-AREA1 VIM SITESURVEY-AREA2 V103 SUESURVEY-AREAS V104 SITESURVEY-AREA4 V105 SITESURVEY-AREAS D101 PROJECT PHASING PIAN D102 PROJECT PHASING NOTES D103 PHASEIPLAN .IN PHASE PLAN TRAFFIC CONTROL PLANS D105 TRAFFIC CONTROL PWN TRAFFlCCONTROLATCUMONET D108 TRAFFICCONTROLPVNTRAFFICCONTROLATCLINTONST DEMOLITION PLANS DD101 DEMOLITION PIAN - AREAL DD102 DEMOLITION PIAN - AREA 2 DD103 DEMOLITION PIAN - AREAS DDlN DEMOLITION PIAN - AREA 4 DD105 DEMOLITION PLAN - AREA 5 Clot TELECOMMUNICATIONSPLANVIEW C102 TELECOMMUNICATIONSPLWVIEW C103 TELECOMMUNICATIONS PUN VIEW GIN TELECOMMUNICATIONSPILNVIEW C105 TELECOMMUNICATIONSPLANVIEW C111 WATER MAIN PUN AND PROFILE C112 WATER MAIN PUN AND PROFILE C113 WATER MAIN PLAN MD PROFILE C114 WATER MIN PLAN AND PROFILE C115 WATERMAINNOTES C110 WATERMAINPLANVIEWUETALS C11T WATER MAIN PLN VIEW DETAILS 0118 WATER MAIN PLAN VIEW DETAILS 0119 WATER MAIN PVN VIEW DETAILS C121 STORM SEWER PVN VIEW cin STORM SEWER PLAN VIEW C123 STORM SEWER PLAN VIEW 0424 STORM SEWER PIAN VIEW 0123 STORM SEWER PVN VIEW C131 SWITARYSEWERPUNVIEW CNN UTIUTY DETAILS C5D2 t1RLITY DETAILS C503 UTILITY OFFALS 0501 UIILTTY DETAILS CTAS UTILITY DETAILS CEDE UTILTTY DETAILS CBOT UULRY DETAILS C508 U11LRY DETAILS C509 UTILITY DETAILS C510 UTILITY DETAILS C511 UTILITY DETAILS C512 LDETAILS UUR1- C513 U ILITY DETAILS 0514 UTILITY TABULATIONS C515 UTILITY TABULATIONS C510 UTILT' TABULATIONS CS01 EROSION CONTROL NOTES 0802 EROSION CONTROL PVN VIEW SITE DRAWINGS GRADING PUN -AREA I GRADING PLAN - AREA 2 GRADING PLAN - AREA 3 GRADING PUN -AREA 4 GRADING PUN -AREA 5 STAKING PLAN -AREA 1 STAKING PUN-AREA2 STAKING PIAN -AREA 3 STAKING PUN-AREA4 STAKING PUN -ARU S MATERML4 PLW -AREA 1 MATERIALS PLAN -AFAR MATERULL9 PVN -AREAS MATERIALS PVN-rUREA4 MATERIALS PVN -AREAS JOINRNGPUN-AREAL JOINTINGPIAN-AREA2 JOINTING PUN -AREAS JOINTING PLAN - AREA 4 JOIMING PLAN -AREAS PLANTING PUN -AREA I PLANTINGPLAN - AREA 2 P1ANTINGPUN-AREAS PLANTING PLAN -AREA PLANTING R S PLAREA S SOIL DIAGRAM PVN -AREA I SOIL DIAGRAM PVUN-ARU 2 SOL DIAGRAM PWJ-AREA 3 SOL DIAGRAM PVN -AREA 4 SOL DIAGRAM PWJ-PREP 5 UTILITY SECTIONS U IRTY SECTIONS FOUNTAIN SEATING STORY WALLAT CLINTON 3TORYWALLATBHMP STORY WALL ELEVATIONS PAVING PIANS GRANITE DETAILS SCREEN DETAILS JEFFERSON BUILDING VAULT AB -BUILT CUNTON STREETPLAN AND PROFILE STAGE DETAILS SITE DETAILS LIMESTONE DETAILS SUE FURNISHING DETAILS STAIR DETAILS PLANTINGDETALS HANDHOLE DETAILS KIOSK DETAILS IRRIGATION DRAWINGS IR -100 IRRIGATION PUN IR -101 IRRIGARON PLW IR -102 IRRIGATION PVN IR -103 IRRIGATION PVN IR -104 IRRIGATION PVN IR -210 IRRIGATION DETAILS STRUCTURAL DRAWINGS 5001 STRUCTURAL NOTES SIM AREA SID¢ AREA 5103 AREA Sim AREA 3105 AREA 5401 CANOPY FRAMING 5402 SUNSHADE FRAMING 3501 CANOPY DETAILS 5502 DETAILS AF AL1.1 PEDESTRIAN MALL LIGHTING PUN AL1.2 PEDESTRIAN XUW. LIGHTING DETAILS AL1.3 PEDESTRIAN MALL LIGHTING DETAILS Mot STAGE CANOPY BANNER RIGGING - BID ALT ELECTRICAL DRAWINGS ES111 ELECTRICAL SITE PLAN AREAL ES112 ELECTRICAL SITE PLAN AREA E5113 ELECTRICAL SUE PLAN AREA E3114 ELECTRICAL SITE PLAN AREA E5115 ELECTRICAL SITE PLAN AREA E8115 ELECTRICAL SUE PIAN WIRING DIAGRAM ES11T ELECTRICAL SUE PLAN ELECTRICAL DETAILS E3110 ELECTRICAL SUE PLAN PANEL SCHEDULES AB101 PLANS - BHMP SHADE STRUCTURE ALTERNATE2 AB211 SECTIONS- BHMP GRADE STRUCTURE ALTERNATE AW101 PUNS- PERMANENT STAGE CANOPY ALTERNATEI AW102 PUNS- PERMANENT STAGE CANOPY ALTERNATE AW111 REFLECTED PLAN- PERMNT. STAGE CANOPY ALTERNATE AW201 ELEVATIONS- PERMNT. STAGE CANOPY ALTERNATE1 AM11 SECTIONS- PERMANENT STAGE CANOPY ALTERNATEI AW411 COLUMN ELEVATIONS- PERMNT. STAGE CANOPY ALTERNATE AW501 DETAILS- PERMANENT STAGE CANOPY ALTERNATEI AW502 DETAILS- PERMANENT STAGE CANOPY ALTERNATE AW503 DETAILS- PERMANENT STAGE CANOPY ALTERNATE AWWI PANEL ELEVATIONS ALTERNATE TRAFFIC SIGNALUEATION DRAWINGS NMI TRAFFIC SIGNAL PLAN NOTES MD LEGEND N101 TRAFFIC SIGNAL PLAN INTERSECTION LAYOUT Wit TRAFFIC SIGNAL PIAN WIRING DIAGRAM N112 TRAFFIC SIGNAL PIAN WIRING DIAGRAM NMI TRAFFIC SIGNAL PLN PEDESTAL POLE MD PUSHBUTTON DETAILS N502 TRAFFIC SIGNAL PLAN CONTROLLER CABINET AND TRENCH DETAILS r, ®IOWA= (amm (URA CITY OF IOWA CITY 1-O00292-8989 UNDWOIYOFUTEMNRE .—II.— I genus ^^"r°m°^II.— genus [ landscppe architect ] 325 FAST 5- STREET F� DES MOINES, IA 50309 JT 515 284 1010 W W W.GENUBI4A.COM L-4; ARCW ECT {NEUMPNN MONSON ARCHITECTS EAST COLLEGE STREET, STE. 3113 14 CITY, A52240 P3 93387818 CNILENGINEER SHOEMW4ER B H'AAAND 160 HOLIDAY ROAD CORALVILLE, M 52241 P319.351.7150 ELECTRICAL 6 TRAFFIC SIGNALRATION SWCONSULTING ONECARLSONPARMNAYNORhI, STE. 150 MINNEAPOLIS, AN 55147-0443 P763A75.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. 8 IOWA CITY, IA 52240 P 319.333.7050 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE STE 200 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA I��IIriS 01 OM262017 T0% Do 02 OSI30201T IW%DD 0 10/182017 MAGI) 09 1X20'2017 100%CD 05 01RWYOiS BIDSET CCIEHIMISS COVER SHEET + DRAWING INDEX 0001 PLANTING NOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE ENGINEER. 2. CONTRACTOR SWILL COORDINATE LOCATION OF ALL UTIDDES (LINES, DUCTS, CONCURS. SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS(FENCE, FOOTINGS. TREE FOOTBALLS. ETC.) CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONTINUING WORK. 3. ALL WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES. 4. IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PUNTING PLAN AND THE NUMBER OF PUNTS IN THE SCHEDULE, THE PLANING PLAN SHALL GOVERN. 5, ALL PLANT MATERLALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK ANSI Z 80.1, OR LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PUNT MATERIALS OF ME SPECIES LISTED MAY BE USED IF THE STOCK CON FORMS TO THE AS.N.S. 6. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE ENGINEER. 7. OWNER RESERVES THE RIGHT TO SUBSTITUTE PLANT MATERIAL TYPE. SIZE, ANDIOR QUANTITY. 0. STAKE LOCATION OF ALL PROPOSED PUNTING FOR APPROVAL BY THE ENGINEER MINIMUM OF 40 HOURS PRIOR TOME COMMENCEMENT OF PLANTING. 9. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONSTRUCTION LIMITS PER PUN. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO ME OWNER. 10. THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PUNT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO SACKFILLING WITH PLANING MUX. 11. UNLESS NOTED OTHERWISE, TREES TO BE CENTERED IN PLANTING AREAS. 12. TO AVOID DISRUPTION TO EXISTING TREES. HAND DIGGING REQUIRED WITHIN DRIP LINE OF TREES. NO TREE ROOTS OVER V IN DIMAETER ARE TO BE CUT. GRADING NOTES 1. TOPOGRAPHIC SURVEY OF EXISTING CONDITIONS SUPPLIED BY MMS CONSULTANTS, INC. OF IOWA CITY, IOWA CONTRACTOR SHALL VERIFY EXISTING GRACES AND CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR ADJUSTING WORKASREOUIRED. 2. ALL LAND FORMS SHALL BE GRADED TO BE SMOOTH AND CONTINUOUS SURFACES. CHANGES IN PERCENT OF SLOPE ON SURFACES SHALL BE GRADUAL RATHER THAN ABRUPT. GRADE TRANSITIONAL AREAS TO CREATE VERTICAL CURVES AND ENSURE CONTINUOUS. FLOWING LAND FORM. 3. PROVIDE FOR SURFACE DRAINAGE DURING THE PERIOD OF CONSTRUCTION IN A MANNER THAT WILL PROTECT NEWLY GRADED AND ADJACENT AREAS. 4. EVERY PRECAUTION AND TEMPORARY MEASURE SHALL BE TAKEN (SUCH AS SILT BARRIERS. TEMPORARY SEEDING, ETC.) TO PREVENT DAMAGE FROM EROSION ON FRESHLY GRADED AREAS. THIS SHALL APPLY TO DAMAGE OF NEWLY GRADED AREAS WITHIN CONSTRUCTION LIMITS AND DAMAGE TO ADJACENT AREA CAUSED BY ERODED MATERIALS. ANY METHODS UTILIZED SHALL MEET AND CONFORM TO ALL LOCAL CODES. 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL EXISTING BUILDINGS. 6. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND IMPROVEMENTS TO REMAIN. 7. ALL NEW CURBS, WALKS AND GRADES SHALL MATCH ELEVATION OF EXISTING WHEN ABUTTING. 0. MINIMUM SLOPE ON PIANTNG AREAS SHALL BE 2 PERCENT. 9. REMOVE ANY SHRUBS AND STUMPS IDENTIFIED FOR REMOVAL ON THE PLANS AND PROPERLY DISPOSE OF IN AN OFF-STE LOCATION. 10. CONTRACTOR IS RESPONSIBLE FOR LOADING, HAULING. STOCKPILING, PLACING, SPREADING, AND FINISHING FILL MATERIAL AS REWIRED. 11. ALL NEW CONCRETE WALKS SHALL HAVE A MAXIMUM OF 1.0 PERCENT CROSS SLOPE AND A MAXIMUM LONGITUDINAL SLOPE OF 4.8 PERCENT, UNLESS OTHERWISE NOTED. 12. ALL VOIDS REMAINING FROM REMOVED ITEMS SHALL BE FILLED AND COMPACTED AS PER SPECIFICATIONS. GRADE TO PROVIDE CONTINUOUS SURFACES. 13. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO SUCH SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL CALL IOWA ONE PRIOR TO CONSTRUCTION. 14, GO NOT DISTURB EXISTING GRADE NEAR EXISTING TREES, 15, FILL AND REMADE AS REQUIRED TO PROVIDE A SMOOTH TRANSITION FROM NEW TOP OF CURB TO EXISTING GRACE. STAKING + MATERIALS NOTES 1. DO NOT SCALE THESE DRAWINGS UNLESS NOTED. WRITTEN DATA SHALL TAKE PRECEDENCE OVERPLAY OTHER DATA 2. ALL DIMENSIONS TO CURBS ME TO BACK OF CURB,UNLESS OTHERWISE NOTED. 3. JOINTS SHALL BE INSTALLED TO FORM SQUARES DEPENDENT ON WIDTH OF WALK. AS NOTED ON PUN, SOME JOINTS SHALL BE INSTALLED TO ALIGN WITH ADJACENT JOINTS. 4. FORMWORK FOR ALL SITE IMPROVEMENTS SHALL BE INSPECTED AND APPROVED BY THE OWNER PRIOR TO INSTALLATION OF CONCRETE. PROVIDE MINIMUM 24 -HMR NOTICE. 5, DIMENSIONS INDICATED WITH A S' SHALL BE VERIFIED IN THE FIELDBYTHECONIM CTOR 8, ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO ME LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWIMNOTED. T. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND DIMENSIONS SHOWN ON THE DRAWINGS AND REPORT ANY DISCREPANCIES TO ME ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. CONTRACTOR SHALL REFER ANY QUESTIONS ON SDE MATERIALS. FINISHES. LABOR ANDROR PRODUCTS NOT SPECIFIED HEREIN TO THE ENGINEER PRIOR TO GROSSING MATERIALS OR STARTING WORK 9. ALL GRANULAR MCKFILL MATERIAL TO BE USED IN ASSOCIATION WITH UTILITY PIPE WORK SHALL CONFORM WITH IOWA DOT CLASS ACRUSHED STONE (GRADATION 11) OR OTHER WELL -GRADED CRUSHED STONE MATERIAL AS APPROVED BY ME ENGINEER. DEMOLITION NOTES 1. PROTECT EXISTING TREES PER SPECIFICATIONS. NO GRADING, MACHINERY, OR MATERIAL STORAGE TO OCCUR WITHIN DRIPUNE OF TREE. 2. ALL ITEMS TO BE REMOVED INCLUDE REMOVAL OF ANY RELATED FOOTINGSANDIORATTACHMENTS. 3. CITY STAFF TO REMOVE SIGNS, BICYCLE RACKS, TRASH RECEPTACLES AND BENCHES. CONTRACTOR TO COORDINATE REMOVALS. 4. CONTRACTOR TO REMOVE HYDRANTS AS IDENTIFIED IN PLANS AND RETURN TO THE CITY OF IOWA CITY WATER DEPARTMENT WHEN NEW HYDRANTS ARE IN SERVICE. 5. OUTDOOR EATING ENCLOSURES, UNIT PAVING. WOODEN DECKS AND ANY CONNECTION FROM BUILDING TO SIDEWALK CAFE TO BE REMOVED BY OWNER. 6, PROTECT ALL EXISTING FEATURES NOT DESIGNATED FOR REMOVAL. T. IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO REMOVE AND LEGALLY DISPOSE OF ALL WASTE ITEMS ( PAVEMENT, EXCAVATION MATERIALS, PUNT MATERIAL, ETC.)AT A LEGAL OFF SITE LOCATION OR LICENSED LANDFILL. NO STOCKPILING OF WASTE MATERIALS WILL BE ALLOWED WITHIN THE PROJECT AREA OR RIGHT-OF-WAY UNLESS SPECIFICALLY STATED IN THE PLANS OR APPROVED IN WRITING PRIOR TO STOCKPILING. B. CONTRACTOR SHALL PROTECT EXISTING OVERHEAD AND UNDERGROUND UTILITIES. ANY DAMAGE TO SUCH SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 9, THE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATIONS. IF THE CONTRACTOR DETERMINES THAT FIELD CONDITIONS DIFFER, HE SHALL IMMEDIATELY CONTACT THE ENGINEER. 10. ALL TREE STUMPS SHALL BE REMOVED COMPLETELY. 11, REMOVE AND DISPOSE OF ALL PLANT MATERIAL IN PROJECT AREA INCLUDING SHRUBS, AND GROUND COVER, EXCEPT THOSE DESIGNATED TO REMAIN. 12, ALL VOIDS REMAINING AFTER THE REMOVAL OF MANHOLES, INLET STRUCTURES, AND TREE STUMPS SHALL BE FILLED AND RECOMPACTED AS PER SPECIFICATIONS. 13. ALL AREAS WHERE NEW PAVEMENT JOINS EXISTING SHALL BE SAW CUT TO PROVIDE A UNIFORM EDGE. 14. 15. PRIOR TO ANY EXCAVATION ANDIOR DEMOLITION AT ME SITE. CONTRACTOR SHILL EXAMINE ANY APKICABLE DRAWINGS AVAILABLE FROM ME OWNER ANGOR THE ENGINEER, AND CONSULT WITH THE OWNER'S PERSONNEL AND UTILITY COMPANIES REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. IOWAME CALL SHALL BE CONTACTED NO LESS THAN 48 HOURS PRIGS TO START OF CONSTRUCTION FOR UTILITY LOCATIONS AT PHONE NUMBER 18 0 0.2 82-089 0. THE CONTRACTOR SHALL COORDINATE WITH ALL PUBLIC UTIUTIES FOR DISCONNECTION AND REMOVAL OF THEIR FACILITES SERVING STRUCTURE BEING DEMOLISHED. 18. CONTRACTORS TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISH GRADES IF NECESSARY. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO FIRE HYDRANTS, MANHOLE RIMS. INLETS, WATER VALVES AND LIGHT RASES. CONTRACTOR SHALL ADJUST TO GRACE ALL WATER AND GAS VALVES AND SEWER OR STORM SEWER MANHOLES. CONTRACTOR SHALL KEEP ALL SUCH VARVES AND MANHOLES FREE OF DEBRIS AND OPERABLE AT ALL TIMES DURING CONSTRUCTION. 17, FIELOVERIFYEXISTINGGRAO MDLOCATIONSOFEXISTNO UTILITIES, CONDUIT, LINES. POLES, TREES. PAVING. BUILDING AND OTHER SITE STRUCTURES PRIOR TO DEMOLITION OR CONSTRUCTION AND IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES, 10. PRIOR TO REMOVING ANY PLANT MATERIAL NOT INDICATED TO BE PROTECTED OR REMOVED CONTACT THE ENGINEER 19. PROTECT ALL LEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED. NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 20. REPORT TO OWNERS REPRESENTATIVE ANY DAMAGE TO EXISTING UTILITIES PRIOR TO REPAIR. 21, ALL WORK SHALL BE IN ACCORDANCE WITH OSTM CODES AND STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 22. UNDERGROUND VAULTS HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION AND. THEREFORE, THEIR LOCATIONS SHALL BE CONSIDERED APPROXIMATE ONLY. THE VERIFICATION OF THE LOCATION OF ALL UNDERGROUND VAULTS. EITHER SHOWN OR NOT SHOWN ON THE PLANS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS WORK SHALL BE COMPLETED PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION OF THE UNDERGROUND VAULTS DURING ALL PUSSES OF WORK, 23, COORDINATE ALL DEMOLITION ACTIVITIES WITH OWNER BEFORE COMMENCING ANY DEMOLITION WORK 24, THE CONTRACTOR SHALL CONTACT ALL UTILITIES AND ARRANGE FOR THEIR LOCATION OF FACILITIES BEFORE BEGINNING DEMOLITION. 25. ADJACENT STREETS ARE TO BE MAINTAINED CLEAN AS PER CITY OF IOWA CITY REQUIREMENTS. 28. IT IS POSSIBLE THERE MAY BE OTHER UTILITIES THAN WHAT IS SHOWN THE EXISTENCE OF WHICH ARE PRESENTLY NOT KNOWN OR SHOWN. T IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION TO AVOID DAMAGE THERETO. 27. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISCONNECTION OF UTUTIES IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO DEMOLITION. 20. CONTRACTOR WILL EXPOSE All UTILITIES PRIOR TO INSTALLATION AND LAYING OF STORM PIPE OR OTHER CONFLICTING CONSTRUCTION. IF NECESSARY, THE SURVEYOR SHALL M CONTACTED TO OBTAIN ELEVATIONS FOR REVIEW PRIOR TO CONTINUATION OF WORK 29. THE CONTACTOR SHALL EXERCISE CAUTION WHEN WORKING IN THE VICINITY OF GAS LINES OR OTHER COMBUSTIBLE OR TOXIC MATERIALS. GAS LINE AND METER LOCATIONS SHOWN ON THE PLANS REPRESENT ME BEST INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATIONS. W. CONTRACTOR TO MAKE CONCRETE SAW-CUTS.PAVER AND LIMESTONE CUTS WITH A WET SAW TO MINIMIZE MST. GENERALNOTES 1. DEMOLITION AND CONSTRUCTION METHODS AN i T BE USED SHALL ACHIEVE LOW PROJECT VIBRAT ESA ,A MAXIMUM OF 02 INCH PER SECOND PPV (PEAK RTICE VELOCITY WHEN WORKING WITHIN ME CONS UCTI 2. IF DAMAGE OCCURS TO ANY PROPERTIES WITHIN THE STUDY AREA DURING CONSTRUCTION, NOTIFY ENGINEER AND PROPERTY OWNER. 3. UNLESS OTHERWISE � ORAN(WEEKLYCONSTRUCTIONMQ ENSQqHhl Pm THE PROJECT FIELD OFFICE. DURING THE DURATION �OFFFTHE NCU DOT. ING UIS INBCONUDRAECTORS CING THE ITY STAFF. ,T TIT` I i (` COMPANIES. WE CONTRACTORSHALLPR P R[�AAA U 'LER DISTRIBUTE WRITTEN MINUTES OF EACH �.R\ r17 }� 4. THE CONTRACTOR SHALL BERESPONSIBL L�RM�?AINA�CE� IU TO INDIVIDUAL PROPERTIES AT ALL TIMES DURING CONSTRUCTION. SEE PEDESTRIAN ACCESS AND ADA COMPLIANCE NOTES ON THIS SHEET. 5, PROTECT ALL BUILDINGS, STRUCTURES, DRIVES, SIDEWALKS. STREETS, POLES, FENCES, SHRUBS, TREES, SIGNS, UTILITY BOXES, ETC. THAT ARE NOT DESIGNATED FOR REMOVAL. ANY DAMAGE CAUSED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. B. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, WARNING SIGNS, LIGHTS AND FLAGMEN AS PER THE 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS'. T. T IS THE INTENT OF THIS CONTACT TMT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED AND COMPLETE PRODUCT. THEREFORE, CONTRACTOR SHALL PATCH, REPAIR AND ADJUST AS REWIRED TO ACHIEVE THIS FINISHED PRODUCT. CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING WORK AFFECTED OR DAMAGED BY DEMOLITION TO MATCH NEW CONSTRUCTION. B. ALL REINFORCING STEEL DOWELS AND TIE BARS USED IN THE PAVING AREAS SHALL BE EPDXY COATED. P. THE CONTRACTOR IS RESPONSIBLE TO ARRANGE FOR PARKING AND STAGING AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. 10. BUSINESS HOURS CAN BE FOUND AT DOWNTOWNICWACITY.COM 11. ANY AND ALL WATER VALVE ADJUSTMENTS NOT ASSOCIATED WITH NEW WATER MAIN CONSTRUCTION IS INCIDENTAL TO PAVER WORK, WORK REQUIRED TO MAKE ADJUSTMENTS SIMLL BE IN ACCORDANCE WITH SUMS. PEDESTRIAN ACCESS AND COMPLIANCE 1. THE CONTRACTOR MAY EMPLOY ACCESS TO BUILDING BY SAWCUTTING AND REMOVING PORTIONS Of THE EXISTING WALKWAYS OR THROUGH TEMPORARY WOOD WALKWAYS THROUGH THE CONSTRUCTION AREAS. ALL TEMPORARY ACCESS ROUTES SHALL CONFORM TO CURRENT ADA GUIDELINES, 2. THE CONTRACTOR SHALL PROVIDE AN S' WIDE PEDESTRIAN ZONE TO ALL BUILDING ENTRANCES DURING CONSTRUCTION. 3. CONTRACTOR SHALL SUBMIT A PLAN TO MAINTAIN ACCESS TO ALL BUILDINGS TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 4. COMMUNICATION WITH BUSINESS OWNERS WILL BE A NECESSITY DURING THE CONSTRUCTION PROCESS, CONTRACTOR TO PROVIDE A MINIMUM OF 1 WEEK NOTICE TO BUSINESS OWNERS AND A FOLLOW UP 48 HOUR CALL TO COORDINATE SCHEDULE PRIOR TO WORKING AT THEIR LOCATION. 5. 6 FOOT TALL CHAIN LINK FENCING SHALL BE USED TO SECURE INTERIOR WORK AREAS ON EACH BLOCK AND TO DELINEATE ME B FOOT WIDE PEDESTRIAN WALKWAY. FOR SHORTER TERM SIDEWALK CLOSURES ORANGE SAFETY FENCING SHALL BE USED TO CLOSE SIDEWALKS AND TO DELINEATE CONSTRUCTION AREAS4ITILITY EXCAVATIONS. REMOVAL AND REPLACEMENT. 6. IT IS ESSENTIAL TWIT THE INSPECTOR IS WITH ME CONTRACTOR DURING THE ADA POUR AND PLACEMENT TO ENSURE COMPLIANCE. ITEMS TO NOTE ARE: INSTALL DETECTABLE WARNINGS FOR FULL WIDTH OF CURB NAME, EXCLUDING CURBS AND FLARES. ME FURTHEST POINT OF ME DETECTABLE WARNING PAD CANNOT BE MORE THAN 5 FEET FROM THE EDGE OF ME CURB. ME TRUNCATED DOMES SHOULD BE ALIGNED IN THE DIRECTION OF THE PEDESTRIAN TRAVEL. ENSURE SLOPES AND CROSS SLOPES COMPLY WITH ME IOWA DOT DESIGN MANUAL 12A-2. SPECIAL NEEDS 1. DISPOSE OF ALL WOOD MATERIAL GENERATED AS A RESULT OF CLEARING MOMS GRUBBING ACCORDING TO ME IOWA DEPARTMENT OF AGRICULTURE AND LAND STEWARDSHIPS EMERALD ASH BORER (EAB) OUARNNTINE ORDER. FOR MORE INFORMATION REFER TO H PlM.IOWATREEPESTS.CONVEAB_REGULATIONS.HTML. ABBREVIATION / SYMBOL KEY PA PLANTINGAREA EJ EXPANSIONMINT CJ CONTROLMINT TOE TOP OF FOOTING TOP TOP OF PIER TOS TOP OF SLAB TW TOP OF WALL FG FINISH GRADE O.C. ON CENTER WE TYPIOAL CIP CAST IN PLACE DIP DUCTILE IRON PIPE ID INSIDE DIAMETER 00 OUTSIDE DIAMETER PCL PORTLAND CEMENT CONCRETE 3 VERIFY MEASUREMENT IN FIELD L CENTERLINE 0 DIAMETER genus [ landscape architects ] 325 EAST 5^I STREET DES MOINES.IA 503M T 515 284 1010 WWW.GE14USi .COM I: 1 A ARCHITECT NEUMANN MONSON MCHNECTS 11221 EAST COLLEGE STREET, STE. 303 's ICMA CITY, N 52240 P 319.3307675 CIVIL BENNEER SHOEMAI(ERAWILAND 160 HOLIDAY ROAD CORALVILLE, AEMI P 319.351.7150 ELECTRICAL 6 TRAFFIC SIGWRATNON ERF CONSULTING ONE CARLSON PARKWAY NORTH, STEIN MINNEAPOLIS, AN 55447-040.7 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY,IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS, AN 55414 P 612.3395958 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, IA re.`u 01 OMMKH7 M% DO 02 0&902017 100%DD US 1W1820T7 50%CD 04 12120'2017 100%CD 05 oVQSQI18 BID SET BD AC y� CCIEHIPNISS GENERAL PROJECT NOTES 16031 ESTIMATED PROJECT QUANTITIES W W W.GENUSiA.COM PHASE PHASE TOTPL ITEM NO. ITEM DESCRIPTION UNIT EUIMATED A$aUILT ESTIMATED AE-BUILT SITE CLEARING 8 DEMOLI170N, SURVEYINGANO EARTHWORK 1 MOBILIZATION LS 0.5 0.5 0.5 1 1 2 CONSTRUCTION SURVEY LS 0.5 0.5 0.5 1 1 3 CONSTRUCTION TRAILER I FIELD OFFICE LS 0.5 0 0.5 ML 48 /Q I L t 1 4 FILTER SOCKS LF TBS 0 390 i 1.175 5 TEMPORARY FENCING, CHAIN LINK T2 IN. HEIGHT LE 1,838 0 1,332 1 L208 6 PENCE. TREE PROTECTION, CHWNIINK PANELS LF 192 0 S28 1 720 7 FENCE, TREE PROTECTION, HIGH DENSITY POLYETHYLENE FENCING LF 490 12 455 63 953 8 TREE TRUNK WRAP EA 1B 0 24 45 42 9 REMOVAL OF PCC PAVEMENT BY 542 0 640 8 1,402 10 REMOVALOFTRAFFICSIGNAUMTION LS 0 12 1 24 1 11 TEMPORARY SURFACING LS 0.5 D 0.6 7 1 12 REMOVALS PER PLAN LS 0.5 0 0.5 46 1 13 REMOVAL OF PCC STAIR AND FOUNDATION SF SIG 194 0 204 510 14 REMOVAL OF PCC PERRON LF 189 0 0 1 183 15 REMOVAL OF UNIT PAVERS BY 4,400 0 3,860 1 Bm 16 REMOVAL OF LIMESTONE PLANTER WALL EA 415 0.5 182 1 GOT 17 REMOVAL OF PUBLIC ARTWORK AND FOOTING [ DOROTHY AND TREASURE ISLAND] FA 2 0 2 18 REMOVE AND REINSTALL PUBLIC ARTWORK AND FOOTING [SOLAR MARKER. BALANCE IN PLACE, JAZZ AND TES THAT BIND I EA 2 2 4 19 REMOVALOFEXISTINGTREEANDSTJMP EA 25 20 AS 20 REMOVAL OF SHRUB AND GRWNDCOVER PVJIRNGS SF SIN 21369 SIBS 21 WATERMNNABANDONMENT LS I 0 1 23 NSTALLDRINKINGFWNTAIN LS 0 1 1 23 ADJUST MISTING FIRE HYDRANT EA 0 3 3 24 REMOVEFIREHYDRANTASSEMBLIES EA 3 0 3 25 REMOVE SANITARY SERVICE LINE LF 0 10 10 26 REMOVAL OF EXISTING 121N. X 361N. INTAKE EA 4 2 B W REMOVAL OF METING SMALL AREA DRAINS EA 4 0 4 20 REMOVAL OF EXISTING TRENCH DRAINS LF In 0 122 20 REMOVE LIBRARY SIGN AND FOOTING, SALVAGE AND REINSTALL SIGN EA 0 1 1 30 REMOVE PARKING METER WITH ADA SIGN AND STOP SIGN AT LINN ST. AND REINSTALL EA 0 2 2 31 RlBMDVE ELECTRICAL OURET EA 44 29 S7 32 REMOVE DAMMGED LIMESTONE ART WALL AT WEATHER DANCE FOUNTAIN LF 20 0 20 33 EXCAVATION. CLUBS 10 UNSUITABLE CY 300 200 500 34 TREE GATOR BAGS AT EASTING TREES EA 18 X 42 ESTIMATED PROJECT QUANTITIES W W W.GENUSiA.COM PHASE 1 PHASE 2 TOTAL REM NO. ITEM DESCRIPTION UNIT ESTIMATED AS -BUILT ESTIMATED AS -BUILT 35 TRAFFIC CONTROL LS 0.5 0.5 1 36 SWPPP MANAGEMENT AND RECORD KEEPING LS 0.5 0.5 1 37 REMOVE DAMAGED GRANITE PAVER AT WEATHER DANCE FOUNTAIN SF 45 0 ML 48 /Q I L t 38 REMOVE ANO REINSTALLANEMDMETER LS 1 0 i 39 CLEANOUT REMOVAL[ STORM I EA 1 0 1 40 REMOVE MANHOLE EA 1 0 1 41 REMOVE STORM PIPE, 121N. RCP LF 51 12 63 42 REMOVE STORM PIPE, 151N. RCP LF 45 0 45 43 REMOVE STORM PIPE, 241N. RCP LF 8 0 8 44 REMOVAL OF WATER MAIN, 121N. LF 12 12 24 45 REMOVAL OF WATER MAIN, 101N. LF T D 7 46 REMOVAL OF WATER MAIN, 81N. LF 46 0 46 47 REMOVAL OF WATER MAIN, 61N, LF 10 194 204 48 VALVE REMOVAL, 10 IN. GATE EA 1 0 1 49 VALVE REMOVAL, 8 IN. DATE EA 1 0 1 ED REMOVE WATER APPURTENANCES I MISCELLANEOUS I LS 0.5 0.5 1 UTILITIES 51 WATER [MIN. TRENCHED, DIP, 121N. LF 348 12 360 52 WATER MIN, TRENCHED, DIP, B IN. LF 0 185 1% 53 FITTINGS BY WEIGHT, DI LS 1,490 715 2205 54 VALVE. GATE, DIP, B IN. EA 0 1 1 55 VALVE, GATE, DIP, 121N. EA 3 2 5 56 FIREHYDRANTASSEMBLIES EA 3 0 3 57 WATER BERVICE, B IN. EA 4 0 4 SB WATER SERVICE, B IN. EA 1 0 1 59 WATER SERVICE, 41N. EA 3 0 3 M WATER SERVICE, 2 IN. TYPE K COPPER EA 2 0 2 01 WATER SERVICE, 1.51N. TYPE K COPPER EA 2 0 2 62 WATER SERVICE, I IN, TYPE K COPPER EA 0 1 1 53 TELECOM VAULTS,40 IN. X48 IN. X 511N. EA 4 4 8 64 TELECOM HANDHOLES 301N. X AS IN. X 361N. EA 0 3 3 85 HDPE CARRIER DUCT. 2IN.. INCLUDING PULL TAPE AND TRACER WIRE [TRENCHED] I -F 2.180 1.034 3.814 CARRIER DUCT, 1251N.. INCLUDING PILL TAPE AND TRACER WIRE [ TRENCHED I LE 80 18 08 67 qW B IN. PAVING SUBDRAIN I CLINTON STREET I LF 0 R2 122 4HOPE N. DRAIN TLE LF 1,6% 891 x,587 genus [ landscape architects 325 EAST 5- STREET DES MOINES, W 50309 FILEbT 515 284 1010 EMIL ENGINEER SHOEMAKER S H^NAND 160 HOLIDAY ROAD CORALVILLE, A 52241 P319.3517150 SRF CONSULTING ONE CARLSON PARKWAY NORTH STE. 150 MINNEAPOLIS, MN 554474 P 767.475.0010 STRUMUML ENGINEER RAKER RHODES ENGINEERING 123 E. WASHINGTON STREET, SAE. B IOWA CITY, IA 52240 P319.333.78% UGHTINGOESIGN SCHULER SHOOK 219 MAIN STREET SE, SM 20D MINNEAPOMG, AN 55414 P 612.339.5958 IOWA CRY, A FmMmw Ot 0428Q011 709: DO 02 0&302011 100%w 03 IWIWD17 50% CD 04 12Y202017 100%CD p5 0112 18 BIO SET BID .e.,.. AC �w CCIEHIPNISS ESTIMATED PROJECT QUANTITIES 16030 0003 W W W.GENUSiA.COM FEB 16 PH 1=44 ARCHITECT CICITY NEUMANN MONSON ARCHITECTS CLEC CITL ! 221EASTCALLEGESTREET,STE.303 ;IQWA CRY, A522M _ .:'P410i II.P EMIL ENGINEER SHOEMAKER S H^NAND 160 HOLIDAY ROAD CORALVILLE, A 52241 P319.3517150 SRF CONSULTING ONE CARLSON PARKWAY NORTH STE. 150 MINNEAPOLIS, MN 554474 P 767.475.0010 STRUMUML ENGINEER RAKER RHODES ENGINEERING 123 E. WASHINGTON STREET, SAE. B IOWA CITY, IA 52240 P319.333.78% UGHTINGOESIGN SCHULER SHOOK 219 MAIN STREET SE, SM 20D MINNEAPOMG, AN 55414 P 612.339.5958 IOWA CRY, A FmMmw Ot 0428Q011 709: DO 02 0&302011 100%w 03 IWIWD17 50% CD 04 12Y202017 100%CD p5 0112 18 BIO SET BID .e.,.. AC �w CCIEHIPNISS ESTIMATED PROJECT QUANTITIES 16030 0003 ESTIMATED PROJECT QUANTITIES LTJ PHASEI PHASE2 LED 16 PH I: I CLERK tTY.10 ESTIMATED PROJECT QUANTITIES nEM DESCRIPTION UNIT PHASE 1 PHASE 2 TOTM ASSUILT 102 TYPE SOI SEATING AREA POLE ITEM NO, ITEM DESCRIPTION UNIT ESTIMATED AS-BUILT ESTXNTED ASSUIIT TYPE SP PERFORMANCEAREA FRONT FA 4 0 4 104 TYPE Sp FOUNTAIN TOP DGHT 6B 41N. DRAIN TILE OURETSIMOSTRUCTURES E4 11 9 105 23 EA • a :,CIT PAVING MIO HPROSCAPE � 100 TO CHANGE OUT EXISTING MANMOIE FRAMES AND LIDS EA U 0 3 1 . 3 COLUMN FOUNDATIONS[BHMP STAGE CANOPY] LS 1 0 1 100 71 STORM SEWER MANHOLEADJUSTMENT EA 0 115 1 J2B 1 PAVEMENT TYPE A,BIN. PCC SIOEWAI%AVDPEDESTROW RAMPS BY B w 5l5 110 M 25IN. X25IN. AREA INTAKE INSTALLATION EA 0 582 1 822 15 PAVEMENT TYPE C,BCM PAVER WITH SANG SETTING BED BY 4.540 2,940 7,400 112 73 18IN. %i81N. AREA INTAKE INSTALLATION FA 2 2,940 0 ;48D 2 PAVEMENT TYPE D,BCM PAVER WITH ASPHALT SETTING BED AND M44TIC ib BIN. CLEANOUT[SANRARYSIAMESE] FA 0 1 11• 1 BY 0 TO ToCROSOWAL148 11fi MODIFIED SUBBASE 79 121N.D0. RW STORM SEVER LF Tlfi 110 110 390 6w iT' 0 1] 11T PAVEMENTTYPE F,BCM PAVER WITH ASPHALT SETTING OED AT EXISTING VAULT TB 151N. DIA RCP STORM SEWER LF BO 19 11B Be SF 62 0 42 119 PAVER EDGE RESTRAINT AT PLANTINGAREA 10.251N. %31N. X I IN. GpLVANV£D 8TEELMIGlE1 IT 241N. DIA RICE STORM SEWER LF B 0 120 0 SV BB 0 00 121 PCC STEP TO STANDARD 40IN. DIAMETER STORM MANHOLE EA 5 4 9 LF o To Ta 123 TRENCH GRAIN AT WEATHER DANCE FOUMAIN T9 MTAKE TOP AND THROAT REMOVAL AND REPLACEMENT EA 0 1 126 1 EA 40B 1ST 518 125 PCG BAND AT 3TPGE�PCC SAND AT UNIT PAVEI43�FWSEO PCC BAND AT STAGE � PCC EDGE AT SHARE PATIO 80 ALLEY INTAKE TOP REMOVAL AND REPLACEMENT LS 1 - 0 128 1 EA 3 0 3 12T PCC STAIR HANDRAIL 81 SANITARY SEWER SERVICE LINE EA 0 1 12B 1 SF 158 39 1B5 129 CUTTING OF EXISTING LIMESTONE PLWTER WALL PIECES 82 TRENCH FOUNDATION MATERIAL TON30 32 25 130 55 EA 353 R 425 131 BLACK HAWK MINI PARK STORY WALL 83 ELECTRICALCIRCUITLF 5.8R 3.388 132 9,037 FA 0 1 1 133 PETAREA N HANDNOLE JUNCTION BOX FA 8 0 4 6 12 TYPE SO SEATING AREA POLE FA 1 BS 0 95 1 GT4At4RE PAVER INLAY AT WEATHER OANCEFWMAIN NCONTROL CABINET FA 3 1 4 00 0.75 IN. ELECTRICAL DUCT LF 1,892 825 2,517 BT 1.5 IN. ELECTRICM DUCT LF 600 2.450 3.050 BB 31N. ELECTRICM DUCT LF 105 2B0 398 B9 PEDOC POWER PEDESTMAND FOOTING. mAMP IN VOLT EA 39 21 55 90 PEDOC POWER PEDESTAL AND FODTINO, 30 AMP 2W VOLT EA 2 0 2 91 STAGE SUPPORT: WATERPROOFINGMDE BOXES AND 12IN, CABLE SLEEVE LS 1 0 1 TRAFFIC SIGNMIZATION 92 TRAFFIC 9IGNALIZATgN LS 0 1 1 LIGHTING 93 TYPE 843T'-t0'POLE WITH RpADWAY FU(TUREAND BANNER ARMS FA 0 1 1 91 TYPE SART-10"POLE WITH ROADWAY FLYTURE AND BANNER ARMS EA 0 1 1 95 TYPE SA225'POLE WITH ROADWAY FUfTURESAND BANNERS ARMS EA 0 2 2 N ttFE SD WALLUPTIGHT EA T 0 > W TYPE 3F PEDESTRIAN MALL POLE EA 29 20 49 Be TYPE $01 SURFACE TREE UPDGHT FA 18 4 211 9B TYPE SJ STORY WALL UPLIGHT FA 9 5 14 100 TYPE ESTIMATED PROJECT QUANTITIES LTJ PHASEI PHASE2 TOTAL ITEM NO. nEM DESCRIPTION UNIT ESTIMATED A56UILT ESTIMATED ASSUILT 102 TYPE SOI SEATING AREA POLE EA 1 0 1 103 TYPE SP PERFORMANCEAREA FRONT FA 4 0 4 104 TYPE Sp FOUNTAIN TOP DGHT EA 9 0 4 105 ttPE SR SCULPNRE UPLIGHT EA • a :,CIT PAVING MIO HPROSCAPE � 100 COLUMN FOUNDATIONS [PERMMIENT STAGE CANOPYI LS 1 0 1 . tOT COLUMN FOUNDATIONS[BHMP STAGE CANOPY] LS 1 0 1 100 LIMESTONE PLANTER WDLL FOUNDATION CY 210 115 J2B 10B PAVEMENT TYPE A,BIN. PCC SIOEWAI%AVDPEDESTROW RAMPS BY B w 5l5 110 PAVEMENT TYPE B,9IN. PCC CLINTON STREET PAVING AND CUM TYPE RAND CURB TYPE B SV 40 582 822 111 PAVEMENT TYPE C,BCM PAVER WITH SANG SETTING BED BY 4.540 2,940 7,400 112 PAVEMENT TYPE C,BIN. PCC SUBSLAB BY 4,510 2,940 ;48D 113 PAVEMENT TYPE D,BCM PAVER WITH ASPHALT SETTING BED AND M44TIC BY 0 TO TO 11• PAVEMENT TYPE D,BIN. PCC SUBSIAB AT CLINTON STREET BY 0 TO ToCROSOWAL148 11fi MODIFIED SUBBASE Cy 2,OT2 1.743 3,815 110 PAVEMENT TYPE E,SCM PAVER LEVELING SAND AT E%ISTING TOPPING SLAB 6w iT' 0 1] 11T PAVEMENTTYPE F,BCM PAVER WITH ASPHALT SETTING OED AT EXISTING VAULT BY % 0 30 11B PAVEMENT TYPE G. GRANITE PAVER AND GROUT SETTING BED SF 62 0 42 119 PAVER EDGE RESTRAINT AT PLANTINGAREA 10.251N. %31N. X I IN. GpLVANV£D 8TEELMIGlE1 LF 152 BBB B20 120 PAVEMENT TYPE B.BIN.INTEORAL COLORED PCC AT WEg1HER DANCE FOUNTAIN SV BB 0 00 121 PCC STEP LF ro 0 TO1az vcc cuRO nrEc LF o To Ta 123 TRENCH GRAIN AT WEATHER DANCE FOUMAIN LF IN 0 t00 126 INSTALLATION OF SALVAGED LIMESTONE PLANTER WALL EA 40B 1ST 518 125 PCG BAND AT 3TPGE�PCC SAND AT UNIT PAVEI43�FWSEO PCC BAND AT STAGE � PCC EDGE AT SHARE PATIO BY 10 0 - 10 128 PCC STAIR EA 3 0 3 12T PCC STAIR HANDRAIL LF 44 0 44 12B GRANITE STEPS AND GRANITE PLATFORM SF 158 39 1B5 129 CUTTING OF EXISTING LIMESTONE PLWTER WALL PIECES EA 120 32 153 130 LIMESTONE PLANTER WDLL. NEW LIMESTONE EA 353 R 425 131 BLACK HAWK MINI PARK STORY WALL EA 1 0 1 132 CDMON STREET STORY WALL FA 0 1 1 133 PETAREA SL INTEGRALFWMAIN LIGHTING FA 8 Is 0 TS 6 101 TYPE SO SEATING AREA POLE FA 1 BS 0 95 1 ESTIMATED PROJECT QUANTITIES LTJ PHASEI PHASE2 TOTAL ITEM NO. nEM DESCRIPTION UNIT ESTIMATED A56UILT ESTIMATED ASSUILT 102 TYPE SOI SEATING AREA POLE EA 1 0 1 103 TYPE SP PERFORMANCEAREA FRONT FA 4 0 4 104 TYPE Sp FOUNTAIN TOP DGHT EA 9 0 4 105 ttPE SR SCULPNRE UPLIGHT EA • a :,CIT PAVING MIO HPROSCAPE � 100 COLUMN FOUNDATIONS [PERMMIENT STAGE CANOPYI LS 1 0 1 . tOT COLUMN FOUNDATIONS[BHMP STAGE CANOPY] LS 1 0 1 100 LIMESTONE PLANTER WDLL FOUNDATION CY 210 115 J2B 10B PAVEMENT TYPE A,BIN. PCC SIOEWAI%AVDPEDESTROW RAMPS BY B w 5l5 110 PAVEMENT TYPE B,9IN. PCC CLINTON STREET PAVING AND CUM TYPE RAND CURB TYPE B SV 40 582 822 111 PAVEMENT TYPE C,BCM PAVER WITH SANG SETTING BED BY 4.540 2,940 7,400 112 PAVEMENT TYPE C,BIN. PCC SUBSLAB BY 4,510 2,940 ;48D 113 PAVEMENT TYPE D,BCM PAVER WITH ASPHALT SETTING BED AND M44TIC BY 0 TO TO 11• PAVEMENT TYPE D,BIN. PCC SUBSIAB AT CLINTON STREET BY 0 TO ToCROSOWAL148 11fi MODIFIED SUBBASE Cy 2,OT2 1.743 3,815 110 PAVEMENT TYPE E,SCM PAVER LEVELING SAND AT E%ISTING TOPPING SLAB 6w iT' 0 1] 11T PAVEMENTTYPE F,BCM PAVER WITH ASPHALT SETTING OED AT EXISTING VAULT BY % 0 30 11B PAVEMENT TYPE G. GRANITE PAVER AND GROUT SETTING BED SF 62 0 42 119 PAVER EDGE RESTRAINT AT PLANTINGAREA 10.251N. %31N. X I IN. GpLVANV£D 8TEELMIGlE1 LF 152 BBB B20 120 PAVEMENT TYPE B.BIN.INTEORAL COLORED PCC AT WEg1HER DANCE FOUNTAIN SV BB 0 00 121 PCC STEP LF ro 0 TO1az vcc cuRO nrEc LF o To Ta 123 TRENCH GRAIN AT WEATHER DANCE FOUMAIN LF IN 0 t00 126 INSTALLATION OF SALVAGED LIMESTONE PLANTER WALL EA 40B 1ST 518 125 PCG BAND AT 3TPGE�PCC SAND AT UNIT PAVEI43�FWSEO PCC BAND AT STAGE � PCC EDGE AT SHARE PATIO BY 10 0 - 10 128 PCC STAIR EA 3 0 3 12T PCC STAIR HANDRAIL LF 44 0 44 12B GRANITE STEPS AND GRANITE PLATFORM SF 158 39 1B5 129 CUTTING OF EXISTING LIMESTONE PLWTER WALL PIECES EA 120 32 153 130 LIMESTONE PLANTER WDLL. NEW LIMESTONE EA 353 R 425 131 BLACK HAWK MINI PARK STORY WALL EA 1 0 1 132 CDMON STREET STORY WALL FA 0 1 1 133 PETAREA SF 0 Is TS 134 DETECTABLE WARNING PLATES. CAST IRON SF 0 BS 95 135 GT4At4RE PAVER INLAY AT WEATHER OANCEFWMAIN 8F 9 0 9 genus [landscape aTchiteds ] 325 EAST STM STREET DFS MOINES, IA 50309 T 515 284 1010 WWW.GENUS4A.COM ARCHITECT NEUM4NN MONSON ARCHITECTS 721 EAST COLLEGE STPEET, S7E.303 IOWACf1Y, W 52240 P 3I9.3367818 CIVIL ENGINEER SHOEMAKER 8 H441AND 1E0 HOLIDAY ROAD CORALVILLE, 1457241 P 319351.7150 ELECTRICAL d TRAFFIC SIGNALQADON SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE.750 MINNEAPOLIS, MN 55447d443 P78T.475.0070 STRUCTURAL ENGINEER RN(ER RINIOFS ENGINEERING 172 E. WASHINGTON S77tELT STE. B IOWA CITY, IA 52240 P 319.3331850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, S7E.7W MINNEAPOLIS, MN 55774 P 612339.5958 PEDESTRIAN M4LLIMPROVEMENTS IOWACIIY, IA wr LTJ 01 oarzerMn To%oo 02 0813012017 1000,DD 03 10182011 50%CD 04 1T2M01T I00% CD os 012M20+e BID SET OD .uv AC -� CCIEH/PNISS ESTIMATED PROJECT QUANTITIES 16031 Lem 12 ESTIMATED REFERENCE INFORMATION 01 ITEM NO OE3CRIPDON 0830✓2011 100%DD 03 ESTIMATED REFERENCE INFORMATION a 23 REM NO DESCRIPTION REMOVE FlRE XYORgNT pSSEMBllE6 24 PAID PER EACH. INCLUpE3 REMOVALAND DISPOSAL OF HYDRNli ASSEMBLY FROM MTJN. REM INCLUDES BALKFILLMG IXCAVATION WITH GRANULAR BACKFILL SRE CLEARING 6 OEMOLrt10N, wRVEYINGANO EARTHWORK REMOVE $gXITggY SERVILE MXE MpaLManoN 25 PPID PER LINEPA FWT.ITEM INCLUDES BACKFILLING E%CAVATKlNWR11 GRANUW9 NCKFILL AND REMOVAL AND DISPOSAL OF &FOIL AND PIPE MATERIALS AND PLUGGING EXISTNG SERVICE AT MAIN WRH A WATER TIGHT MECHANICAL RUG WITH PCC BACKING. 1 PAYMENT FOR MOBILIMIK)N SHALL BE IN ALLORDMICE WITH SECTION 25330E THE AWA DDT STANDARD SPECIFICATIONS.INLWOESALL UP-FRWTCOSTS FOR THE CONTNCTOR TO BEGIN WORK. THIS MAYOR MAY NOT INCLUDE wME OF1HE FOLLOWING: TEMPoNRY POWER, PERMITTMG. PERMITTING FEES, UTILITY COOROIMTpN. ANO ALL OTHER ACTIVITES NECESSARY TO BEGIN THE PROJECT. REMOVAL OF IXMTNG 121X. %%IN.IXTAKE EB ILED PWD PER EACH. INCLUDE FRAME PNO GRATES AND PIPE AS NECESSARY. COMPLETE STRUCTURE TO BE DISPOSED OF. COST INCLUDES SAW CUTTING THE cox6lRuclwx wnvEr CONNECTED PIPE WHEREVER NECESSARY TO REMOVE THE STRUCTURE. REMOVAL OF EXISTING SMALL AREA GRAINS 2 THIS ITEM INCWOES ALL SURVEY WORK NECESSARY FOR THE CWSIRIKTION OF THE PRQIECT g5INTENDED BT THE CONTRACT pd.UMENTSgNp APPROVED REWSIONS IN ACCORDANCE WITH SECTION 25260E THE IOWA WTSTANDARD SPECIFIGTWS.AWITKINqL wRVEY WORK REQUIRED TO RESTAKE SURVEY PgNTS DMNRBED WRING CWSTRUCTIW WILL NOT BE PAID SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS REM. LONLNCTOR SHALL PROTECT SURVEY STAKES OR REPLACE A9 NEEDED WRH NO g001TONM COMPENSATIW. PAID PER EACH. ALL REMOVED MATERIALS SHALL BE PROPERLY DISPOSED OF OFFSITE.INCWDE$.UW CUTTING OF PIPE IF NECESSARY FOR PLACEMEN FUTURE INTAKE. ITEM INCLUDES BACKFIWNG IXCAVATH3N WITH GRANULAR BALNFILLMID REMOVALAND DMPoSAL OF SPoIL. 16 PM S CONBIRUOTIOX TRNLERI FlELD OFFICE Z6 PAID PER LINEAR FOOT. CONTRACTOR SHALL PROPERLY DISPOSE ME REMOVED MATERWLSOFFSITE.ITEM INCLUDES BACKFIWNGIXGVATION WITH I: SHALL MFITT THE REQUIREMENTS qS OUTLINED W SECTW 25200E THE KWIA WTSTANDARD SPECIFICATpN3. GRANULAR BACKFILL AND REMOVAL PND DISPOSAL OF SPOIL. REMOVE LIBRARY SIGN AND FOOTING, SALVAGE AND REINSTALL SKiM 4 FlLTER BOONS Y CLERK INA clrY. CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE FOR EACH. ME LIBRARY SIGN FOOTING IS CONSIDERED INCIDENTAL DRAINAGE TMT INdDEMgLTO FILTER SOCKS SHALL BE MEASURED qND PAIp PER LINEAR FOOT. rtEM SHALL INCLUDE ALL MATERVYS AND LABOR REWIRED TO PROVIDE, MAIMAIN,AND THI6 NEM PER DETAIL ]M1406. REMOVE FILTER SOCKS. FlLTER SOCKS SHALL BE CLEANED MPROP0.MlELY, MOVEDAND REUTILIZED ON THE SITE FOR PROTECTION OF NEW INTAKES AND INLETS SUBSEWENRY CONSTRUCTED ON THE PROTECT. MEET PROJECT.IpWA 00T, AND SECTION MMOOF THE SUDAS SPELIFICATIWSAS MODIFIED. REMOVE PARKING METER WITH ADA SIGN qND STOP BION AT 11NN ST. AND REINSTALL ion METER REMOVAL BY CITY. THE CONTRACTOR WILL BE PAID THECWTRAGT MIT PRICE FOR EACH. IEMPoRMY FENCING. C1WMi1MK T21N. XEWHT THIS WORN INCLUDES INSTAWnON OF TEMPoFWIY FENLINGAS NEEDED FOR CONSTRUCTW PXPSING. TME WNTNLTOR WILL BE PAIDTHE CONTRACT 31 REMOVE ELECTRICAL AND CAP CONDUIT BELOW GRADE S REMOVE DAMAGED LIMESTONE ART WALL AT WEATXER DANCE FOUNTAIN UNIT PRICE PER LINEAR FOOT THE SHALL BE CWSIDERED FULL LOMPENSATW FOR FURNISHINGgLL MATERIPL. EOUIPMENTAND LABOR FOR THE INSTALLIiION AND REMOVAL FOLLOWING CONSTRUCTION ACTIVITIES. REMOVE DAMAGED LIMESTONE ART WALL, PIECES t3G,13D, 3S0 AND 98P. SEE LIMESTONE WALL SCHEMES GO11-G013.THE CONTRACTOR WILLBEPAIDTHE CONTRACT UNIT PRICE PER LINEAR FOOT. DELWERPND STORE T0625 MLCOLLISTER LOT. FENCE, TREE PROTELTKNI ST THE CONTRACTOR WILL BE PAID THE LONTMCTUNrt PRICE PER LINEARFWT.FURNISH, IN3TgLL ANO MAINTAIN TREE PROTECnW FENCING A3INDICATED ON PlAN3. INCLUDES REMOVALAT PROJECT COMPIEnW. CHMN LINK PANEL FENCING, ANO HIGH DENSITY POLYETHYLENE FENCING PER PIANSMID DETAILS. 33 THIS NEM INCLUDES EXCAVATION AND DISPOSAL OF UNSUITABLE FILL MATERIAL. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. TREE TRUNK WRgP TREEOgTDR BAGS AT IXISTNGIitEE3 S4 B ME CONTNCTOR WILL BE PAID THE CONTRACL UNR PRICE PER EACHTREE TRUNK WRPP PER PUWSAND DETAILS. COtI'IRAGI UNIT PRICE FOR EACH. INCLUDED IN THIS PRICE IS THE FILLING W THE GATOR MISS 12 TIMES PER WEEK PENDING RAINFALL MID WEATHER REMOVALOF PCL PAVEMEIR TRAFFIC CONTROL REFER TO TPBUUITON ON SHEETGOtO.INCLU0E3 REMOVALAND DISPOSAL OF PCC OF VARIOUS THICKNESSES PER PLAN INCLUDING STREET WRB AND REFER TO D SHEETS. THE LUMP SUM PRICE FOR THIS REM WILL BE PAID BASED W PERCENT COMPLETE FOR FURNISHING, INSTALLING, MAINTAINING, MOVING, SS RELOCATING,gND REMOVING ALLTEMPoRARYTNFFICCONTROL DEVICES INCLUDING BARRICADES, SAFETY FENCING TEMPORARY ABU, COMPLIANCE, MUMS. LIGHTS, STANDARD SIGNS CHANNELING DEVICES. TEMPORARY BARRIER RAILS, SEQUENTIAL FlASXING ARROWS FLAGGERS. S CURER, STREET PAVEMENT, SIDEWALK PAVEMENTgNO CURB RAMPS, FCC PADS AT 6ENCHES AND CUTER RECEPTACLES, PLC PAVEMENTAT WEATHER DAYCE UNIFORMED OFFICERS, TEMPORARY PAVEMENT MARKINGS PND ORANGE SAFETY FENCEAT ROAD CLOSURES AND WOFLKAREAS.ITEMINCLUDES INSTAWTKMI OF TEMPORARY BUSINESS SIGNS TO BE SUPPLIED BY GIT'. FOUNTAIN AND STAGE, AND CHESS BOARD PAVEMEMAT LLBRARY. FULL DEPTH SAW CUTTING OF CONCRETE NECESSARY TO CREATE ACUBAN EWE BETWEEN SWPPP MANAGEMENT AND RECORD KEEPING SS PAID ASA LUMP SUM. FOR MANAGEMENT OF E0.0310NCWTROLACTNITIE$AND FACILITES INCLUDING RECORD KEEPING AS REQUIRED By ALL LEVELS OF IXISTING PND PROPOSED PAVEMEM3. THE CONIMCTdt WILL BE PAID THE COMNCT UNIT PRICE PER SQUARE YARD. GOVERNMENT REGULATIONS. PAYMENT SHALL BE FRONTED BASED W THE PERCENTAGE COMPLETION of THE LWTMCTAS A WHOLE. MAINTAIN ALL CONSTRUCTION ENTRANCES ANO CLEAN STREETSAS NECESSARY. REMOVALOF TNFFC SIGNALI2ATON REMOVE DAMAGED GRANITE PAVER AT WEATHER DANCE iWMTgIN THI6 WORK INGWDEB REMJVALB OF MpiERMLS OF THE EYJSnNG SIGNN SYSTEM ANp SLLVAGING OF MATERLLL.BAS REWIRED, THE DISPOSAL OF ME CONTRACTOR WILL BE PAID THE CONTRACT ULAN PRICE PER SQUARE FOOT. REMOV E AND REINSTALL ANEMOMETER 3B 10 NONSALVABLE MpTERYlLS. AND BACKFILLING. ALL IN ACCORDANCE WITH THE %ANS PND SPECLAL PROVISIWS. THIS REM SHALL BE PND FORgSA LUMP wM FEE. THE PRICE SHALL BE FULL COMPENSATION FOR ALL MATERNLS, LABORAND EWIPMEM, IOOLSAND MCIDEMALS NECESSARY TO COMPLLTE THE CLFAXWiREMOVAL(BTORMT � pNXKIXG FOUNTAIN 22 REMOVAL WORK. SPOIL. VALVES, AND PCC STAB. ITEM INCLUDES BACKFILLING IXCAVATIW WITH GRANULAR BACKFILL MIO REMOVMANO DISPOSAL OF SPoS. REMOVE MANXDLE AO PAID PER EACH. INCLUDES PROPER DISPOSAL OF THE MANHOLE STRUCNRE, BACKFILLING EXCAVATION WITH GRANULPR BACKFILL,AND REMOVAL AND TEMPORARY SURFACING 11 THE LUMP SUM PRICE FOR THIS ITEM INLWDE6 THE PlACEMEM,REMWAL, MAIMENAIIGEAND REPAIR OFTEMPoHA0.Y SURFACING. ACCEPTABLE IEMPoPAAY WALKWAY SURFACES INCLUDE 41X. TwCK PGC. BRIDGING. PLANKING OR OTHER PER D101. REMOVE STORK PIPE. 121X. RCP 41 PAID PER LINEAR FOOT. ALL SAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. ITEM INCLUDES BACKFILLING IXCAVATION WITH GRANULAR BACKFILL ANp REMOVAL MID DISPOSAL of SPOIL. REMOVALS PER PIAN THE LUMP bUM FOR THIS ITEM INCLUDES AIL LABOR, MATERIALgNO EWIPMENT aEOUIREp FOR REMOVALS PER CEMO SHEEiSANp LWNTPOLE TPBdAT10H5 SHEET G01O. REMWAL ITEMS INCLUDE SIDEWALK CAFE RAIL FOOTNGS, STREET LIGHTS AND PEDESTRIFN LIGHTS, STAIR MILS. BOLLARDS, POSTING PLLIARS. REMOVE STORY PIPE, 131X. RCP 12 � PAID PER LINFARFWT.ALLSAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL ITEM INCLUDES BALKFIWNG IXCAVATH)N WITH GRANULAR NCNFlLL ANO REMOVAL MID DISPOSAL OF SPoIL KS),SKS, PERGOLA, ANp TREE GMTE6 AND INCLUDES THE REMWAL OF FOOTINGSMID GRANULAR SUBBASE MATERIEL. REMOVE STORM PIPE, 21 M. RCP � REMOVALOF PLC 9TAIRAND FOUNDATION AND REMOVAL AND DISPOSAL OF SPOIL. REMOVAL 0 WATER MAIN. 121X. REMOVEMlO DISPOSE OFAREA6 OF PCC STAIRSMIOORANULARSUBBASE MATERfiLLAS SHOWN W THE CONTRACT DOCUMENTS. SAW CIITSAND HAULING a PND PER LINEAR FOOT. THIS ITEM INCLUDES ALL MATERWL6 AND IARORTO REMOVEAND DISPOSE OF EXISTING 121N.OWAETEII WATER MYNAS SHOWN ON 13 AND DISPoSALOF WASTEMATERIALS SHALL BE INCIpEMAL. REMOVgLOPE21nONS3MLLCWPoRM TO TMECWSTRIILTW PHASING NOTEOON TXE PLANS REMOVAL OF WATER MgIX, 101X. 45 PAID PER LINEAR FOOT. THIS ITEM INCLUDES ALL MATERIALS AND LABOR TO REMOVE MID DISPOSAL OF EXISTING 101X. DIAMETER WATER MAIN A33HOWNW ORAS OTHERWISE MPROVED OR DIRECTED BY THE CIN ENGINEER. ADDITH)NgL EFFORT REDUIRED FOR THIS PURPOSE IS CONSIDERED INCIDENTgL THE THE PLAINS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFILL MID REMOVAL MID DISPOSAL OF PIPE MAIERMLS AN0 SPOIL. REMOVgLOF WgTER MAIN, B IN. 4S GOMMLTOR W ILL BE PAID THE CONTRACT UNIT PRICE PER SDVARE FOOT. THE PUWS.ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFILLAND REMOVAL PND DISPOSAL OF PIPE MATERWLSMIO SPOIL. REMOVgL OF PCC PFlIRON 4T 14 REMOVE AND DISPOSE OF AREAS OF PCC PERRON PND GMNULAR SUBBPSE MATERML AS SHOWN ON THE CWIRACT DOCUMENTS. $AW CUi5AN0 HAULING MID DISPoSALOF WASTE APTERNLSSMLLBE INCIDENTAL. REMOVAL OPEMTIONS SHALL CONFORM TO THECWSTRIM:TW PNSING NOTED ON THE PLANS TME PLANS. REM IF. BACKFIWNG EXCAVATION WITH GRANULAR BACKFILL PND REMOVAL qN0 DISPOSAL OF PIPE MATERIALS MID SPOIL. OR p3 OTHERWISE APPROVED OR DIRECTED BT THE CITY ENGINEER. PDDITIOML EFFORT REOUIREp FOR TNI$ PURPoSE I$ LONSIOEREO INLIOENTAL. ME COMMCTOR WILL BE PAID THE CONTMCT UNIT PRICE PER LINEAR FOOT. REMOVAL pF UNIT PAVERS THIS REM INCLUDES REMOVgL OF UNR PAVERS. PAVERS WILL BECOME THE PROPERTY OF THE CRY OF IOWACITY. CONTRACTOR TO DEWER PAVERS TO CITY 1S LOT AT 625 MCCOLLISTER. THIS ITEM INCLUDES DISPOSAL OF ANY DAMAGED OR CUT PAVERS. THIS REM INCLUDES SUBSLIB REMOVAL, ALL THICKNESSES. BOTH PCCAND HMO. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. REMOVALOF MMESTONE PLANTER WALL REMOVE E%ISTNG LIMESTONE PLANTER WALL.ASSUME REMOVAL OF PIL E%ISTING LIMESTONE. SEE LIMESTONE WALL SCHWULE GOt1.GU13 FORINFORMAT1dJ REGARDING THE OI6POBAL AND SALVAGING OF LIMESTONE PLANTER WALL PIECES LIMESTONE 0.EANING PER SPECIFIWTION 0601005TONE CLEANING IS CONBIDEREO INCIDENTAL THE CONTRACTOR W ILL BE PAID THE CONTMCi UNIT PRICE PER EACH. DECKER AND STORE T0625 MCCOLLIBTER LOT. 1S REMOVAL OF PUBLIC ARTWORK AND FOOTING [ DOROTHY pH0 TR(ASURE ISIANO T 1i REMOVE AND MOVE TO CIN 6TORAGE FACILITY AT 625 MCCOLLISTER FOR BTOMGE DURING LONBTRUGTION. CONTRACTOR WILL BE PAID THE GONTMI'.T UNIT PfLICE FOR EACH. 1& REMOVE AXO RFIXSTALL PUBLIC PRTWORKAXO FOOLING L SOLAR NARKEIy BALANCE IN PLACE, JA12 qN0 TE9 TMT BIND I CONTRACTOR WILL BE PAID THE LONTMCT UNIT PRICE FOR EACH PIECE OF PUBLIC ARTWORKTMTIS REMOVEDAND SALVAGED FOR REINSTALLATION. TRANSPORT ARTNORKTO CnY LOTAT825 MCW WSTER DURING LIXISTRUCTION. THIS ITEM INCLUDES BUT M NOT LIMREDTO ALL IXCAVATNG AND MCKFIWNG REWIRED FOR CONSTRUCTION OF THE FOUNNTION. THIS WORK SHML CONSIST OFALL EMTIPNORK CONCRETE FORMWORK CONCRETE PLACEMENT ANO REINfdiCING AS INDICATED IN THE STRIICIDPAL DMWINGS. REMOVAL OF ECISDXO TREE ANO SNMP 19 REFER n)TPBUTATON ON SHEET GOIO. INCLUDES REMOVAL MID DISPoSAL OF TREES AND STUMP INDICATED FOR REMOVALWTHE %ANS. TIE CONTNCTOR WILL BE PAID THE LONRWCT UNIT PRICE FOR EgCH. REMOVAL M SXROB ANDGRWNOCOVER PLANTNOS A REMOVAL ANO piSPONLOF IXISTNG VEGETATWINCWOING SHRUB AND GRWNOCWER MATERIAL AS INDICATED ON THE PLANS. THE CONTRACTOR WILL BE PAID THE CONIMCT UNIT PRICE PER SQIIME PWT. WATER NNN ABANDONMENT 21 PAIDASALUMP SUM.NO MEASUREMEM WILL BE MADE FOR THIS ITEM.INCLUOES THE SECTION OF IXISTNGIDIN.OAMETER WATER MAIN ALONG DUwWE STREETAS SHOWN BT THE PLANS. INCLWES PLUGGING EACH END INACCdiDTWLE WRH THE PLANS. INSTALL 12 ESTIMATED REFERENCE INFORMATION 01 ITEM NO OE3CRIPDON 0830✓2011 100%DD 03 gDJUST E%gnNG FIRE HYDMMi a 23 PAID PER EACH. ADJUST IXISTNG FIRE HYDRANT ELEVATION AND PLUMBNESSAS REWIRED TO CONFORM TO NEW PAVING PROFlLE. D1(1lV2016 BID SET REMOVE FlRE XYORgNT pSSEMBllE6 24 PAID PER EACH. INCLUpE3 REMOVALAND DISPOSAL OF HYDRNli ASSEMBLY FROM MTJN. REM INCLUDES BALKFILLMG IXCAVATION WITH GRANULAR BACKFILL AND REMOVAL ANp DISPoSAL OF SPoIL. HYDRAM EWIPMEM TO BE SgLVAGEp TOTNE CRY WATER DEPARTMENT. REMOVE $gXITggY SERVILE MXE 25 PPID PER LINEPA FWT.ITEM INCLUDES BACKFILLING E%CAVATKlNWR11 GRANUW9 NCKFILL AND REMOVAL AND DISPOSAL OF &FOIL AND PIPE MATERIALS AND PLUGGING EXISTNG SERVICE AT MAIN WRH A WATER TIGHT MECHANICAL RUG WITH PCC BACKING. REMOVAL OF IXMTNG 121X. %%IN.IXTAKE EB � PWD PER EACH. INCLUDE FRAME PNO GRATES AND PIPE AS NECESSARY. COMPLETE STRUCTURE TO BE DISPOSED OF. COST INCLUDES SAW CUTTING THE CONNECTED PIPE WHEREVER NECESSARY TO REMOVE THE STRUCTURE. REMOVAL OF EXISTING SMALL AREA GRAINS 'Ir 2T PAID PER EACH. ALL REMOVED MATERIALS SHALL BE PROPERLY DISPOSED OF OFFSITE.INCWDE$.UW CUTTING OF PIPE IF NECESSARY FOR PLACEMEN FUTURE INTAKE. ITEM INCLUDES BACKFIWNG IXCAVATH3N WITH GRANULAR BALNFILLMID REMOVALAND DMPoSAL OF SPoIL. REMOVAL OF EXISTING TREMCX DRAINS Z6 PAID PER LINEAR FOOT. CONTRACTOR SHALL PROPERLY DISPOSE ME REMOVED MATERWLSOFFSITE.ITEM INCLUDES BACKFIWNGIXGVATION WITH GRANULAR BACKFILL AND REMOVAL PND DISPOSAL OF SPOIL. REMOVE LIBRARY SIGN AND FOOTING, SALVAGE AND REINSTALL SKiM 2g REMOVE AND SALVAGE SIGN FOR REIN6TALIAnON.TNNSPORT SIGN ANO STORE ATCITY STORAGE FACNTY 625 MCCIXLISTER WRING CONSTRUCTION, THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE FOR EACH. ME LIBRARY SIGN FOOTING IS CONSIDERED INCIDENTAL DRAINAGE TMT INdDEMgLTO THI6 NEM PER DETAIL ]M1406. REMOVE PARKING METER WITH ADA SIGN qND STOP BION AT 11NN ST. AND REINSTALL � METER REMOVAL BY CITY. THE CONTRACTOR WILL BE PAID THECWTRAGT MIT PRICE FOR EACH. REMOVE ELECTRICAL OUTLET 31 REMOVE ELECTRICAL AND CAP CONDUIT BELOW GRADE REMOVE DAMAGED LIMESTONE ART WALL AT WEATXER DANCE FOUNTAIN A REMOVE DAMAGED LIMESTONE ART WALL, PIECES t3G,13D, 3S0 AND 98P. SEE LIMESTONE WALL SCHEMES GO11-G013.THE CONTRACTOR WILLBEPAIDTHE CONTRACT UNIT PRICE PER LINEAR FOOT. DELWERPND STORE T0625 MLCOLLISTER LOT. EXCAVATION. L1A53 f0 UNSUITABLE 33 THIS NEM INCLUDES EXCAVATION AND DISPOSAL OF UNSUITABLE FILL MATERIAL. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. REPLACEMENT WITH MODIFIED SUBBASE IIWT GRADATION ptq SHML BE INLIDEMAL. TREEOgTDR BAGS AT IXISTNGIitEE3 S4 THIS ITEM INCLUDES FURNISHING AND INSTALLATION OF WT00. BAGS FOR THE WATERING OF EXISTING TREES. THE CONTRACTOR WILL BE PAID THE COtI'IRAGI UNIT PRICE FOR EACH. INCLUDED IN THIS PRICE IS THE FILLING W THE GATOR MISS 12 TIMES PER WEEK PENDING RAINFALL MID WEATHER .CONDITIONS. TRAFFIC CONTROL REFER TO D SHEETS. THE LUMP SUM PRICE FOR THIS REM WILL BE PAID BASED W PERCENT COMPLETE FOR FURNISHING, INSTALLING, MAINTAINING, MOVING, SS RELOCATING,gND REMOVING ALLTEMPoRARYTNFFICCONTROL DEVICES INCLUDING BARRICADES, SAFETY FENCING TEMPORARY ABU, COMPLIANCE, MUMS. LIGHTS, STANDARD SIGNS CHANNELING DEVICES. TEMPORARY BARRIER RAILS, SEQUENTIAL FlASXING ARROWS FLAGGERS. UNIFORMED OFFICERS, TEMPORARY PAVEMENT MARKINGS PND ORANGE SAFETY FENCEAT ROAD CLOSURES AND WOFLKAREAS.ITEMINCLUDES INSTAWTKMI OF TEMPORARY BUSINESS SIGNS TO BE SUPPLIED BY GIT'. SWPPP MANAGEMENT AND RECORD KEEPING SS PAID ASA LUMP SUM. FOR MANAGEMENT OF E0.0310NCWTROLACTNITIE$AND FACILITES INCLUDING RECORD KEEPING AS REQUIRED By ALL LEVELS OF GOVERNMENT REGULATIONS. PAYMENT SHALL BE FRONTED BASED W THE PERCENTAGE COMPLETION of THE LWTMCTAS A WHOLE. MAINTAIN ALL CONSTRUCTION ENTRANCES ANO CLEAN STREETSAS NECESSARY. REMOVE DAMAGED GRANITE PAVER AT WEATHER DANCE iWMTgIN 37 ME CONTRACTOR WILL BE PAID THE CONTRACT ULAN PRICE PER SQUARE FOOT. REMOV E AND REINSTALL ANEMOMETER 3B REMOVEAND STORE FOR REINSTALL ON w POLE PER PLANS. REINSTALL WITH NEW MOUNT. THE CWTMCAM WILL BE PAID THE LUMP wM PRICE. CLFAXWiREMOVAL(BTORMT � pNXKIXG FOUNTAIN 22 PAIDASALUMP SUM. INCLUDES DRINKING FOUMAIN EQUIPMENT, RPZ BACKFLOW PREVENTER, WATER METER SUPRIEp BY THEORY. ENCLOSURE, GATE SPOIL. VALVES, AND PCC STAB. ITEM INCLUDES BACKFILLING IXCAVATIW WITH GRANULAR BACKFILL MIO REMOVMANO DISPOSAL OF SPoS. 12 ESTIMATED REFERENCE INFORMATION 01 ITEM NO OE3CRIPDON 0830✓2011 100%DD 03 gDJUST E%gnNG FIRE HYDMMi a 23 PAID PER EACH. ADJUST IXISTNG FIRE HYDRANT ELEVATION AND PLUMBNESSAS REWIRED TO CONFORM TO NEW PAVING PROFlLE. D1(1lV2016 BID SET REMOVE FlRE XYORgNT pSSEMBllE6 24 PAID PER EACH. INCLUpE3 REMOVALAND DISPOSAL OF HYDRNli ASSEMBLY FROM MTJN. REM INCLUDES BALKFILLMG IXCAVATION WITH GRANULAR BACKFILL AND REMOVAL ANp DISPoSAL OF SPoIL. HYDRAM EWIPMEM TO BE SgLVAGEp TOTNE CRY WATER DEPARTMENT. REMOVE $gXITggY SERVILE MXE 25 PPID PER LINEPA FWT.ITEM INCLUDES BACKFILLING E%CAVATKlNWR11 GRANUW9 NCKFILL AND REMOVAL AND DISPOSAL OF &FOIL AND PIPE MATERIALS AND PLUGGING EXISTNG SERVICE AT MAIN WRH A WATER TIGHT MECHANICAL RUG WITH PCC BACKING. REMOVAL OF IXMTNG 121X. %%IN.IXTAKE EB � PWD PER EACH. INCLUDE FRAME PNO GRATES AND PIPE AS NECESSARY. COMPLETE STRUCTURE TO BE DISPOSED OF. COST INCLUDES SAW CUTTING THE CONNECTED PIPE WHEREVER NECESSARY TO REMOVE THE STRUCTURE. REMOVAL OF EXISTING SMALL AREA GRAINS 'Ir 2T PAID PER EACH. ALL REMOVED MATERIALS SHALL BE PROPERLY DISPOSED OF OFFSITE.INCWDE$.UW CUTTING OF PIPE IF NECESSARY FOR PLACEMEN FUTURE INTAKE. ITEM INCLUDES BACKFIWNG IXCAVATH3N WITH GRANULAR BALNFILLMID REMOVALAND DMPoSAL OF SPoIL. REMOVAL OF EXISTING TREMCX DRAINS Z6 PAID PER LINEAR FOOT. CONTRACTOR SHALL PROPERLY DISPOSE ME REMOVED MATERWLSOFFSITE.ITEM INCLUDES BACKFIWNGIXGVATION WITH GRANULAR BACKFILL AND REMOVAL PND DISPOSAL OF SPOIL. REMOVE LIBRARY SIGN AND FOOTING, SALVAGE AND REINSTALL SKiM 2g REMOVE AND SALVAGE SIGN FOR REIN6TALIAnON.TNNSPORT SIGN ANO STORE ATCITY STORAGE FACNTY 625 MCCIXLISTER WRING CONSTRUCTION, THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE FOR EACH. ME LIBRARY SIGN FOOTING IS CONSIDERED INCIDENTAL DRAINAGE TMT INdDEMgLTO THI6 NEM PER DETAIL ]M1406. REMOVE PARKING METER WITH ADA SIGN qND STOP BION AT 11NN ST. AND REINSTALL � METER REMOVAL BY CITY. THE CONTRACTOR WILL BE PAID THECWTRAGT MIT PRICE FOR EACH. REMOVE ELECTRICAL OUTLET 31 REMOVE ELECTRICAL AND CAP CONDUIT BELOW GRADE REMOVE DAMAGED LIMESTONE ART WALL AT WEATXER DANCE FOUNTAIN A REMOVE DAMAGED LIMESTONE ART WALL, PIECES t3G,13D, 3S0 AND 98P. SEE LIMESTONE WALL SCHEMES GO11-G013.THE CONTRACTOR WILLBEPAIDTHE CONTRACT UNIT PRICE PER LINEAR FOOT. DELWERPND STORE T0625 MLCOLLISTER LOT. EXCAVATION. L1A53 f0 UNSUITABLE 33 THIS NEM INCLUDES EXCAVATION AND DISPOSAL OF UNSUITABLE FILL MATERIAL. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. REPLACEMENT WITH MODIFIED SUBBASE IIWT GRADATION ptq SHML BE INLIDEMAL. TREEOgTDR BAGS AT IXISTNGIitEE3 S4 THIS ITEM INCLUDES FURNISHING AND INSTALLATION OF WT00. BAGS FOR THE WATERING OF EXISTING TREES. THE CONTRACTOR WILL BE PAID THE COtI'IRAGI UNIT PRICE FOR EACH. INCLUDED IN THIS PRICE IS THE FILLING W THE GATOR MISS 12 TIMES PER WEEK PENDING RAINFALL MID WEATHER .CONDITIONS. TRAFFIC CONTROL REFER TO D SHEETS. THE LUMP SUM PRICE FOR THIS REM WILL BE PAID BASED W PERCENT COMPLETE FOR FURNISHING, INSTALLING, MAINTAINING, MOVING, SS RELOCATING,gND REMOVING ALLTEMPoRARYTNFFICCONTROL DEVICES INCLUDING BARRICADES, SAFETY FENCING TEMPORARY ABU, COMPLIANCE, MUMS. LIGHTS, STANDARD SIGNS CHANNELING DEVICES. TEMPORARY BARRIER RAILS, SEQUENTIAL FlASXING ARROWS FLAGGERS. UNIFORMED OFFICERS, TEMPORARY PAVEMENT MARKINGS PND ORANGE SAFETY FENCEAT ROAD CLOSURES AND WOFLKAREAS.ITEMINCLUDES INSTAWTKMI OF TEMPORARY BUSINESS SIGNS TO BE SUPPLIED BY GIT'. SWPPP MANAGEMENT AND RECORD KEEPING SS PAID ASA LUMP SUM. FOR MANAGEMENT OF E0.0310NCWTROLACTNITIE$AND FACILITES INCLUDING RECORD KEEPING AS REQUIRED By ALL LEVELS OF GOVERNMENT REGULATIONS. PAYMENT SHALL BE FRONTED BASED W THE PERCENTAGE COMPLETION of THE LWTMCTAS A WHOLE. MAINTAIN ALL CONSTRUCTION ENTRANCES ANO CLEAN STREETSAS NECESSARY. REMOVE DAMAGED GRANITE PAVER AT WEATHER DANCE iWMTgIN 37 ME CONTRACTOR WILL BE PAID THE CONTRACT ULAN PRICE PER SQUARE FOOT. REMOV E AND REINSTALL ANEMOMETER 3B REMOVEAND STORE FOR REINSTALL ON w POLE PER PLANS. REINSTALL WITH NEW MOUNT. THE CWTMCAM WILL BE PAID THE LUMP wM PRICE. CLFAXWiREMOVAL(BTORMT � PATO PER EACH. INCLUDES PROPER dSPoSAL OF THE CLEANOUT, BACKFILLING EXCAVATION WITH GWWULM BALNFILL,AND REMOVAL AND DISPOSAL OF SPOIL. REMOVE MANXDLE AO PAID PER EACH. INCLUDES PROPER DISPOSAL OF THE MANHOLE STRUCNRE, BACKFILLING EXCAVATION WITH GRANULPR BACKFILL,AND REMOVAL AND DISPOSAL OF SPOIL. REMOVE STORK PIPE. 121X. RCP 41 PAID PER LINEAR FOOT. ALL SAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. ITEM INCLUDES BACKFILLING IXCAVATION WITH GRANULAR BACKFILL ANp REMOVAL MID DISPOSAL of SPOIL. REMOVE STORY PIPE, 131X. RCP � PAID PER LINFARFWT.ALLSAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL ITEM INCLUDES BALKFIWNG IXCAVATH)N WITH GRANULAR NCNFlLL ANO REMOVAL MID DISPOSAL OF SPoIL REMOVE STORM PIPE, 21 M. RCP � PAID PER LINEARFWT.ALLSAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. REM INCLUDES BACKFILLING EXCAVATION WRH GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. REMOVAL 0 WATER MAIN. 121X. a PND PER LINEAR FOOT. THIS ITEM INCLUDES ALL MATERWL6 AND IARORTO REMOVEAND DISPOSE OF EXISTING 121N.OWAETEII WATER MYNAS SHOWN ON THE PUNS. ITEM INCLUDES BACKFILLING E%CAVATION WITH GMNULAR BgCKFIILAND REMOVALAND OISPoSAL OF PIPE MATERIILLS AND SPOIL. REMOVAL OF WATER MgIX, 101X. 45 PAID PER LINEAR FOOT. THIS ITEM INCLUDES ALL MATERIALS AND LABOR TO REMOVE MID DISPOSAL OF EXISTING 101X. DIAMETER WATER MAIN A33HOWNW THE PLAINS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFILL MID REMOVAL MID DISPOSAL OF PIPE MAIERMLS AN0 SPOIL. REMOVgLOF WgTER MAIN, B IN. 4S PAID PER LMEAR FOOT. THIS ITEM INCLUDES ALL MATERIALS AND LABOR TO REMOVE AND DISPOSAL OF EXISTING 101N.OW.IETER WATER MAIN AS SHOWN ON THE PUWS.ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFILLAND REMOVAL PND DISPOSAL OF PIPE MATERWLSMIO SPOIL. REMOVAL OF WATER MAIN, S M. 4T PAID PER LINEAR FOOT. THIS NEM INCLUDESALL MATERIALS AND LABOR TO REMOVE ANO DISPOSAL OF EXISTNGSIN. DIAMETER WATER MAIN AS SHOWN ON TME PLANS. REM IF. BACKFIWNG EXCAVATION WITH GRANULAR BACKFILL PND REMOVAL qN0 DISPOSAL OF PIPE MATERIALS MID SPOIL. genus [ landscape architects ] 325 EAST Sm STREET D6 MOINES,W 50309 T 515 zea 3010 W W W.GENUSHA.COM I LMIELT NEUNANN MON$ONARCHITECT$ 227 EAST COLLEGE STREET. $TE.933 IOWA CITY, M 5n46 P 319.3361878 CIVIL ENGINEER SHOEMANERd H4WN0 180 HOLIDAY ROAD WRALVILLE,N52241 P319.351.7150 ELECTRICM.B TRAFFIC BIGNALPAI NJN SHE CONSULTING ONE GARLSON PARKWAY NORTH, STE, 159 MINNEAPOLIS, MN 559474443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 722 E. WASHINGTON STREET, SM B IOWA CITY, IA 52249 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P 612.339.5958 PEOESTFIYN WILL IMPROVEMENTS IOWA CITY, IA CCIEH/PN/55 ESTIMATED REFERENCE INFORMATION 16D34 0006 01 0arzW201? Tow DD 02 0830✓2011 100%DD 03 1W18201T 60w C0 a larzlvzon loowcD OS D1(1lV2016 BID SET CCIEH/PN/55 ESTIMATED REFERENCE INFORMATION 16D34 0006 ESTIMATED REFERENCE INFORMATION REMNO DESCRIPTION VALVE REMOVAL,101F. GATE PAID PER EACH. THE CONTRACTOR SHALL DISPOSE OF REMOVED DATE VALVE AND EO%OFFSITE REM INCLUDES BACKFIWNG EXCAVATION WITH GRANUTAR SACKFILLAND REMOVALAND DISPOSAL OF SPOIL. VALVE REMOVAL, 8 N. DATE 49 PAID PER EACH. THE CONTRACTOR SHALL DISPOSE OF REMOVED DATE VALVE AND SOXOFFSRE, ITEM INCLUDES BACKFIWNG EXCAVATION WITH GRANULAR BACKFILLAND REMOVALA40 DISPOSAL OF $POI. REMOVE WATER APPURTENANCES I MISCELLANEOUS I PAID AS A LUMP SUM. THIS REM COVERS ITEMS SHOWN ON THE PIANS TO BE REMOVED WHICH LUY NOT BE REMOVED FROM THE EXISTING POTABLE WATER SO SYSTEM UNTIL THE NEW SYSTEM IMPROVEMENTSARE COMPLETE. INCLUDES ITEMS NOT OTHERWISE ENUMERATED. COVERS ITEMS SUCH AS SERVICE STOP BOX OPERATORS, DRINKING FOUNTAIN EQUIPMENT OPERATORS, ISOLATION VALVES, AND YARD HYDRANTS. MAY ALSO INCLUDE SERVICE SUPPLY LINE -RELATED REMOVALS AND ABANDONMENTS WHERE INDICATED ON THE PIANS OR REQUIRED TO COMPLETE THE NEW SYSTEM. UTILITIES PAID PER LINEAR FOOT. DEPTH OF PIPE SHALL GENERALLY BE W42 IN. INCLUDES ILLL CONNECTIONS AND FITTINGS. DUMB ENDING AT PHASE LIMITS SHALL BE WATER MAIN, TRENCHED, DIP, 121N. TEMPORARILY CAPPED. JOINING MAY BE BY MECHANICAL DEVICES OR FUSION METHODS ACCORDING TO SPECIFICATIONS. INCLUDES EXCAVATION WITH PAID PER LINEAR FCOT. PIPE SHALL BE LOCKMI W, CLASS 53. COORDINATE WITH CITY STAFF FORTESTING. INCLUDES NITRILE GASKETS AND MEGALUG MINT 51 RESTRAINT INCLUDES BODING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL MATERIAL AND REMOVAL AND DISPOSAL OF SPOIL. IN THE CASE OF 6 N. PAVING SUBDRAIN I CLIFTON STREET A WET TRENCH SITUATION, THE BEDDING MATERIAL USED SHALL BE CRINGED TO ACLEAN 1 IN. OR 0.751N. CRUSHED ROCK INCLUDES GLAND RINGS. CASKETS PAID PER LINEAR FOOT. INCLUDES CAPPING EACH END OF THE GUNTON RUN AND CONNECTION TO THE MANHOLE. INCLUDES WORK ACCORDING TO SUNS, AND BOLTS AS REWIRED. INCLUDES POLY ENCASED 8IN. DIP PIPING WITH TRACER WIRE AND RECEPTACLES AS REQUIRED, PROVIDE THRUST BLOCKING AS EXCEPTING FABRIC SHALL NOT BE MO. THIS ITEM INCLUDES THE TEE SECTION REQUIRED FOR THE PIPE DIRECTED TO THE EXISTING MANHOLE. THE OUTLET REQUIRED. INCLUDES TESTING AND DISINFECTION PER SPECIFICATIONS. ASSEMBLY SHALL BE CORRUGATED METAL PIPE AND IN ACCORDANCE WITH SUDAS DETAIL 4010.223. PROVIDE REMOVABLE TYPE RODENTGUARD. WATER MAIN, TRENCHED, DIP, B IN. 41N. DRAIN TILE PAID PER LINEAR FOOT. PIPE SHALL. BE LOCK JOINT, CLASS S3. COORDINATE WITH CITY STAFF FOR TESTING. INCLUDES NITRILE GASKETS AND MEGALUG JOINT 52 RESTRAINT. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANUTAR BACKFILL MATERIAL AND REMOVAL AND DISPOSAL OF SPOIL IN THE ME OF BACKFlLL (IOWA OOT GRADATION NO. 29)AND REMOVAL ANO DISPOSAL OF SPOIL. A WET TRENCH SITUATION, THE BEDDING MATERIA. USED SHALL BE CHANGED TO ACLEAN 1 IN. OR 015 IN. CRUSHED ROCK INCLUDES GLAND RINGS, CASKETS 4IN. MAIN TOLE OUTLETS INTO STRUCTURES AND BOLTS AS REWIRED. INCLUDES POLY ENCASED B IN. DIP PIPING WITH TRACER WIRE AND RECEPTACLES AS REQUIRED. PROVIDE THRUST BLOCKING AS PAID PER EACH. INCLUDE CORRUGATED METAL PIPE OUTLET ASSEMBLY AS SHOWN ON SUDAS STANDARD SPECIFICATION DETAIL 4040223. PROVIDE REWIRED. INCLUDES TESTING AND DISINFECTION PER SPECIFICATIONS. REMOVABLE TYPE RODENT GUARD, FIRINGS BY WEIGH, M SO PAIDPERPOUND. INCLUDES NITRILE CASKETS. MEGALUGJOINTRESMINNT, GASKETS,GWiDRINGS,BOLTS, POLYETHYLENE ENCASEMENTANDCONGREM PAID PER EACH. ITEM INCLUDES REMOVING EXISTING FRAME AND LIDS AND REPLACING WITH CRY OF IOWA CRY LABELED STANDARD MDS AND ADJUSTMENT THRUSTBLOCKING. OF FRAMES AND UDS TO FINISHED GRADE. THIS REM ALSO INCLUDES INSTALLATION OF EXTERNAL CHIMNEY SEALS MEETING CRETE% INFISHIELD UNISAND OR VALVE, GATE, DIP, 8IN. ENGINEER -APPROVED EQUA-. PAID PER EACH. ALL JOINS SHALL INCLUDE NITRILE GASKETS AND MEGAUUGJCUT RESTRAINT. ITEM INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH 54 GRANUTARBACKFIUM MRIMANDREMOVMANDDISPOBALOFSPOIL. INTHECASEOFAWETTRENCHSITATION.THEBEDDIWWTERIALUSEDSHALLBE PAID PER EACH. INCLUDES EXCAVATION TO EXPOSE CASTING AND EKISTNG ADJUSTING RINGS AS NECESSARY. CLEANING OF SURFACES AS NECESSARY. AND CHANGED TO ACLEBN 11N.OR O M IN.ORUSHED ROCK INCLUDES GLAND RINGS, GASKETS, BOLTS. POLY -ENCASEMENT, VALVE BOX WITH LID AND BOX ADDING ADJUSTMENT RINGS IN ACCORDANCE WITH SPECIFICATIONS TO ENSURE THAT THE CASTING TOP WILL BE AT GRADE WHEN INSTALLED. THIS REM ALSO EXTENSIONSAS REWIRED. INCLUDES INSTALLATION OF EXTERNAL CHIMNEY SEALS MEETING CRETEX INFI-SHIELD UNI BAND OR ENGINEER -APPROVED EQUAL. CASTING WORK IS COVERED VALVE, GATE, DIP, 121N. BY ASSOCIATED PROJECT CHANGE OUT REM. PAID PER EACH. ALL JOINTS SHALL INCLUDE NRPoLE GASKETS AND MEGALUG, JOINT RESTRAIN. ITEM INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH 55 GRANULARBACKFILLM MRIALANDREMOVALARDDISPOSALOFSPOIL. INTHECASEOFAWETTRENCHSITIATION,THEBEDDIWG TERIALUSEDSHALLBE PAID PER EACH. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL WRIERALAND REMOVAL AND DISPOSALOF SPOIL IN THE CASE CHANGED TO ACLEAN 1 IN. OR 0.75 IN. CRUSHED ROCK INCLUDES GLAND RINGS. GASKETS, BEEFS. POLY-ENCAREMENT, VALVE BOX WITH LID AND BOX OF A WET TRENCH SRUATION, THE BEDDING MATERIAL USED SHALL BE CHANGED TOA CLEAN I IN. OROTS IN. CRUSHED ROCK INCLUDESALLWORK IN EXTENSIONS AS REWIRED. ACCORDANCE WITH THE PLANS. INCLUDES MANUFACTURED OPENINGS OR CIRCULAR CUTS IN THE FIELD FOR SUBDRAINS AS NECESSARY. THE 41N. DRAIN TILE FlRE NYIXAMTA88EMBLIEB OUTLETS INTO STRUCTURES ITEM SHALL COVER ALL OTHER WORK NECESSARY TO CONNECT SUBDRAINS. PAID PER EACH. INCLUDES NITRILE GASKETS AND MEGAUM JOINT RESTRAINT. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL 161N. X 161N. AREA INTAKE INSTAILANON MAMRMLANDREMOVALANDDISPOSALOFSPOIL. INTHECASEOFAWUT MCHSITTATION.THEBMDINGM MRALUSEDSHALLBECHARGEDTOACLEAN So I- OR ON' CRUSHED ROCK. INCLUDES GLAND RINGS, GASKETS, BOLTS, POLY -ENCASEMENT, VALVE BOX WITH LID ANO BOX EXTENSIONSAS REQUIRED. AND RECOMMENDATIONS AND THE PLANS, FINAL GRATE ELEVATION SHALL BE TO GRADE. THIS ITEM SHALL INCLUDE THE ADDITION OF SAND UNDER AND AROUND HYDRANT EXTENSIONS. INCLUDES POLY ENCASED 6INCH PIPING WITH TRACER WIRE AND RECEPTACLE AND W TEE. PROVIDE THRUST BLOCKING AS THE INLET STRUCTURES TO HELP STABILIZE THE INLETS AS NECESSARY. REQUIRED. HYMANTAT STA 10.83.T3, 88.58 L (DUBUQUE ST.) INCLUDES USE OF 8-XVTAPRNG SLEEVEAND VALVEASSEMBLY IN LIRU OF W TEE. THE TAPPING 61N CLEANOUT I SANRARYSIUMESE I SIEEVEAND VALVEASSEMBLYAT THAT LOCATION IS INCIDENTALTO THE UNIT COST. PAID PER EACH. SIAMESE CLEANOUT INCLUDES TWO RISER PIPES PER DETAIL ON THE OSHEETS IN THE PLANS. ALL WORK SHALL MEET SPECIFICATIONS AND WATER SERVICE, 61N. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFKL MATERIAL AND DISPOSAL OF SPOIL. IN THE CASE OFA WET TRENCH SITUATION, PAID PER EACH. INCLUDES TAPPING MEAND VALVEASSEMBLY AT SERVICE SOURCE. INCLUDES NITRIDE GASKETSAND MEGALUG JOINT RESTRAINT. INCLUDES 57 MDDINGANDMCKFILLINGEXCAVATIONWITHGRWULAR8 FlLLWTERMLANDREMOVALMIDDMMWOFSPUL. INTIECASEDFAWETTRENCH 121N. GAL MP STORM SEWER SITUATION, THE BEDDING MATERIAL USED SHALL BE CHANGED TO A CLEAN 1 IN. OR 0.751N. CRUSHED ROOK. INCLUDES GLAND RINGS, GASKETS, BOLTS, VALVE PAID PER LINEAR FOOT. MEASUREMENT BETWEEN STRUCTURES SHALL BE FROM INSIDE WALL TO INSIDE WALL. PIPE SHALL BE CLASS 3 AND ALLASSWATED BOX WITH LID AND BOX EXTENSIONS AS RECOURSE. INCLUDES POLY ENCASED 8INCH PIPING WITH TRACER WIRE AND RECEPTACLE. PROVIDE THRUST MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE PVNS AND SPECIFICATIONS. INCLUDES FERNCO TWO OR SON SERIES STRONG BACK RC TO BLOCKING AS REWIRED. COUPLE TO EXISTING PIPE. INCLUDES BEDDING AND BACKFlLLING EXCAVATION WITH GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. IN THE CASE WATER SERVICE, 61N. OF A WET TRENCH SITUATION. THE BEDDING MATERIAL USED SHALL BE CRINGED TO ACLEAN 1 IN. OR 0.751N. CRUSHED ROCK. INCLUDES ALL WORK AND PAID PER EACH. INCLUDES TAPPING TEE AND VALVE ASSEMBLY AT SERVICE SOURCE. INCLUDES NITRILE GASKETS AND MEGALUG JOINT RESTRAINT. INCLUDES SB BEDDINGAND BACKFIWNG EXCAVATION WITH GRANUIW BACKFILL MATERIAL AND REMOVAL AND DISPOSAL OF SPOIL. INTHECASEOFAWETTRENCH IS IN. DIA. RCP STORM SEWER SITWATOIN,TESEDDING"MRIALUBEDSHALLBECH GEDTOACLEANIIN.ORO.751N.CRUSHEDRWK-INCL-MOGIANDRINGS,GASKET5,11101-MVALVE PAID PER LINEAR FOOT. MEASUREMENT BETWEEN STRUCTURES SHALL BE FROM ASIDE WALL TO INSIDE WALL. PIPE SHALL BE CLASS 3AND ALL ASSOCIATED BOX WITH LIDAND BOX EXTENSIONSAS REQUIRED. INCLUDES POLY ENCASED B INCH PIPING WITH TRACER W IREAND RECEPTACLE. PROVIDE THRUST MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. INCLUDES FEMOO IOW OR 5000 SERIES STRONG BACK RC TO BLOCKING AS REQUIRED. COUPLE TO EXISTING PIPE. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. IN THE CASE WATER SERVICE. 41N. OF A WET TRENCH SITUATION, THE BEDDING MATERIAL USED SHALL BE CHANGED TOA CLEAN 1 IM OR CTS IN. CRUSHED ROCK. INCLUDES ALL WORK AND PAID PER EACH. INCLUDES TAPPING IEE AND VALVE ASSEMBLY AT SERVICE SOURCE. INCLUDES NITRILE GASKETS AND MEGALUG JOINT RESTRAINT. INCLUDES 9 BEDDING AND BACKFIWNG EXCAVATION WITH GRANUTAR BACKFILL MATERIAL AND REMOVAL AND DISPOSAL OF SPOIL. IN THE CASE OF A WETTRENCH 241N. DA. RCP STORM SEWER A CLEAN 1IN. OROPSIN. CRUSHEDROCK. INCLUDES GLANDRINGSGASKETS, BOLTS,VALVE SITUATION, THE BEDDING M4NSION USEDSHALLBENCLUDE PAID PER LINEAR FOOT. MEASUREMENT BETWEEN STRUCTURES SMALL BE FROM INSIDE WALLTO INSIDE WALL. PIPE SHALL BE CUSS 3ANDALL ASSOCATED PO BOX WITH LID BOX EXTENSIONS AS REWIRED.INCW DES POLY ENCASED B INCH PIPING WITH TRACER WIREAND RECEPTACLE. PROVIDE THRUST MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. INCLUDES FERNCO 1000 OR SOW SERIES STRONG BACK RC TO REQ BLWKINGAS REpUIRED. COUPLE TO EXISTING PIPE. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BAOKFILLAND REMOVAL AND DISPOSAL OF SPOIL. IN THE WATER SERVICE. 2 IN. TYPE K COPPER SO PAID PER EACH. INCLUDES 2IN. TAPPING ASSEMBLY WITH CORPORATION AT SERVICE SOURCE. INCLUDES EXCAVATION WITH GRANULAR BACKFILL AND MATERIALS ASSWATED WITH CONNECTING i0 EXISTING PIPES AS DESCRIBED IN THE PUNS. DOCI REMOVAL AND DISPOSAL OF SPOIL INCLUDES FITTINGS REWIRED TO TRANSITION FROM 41N. DIP BRANCH TO COPPER PIPE. SERVICE STOP BOX AND STANDARD M IN. DIAMETER MOM MANHOLE EXTENSIONS AS REQUIRED. INCLUDES POLY ENCASED 2IN. TYPE KCOPPER PIPING WITH TRACER WIRE AND RECEPTACLE. PAID PER EACH. MANHOLE TO BE INSTALLED PER DETAIL ON C SHEETS IN PLANS. THIS REM INCLUDES THE INSTALLATION OF MI EXTERIOR CHIMNEY SEAL THIS WATER SERVICE, 1.51N. TYPE K COPPER S1 PAID PER EACH. INCLUDES 1.51N. TAPPING ASSEMBLY WITH CORPORATION AT SERVICE SOURCE. INCLUDES EXCAVATION WITH GRANULAR BACKFILL AND RECEIVE THE 251N, X 251X. AREA INTAKE FRAME AND GRATE OVER THE STANDARD MANHOLE PRECAST OPENING, INCLUDING ASSOCIATED ADJUSTING RINGS REMOVAL AND DISPOSAL OF SPOIL. INCLUDES FITTINGS REWIRED TO CONNECT TO FOUNTAIN CONTROL VAULT OR TO IRRIGATION SYSTEM. SERVICE STOP AS NEEDED. THIS REM INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL MATERIAL AND REMOVAL AND DISPOSAL OF SPOIL IN THE BOX AND EXTENSIONS AS REQUIRED. INCLUDES POLY ENCASED 1S IN. TYPE K COPPER PIPING WITH TRACER WIRE AND RECEPTACLE. CASE OFA WET TRENCH SITUATION, THE BEDDING MATERIAL SHALL BE CHANGED TO A CLEAN 1 IN, OR 0.751N. CRUSHED ROCK. WATER SERVICE, I M. TYPE K COPPER 52 PAID PER EACH, INCLUDES IN, TAPPING ASSEMBLY WITH CORPORATION AT SERVICE SOURCE. INCLUDES EXCAVATION WITH GRANULAR BM:KFILL/ND PAIDASALUMPSUM. THIS RAL EM INCLUDES REMOVAL AND DISPOSOF THE EXISTING INTAKE TOPAND THROAT IDENTIFIED IN THE PLANS. CARE SHALL BE REMOVAL AND DISPOSAL OF SPOIL. INCLUDES FITTINGS REWIRED TO CONNECTTO DRINKING FOUNTAIN EQUIPMENTSYSTEM, SERVICE STOP BOXAND TAKEN TO AVOID DAMAGE TO PORTIONS OF THE STRUCTURE TO REMAIN. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRAMMAR BACKFILL AND REMOVAL EXTENSIONS AS REQUIRED. INCLUDES POLY ENCASED 1 IN. TYPE K OOPPER PIPING WITH TRACER WIRE AND RECEPTACLE. AND DISPOSAL OF SPOIL. RARE OF EXISTING ED JOINTS SHALL BE PROTECTED FOR REUSE WITH THE REPLACEMENT THROAT. INCLUDES A NEW CASTING WITH TELECOM UTILITY VAUL73, 4B IN. X 481N. BY 51 IN. B3 PAIDPEREACH. INCLUDES ADJUSTING RINGS,CASTING. INSTALLATION OF AN EXTERIOR CHIMNEY SEAL DRAIN SYSTEM. GRAIL. AND ALL WORK IN ALIEN INTAKE TOP REMOVAL AND REPLACEMENT ACCORDANCE WITH THE DETAIL IN THE C SHEETS OF THE PLANS. GROUT TO BE A SANDY CEMENT MIXTURE. INCLUDES BACKFILLING EXCAVATION WITH PAID AS A LUMP SUM. SALVAGE AND REINSTALL EUSTNG GRATES. ITEM INCLUDES HORIZONTAL SAW CUT AND ALL OTHER WORK IN ACCORDANCE WITH THE GRANULAR BACKFILL MATERIAL AND REMOVAL AND DISPOSAL OF SPOIL. PVNS. REM INCLUMS BACKFILLING EXGVATON WITH GRANULAR BAGWELL AND REMOVAL AND DISPOSAL OF SPOIL. ENSURE THAT THE FINAL TOP ELEVATION TELECOM HAMHOLES. BO IN. X 48 BE X 361N. earBE PAIDPEREACH. SUPPLYAND INSTALL PG. QUAZITHP.G.304 ONSUD7 E40RAPPROVEDEIX . INCLUDES BEDDINGANDBACKFILLING EXCAVATION SUMMARY SEWER SERVICE LINE WITH GRANULAR BACKFILL MATERIAL AND REMOVAL AND DISPOSAL OF SPOIL IN THE CASE OF AWETTRENCH SITUATION, THE BEDDING MATERIAL USED SHALL PAID PER EACH. PIPE TO BE B PVC PER SPECIFICATIONS. REM INCLUDES TRUSS PIPE WYE AT THE 1S SEWER MAIN. FERNCO TWO OR SAND SERIES STRONG CHANGED TO A CLEAN 1.OR Y4' CRUSHED ROCK. ESTIMATED REFERENCE INFORMATION ITEM NO DESCRIPTION 284 1010 � NOPE CARRIER DUCT. 2IN., INCLUDING PULL TAPE AND TRACER WIRE 1 TRENCHED 1 EN WWW'I PAID PER LINEAR FOOT. DEPTH OF PIPE SHALL GENERALLY BE M42 IN. INCLUDES ALL CONNECTIONS AND FITTINGS. DUCTS ENDING AT PHASE LIMITS SHALL BE aUS-LA.COM TEMPORARILY CAPPED. JOINING MAY BE BY MECHANICAL DEVICES OR PUNCH METHODS ACCORDING TO SPECIFICATIONS. INCLUDES EXCAVATION WITH ��AEERCHREGT 72MOSON ARCHITECTS COLLEGE STREET, STE. 303 GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. . OW)CW1A U240 HOPE CARRIER DUCT. 133 IN.. INCLUDING PULL TAPE AND TRACER WIRE I TRENCHED US PAID PER LINEAR FOOT. DEPTH OF PIPE SHALL GENERALLY BE W42 IN. INCLUDES ILLL CONNECTIONS AND FITTINGS. DUMB ENDING AT PHASE LIMITS SHALL BE TEMPORARILY CAPPED. JOINING MAY BE BY MECHANICAL DEVICES OR FUSION METHODS ACCORDING TO SPECIFICATIONS. INCLUDES EXCAVATION WITH GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. 6 N. PAVING SUBDRAIN I CLIFTON STREET 67 PAID PER LINEAR FOOT. INCLUDES CAPPING EACH END OF THE GUNTON RUN AND CONNECTION TO THE MANHOLE. INCLUDES WORK ACCORDING TO SUNS, EXCEPTING FABRIC SHALL NOT BE MO. THIS ITEM INCLUDES THE TEE SECTION REQUIRED FOR THE PIPE DIRECTED TO THE EXISTING MANHOLE. THE OUTLET ASSEMBLY SHALL BE CORRUGATED METAL PIPE AND IN ACCORDANCE WITH SUDAS DETAIL 4010.223. PROVIDE REMOVABLE TYPE RODENTGUARD. 41N. DRAIN TILE 66 PAID PER LINEAR FOOT. SLOTTED DOUBLE -WALLED PIPE. INCLUDES ALL FITTINGS. REM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR POROUS BACKFlLL (IOWA OOT GRADATION NO. 29)AND REMOVAL ANO DISPOSAL OF SPOIL. 4IN. MAIN TOLE OUTLETS INTO STRUCTURES 69 PAID PER EACH. INCLUDE CORRUGATED METAL PIPE OUTLET ASSEMBLY AS SHOWN ON SUDAS STANDARD SPECIFICATION DETAIL 4040223. PROVIDE REMOVABLE TYPE RODENT GUARD, CHANGE OUT EXISTING MANHOLE FRAMES AND MDS TO PAID PER EACH. ITEM INCLUDES REMOVING EXISTING FRAME AND LIDS AND REPLACING WITH CRY OF IOWA CRY LABELED STANDARD MDS AND ADJUSTMENT OF FRAMES AND UDS TO FINISHED GRADE. THIS REM ALSO INCLUDES INSTALLATION OF EXTERNAL CHIMNEY SEALS MEETING CRETE% INFISHIELD UNISAND OR ENGINEER -APPROVED EQUA-. MORMSEWERMANXOLEADJUSTMEFT PAID PER EACH. INCLUDES EXCAVATION TO EXPOSE CASTING AND EKISTNG ADJUSTING RINGS AS NECESSARY. CLEANING OF SURFACES AS NECESSARY. AND T1 ADDING ADJUSTMENT RINGS IN ACCORDANCE WITH SPECIFICATIONS TO ENSURE THAT THE CASTING TOP WILL BE AT GRADE WHEN INSTALLED. THIS REM ALSO INCLUDES INSTALLATION OF EXTERNAL CHIMNEY SEALS MEETING CRETEX INFI-SHIELD UNI BAND OR ENGINEER -APPROVED EQUAL. CASTING WORK IS COVERED BY ASSOCIATED PROJECT CHANGE OUT REM. 251N. X 251N. AREA INTAKE INSTALLATION PAID PER EACH. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL WRIERALAND REMOVAL AND DISPOSALOF SPOIL IN THE CASE 72 OF A WET TRENCH SRUATION, THE BEDDING MATERIAL USED SHALL BE CHANGED TOA CLEAN I IN. OROTS IN. CRUSHED ROCK INCLUDESALLWORK IN ACCORDANCE WITH THE PLANS. INCLUDES MANUFACTURED OPENINGS OR CIRCULAR CUTS IN THE FIELD FOR SUBDRAINS AS NECESSARY. THE 41N. DRAIN TILE OUTLETS INTO STRUCTURES ITEM SHALL COVER ALL OTHER WORK NECESSARY TO CONNECT SUBDRAINS. 161N. X 161N. AREA INTAKE INSTAILANON ID PAIDPEREACH. INCLUDES WORK TO ENSURE ANAL ADJUSTMENT AND SECURED ATTACHMENT TO OUTLET PIPES IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND THE PLANS, FINAL GRATE ELEVATION SHALL BE TO GRADE. THIS ITEM SHALL INCLUDE THE ADDITION OF SAND UNDER AND AROUND THE INLET STRUCTURES TO HELP STABILIZE THE INLETS AS NECESSARY. 61N CLEANOUT I SANRARYSIUMESE I 74 PAID PER EACH. SIAMESE CLEANOUT INCLUDES TWO RISER PIPES PER DETAIL ON THE OSHEETS IN THE PLANS. ALL WORK SHALL MEET SPECIFICATIONS AND INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFKL MATERIAL AND DISPOSAL OF SPOIL. IN THE CASE OFA WET TRENCH SITUATION, THE BEDDING MATERIAL USED SHALL BE CHANGED TO A CLEAN 1 IN. OR 0.75 IN. CRUSHED ROCK. 121N. GAL MP STORM SEWER PAID PER LINEAR FOOT. MEASUREMENT BETWEEN STRUCTURES SHALL BE FROM INSIDE WALL TO INSIDE WALL. PIPE SHALL BE CLASS 3 AND ALLASSWATED T5 MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE PVNS AND SPECIFICATIONS. INCLUDES FERNCO TWO OR SON SERIES STRONG BACK RC TO COUPLE TO EXISTING PIPE. INCLUDES BEDDING AND BACKFlLLING EXCAVATION WITH GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. IN THE CASE OF A WET TRENCH SITUATION. THE BEDDING MATERIAL USED SHALL BE CRINGED TO ACLEAN 1 IN. OR 0.751N. CRUSHED ROCK. INCLUDES ALL WORK AND MATERIALS ASSOCIATED WITH CONNECTING TO EXISTING PIPES AS DESCRIBED IN THE PVNS. IS IN. DIA. RCP STORM SEWER PAID PER LINEAR FOOT. MEASUREMENT BETWEEN STRUCTURES SHALL BE FROM ASIDE WALL TO INSIDE WALL. PIPE SHALL BE CLASS 3AND ALL ASSOCIATED TS MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. INCLUDES FEMOO IOW OR 5000 SERIES STRONG BACK RC TO COUPLE TO EXISTING PIPE. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. IN THE CASE OF A WET TRENCH SITUATION, THE BEDDING MATERIAL USED SHALL BE CHANGED TOA CLEAN 1 IM OR CTS IN. CRUSHED ROCK. INCLUDES ALL WORK AND MATERIALS ASSOCIATED WITH CONNECTING TO EXISTING PIPES AS DESCRIBED IN THE PIANS. 241N. DA. RCP STORM SEWER PAID PER LINEAR FOOT. MEASUREMENT BETWEEN STRUCTURES SMALL BE FROM INSIDE WALLTO INSIDE WALL. PIPE SHALL BE CUSS 3ANDALL ASSOCATED IT MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. INCLUDES FERNCO 1000 OR SOW SERIES STRONG BACK RC TO COUPLE TO EXISTING PIPE. INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BAOKFILLAND REMOVAL AND DISPOSAL OF SPOIL. IN THE NOH SITUATION, THE BEDDING MATERIAL USED SHABE CHANGED TO A CLEAN I RL OR 0,751N. CRUSHED CK. INCLUDES ALL WORK AND CASE OF A WTION LL RO MATERIALS ASSWATED WITH CONNECTING i0 EXISTING PIPES AS DESCRIBED IN THE PUNS. DOCI STANDARD M IN. DIAMETER MOM MANHOLE PAID PER EACH. MANHOLE TO BE INSTALLED PER DETAIL ON C SHEETS IN PLANS. THIS REM INCLUDES THE INSTALLATION OF MI EXTERIOR CHIMNEY SEAL THIS IS REM ALSO INCLUDES PROVIDING FRAMES AND LIDS WITH THE CITY LOGO FOR ALL MANHOLES EXCEPT FOR AT ETA. 1pN8, 42.52 L(DUBUQUE ST.) WHICH IS TO RECEIVE THE 251N, X 251X. AREA INTAKE FRAME AND GRATE OVER THE STANDARD MANHOLE PRECAST OPENING, INCLUDING ASSOCIATED ADJUSTING RINGS AS NEEDED. THIS REM INCLUDES BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL MATERIAL AND REMOVAL AND DISPOSAL OF SPOIL IN THE CASE OFA WET TRENCH SITUATION, THE BEDDING MATERIAL SHALL BE CHANGED TO A CLEAN 1 IN, OR 0.751N. CRUSHED ROCK. MAKE TOP AND THROAT REMOVAL AND REPLACEMENT PAIDASALUMPSUM. THIS RAL EM INCLUDES REMOVAL AND DISPOSOF THE EXISTING INTAKE TOPAND THROAT IDENTIFIED IN THE PLANS. CARE SHALL BE 78 TAKEN TO AVOID DAMAGE TO PORTIONS OF THE STRUCTURE TO REMAIN. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRAMMAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. RARE OF EXISTING ED JOINTS SHALL BE PROTECTED FOR REUSE WITH THE REPLACEMENT THROAT. INCLUDES A NEW CASTING WITH THE CRY LOGO. ALIEN INTAKE TOP REMOVAL AND REPLACEMENT W PAID AS A LUMP SUM. SALVAGE AND REINSTALL EUSTNG GRATES. ITEM INCLUDES HORIZONTAL SAW CUT AND ALL OTHER WORK IN ACCORDANCE WITH THE PVNS. REM INCLUMS BACKFILLING EXGVATON WITH GRANULAR BAGWELL AND REMOVAL AND DISPOSAL OF SPOIL. ENSURE THAT THE FINAL TOP ELEVATION MEETS THE NEW PROPOSED GRADE. SUMMARY SEWER SERVICE LINE PAID PER EACH. PIPE TO BE B PVC PER SPECIFICATIONS. REM INCLUDES TRUSS PIPE WYE AT THE 1S SEWER MAIN. FERNCO TWO OR SAND SERIES STRONG 01 BACK RC TO COUPLE TO EXISTING PIPE, ALL NECESSARY COUPLING FTTINGS. BEDDING AND BACKFILLING EXCAVATION WITH GRANULAR BACKFILL MATERAL, AND REMOVAL AND DISPOSAL OF SPOIL, IN THE CASE OFA WET TRENCH SITUATION, THE BEDDING MATERIAL USED SHALL BE CHANGED TOA CLEAN 1 IN. OR 0.751N. CRUSHED ROCK TRENCH FOUNDATION MATERIAL 82 PAID PER TON. ESTIMATED QUANTITY IS BASED ON 25% OF THE STORM PIPE AND WATER MAIN LENGTHS AND A DEPTH OF 121N. AND WIDTH OF OR IN, MATERIAL SHALL MATCH THAT AS DESCRIBED ON SHEET CWS. INCLUDES COST TO OVER -EXCAVATE AND DISPOSE OF SPOIL. IF NECESSARY. WORK COULD INVOLVE THICKNESSES OF MATERAL EXCEEDING W IN, BUT SHALL NOT EXCEED W IN. genus [ landsmpe architect ] FIL15 325 EAST STM STREET MOINES IA 50309 03 284 1010 � 1016 FEB 16 EN WWW'I CITY aUS-LA.COM ��AEERCHREGT 72MOSON ARCHITECTS COLLEGE STREET, STE. 303 IOWA CIT . OW)CW1A U240 CIVIL ENGINEER SHOEMMER8HAAIAND 160 HOLIDAY ROAD CORALVILLE, A 52241 P 319,351.7150 SRF CONSULTING ONE CARLSON PARKWAY NORTH STE 150 MINNEAPOLIS, MN 55M7-0443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, 1A 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5958 IOWA CITY, A .e.r Ot OD2W2017 IDA. DO 02 OR OOMIT 100%DD W 114182017 50%CD 04 12120GOIT 114%CD 0 01R612018 BID SET SO AD CCIEHIPNISS ESTIMATED REFERENCE INFORMATION ISOM 0007 ESTIMATED REFERENCE INFORMATION REM NO DESCRIPTION ErN6UM1NN MONtSOS NARCHITECTS INSTALLATION OF UNDERGROUND ELECTRKAL 838808 THIS WORK INCLUDES THE INSTALLATION OF CONCUR, WIRING AND FINAL ELECTRICAL CONNECTIONS OF THE ELECTRICAL EQUIPMENT AS INDICATED ON THE P 319.3387878 FUNS. THE CONTRACTION WILLBE PAID ME UNIT PRICE PER LINEAR FOOT. 114 HMDMOLE JUNCTION BOX W THIS WORK INCLUDES THE INSTALLATION OF HAADHOLES AS INDICATED ON THE PLANS. THE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH. CONTROLCMINU M THIS WORK INCLUDES THE INSTALLATION OF CONTROL CABINET, CONTROLS, AND FINAL ELECTRICAL CONNECTIONS OF THE ELECTRICAL EOUIPMENTAS INDICATED ON THE PLAINS. 1 NE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH. INSTIRLATION OF PEDOC POWER PEDESTAL AHO fOOTINO 80-90 THIS WORK INCLUDES THE INSTALLATION OF POWER PEDESTALS, ELECTRICAL OUTLETS. FOOTINGS. AND FINAL ELECTRKALCONNECTIONS OF THE WIRING AS INDICATED ON THE PLANS. THE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH, 115 STAGE SUPPORT: WATERPROOF UILGRADE BOXES AND 121N. CABLE SLEEVE 91 LUMP SUM PRICE FOR THIS WORK INCLUDES THE INSTALLATION OF IN -GRADE BOXES PER 2A.508 AND CABLE SLEEVE PER ALLI. CABLE SLEEVE IS 121N, DIAMETER PVC OR STEEL PIPE. VERIFY RADIUS REQUIREMENTS. GRIND ALL EDGES SHOWN TRAFFIC SIGNAUETATION OPERATING WEIGHTOF 8,000 POUNDS- PROOF ROLLING TO BE REVIEWED IN THE FIELD BY TINY OF IOWA CITY ENGINEERING. CORRECTION OF SUBGRADE TRAFFIC SIONAI2ATKN AFTERPROOFROLLINGWILLBEPAIDASEXTRAWORK,PERUX VAMN.CIJKSIOUNSURABLEIITEMNO.Ml. THIS WORK INCLUDES SUPPLYING EQUIPMENT. LABOR, AND MATERIALS NECESSARY TO INSTALL. ERECT, AND OPERATE COMPLETE, FULLY FUNCTIONAL PAVEMEM TYPE E, S CM PAVER LEVEMNG BAND AT FXISTWG TOPPING SLAB TRAFFIC SIGNAL SYSTEM, INCLUDING BUT NOT UNITED TO TRAFFIC SIGNAL POLES, BASES, SIGNAL LIGHTS. WIRING. CONDUITS, HANOIOLEE, COWROLLER, 5EEDETAL34 l-REFERTONOTESONMATERALSPLMSHEETSL121-125FORLOCATIONOUA 1W.COLOR.ANDPATTERN.THISW SHALLCONSISTOF CABINET, STREET NAME SIGNS, COORDINATION WIN UTILITIES. TESTING, AND ALL OTHER MISCELLANEOUS HARDWARE, SOFTWARE OR MY OTHER ITEMS 92 NECESSARY TO COMPLETE THE TRAFFIC SIGNAL SYSTEM IN PLACE. THIS REM SHALL BE PAD FORAS A LUMP SUM FEE. THE PRICE SHALLBE FULL FOR PAVERS FOR WHICH PAYMENT WILLBE MADE IS THE NUMBER OF SQUARE YMOS OF INSTALLED PAVERS ASACCEFTED BY THE CITY ENGINEER. THE ITEM COMPENSATION FOR ALL MATERIALS, LABORAND EQUIPMENT, TOCUSAND INCIDENTALS NECESSARY TO COMPLETE THE WORK. THIS WORKALSO INCLUDES PAVERS SHALL BE PAID FORATTHE CONTRACT UNIT PRICE PER SQUARE YARD. THIS PRICE SHALL BE FULL COMPENSATION FOR ALL MATERIALS. IABORAND INSTALLING CRY FURNISHED MATERIALS FOR THE TRAFFIC SIGNAL SYSTEM AS NOTED IN THE PLANS AND SPECIFICATIONS. CITY FURNISHED ITEMS INCLUDE EQUIPMENT, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK THE CONTROLLER. CABINET, 18' RISER AND ACCESSORIES; BATTERY SACK -0P SYSTEM; VEHICULAR AND PEDESTRIAN SIGNAL HEADS: MD 14MD 16' HEIGHT PAVEMENT TYPE F, B CM PAVER WRHMpHALT BETTING BED AT EMSIING VAULT ALUMINUM PEDESTAL POLES. LIGHTING 117 PEDESTRMN AND ROADWAY LNH WAND ACCENT LINTO ) 91105 THIS ITEM INCLUDES ALL WORK REQUIRED TO INSTALL THE LIGHTING UNITS AS DETAILED INTOE PROJECT ALMS INCLUDING HEM, POLE. AND POLE MOUNTING. EXCLUDES WIRING. THE CONTRACTOR WILL BE PAD THE UNIT PRICE FOR EACH. PAVING AND HMDSCAM EQUIPMENT, TOOLS. AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. COLUMN FOUNDATIONS [PERMANENT STAGE CANOPY I PAVEMENT TYPE G, GRANITE PAVER MD GROM SETTING BED INCLUDES ALL EXCAVATING AND BACKFILLING REWIRED FOR CONSTRUCTION OF THE COLUMN FOUNDATIONS. THIS WORK SHALL CONSIST OF ALL IN EARTHWORK, INSTALLATION OF HELICAL PILES, CONCRETE FORMWORK, CONCRETE PLACEMENT, REINFORCING AND REBM COOKERS AS INDICATED IN THE SHOWNONDETAIL. SEE W14 FORGRANITESCHEDULE. THE QUANTITY FORPAVERSPORWHICHPAYMENTWILLBE MADE ISMS NUMBEROF SQUARE FEETOF STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PUNT INSPECTION AS DEFINED IN THE APPLICABLE IDOT INSTALLED PAVERS AS ACCEPTED BY THE CITY ENGINEER. THE REM PAVERS SHALL BE PND FOR ATTHE CONTRACT UNIT PRICE PER SQUARE FEET. THIS PRICE STANDARD SPECIFIFATIONS. SHAL BE FULL COMPENSATION FOR ALL MATERIALS, LABORMD EQUIPMENT, TOWSAND INCIDENTALS NECESSARY TO COMPLETE THE WORK THIS REM COLUMN FOUNDATIONS [ BHMP SHADE STRUCTURE INCI-MESALL MATERIALS. LABORANU EQUIPMENT TO CLEAN AND REGRWTALL GRANITE PAVER JOINTS AT WEATHER DANCE FOUNTAIN. INCLUDES ALL EXCAVATING AND BACKFILUNG REQUIRED FOR CONSTRUCTION OF THE COLUMN FOUNDATIONS. THIS WORK SHALL CONSIST OF ALL 107 EARTHWORK, INSTALLATION OF HELICAL PILES. CONCRETE FORMWORK CONCRETE PLACEMENT, REINFORCING AND RESAR COUPLERS AS INDICATED IN THE SEE DETAIL 81501. THE CONTRACTOR WILL BE PAD THE CONTRACT UNIT PRICE PER LINEAR FOOT. STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE IDOT PAVEMENT TYPE B, 9 IN. INTEGRAL COLORS) CONCRETE AT WEATHER DANCE FOUNTAIN STANDARD SPECIFICATIONS. BEE DETAIL 15flLW1. REFER TO NOTES ON MATERIALS PLAN SHEET LL 22 AND JOINTING PLAN SHEET L132 FOR LOCATION AND QUANTITY. THE CONTRACTOR LIMESTONE PLANTER WALL FOUNDAMN SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE IDOT STANDARD SPECIFICATIONS. ALSO INCLUDED INCLUDES ALL EXCAVATING AND BACKFILLING REWIRED FOR CONSTRUCTION OF THE WALL FOUNDATIONS. THIS WORK SHALL CONSIST OF ALL EARTIM'OPo( IDB CONCRETE FORMWORK, CONCRETE PLACEMENT AND REINFORCING AS INDICATED IN THE STRUCTURAL DRAWINGS. THE CONTRACTOR WILL BE PAID THE AND MINTING AS SHOWN ON FLANS AND DETAILS. THIS REM SHAUL INCLUDE ALL INTEGRAL COLOR PER SPECIFICATION 03351) COLORED CONCRETE FINISHES. CONTRACT UNIT PRICE PER CUBIC YARD. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED N THE THE COMPACTOR WILL BE PAID TILE CONTRACT UNIT PRICE PER SQUARE YARD. EXCAVATION TO SUBGRADE INCIDENTAL. PREPARATION AND COMPACTION OF APPLICABLE ]COT STANCMD SPECIFICATIONS. SLEEVES AT FOUNDATION PENETRATIONS INCIDENTAL TO THIS REM. MODIFIED SUBBASE PAID UNDER SEPARATE REM. THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMENT TYPE A, S IN. POC SDEVIALK AND PEDESTRIAN AMPS PAVEMENT PER IOWA IDOT I.M. 393 (ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY MATURITY METHOD). SEE DETAIL 145111. REFER TO NOTES ON MATERIALS PLAN SHEETS 1121-125 AND JOINTING PUN SHEER -1311135 FOR LOCATION AND QUANTITY. TIE POC STEP CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE IDJT STANDARD SPECIFICATIONS. IN ALSO INCLUDED WITH THIS REM IS EXCAVATION TO PLACE FORMS AND PAVEMENT AT REWIRED ELEVATIONS, FORMING, SUPPLY AND PLACEMENT OF DUTIES OF CERTIFIED PIAN INSPECTION M DEFINED IN TME APPLICABLE IDOT STANDARD SPECIFICATIONS. ALSO INCLUDED WITH THIS ITEM M EXCAVATION CONCRETE AND FINISHING AND JOINING AS SHOWN ON PLANS AND DETAILS. THIS SHALL INCLUDE ALL PREPARATIONS FOR DETECTABLE WARNING PLATES. TO PUCE FORMS AND PAVEMENT AT REQUIRED ELEVATIONS,FORMING, SUPPLY AND PLACEMENT OF FINISHING OF CONCRETE AND MIMING AS SHOWN ON THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. EXCAVATION TO BEECHAM M INCIDENTAL. PREPARATION AND COMPACTION OF PUNS AND DETAILS. THE CONTRACTOR WILL BE PAD THE CONTRACT UNIT PRICE PER LINEAR FOOT. EXCAVATION TO SUBGRME INCIDENTAL. PREPARATION MODIFIED SUBBASE PAID UNDER SEPARATE ITEM. THE CONTRACTOR SHAL USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF TIE PCC AND COMPACTION OF MODIFIED SUBBASE PAID UNDER SEPARATE REM. THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE THE PAVEMENT PER IOWA] DOT AL383ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY MATURITY METHOD). STRENGTH OF THE PCC PAVEMENT PER IOWA ]COT I.M. 383 (ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY MATURRY METHOD. PAVEMENT TYPE B, B IN. POC CLINTON STREET PAVING AND CURB TYPE AAND CURB TYPE B PBG CURB TYPE BEE DETAIL MMI. REFER TO NOTES ON MATERIALS PLAN SHEETS L121-125 AND MINTING PLAN SHEETS L131 ALM FOR LCC BION AND QUANTITY. THE SEE DETAIL 1MLW t. THE UNIT PRICES FOR THESE ITEMS WILL BE PAD BASED ON THE NUMBER OF LINEAR FEET OF CURB TYPE 0 PER PLANS AND DUAL. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION M DEFINED IN THE APPLICABLE STANDARD IDOT SPECIFICATIONS. 0 ALSO INCLUDED WIN THIS REM IS EXCAVATION TO PLACE FORMS AND PAVEMENT AT REQUIRED ELEVATIONS FORMING SUPPLY AND PLACEMENT OF CONTRACTOR WILL BE PAD THE CONTRACT UNIT PRICE PER LINEAR FOOT. EXCAVATION TO SUBGRADE INCIDENTAL. PREPARATION AND COMPACTION OF CONCRETE AND N SHOWN ON PLANS AND DETAILS. THIS ITEM SHALL INCLUDE FCC CURB TYPE AMD PCC CURB TYPE B. THE MODIFIED SUBEASE PAID UNDER SEPARATE ITEM. THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC TRA T OF BE PAD THE CONTRACT UNIT PNCE PER SQUARE YARD. EXCAVATION TO SUBGRADE INCIDENTAL. PREPARATION AND COMPACTION CONTRACTOR ILLFINIMING PAID M C PAVEMENT PER IOWA IDOT I.M. 333 (ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY MATURITY METHOD). M SUBBASE UNDER SEPARATE ITEM. THE MOND SHALL USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC TRENCH DRAM AT WEATHER DANCE FOUNTAIN PAVEMENT MR IOWA CEMENT PAVEMENT PER IOWA LWT I.M. 3031ESTIMATE Of PORTLAND CEMENT CONCRETE STRENGTH BY MATURITY METHOD. SEE DETAIL IMLWI. THIS ITEM WILL BE MEASURED BY THE FOOT, BETWEEN THE LONGITUDINAL ENDS OF THE TRENCH DFWN ALONG THE PAVEMENT SURFACE, PAVEMENT TYPE C. B CM PAVER WITH BIND SETING BED AS INSTALLED, SEE DETAIL 31501. REFER TO NOTES ON MATERIALS PIAN SHEETS L121 -IM AND MINTING PIAN SHEETS L131--135 FOR LOCATION, COLOR AND PATTERN. THIS INSTALLATION OF SALVAGED LIMESTONE PLANTER WALL WORK SMALL CONSIST OF ME INSTALLATION OF PAVERS. AS SHOWN. INCIDENTAL TO THIS REM IS THE CURING OF PAVERS, SAND SETTING BED AS SHOWN M INSTALL CLEANED AND SALVAGED LIMESTONE PLANTER WALLS PER PLANS AND DETAILS. SEE G0111M13 LIMESTONE WALL SCHEDULE. THE CONTRACTOR WILL DETAILS, SHEET LWI. THE QUANTITY FOR PAVERS FOR WHICH PAYMENT WILL BE MADE IS THE NUMBER OF SQUARE YARDS OF INSTALLED PAVERS AS 111 ACCEPTED BY ME CITY ENGINEER THE ITEM PAVERS SHALL BE PAD FOR AT ME CONTRACT UNIT PRICE PER SQUARE YARO. THIS PRICE SHAL BE FULL UNITS. DOWELS. RODS AND FASTENING PLATES. COMPENSATION FOR ALL MATERIALS. LABOR AND EQUIPMENT, TOOLS. AND INCIDENTALS NECESSARY TO COMPLETE THE WORK ALL WATER VALVE POC BAND AT STAGE. POC SAID AT UNIT PAVERS. RASED PCC BAND AT STAGE. PCC EDGE AT SHARE PAM ADJUSTMENTS NOT ASSOCIATED WITH NEW WATER MAIN CONSTRUCTION IS INCIDENTAL TO PAVER WORK. WORK REWIRED TO MAKE ADJUSTMENTS SHALL BE SEE SHEET LA10 AND DETAIL iN250t. TME UNIT PRICES FOR THESE ITEMS WILL BE PND BASED ON THE NUMBER OF SQUARE YARDS OF PORTIAND CEMENT IN ACCORDANCE WITH THE DRYS WATER SPECIFICATIONS, UNIT PAVER A, 54,727 SF UNIT PAVER 8:872 SF I UNIT PAVER C: 2.212 SF I UNIT PAVER D: 7,582 SF I CONCRETE PAVEMENTS CONSTRUCTED AT THE SPECIFIED WIDTHS AND THICKNESSES. THE CONTRACTOR SHAL PERFORM NL REQUIRED OUPES OF UNIT PAVER F: 33 SF I UNIT PAVER IS 17 SR CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE MET STANDARD SPECIFICATIONS. ALSO INCLUDED WITH THESE ITEMS IS EXCAVATION TO PUCE PAVEMENT TYPE C. B IN. POC SUSSLM FORMS AND PAVEMENT AT REQUIRED ELEVATIONS. FORMING, SUPPLY, PLACEMENT AND FINISHING OF CONCRETE. EXCAVATION TO SUBGRADE INCIDENTAL. SEE DETAIL 32501. REFER TO NOTES ON FMTERWIS PIAN SHEETS L121A25 AND MINTING PLAN SHEETS 031{135 FORLOCATONMD WANTRY. THE THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE ME STRENGTH OF THE PCC PAVEMENT PER IOWA ]DOT I.M. 383 (ESTIMATE CE CONTRACTOR SHALL PERFORM ALL REWIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE LWT STANDARD SPECIFICATIONS. 112 ALSO INCLUDED WITH THIS ITEM IS EXCAVATION TO PLACE FORMS AND PAVEMENT AT REQUIRED ELEVATIONS, FORMING, SUPPLY AND PLACEMENT OF POC STAIR CONCRETE AND FINISHING AND MINTING AS SHOWN ON PLANS AND DETAILS. THE CONTRACTOR WILL BE PAD THE CONTRACT UNIT PRICE PER SQUARE YARD. THE WORK SHALL INCLUDE ALL EARTHWORK AND SUBBASE PRIOR TO INSTALLATION OF EACH CONCRETE STAIR SECTION AS DESCRIBED CN SHEET L5W. THE EXCAVATION TO SUBGRADE INCIDENTAL. PREPARATION AND COMPACTION OF MODIFIED SUBBASE PAID UNDER SEPARATE ITEM. TIME CONTRACTOR SHALL USE CONTRACTOR SHA[ PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN ME APPLICABLE IDOL STANDARD SPECIFICATIONS. THE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMENT PER IOWA ]DOT I.M. M (ESTIMATE OF PORTLAND CEMENT CONCRETE QUANTITY FOR ANIS ITEM FOR WHICH PAYMENT WILL BE MME IS EACH SET OF CONCRETE STAIRS INSTALLED AND ACCEPTED BY THE CITY ENGINEER. THE ITEM STRENGTH BY MATURITY METHOD. DRAINAGE MAT INCIDENTAL TO THIS ITEM PER DETAIL BL". CONCRETE STAIR SHALL BE PND FOR AT ME CONTRACT UNIT PRICE PER EACH. THE PRICE WALL SE FULL COMPENSATION FOR ALL MATERIALS. LABOR AND PAVEMENT TYPE D. B CM PAVER WITH ASPHALT SETTING BED AND MASTIC EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK SEE DETAIL MLN 1. REFER TO NOTES ON MATERIALS PLAN SHEETS [121-125 AND MIMING PLM SHEETS 031- LIS$ FOR LOCATION, QUANTITY, COLOR, AND PCC STAR HMMAIL PATTERN. THIS WORK SHALL CONSIST OF THE INSTALLATION OF PAVERS. M SHOWN. INCIDENTAL TO THIS REM IS THE CUTTING OF PAVERS, BITUMINOUS 113 SETING BED AS GROWN ON DETAILS, SHEET LWI. TIE QUANTITY FOR PAVERS FOR WHICH PAYMENT WILL BE MADE IS THE NUMBER OF SQUARE YARDS OF SHOWN ONSHEET UEM. THE QUANTITY FOR THIS ITEM FOR WHICH PAYMENT WILL BE LADE IS THE NUMBER OF LINEAR FEET INSTALLED AND ACCEPTED BY THE INSTALLED PAVERS AS ACCEPTED BY ME CITY ENGINEER. THE REM PAVERS SHAUL BE PAD FOR AT ME CONTRACT UNIT PRICE PER SGUARE YARD. THIS PRICE CITY ENGINEER. THIS REM SHALL BE PND FOR AT THE CONTRACT UNIT PRICE OF LINEN FEET, THIS PRICE SWILL FULL COMPENEATION FOR ALL MATERIALS. SHALL BE FULL COMPENSATION FOR ALL MATERIALS, LABOR AND EQUIPMENT. TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE TIE WORK. ALL WATER LABOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. VALVE ADJUSTMENTS NOT ABROGATED WITH NEW WATER MEAN CONSTRUCTION IS INCIDENTAL TO PAVER WORK WORK REQUIRED TO MAKE ADJUSTMENTS SHALL BE IN ACCORDANCE WITH THE OITYS WATER SPECIFICATIONS. ESTIMATED REFERENCE INFORMATION REM NO DESCRIPTION ErN6UM1NN MONtSOS NARCHITECTS PAVEMENT TYPE 0, S IN. PCC SUSSLAS AT CLINTON STREET CROSSWALKS }31 ,XOLLEGE STREET, STE- 303 �52240 TO NOTE LAN SHEETS LM 311135 FOR LOCATION AND QUANTRY. THE SEEDETM4ILW REFER NOTES PUN SHEETS Lt 21-125 AND JOINTING P 319.3387878 CONTRACT PERFORM ALL REWIRED DUTIES CERTIFIED PUNT INSPECTION AS IN THE APPLICABLE ]DOT STANDARD SPECIFICATIONS. 114 DED WI TO PL C TAT RED E11 SUPPLY ANOPLACEMEMOF PUCE FORMS ANDPAVEME ALISHING ITEM ISTINEXCAVATIONAS OF CONRTEAHIS CONTRACTOR WIFE BE PAID ME FINISHING OF CONCRETE AND JOINTING AS SHOWN PLANS AND DETAILS. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER TOR SH LL U EXCAVATION TO E ING PREPARATION AND COMPACTION OF MODIFIED SUBBASE PND UNDER SEPARATE ITEM. THE CONTRACTOR SHAM USE IO TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMENT PER IOWA ]DOT IN, 3B3 (ESTIMATE OF PORTLAND GENERA CONCRETE D OF TE TO DET. METHOD RI STRENGTH BY MATURITY METHOD). STRENGTH MODIFIED SUBBASE THE UNIT PRICE FOR THIS REM WILLBE PND BASED ON THE NUMBER OF CUBIC YARDS OF MODIFIED SUBBASE CONSTRUCTED AT THE SPECIFIED THICKNESSES. SEE DETAILS ON SHEET LED. OUTSIDE OF TREE DRIPLINES, PROOF ROLL WIN A TRUCK LOADED TO THE MAXIMUM SINGLE LEGAL AXLE GROSS WEIGHT (MASS) 115 OF MINX POUNDS (9.1MG). OPERATE THE TRUCK AT A WEED LESS THAN IO MPH (10 KIM), MAKE ONE PASS ON EVERY LANE. TILE SUBGRAM WILL BE CONSIDERED UNSTABLE IF. UNDER THE OPERATION OF THE LOADED TRUCK. THE SURFACE SHOWS YIELDING OR RUING OF MORE THAN 21N. (W MM) MEASURED FROM THE TOP TOME BOTTOM OF THE NET AT THE OUTSIDE EDGES. WITHIN TREE DRIPLINES. PROOF ROLL WIN A TRACKLOADER WITH OPERATING WEIGHTOF 8,000 POUNDS- PROOF ROLLING TO BE REVIEWED IN THE FIELD BY TINY OF IOWA CITY ENGINEERING. CORRECTION OF SUBGRADE AFTERPROOFROLLINGWILLBEPAIDASEXTRAWORK,PERUX VAMN.CIJKSIOUNSURABLEIITEMNO.Ml. PAVEMEM TYPE E, S CM PAVER LEVEMNG BAND AT FXISTWG TOPPING SLAB 5EEDETAL34 l-REFERTONOTESONMATERALSPLMSHEETSL121-125FORLOCATIONOUA 1W.COLOR.ANDPATTERN.THISW SHALLCONSISTOF 116 THEINSTALLATIONOFPAVERS,ASSHDWN.INCIDENTALTOTNISITEMISTHECUTTINGOFPAVERS,SWDSETTINGSEDMSHOWNWDETAR.THEOUANRY FOR PAVERS FOR WHICH PAYMENT WILLBE MADE IS THE NUMBER OF SQUARE YMOS OF INSTALLED PAVERS ASACCEFTED BY THE CITY ENGINEER. THE ITEM PAVERS SHALL BE PAID FORATTHE CONTRACT UNIT PRICE PER SQUARE YARD. THIS PRICE SHALL BE FULL COMPENSATION FOR ALL MATERIALS. IABORAND EQUIPMENT, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK PAVEMENT TYPE F, B CM PAVER WRHMpHALT BETTING BED AT EMSIING VAULT SEE DETAIL MUKH. REFERTO NOTES ON MATERIALS PIAN SHEETS 1121-125 FOR LOCATION, QUANTITY, COLOR, AND PATTERN. THIS WORK SHALCONSIBT OF 117 THE INSTALLATION OF PAVERS, AS SHOWN. INCIDENTALTO THIS ITEM ISMS CUTTING OF PAVERS, SAND SETTING BED AS SHOWN ON DETAIL. THE QUANTITY FOR PAVERS FOR WHICH PAYMENTWILL BE MAGE IS THE NUMBER OF SQUARE YARDS OF INSTALLED PAVERS AS ACCEPTED BY THE CITY ENGINEER. THE ITEM PAVERS SHALL BE PAD FORAT THE CONTRACT UNIT PRICE PER SWARF YARD. THIS PRICE SHALL BE FULL COMPENSATION FOR ALL MATERIALS, LABOR AND EQUIPMENT, TOOLS. AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. PAVEMENT TYPE G, GRANITE PAVER MD GROM SETTING BED SEE DETAIL TL501. REFER TO NOTES ON SHEET L401 FOR LOCATION AND QUANTITY. THIS WORK SIWLL CONSISTOF THE INSTALLATION OF GRANITE PAVERS AS 118 SHOWNONDETAIL. SEE W14 FORGRANITESCHEDULE. THE QUANTITY FORPAVERSPORWHICHPAYMENTWILLBE MADE ISMS NUMBEROF SQUARE FEETOF INSTALLED PAVERS AS ACCEPTED BY THE CITY ENGINEER. THE REM PAVERS SHALL BE PND FOR ATTHE CONTRACT UNIT PRICE PER SQUARE FEET. THIS PRICE SHAL BE FULL COMPENSATION FOR ALL MATERIALS, LABORMD EQUIPMENT, TOWSAND INCIDENTALS NECESSARY TO COMPLETE THE WORK THIS REM INCI-MESALL MATERIALS. LABORANU EQUIPMENT TO CLEAN AND REGRWTALL GRANITE PAVER JOINTS AT WEATHER DANCE FOUNTAIN. PAVEREWERESI WATPOINTINGMFA[0.28IM.X31H.X41X.GALVMI DSTEELANGLEI 119 SEE DETAIL 81501. THE CONTRACTOR WILL BE PAD THE CONTRACT UNIT PRICE PER LINEAR FOOT. PAVEMENT TYPE B, 9 IN. INTEGRAL COLORS) CONCRETE AT WEATHER DANCE FOUNTAIN BEE DETAIL 15flLW1. REFER TO NOTES ON MATERIALS PLAN SHEET LL 22 AND JOINTING PLAN SHEET L132 FOR LOCATION AND QUANTITY. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE IDOT STANDARD SPECIFICATIONS. ALSO INCLUDED in WITH THIS ITEM IS EXCAVATION TO PUCE FORMS AND PAVEMENT AT REQUIRED ELEVATIONS,FORMING, SUPPLY AND PLACEMEW OF FINISHING OF CONCRETE AND MINTING AS SHOWN ON FLANS AND DETAILS. THIS REM SHAUL INCLUDE ALL INTEGRAL COLOR PER SPECIFICATION 03351) COLORED CONCRETE FINISHES. THE COMPACTOR WILL BE PAID TILE CONTRACT UNIT PRICE PER SQUARE YARD. EXCAVATION TO SUBGRADE INCIDENTAL. PREPARATION AND COMPACTION OF MODIFIED SUBBASE PAID UNDER SEPARATE REM. THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMENT PER IOWA IDOT I.M. 393 (ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY MATURITY METHOD). POC STEP SEE DETAIL WMI. REFER TO NOTES ON MATERIALS PUN SHEETS L121-125 FOR LOCATION AND QUANTITY. TIME CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PIAN INSPECTION M DEFINED IN TME APPLICABLE IDOT STANDARD SPECIFICATIONS. ALSO INCLUDED WITH THIS ITEM M EXCAVATION IN TO PUCE FORMS AND PAVEMENT AT REQUIRED ELEVATIONS,FORMING, SUPPLY AND PLACEMENT OF FINISHING OF CONCRETE AND MIMING AS SHOWN ON PUNS AND DETAILS. THE CONTRACTOR WILL BE PAD THE CONTRACT UNIT PRICE PER LINEAR FOOT. EXCAVATION TO SUBGRME INCIDENTAL. PREPARATION AND COMPACTION OF MODIFIED SUBBASE PAID UNDER SEPARATE REM. THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMENT PER IOWA ]COT I.M. 383 (ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY MATURRY METHOD. PBG CURB TYPE SEE DETAIL 1MLW t. THE UNIT PRICES FOR THESE ITEMS WILL BE PAD BASED ON THE NUMBER OF LINEAR FEET OF CURB TYPE 0 PER PLANS AND DUAL. THE in CONTRACTOR SHALL PERFORM ALL REWIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE ]DOT STANDARD SPECIFICATIONS. THE CONTRACTOR WILL BE PAD THE CONTRACT UNIT PRICE PER LINEAR FOOT. EXCAVATION TO SUBGRADE INCIDENTAL. PREPARATION AND COMPACTION OF MODIFIED SUBEASE PAID UNDER SEPARATE ITEM. THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMENT PER IOWA IDOT I.M. 333 (ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY MATURITY METHOD). TRENCH DRAM AT WEATHER DANCE FOUNTAIN in SEE DETAIL IMLWI. THIS ITEM WILL BE MEASURED BY THE FOOT, BETWEEN THE LONGITUDINAL ENDS OF THE TRENCH DFWN ALONG THE PAVEMENT SURFACE, AS INSTALLED, INSTALLATION OF SALVAGED LIMESTONE PLANTER WALL 1p INSTALL CLEANED AND SALVAGED LIMESTONE PLANTER WALLS PER PLANS AND DETAILS. SEE G0111M13 LIMESTONE WALL SCHEDULE. THE CONTRACTOR WILL M PND THE CONTRACT UNIT PRICE FOR EACH SEGMENT OF LIMESTONE PLANTER WALL. UNIT PRICE INCLUDES, BM IS NOT LIMITED TO. PLACING LIMESTONE UNITS. DOWELS. RODS AND FASTENING PLATES. POC BAND AT STAGE. POC SAID AT UNIT PAVERS. RASED PCC BAND AT STAGE. PCC EDGE AT SHARE PAM SEE SHEET LA10 AND DETAIL iN250t. TME UNIT PRICES FOR THESE ITEMS WILL BE PND BASED ON THE NUMBER OF SQUARE YARDS OF PORTIAND CEMENT CONCRETE PAVEMENTS CONSTRUCTED AT THE SPECIFIED WIDTHS AND THICKNESSES. THE CONTRACTOR SHAL PERFORM NL REQUIRED OUPES OF 125 CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE MET STANDARD SPECIFICATIONS. ALSO INCLUDED WITH THESE ITEMS IS EXCAVATION TO PUCE FORMS AND PAVEMENT AT REQUIRED ELEVATIONS. FORMING, SUPPLY, PLACEMENT AND FINISHING OF CONCRETE. EXCAVATION TO SUBGRADE INCIDENTAL. THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE ME STRENGTH OF THE PCC PAVEMENT PER IOWA ]DOT I.M. 383 (ESTIMATE CE PORTLAND CEMENT CONCRETE STRENGTH BY MATURITY METHOD). POC STAIR THE WORK SHALL INCLUDE ALL EARTHWORK AND SUBBASE PRIOR TO INSTALLATION OF EACH CONCRETE STAIR SECTION AS DESCRIBED CN SHEET L5W. THE 126 CONTRACTOR SHA[ PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN ME APPLICABLE IDOL STANDARD SPECIFICATIONS. THE QUANTITY FOR ANIS ITEM FOR WHICH PAYMENT WILL BE MME IS EACH SET OF CONCRETE STAIRS INSTALLED AND ACCEPTED BY THE CITY ENGINEER. THE ITEM CONCRETE STAIR SHALL BE PND FOR AT ME CONTRACT UNIT PRICE PER EACH. THE PRICE WALL SE FULL COMPENSATION FOR ALL MATERIALS. LABOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK PCC STAR HMMAIL THIS WORK SHALL INCLUDE FABRICATION. POWDER COATING AND INSTALLATION OF ORNAMENTAL RAILING AT LOCATIONS INDICATED ON PUN SHEETS AND AS 127 SHOWN ONSHEET UEM. THE QUANTITY FOR THIS ITEM FOR WHICH PAYMENT WILL BE LADE IS THE NUMBER OF LINEAR FEET INSTALLED AND ACCEPTED BY THE CITY ENGINEER. THIS REM SHALL BE PND FOR AT THE CONTRACT UNIT PRICE OF LINEN FEET, THIS PRICE SWILL FULL COMPENEATION FOR ALL MATERIALS. LABOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. genus [ landscape architects ] '/ 325 EAST 5TM STREET L DB5 MOINES. IA 50309 �F�f 515 284 1010 2018 FEB 1S FN1((78}}7QQ��RRWWI C NU54L&.COM ;11 T Yt c IR ErN6UM1NN MONtSOS NARCHITECTS CIT }31 ,XOLLEGE STREET, STE- 303 �52240 P 319.3387878 CML ENGINEER SHOEMAKER B HAAAND 160 HOLIDAY ROAD CORALVILLE, N 52241 P 319.351.7150 SRF CONSULTING ONE CANLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447AU3 P763.475.0010 STRUCT(IWIL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, X52240 P 319.3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 210 MANEAPOUS, MN 55414 P 612.339.5958 PEDESTRIAN MAL IMPROVEMENTS ]DIV IY,N Ot OIRM2017 Tp%OO 02 0M3R2017 10D%DO 03 MOMMIT 501SCD 04 122P201T 100%CD 05 01`21sAMS BID SET BD .awe ACQ W� CC I ENI PN IBS ESTIMATED REFERENCE INFORMATION 16034 ��i ESTIMATED REFERENCE INFORMATION SHOWN REM NO DESCRIPTION o4rzerz017 row o0 PERENNIALS. FURNMNEDAXO INSTALLED ESTIMATED REFERENCE INFORMATION THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF PERENNIALS POINTED GOR EACH TYPE CLAW AND 912E SPECIFIED IN REM NO DESCRIPRON 12na2017 foow c0 MAINTENANCE AND WARRANtt A5 SPECIFIED. THE CONTRACTOR WILL BE PAID ME UNIT MICE FOR EACH. 01242010 BID SET GROUNOCOVE0. FURNISHED AND INSTALLED 1gp-igi THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF GROUNCCOVER PWJTED FOR EACH TYPE, CLASS AND SUE SPECIFIED, IN LOCATIONS MARKED BY THE LANDSCAPE ARCHRECT. INCLUDED WITH THESE ITEMS IS FURNISHING, DELIVERY, STORAGE. PREPARATION. PUNTING GRANITE STEM AND GRANITE PLATFORM BULBS. FURNISHED AND INSTALLED 16&1W THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF BULBS PWIIEO FOR EACH TYPE, CLAW AND SIZE SPECIFIED, IN LOCATIONS IL ED 123 SEE MATERIALS PLAN L1221113 FOR LOCATION AND QUANTITY. THIS WORK SMALL CONSIST OF ME PURCHASING OF WE GRMIITE AND INSTALLATION OF GRANITE STEPS MIDGRPNfTEPUTFORMAS SHOWN ON SHEETL406AND DETAIL lA401. THE QUMLTRY FOR GRANITE STEPS FOR WHICH PAYMENT WILL MAGE IS ME NUMBER OF SQUARE FEET OF INSTALLED GRANRE STEPS AS ACCEPTED BY THE CITY ENGINEER. THE ITEM SHALL BE PAID FOR ATTHE CONTRACT WARRANTY AS SPECIFIED. THE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH. MULCH [ J IN. TNILIQ1E88, DOUBLE SHREDDED HAPOWOOD BARK ] T tro UNIT PRICE PER SWARF FOOT. MIS PRICE SHML BE FULL COMPENSATION FOR ALE MATERIALS, LABOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. PLANS TO A 31N. DEPTH. MULCH IMTERMI SHALL BE APPROVED BY THE CRY ENGINEER BY VISUAL INSPECTION OF SAMPLE SUBMITTED. THE CONTRACTOR B 16 PM is CUTTING OF EXISTING LIMESTONE PLANTER WALL PIECES tii MLCWTS. LIBOR AND METERULLS TO FURNISH ANO INSTMLA WORNINGIRRIWnON SYSTEM SHALL BE PAIOON ALUMP SUM BASIS. WORKINCLUDES 129 THE CONTRACTOR WILL BE PAD THE CONTRACT UNR PRICE FOR ULN SQUARE AND SIPNGIR CUT. LIMESTONE WDLL PIECES ME121N. THICK, HEIGHTPND LENGTH VARIES. IRRKMTNR! SYSTEM J IN. PVL SCHEDULE <O BIEEVE 112 THE COMRACTOR WILL BE PAID WE CONTRACT UNIT PRICE PER LINEAR FOOT. MMEBTONF PLANTER WALL, HEN LIMESTONE WATERING FOR PLANTS 1i3 THE WMPSUM PRICE FORINTS WORK SHALL INCLUDE MOBILIZATION. LABOR. MATERNLS,M'DEpUIPMENT NECESSARY TO CONDUCT WATERING OF PUNTS TY CLEFTS In FURNISH AND INSTALL LIMESTONEPUMER WALLS PER PLANS AND DETAILS. MIT PRICE INCLUDES, AND IS NOT EMITTED TO, FURNISHING AND PLACING LIMESTONE UNITS, DOWELS. RODS AND FASTENING PLATES. ME CONiRNCTIXt WILL BE PAID WE CONTRACT UNIT PRICE PER EACH LIMWTONE WALL BEGMEM. 1i4 THIS WORK INCLUDES PURLHg51NG AND INSTMUTION OF SITE FURNISHINGS. THE QIMWNIY FOR THESE ITEMS FOR WHICH PAYMENT WILL BE MAOEETHE CITY, BlAL1L IU1wK Mxl vARX eTORr wAu BENCHES AND TABLES 1TS1T0 AT io,&, NUMBER OF EACH FURNISHINGS INSTALLED AND ACCEPTED BY ME CRY ENGINEER. THESE MMS SHALL BE PATO FOR AT THE CONTRACT UNIT PRICE OF EACH. THE WORK SHALL INCLUDE ALL BNIERIKS. LABOR AND EQUIPMENT REWIRED TO FABRICATE AND ERECT THE LIMESTONE STORY WALL INDICATED IN THE THE PRICES SHALL 0E FULL COMPENSATION FOR ALL MATERIALS, LIBOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. 131 DRAWINGS, WHICH INCLUDES AND IS NOT LIMITED TO FOUNDATION AND STEM WDLL, CMV CORE, LIMESTONE VENEER AND ANCHORS. LIMESTONE CAP BLOCK 1]9 THIS WORK INCLUDES PURCHASING AND MSTMUTION OF SITE FURNISHINGS, THE QUANTITY FOR THESE ITEMS FOR WHICH PAYMENT WILL BE MADE Is THE NUMBER OF EACH FURNISHINGS INSTALLED AND ACCEPTED BY ME CITY ENGINEER. THESE ITEMS SMALLBE PAID FOIL AT ME CONTRACT UNIT PRICE OF EACH. THE PRICES SHML BE FULL COMPENSATION FOR ALL MAMMALS, LABORgNO EQUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK AND STORY WPll CONTENT. THE CONTRACTOR WILL BE Pg10 THE CONTRACT UNIT PRICE FOR EACH. SLEEVES AT FOUNDATION PENETRATIONS INCIDENTAL TO THIS REM, WAYFlXDIXG NbSN THIS ITEM INCLUDES ALL MATERIALS. LIBOR, AND EQUIPMENT REpUIRED TO INSTALL THE wAYFINDING KI0.5K INDICATED IN THE DRAWINGS, WHICH INCLUDES 190 AND IS NOT LIMITED TO THE gOSK FOOTING. THIS WORK INCLUDES COORDINATION WITH QUALITY MANUFACTURING ON THEIR INSTALLATION OF THE UPPER METAL KIWKCABINETMID INTERIOR LIGHTING. THIS ITEM INCLUDEB FURNISHING MID INSTMUTION OF CAST STONE VENEER MIRE INCLUDINGAU. CLINTON STREET STORY WALL PAID THE UNIT PRICE FOR EACH QUALITY MANUFACTURING TEL (515)331-0300. PAVER -GRATE SYSTEM, IRONSMIIX n113 WORK INCLUDES PURCHASING AND INSTALLATION OF SUSPENDED PAVEMEMttPETREE GRATES. THE WANTRY MR THESE ITEMS FOR WHICH PAYMENT 132 THE WORK SWILL INCLUDE ALL. MATERIALS, LABOR AND EQUIPMENT REQUIRED TO FABRICATE AND ERECT THE LIMESTONE STORY WDLL INDICATED IN THE DRAWINGS. WHICH INCLUDES gNp IS HOT LIMITED TO FOUNDATION AND STEM WALL, CMU LORE, LIMESTONE VENEER AND ANCHORS. LIMESTONE CAP BLOCK UNIT PRICE OF EACH. THE PRICES SWLLL BE FULL COMPENSATION FORML MATERWL9, TABOR AND EQUIPMENT, TWLSMID INCIDENTALS NECESSARY TO COMPLETE THE WORT(. SPECWLnES.VgULT3 VAULT: 103 E. COLLEGE DEMO EXISnXO VAULT WALLS DOWN PER PLANS, FlLL AMD ABANDON 132 AND STORY WALL CONTENT. THE CONTRACTOR WILL BE Pglp THE CONTRACT UNIT PRICE FOR EPCH. PLAINS. SEE STRUCTURAL SHEET 3101. PETARFA 103 THE LUMP SUM PRICE FOR THIS ITEM INCLUOESALL MATEROLLS, UBORANO EQUIPMENT REQUIRED TOOEMO WALLS DONN PER FlAN M40 FIlL VAULT PER THE PIANS, SEE STRUCTURAL SHEET 5101. VAULT: JEFFERSON BUILDING VAULT DEMO EXISTING VAULT WALLS DOWN PER PLAN 154 THE LUMP SUM PRICE FOR THIS ITEM INCLUDES AU, MATERWLS, LIBOR AND EQUIPMENT REQUIRED TO DEMO WML9 DOWN PER PLAN, SEE STRUCTURAL THIB WORK SIWLL INCLUDE FURNISH AND INSTALLATION FOREVER UWN K9 GRASS WITH AGGREGATE BASE AT LOCATION INDICATED ON SHEET L121. $EE VAULT: 111 E COLLEGE STRUCTURAL REPAIRS 1W 133 DETAIL 41505. THE QUANTITY FOR THIS ITEM FOR WHICH PAYMENT WILL BE MADE I3 THE NUMBER OF SQUARE FEET INSTALLED AND ACCEPTED BY THE CITY PER THE PLANS AND SPECIFICATIONS AND INCLUDES. BUT ISNOT LIMITED TO DEMOLITION, MATERIAL DISPOSAL, REPLACEMENT OF MISTING STEEL FRAMING AND ROOF DECK. BEE STRUCTURAL SHEET 9101. VAULT: 111 E. COLLEGE WATERPROOFlNG iW ENGINEER THE CONTMLTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE FOOT. THIS PRICE SHNL INCLUDE FULL COMPENSATION FOR ALL MATERIELS, TABOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TEL COMPLETE THE WORK ALTERNATE 1. PERMANENT STAGE CANOPY AT WEATHER DANCE FOUNTAIN PERMANENT STAGE CANOPY AT WFATNE0. DANCE FOUNTAIN THE LUMP SUM PRICE FORINTS ITEM INCLUDES ALL MATERULLS.IABOR AND EQUIPMENT REQUIRED TO FABRICATEANDERECTTHE ADDITIONAL EXTENT OF DETECTABLE WARNING PLATES, CAST IRON STRULTUWIL CONCRETE FOUNDATION STARTING WITHINIIIN.OF TOP OF CONCRETE PAVING AT FOOTPRINT OFCMIOPYMLD ENTIRE CANOPY STRUCTURE ABOVE GRADE AS INDICATED W THE DRAWINGS AND SPECIFIED IN SECTIONS 033000, OS 1200, 033100, 035303, 03>500, AND 10 7316. WHICH INCLUDES AND 19 NOT LIMITED TO LIGHTING AND BANNER RIGGING. ALTERNATE 2. BUCK HAWK MINI PARK SHADE STRUCTURE BULK HAWK MINI PARK SHADE STRUCTURE 1N FURNIBHAND INSTALL TRUNCATED DOMES ON CON CRETE BASE PER DETAILS. TME pIMMITY FOR CAST IRON TRUNCATED DOMES FOR WXICH PAYMENT SHALL REMADE IS THE NUMBER OF SQUARE FEET OF INSTALL ED CAST IRON TRUNCATED DOMES AS ACCEPTED BY THE CRY ENGINEER ALL TABOR. EQUIPMENT, AN TOOLS REQUIRED FOR GUTTING CAST IRON TRUNCATED DOMES SHgLL BE CONSIDERED INCIDEMM.OETECTABLE WARNING PUTESARE TO BE PAINTED BRICK 180 STRUCTURAL CONCRETE FOUNDATION 6TMTING WITHIN 121N.OF TOP OF CONCRETE PAVING AT FOOTPRINT OF CANOPY AND ENTIRE 3IWDE STRUCTURE ABOVE GRADE AS INDICATED ON THE DIAMONDS AND SPECIFIED IN SECTIONS 0.T 3000.051200, 053100, 051500, AND 07 1243, WHICH INCLUDES AND ISNOT LIMITED TO LIGHTING AND CUSS PANEL DISPLAYS. RED. REMOVAL OF UNIT PAVERS [DEDUCT SASE BID REM 15] 135 GRANRE PAVER INLAY AT WEATHER DANCE FOUNTAIN SEE DETAIL 91L408, 1111,106 AND 101400. REFER TO NOTES ON SHEET L401 FOR LOCATION AND QUM4ntt. THIS WORKSHALL CONSIST OF THE INSTALLATION OF GRANITE PAVERS AS SHOWN ON DETAIL. SEE W14 FOR GRANITE SCHEDULE. THE QUANTITY FOR PAVERS FOR WHICH PAYMENT WILL BE MADE MTHE NUMBER Of SQUARE FEET OF INSTALLED PAVERS AS ACCEPTED BY THE CT' ENGINEER. THE REM PAVERS SHALL BE PAID FOR AT TME CONTRACT UNIT PRICE PER REMOVAL OF UNIT PAVERS THIS ITEM INCLUDES REMOVAL OF UNIT PAVERS. PAVERS ARE TO BE REMOVED BY HAND OR BY EQUIPMENT THAT W W NOT DAMAGE UNIT PAVERS. THIS REM 150 INCLUDES DISPOSAL OF ANY DAMAGED OR LUT PAVERS. ALTERNATE 3 WORK INCLUDES GLEANMG OF UNIT PAVERS, PPLLETIZINGTO PLASTIC PMLEISAND DELIVERING TO CRY LOT AT 625 MCWLLISTER. PAVERS WILL BECOME THE PROPERTY OF THE CRY OF IOWA LT'. THIS ITEM INCLUDES SUBSLAB REMOVAL. AU - SQUARE FEET. THIS PRICE SHML BE FULL COMPENSATION FORALL MATERIALS, LABOR AND EOUIPMEM, TOOLS ANO INCIDEMM9 NECESSARY TO COMPLETE THE WORK. GRANRE STEPS AND GRANITE PIRIFORM EGGING 13g INCLUDES ALL E%CAVATINGAND BACKFILLING REQUIRED FOR CONSTRUCTION OF THE FOOTING. THIS WORK SHALL CONSIST OF ALL EARTHWORM.CONCRETE FORMWORK. CONCRETE PLACEMENT AND REINFORCING AS INDICATED IN THE DRAWINGS. THE CONTRACTOR WILL RE Pg10 THE CONTRACT UNIT PRICE PER cuelc YARD. WILL BE PMD THE UNIT PRICE FOR EACH. L4GHT POLE FDonxG 137 FURNISH AND PUCE PCC FOOTING FOR PEDESTRIAN AND ROADWAY LIGHTS PER PIANS AND DETNLS.ICOMPLETE J INCLUDES SF, SA SAI, 9q2, BE, 501 POLES. UNIT MICE INCLUDES. AND I9 NOT LIMBED TO, REINFORCEMENT. CONDUIT PER DETAIL 45502. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRX:E FOR EACH. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PIPM INSPECTION AS DEFINED IN THE APPLICABLE TOOT STANDARD SPECIFICATIONS. PAVFMQ4T NAXgNW 130 THE UNIT PRICES FORINTS ITEM WILL BE PAID RASED ON THE NUMBER OF STATIONS INSTMLED BASED ONAAIN. WIDTH ANO THE NUMBER OF SYMBOLSAND LEGENDS PIACEp. WORK INCLUDES REMOVAL OF OLD MARKINGS AS APPLICABLE. PREP WORK UYOUi, SUPPLY AND PLACEMENT OF EPDXY PAINTPND CLAW BEADSAND PROTECTION DURING CURE. LAYOUT MUST REAPPROVED BY THE CITY ENGINEER TWT SPECIFICATION 2RT WILL GOVERN THIS REIA. 6QREEX AT TRANSFORMER 139 THE LUMP SUM PRICE FOR THIB REM INCLUDES ALL MATERIALS. LABOR. AND EQUIPMENT REWIRED TO FURNISH AND INSTALL THE SCREEN ATTRPNSFORMER PERTHE DRAWINGS, WHICH INCLUDESAND IS NOT LIMITED TO ALL ATTACHMENTS. HARDWARE AND FOOTINGS. LIMESTONE BENCH AND FOOTING Mo THIS WORK INCLUDES THE PURCHASINGAND INSTALLATION OF LIMESTONE BENCH AS INDICATED IN THE pMWINGS. WORK INCLUDES CUTTING, LEVELING AND INSTALLATION. REQUIRED, AND INCLUDES MI EXCAVATING AND flACKFIWNG REQUIRED FOR CONSTRUCTION OF THE FOOTING. THE CONTRACTOR WILLBE AS PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THEPPPLICPBLE IDOT STANDARD SPECIFlCATIONS. SLEEVES AT FOUNDATION PENETRATIONS INCIDENTAL TO THIB REM. INSTALLATION OF NEW LIMESTONE ART WALL AT WEATHER DANCE FOUNTAIN 141 THE DUMP SUM FOR THIS ITEM INCLUDES ALL MATERIALS, LIBOR AND EQUIPMENT REQUIRED TO FURNISH AND INSTALLTHE LIMESTONE ARTWMLS AT WEATHER DANCE FOUNTAIN PER THE DRAWINGS WHICH INCLUDES AND ISNOT LIMITED TO LIMESTONE UNITS. POROUS BACKFILL. FOUNDATION. 142 INSTALLATION OF SALVAGED LIMESTONE ART WALL FROM WEATHER DANCE FOUNTAIN ART PIECE THIS ITEM INCLUDES ALL MPTERIALS. LABOR AND EQUIPMENT REOUIREp TO FURNISH AND INSTALL THE SALVAGED LIMESTONE ART WALLS AT WEATHER DANCE NUNTMN MR ME DRAWINGS, WHICH INCLUDES M1015 NOT LIMITED TO LIMESTONE UNITS AND FOOTING. THE CONTRACTOR WILL BE PAID WE CONTRACT UNIT PRICE FOR FALX. BEE ART WALL PIECE tBL, t80AND 10E. BEE 6011-6013 LIMESTONE WALL SCHEDULE. WATERPROOFING NEW WATERPROOFIND AT MERGE ENTRY 103 THE WNTRACTOR WILL BE PATO THE CONTRACT UNIT PRICE PER SQUARE FOOT. LANpSCAPING MEND EXISTING pLAN11XG BOILS [APPLY FERTILItER PER MANUFACTURER'S RECOMMENDATIONS ] 144 THE LUMP BUM FOR THIS WORK INCLUDES ALL LIBOR. MATERIALS AND EQUIPMENT NECESSARY TO INSTALL SOIL AMENDMENTS IN EXISTING PLANTING AREAS AS INDICATED ON THE PLANS. SOIL AMENDMENT gT EXISTING TREES: BALANCED FERTILIZER 1212-12 AT MANUFACTURERS RECOMMENDED RATES. 143 PLANING SOILS THIS WORK INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL FIANnNG SOIL PER ME PLAINS MID DETAILS TOA DEPTH AS NOTED ON THE DRAWINGS UNLESSOTHERWISE NOTED. THIS REM WILL BE PAID BASED ON PLAN QUANTITY OF CUBIC TAROS OF PUNTING SOILS FURNISHED AND SPREAD. TREES, FURNISHED AND MSTALLEp REFER TO PIANS FOR LOCATION, QUIWTITY, 5¢E AND GENUS -SPECIES. THIS WORK INCLUDES ALL TABOR, MATERIALS AND EQUIPMENT To INSTALL TREES, AS SHOWN ON THE PLANS. TME CONTRACTOR SIULLTME LAKE TO INSTALL AND MAINTAIN TREES IN A STRAIGHT AND UPRIGHT POSITION. PLANT MATERIAL 14&152 SHOULD BE STAKED IN THE FIELD FOR APPROVAL PRIOR TO INSTALLATION q3 DIRECTED BY THE LANDSCAPE ARCHITECT. LOCATION ADJUSTMENTS MY BE NECESSARY. WNTRACTOR SHML PROVIDER ONE YEAR REPLACEMENT WARRANTY ON ALL TREES INSTALLED MIDPCCEPTED BY ME UNDSCAPEARCHITECT. THE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH. THIS REM INCLUDES FURNISHING AND INSTALLATION OF GATOR BAGS FOR THE WATERING OF NEW TREES. THE CONTRACTOR WILL BE PAID ME CONTRACT UNIT PRICE FOR EACH GATOR BAG INSTALLED .INCLUOED IN THIB PRICE IS THE FILLING OF THE GATOR BASS 14 TIMES PER WEEK PENDING RNNFML AND WEATHER CONDITIONS. SHRUBS, FURNISHED AND INSTALLED REFER TO PLANS FOR LOCATION. QUANTITY. SIZE AND GENUSSPECIES. THIS WORK INCLUDES ALL TABOR, MATERMLS AND EQUIPMENT TO INSTALL SHRUBS, AS 15}158 SHOWN ON THEPW4S.THE CONTRACTOR SWILL TAKE CARE TO INSTALL AND INONTAIN SHRUW INASTRAIGMAND UPRIGHT POSITION. PLANT MATEROIL SHOULD BE STAKED IN THE FIELD FOR APPROVAL PPKKt TO INSTALLATION AS DIRECTED BY THE U1Np5LME ARCHITECT. LOCATION ADJUSTMENTS MAY BE NECESSARY. LONIRACTOR SHALL PROVIDER ONE YEAR REPLACEMENT WARRANTY ON ALL SHRUW INSTALLED AND ACCEPTED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR ESTIMATED REFERENCE INFORMATION SHOWN REM NO DESCRIPTION o4rzerz017 row o0 PERENNIALS. FURNMNEDAXO INSTALLED 15&161 THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF PERENNIALS POINTED GOR EACH TYPE CLAW AND 912E SPECIFIED IN 101182017 Sow co LOCATIONS MARKED BY WE LANDSCAPE ARCHITECT. INCLUDED WITH THESE ITEMS IS FURNISHING. DELIVERY, STORAGE, PREPARATION. PLPNTING ANO 12na2017 foow c0 MAINTENANCE AND WARRANtt A5 SPECIFIED. THE CONTRACTOR WILL BE PAID ME UNIT MICE FOR EACH. 01242010 BID SET GROUNOCOVE0. FURNISHED AND INSTALLED 1gp-igi THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF GROUNCCOVER PWJTED FOR EACH TYPE, CLASS AND SUE SPECIFIED, IN LOCATIONS MARKED BY THE LANDSCAPE ARCHRECT. INCLUDED WITH THESE ITEMS IS FURNISHING, DELIVERY, STORAGE. PREPARATION. PUNTING MAINTENANCE AND WARRfwtt AS SPECIFIED. THE CONTRACTOR WILL gE Pg10 THE UNIT PRICE FOR EACH. BULBS. FURNISHED AND INSTALLED 16&1W THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF BULBS PWIIEO FOR EACH TYPE, CLAW AND SIZE SPECIFIED, IN LOCATIONS MARKED BY THE LANDSCAPE ARCHITECT. INCLUDED WITH THESE ITEMS IS FURNISHING, DELIVERY. STORAGE. PREPARATION, PLANTING PND MAINTENANCE P�IB WARRANTY AS SPECIFIED. THE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH. MULCH [ J IN. TNILIQ1E88, DOUBLE SHREDDED HAPOWOOD BARK ] T tro 1X13 WORK INCLUDES ALL LIBOR. MATERwLS ANOEWIPMEM NECESSARY TO INSTALL MULCH. FURNISH AND MSTgLL MULCH IN ARFAR AS MDICATEOO PLANS TO A 31N. DEPTH. MULCH IMTERMI SHALL BE APPROVED BY THE CRY ENGINEER BY VISUAL INSPECTION OF SAMPLE SUBMITTED. THE CONTRACTOR WILL BE PAID TME UNIT PRICE MR CUBIC YARD OF MULCH DELIVERED AND INSTALLED. IRRI44g7gN SYSTEM tii MLCWTS. LIBOR AND METERULLS TO FURNISH ANO INSTMLA WORNINGIRRIWnON SYSTEM SHALL BE PAIOON ALUMP SUM BASIS. WORKINCLUDES ENCLOSURE, RPZ, INSTMUTON OF METER. IRRKMTNR! SYSTEM J IN. PVL SCHEDULE <O BIEEVE 112 THE COMRACTOR WILL BE PAID WE CONTRACT UNIT PRICE PER LINEAR FOOT. WATERING FOR PLANTS 1i3 THE WMPSUM PRICE FORINTS WORK SHALL INCLUDE MOBILIZATION. LABOR. MATERNLS,M'DEpUIPMENT NECESSARY TO CONDUCT WATERING OF PUNTS PER32. 300 SITEPMENITIES LITTER RECEPTACLE, LANDSCAPE FORME, SgARBOROUGX 1i4 THIS WORK INCLUDES PURLHg51NG AND INSTMUTION OF SITE FURNISHINGS. THE QIMWNIY FOR THESE ITEMS FOR WHICH PAYMENT WILL BE MAOEETHE NUMBEROF EACH FURNISHINGS INSTMLED ANp ACCEPTED BY THE CITY ENGINEER THESE ITEMS SHALL BE PAID FOR AT THE CONTRACT UNIT PiUCE OF EACH. THE PRICES SHALL BE FULL COMPENSATION FOR ALL MATERIALS, LIBOR AND EWIPMENT, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. BENCHES AND TABLES 1TS1T0 THIS WORK INCLUDES PURCHASING AND INSTALLATION OF BITE FURNMHINGS. TME OUANTItt FOR THESE ITEMS FOR WHICH PAYMENT WILLBE MADE I9 THE NUMBER OF EACH FURNISHINGS INSTALLED AND ACCEPTED BY ME CRY ENGINEER. THESE MMS SHALL BE PATO FOR AT THE CONTRACT UNIT PRICE OF EACH. THE PRICES SHALL 0E FULL COMPENSATION FOR ALL MATERIALS, LIBOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. BKYCLE RACK, TYPEA B B 1]9 THIS WORK INCLUDES PURCHASING AND MSTMUTION OF SITE FURNISHINGS, THE QUANTITY FOR THESE ITEMS FOR WHICH PAYMENT WILL BE MADE Is THE NUMBER OF EACH FURNISHINGS INSTALLED AND ACCEPTED BY ME CITY ENGINEER. THESE ITEMS SMALLBE PAID FOIL AT ME CONTRACT UNIT PRICE OF EACH. THE PRICES SHML BE FULL COMPENSATION FOR ALL MAMMALS, LABORgNO EQUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK WAYFlXDIXG NbSN THIS ITEM INCLUDES ALL MATERIALS. LIBOR, AND EQUIPMENT REpUIRED TO INSTALL THE wAYFINDING KI0.5K INDICATED IN THE DRAWINGS, WHICH INCLUDES 190 AND IS NOT LIMITED TO THE gOSK FOOTING. THIS WORK INCLUDES COORDINATION WITH QUALITY MANUFACTURING ON THEIR INSTALLATION OF THE UPPER METAL KIWKCABINETMID INTERIOR LIGHTING. THIS ITEM INCLUDEB FURNISHING MID INSTMUTION OF CAST STONE VENEER MIRE INCLUDINGAU. ATTACHMENTS AND HARDWARE. CAST STONE RASE TO BE PURCHASED FROM EOWARDS CAST STEVE COMPANY TEL (563p50d535. THE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH QUALITY MANUFACTURING TEL (515)331-0300. PAVER -GRATE SYSTEM, IRONSMIIX n113 WORK INCLUDES PURCHASING AND INSTALLATION OF SUSPENDED PAVEMEMttPETREE GRATES. THE WANTRY MR THESE ITEMS FOR WHICH PAYMENT 101 WILL BE MADE IS THE NUMBER OF EACH TREE GRATE INSTALLED AND ACCEPTED BY THE CT' ENGINEER. THESE ITEMS SIW11 W PMO FOR AT ME CONTRACT UNIT PRICE OF EACH. THE PRICES SWLLL BE FULL COMPENSATION FORML MATERWL9, TABOR AND EQUIPMENT, TWLSMID INCIDENTALS NECESSARY TO COMPLETE THE WORT(. SPECWLnES.VgULT3 VAULT: 103 E. COLLEGE DEMO EXISnXO VAULT WALLS DOWN PER PLANS, FlLL AMD ABANDON 132 THE LUMP SUM PRICE FOR THIS ITEM INCLUDES ALL MATERIALS, UBORANO EQUIPMENT REQUIRED TO DEMO Wgl15 DOWN PER %ANAND FILL VAULT PER THE PLAINS. SEE STRUCTURAL SHEET 3101. VAULT: tl2 S. LLINTON DEMO EgSnNO VAULT WALLS DOWN PER PLANS, FILLAXDABANDON 103 THE LUMP SUM PRICE FOR THIS ITEM INCLUOESALL MATEROLLS, UBORANO EQUIPMENT REQUIRED TOOEMO WALLS DONN PER FlAN M40 FIlL VAULT PER THE PIANS, SEE STRUCTURAL SHEET 5101. VAULT: JEFFERSON BUILDING VAULT DEMO EXISTING VAULT WALLS DOWN PER PLAN 154 THE LUMP SUM PRICE FOR THIS ITEM INCLUDES AU, MATERWLS, LIBOR AND EQUIPMENT REQUIRED TO DEMO WML9 DOWN PER PLAN, SEE STRUCTURAL SHEET 5103. VAULT: 111 E COLLEGE STRUCTURAL REPAIRS 1W THE LUMP SUM PRICE FOR THIS ITEM INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT REWIRED TO REPLACE DAMAGED PORTIONS OF THE E%ISnNG VAULT PER THE PLANS AND SPECIFICATIONS AND INCLUDES. BUT ISNOT LIMITED TO DEMOLITION, MATERIAL DISPOSAL, REPLACEMENT OF MISTING STEEL FRAMING AND ROOF DECK. BEE STRUCTURAL SHEET 9101. VAULT: 111 E. COLLEGE WATERPROOFlNG iW PMD LUMP SUM FOR THIS REM INCLUDES MI MATERIAL, LIBOR AND EQUIPMENT REWIRED TO INSTALL WATERPROOFING SYSTEM. ALTERNATE 1. PERMANENT STAGE CANOPY AT WEATHER DANCE FOUNTAIN PERMANENT STAGE CANOPY AT WFATNE0. DANCE FOUNTAIN THE LUMP SUM PRICE FORINTS ITEM INCLUDES ALL MATERULLS.IABOR AND EQUIPMENT REQUIRED TO FABRICATEANDERECTTHE ADDITIONAL EXTENT OF lBi STRULTUWIL CONCRETE FOUNDATION STARTING WITHINIIIN.OF TOP OF CONCRETE PAVING AT FOOTPRINT OFCMIOPYMLD ENTIRE CANOPY STRUCTURE ABOVE GRADE AS INDICATED W THE DRAWINGS AND SPECIFIED IN SECTIONS 033000, OS 1200, 033100, 035303, 03>500, AND 10 7316. WHICH INCLUDES AND 19 NOT LIMITED TO LIGHTING AND BANNER RIGGING. ALTERNATE 2. BUCK HAWK MINI PARK SHADE STRUCTURE BULK HAWK MINI PARK SHADE STRUCTURE THE LUMP SUM PRICE FOR THIS ITEM INCLUDES ALL MATERIALS, LABOR, AND EQUIPMENT REQUIRED TO FABRIGTE AND ERECT THE AWITpWLL E%TENT OF 180 STRUCTURAL CONCRETE FOUNDATION 6TMTING WITHIN 121N.OF TOP OF CONCRETE PAVING AT FOOTPRINT OF CANOPY AND ENTIRE 3IWDE STRUCTURE ABOVE GRADE AS INDICATED ON THE DIAMONDS AND SPECIFIED IN SECTIONS 0.T 3000.051200, 053100, 051500, AND 07 1243, WHICH INCLUDES AND ISNOT LIMITED TO LIGHTING AND CUSS PANEL DISPLAYS. PLTERNATE 3. REMOVAL OF UNIT PAVERS REMOVAL OF UNIT PAVERS [DEDUCT SASE BID REM 15] 180 DEDUCT BASE BID REM 15. REMOVAL OF UNIT PAVERS THIS ITEM INCLUDES REMOVAL OF UNIT PAVERS. PAVERS ARE TO BE REMOVED BY HAND OR BY EQUIPMENT THAT W W NOT DAMAGE UNIT PAVERS. THIS REM 150 INCLUDES DISPOSAL OF ANY DAMAGED OR LUT PAVERS. ALTERNATE 3 WORK INCLUDES GLEANMG OF UNIT PAVERS, PPLLETIZINGTO PLASTIC PMLEISAND DELIVERING TO CRY LOT AT 625 MCWLLISTER. PAVERS WILL BECOME THE PROPERTY OF THE CRY OF IOWA LT'. THIS ITEM INCLUDES SUBSLAB REMOVAL. AU - BOTH PCC AND HMA THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. WILL BE PMD THE UNIT PRICE FOR EACH. ESTIMATED REFERENCE INFORMATION SHOWN REM NO DESCRIPTION o4rzerz017 row o0 PERENNIALS. FURNMNEDAXO INSTALLED 15&161 THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF PERENNIALS POINTED GOR EACH TYPE CLAW AND 912E SPECIFIED IN 101182017 Sow co LOCATIONS MARKED BY WE LANDSCAPE ARCHITECT. INCLUDED WITH THESE ITEMS IS FURNISHING. DELIVERY, STORAGE, PREPARATION. PLPNTING ANO 12na2017 foow c0 MAINTENANCE AND WARRANtt A5 SPECIFIED. THE CONTRACTOR WILL BE PAID ME UNIT MICE FOR EACH. 01242010 BID SET GROUNOCOVE0. FURNISHED AND INSTALLED 1gp-igi THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF GROUNCCOVER PWJTED FOR EACH TYPE, CLASS AND SUE SPECIFIED, IN LOCATIONS MARKED BY THE LANDSCAPE ARCHRECT. INCLUDED WITH THESE ITEMS IS FURNISHING, DELIVERY, STORAGE. PREPARATION. PUNTING MAINTENANCE AND WARRfwtt AS SPECIFIED. THE CONTRACTOR WILL gE Pg10 THE UNIT PRICE FOR EACH. BULBS. FURNISHED AND INSTALLED 16&1W THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF BULBS PWIIEO FOR EACH TYPE, CLAW AND SIZE SPECIFIED, IN LOCATIONS MARKED BY THE LANDSCAPE ARCHITECT. INCLUDED WITH THESE ITEMS IS FURNISHING, DELIVERY. STORAGE. PREPARATION, PLANTING PND MAINTENANCE P�IB WARRANTY AS SPECIFIED. THE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH. MULCH [ J IN. TNILIQ1E88, DOUBLE SHREDDED HAPOWOOD BARK ] T tro 1X13 WORK INCLUDES ALL LIBOR. MATERwLS ANOEWIPMEM NECESSARY TO INSTALL MULCH. FURNISH AND MSTgLL MULCH IN ARFAR AS MDICATEOO PLANS TO A 31N. DEPTH. MULCH IMTERMI SHALL BE APPROVED BY THE CRY ENGINEER BY VISUAL INSPECTION OF SAMPLE SUBMITTED. THE CONTRACTOR WILL BE PAID TME UNIT PRICE MR CUBIC YARD OF MULCH DELIVERED AND INSTALLED. IRRI44g7gN SYSTEM tii MLCWTS. LIBOR AND METERULLS TO FURNISH ANO INSTMLA WORNINGIRRIWnON SYSTEM SHALL BE PAIOON ALUMP SUM BASIS. WORKINCLUDES ENCLOSURE, RPZ, INSTMUTON OF METER. IRRKMTNR! SYSTEM J IN. PVL SCHEDULE <O BIEEVE 112 THE COMRACTOR WILL BE PAID WE CONTRACT UNIT PRICE PER LINEAR FOOT. WATERING FOR PLANTS 1i3 THE WMPSUM PRICE FORINTS WORK SHALL INCLUDE MOBILIZATION. LABOR. MATERNLS,M'DEpUIPMENT NECESSARY TO CONDUCT WATERING OF PUNTS PER32. 300 SITEPMENITIES LITTER RECEPTACLE, LANDSCAPE FORME, SgARBOROUGX 1i4 THIS WORK INCLUDES PURLHg51NG AND INSTMUTION OF SITE FURNISHINGS. THE QIMWNIY FOR THESE ITEMS FOR WHICH PAYMENT WILL BE MAOEETHE NUMBEROF EACH FURNISHINGS INSTMLED ANp ACCEPTED BY THE CITY ENGINEER THESE ITEMS SHALL BE PAID FOR AT THE CONTRACT UNIT PiUCE OF EACH. THE PRICES SHALL BE FULL COMPENSATION FOR ALL MATERIALS, LIBOR AND EWIPMENT, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. BENCHES AND TABLES 1TS1T0 THIS WORK INCLUDES PURCHASING AND INSTALLATION OF BITE FURNMHINGS. TME OUANTItt FOR THESE ITEMS FOR WHICH PAYMENT WILLBE MADE I9 THE NUMBER OF EACH FURNISHINGS INSTALLED AND ACCEPTED BY ME CRY ENGINEER. THESE MMS SHALL BE PATO FOR AT THE CONTRACT UNIT PRICE OF EACH. THE PRICES SHALL 0E FULL COMPENSATION FOR ALL MATERIALS, LIBOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK. BKYCLE RACK, TYPEA B B 1]9 THIS WORK INCLUDES PURCHASING AND MSTMUTION OF SITE FURNISHINGS, THE QUANTITY FOR THESE ITEMS FOR WHICH PAYMENT WILL BE MADE Is THE NUMBER OF EACH FURNISHINGS INSTALLED AND ACCEPTED BY ME CITY ENGINEER. THESE ITEMS SMALLBE PAID FOIL AT ME CONTRACT UNIT PRICE OF EACH. THE PRICES SHML BE FULL COMPENSATION FOR ALL MAMMALS, LABORgNO EQUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK WAYFlXDIXG NbSN THIS ITEM INCLUDES ALL MATERIALS. LIBOR, AND EQUIPMENT REpUIRED TO INSTALL THE wAYFINDING KI0.5K INDICATED IN THE DRAWINGS, WHICH INCLUDES 190 AND IS NOT LIMITED TO THE gOSK FOOTING. THIS WORK INCLUDES COORDINATION WITH QUALITY MANUFACTURING ON THEIR INSTALLATION OF THE UPPER METAL KIWKCABINETMID INTERIOR LIGHTING. THIS ITEM INCLUDEB FURNISHING MID INSTMUTION OF CAST STONE VENEER MIRE INCLUDINGAU. ATTACHMENTS AND HARDWARE. CAST STONE RASE TO BE PURCHASED FROM EOWARDS CAST STEVE COMPANY TEL (563p50d535. THE CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH QUALITY MANUFACTURING TEL (515)331-0300. PAVER -GRATE SYSTEM, IRONSMIIX n113 WORK INCLUDES PURCHASING AND INSTALLATION OF SUSPENDED PAVEMEMttPETREE GRATES. THE WANTRY MR THESE ITEMS FOR WHICH PAYMENT 101 WILL BE MADE IS THE NUMBER OF EACH TREE GRATE INSTALLED AND ACCEPTED BY THE CT' ENGINEER. THESE ITEMS SIW11 W PMO FOR AT ME CONTRACT UNIT PRICE OF EACH. THE PRICES SWLLL BE FULL COMPENSATION FORML MATERWL9, TABOR AND EQUIPMENT, TWLSMID INCIDENTALS NECESSARY TO COMPLETE THE WORT(. SPECWLnES.VgULT3 VAULT: 103 E. COLLEGE DEMO EXISnXO VAULT WALLS DOWN PER PLANS, FlLL AMD ABANDON 132 THE LUMP SUM PRICE FOR THIS ITEM INCLUDES ALL MATERIALS, UBORANO EQUIPMENT REQUIRED TO DEMO Wgl15 DOWN PER %ANAND FILL VAULT PER THE PLAINS. SEE STRUCTURAL SHEET 3101. VAULT: tl2 S. LLINTON DEMO EgSnNO VAULT WALLS DOWN PER PLANS, FILLAXDABANDON 103 THE LUMP SUM PRICE FOR THIS ITEM INCLUOESALL MATEROLLS, UBORANO EQUIPMENT REQUIRED TOOEMO WALLS DONN PER FlAN M40 FIlL VAULT PER THE PIANS, SEE STRUCTURAL SHEET 5101. VAULT: JEFFERSON BUILDING VAULT DEMO EXISTING VAULT WALLS DOWN PER PLAN 154 THE LUMP SUM PRICE FOR THIS ITEM INCLUDES AU, MATERWLS, LIBOR AND EQUIPMENT REQUIRED TO DEMO WML9 DOWN PER PLAN, SEE STRUCTURAL SHEET 5103. VAULT: 111 E COLLEGE STRUCTURAL REPAIRS 1W THE LUMP SUM PRICE FOR THIS ITEM INCLUDES ALL MATERIALS, LABOR AND EQUIPMENT REWIRED TO REPLACE DAMAGED PORTIONS OF THE E%ISnNG VAULT PER THE PLANS AND SPECIFICATIONS AND INCLUDES. BUT ISNOT LIMITED TO DEMOLITION, MATERIAL DISPOSAL, REPLACEMENT OF MISTING STEEL FRAMING AND ROOF DECK. BEE STRUCTURAL SHEET 9101. VAULT: 111 E. COLLEGE WATERPROOFlNG iW PMD LUMP SUM FOR THIS REM INCLUDES MI MATERIAL, LIBOR AND EQUIPMENT REWIRED TO INSTALL WATERPROOFING SYSTEM. ALTERNATE 1. PERMANENT STAGE CANOPY AT WEATHER DANCE FOUNTAIN PERMANENT STAGE CANOPY AT WFATNE0. DANCE FOUNTAIN THE LUMP SUM PRICE FORINTS ITEM INCLUDES ALL MATERULLS.IABOR AND EQUIPMENT REQUIRED TO FABRICATEANDERECTTHE ADDITIONAL EXTENT OF lBi STRULTUWIL CONCRETE FOUNDATION STARTING WITHINIIIN.OF TOP OF CONCRETE PAVING AT FOOTPRINT OFCMIOPYMLD ENTIRE CANOPY STRUCTURE ABOVE GRADE AS INDICATED W THE DRAWINGS AND SPECIFIED IN SECTIONS 033000, OS 1200, 033100, 035303, 03>500, AND 10 7316. WHICH INCLUDES AND 19 NOT LIMITED TO LIGHTING AND BANNER RIGGING. ALTERNATE 2. BUCK HAWK MINI PARK SHADE STRUCTURE BULK HAWK MINI PARK SHADE STRUCTURE THE LUMP SUM PRICE FOR THIS ITEM INCLUDES ALL MATERIALS, LABOR, AND EQUIPMENT REQUIRED TO FABRIGTE AND ERECT THE AWITpWLL E%TENT OF 180 STRUCTURAL CONCRETE FOUNDATION 6TMTING WITHIN 121N.OF TOP OF CONCRETE PAVING AT FOOTPRINT OF CANOPY AND ENTIRE 3IWDE STRUCTURE ABOVE GRADE AS INDICATED ON THE DIAMONDS AND SPECIFIED IN SECTIONS 0.T 3000.051200, 053100, 051500, AND 07 1243, WHICH INCLUDES AND ISNOT LIMITED TO LIGHTING AND CUSS PANEL DISPLAYS. PLTERNATE 3. REMOVAL OF UNIT PAVERS REMOVAL OF UNIT PAVERS [DEDUCT SASE BID REM 15] 180 DEDUCT BASE BID REM 15. REMOVAL OF UNIT PAVERS THIS ITEM INCLUDES REMOVAL OF UNIT PAVERS. PAVERS ARE TO BE REMOVED BY HAND OR BY EQUIPMENT THAT W W NOT DAMAGE UNIT PAVERS. THIS REM 150 INCLUDES DISPOSAL OF ANY DAMAGED OR LUT PAVERS. ALTERNATE 3 WORK INCLUDES GLEANMG OF UNIT PAVERS, PPLLETIZINGTO PLASTIC PMLEISAND DELIVERING TO CRY LOT AT 625 MCWLLISTER. PAVERS WILL BECOME THE PROPERTY OF THE CRY OF IOWA LT'. THIS ITEM INCLUDES SUBSLAB REMOVAL. AU - BOTH PCC AND HMA THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. genus [landscape architects ] 325 EAST STM STREET DFS MOINES. IA 50309 T 515 284 1010 WWW.GENUS-LA.COM ARCHITECT NEIIM4NN MONSON ARCHITECTS 217 EAST COLLEGE STREET, STE.333 IOWA CITY, W52240 P 379.3307070 CIVIL ENGINEER SHOEMAKER B H44JpND 760 HOLIDAY ROAD CORALVILLE,W52241 P 318357.7156 ELECTRILALB TRAFFIC SIGNALQATON SRF CONSULTING ONE CARl50N PARKWAY NORTH, SIE. 150 MINNEAPOLIS, AN 554Od443 P 763A75.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.S IOWA CITY, IA 52240 P 319.333]050 LJGMING DESIGN SCHULERSNOOK 219 MAIN STREETSE, STE.200 MINNEAPOLIS, MN 55474 P 672339.5950 IOWA CITY, W wr m o4rzerz017 row o0 n 04307017 toow DO m 101182017 Sow co ro 12na2017 foow c0 OS 01242010 BID SET BD Ac CCI EHIPNIW ESTIMATED REFERENCE INFORMATION ALIGNMENT UNIT PAVERS CURB REMOVAL NO. STATION TOSTATON AREA (SY) STREET CLINTON STREET AREA (SF) REMARKS 2D+20.]6 2t+30.10 20+38.35 80.9 L tO8A2 20+41.22 2M21.15 21+30.33 21+09.47 BEGIN STATION END STATION SIDE LENGTH REMARKS LINK STREET 31.0 SEE OETAILML5D1 40+3IA5 41+19.59 L 05.14 23.73 60820 R 18 d 21a%.SD 23.02 OT L 16 JINN STREET CLINTON % N=6101%.4fi N=810509.37 1 40+57.5) 16.81 05124 L 20 E=2110201.% 2 41a0p.2B 14.89 YB609 L 12 N=011405.19 � STREET t0+%.W 96098 NW°43'12.83VY E=21A841A0 E=2177826.92 L4 LINK STREET 40+00.00 150.% N%°51'00.63W N=810139.82 N=810383.% BB2.40 16 2+85.09 -20.31 BB2.54 E =21TB2A329 E=2176241.% 23.64 BB1.ii 10 3+25.42 -20.% %1.TT 19 3+]4.50 %.49 68121 2D 3+88.48 -0397 679.60 21 4+04.35 -20.40 86121 az 4.1o.w 53.15 Bwze 23 N32.59 13.94 819.67 2I 4*33.94 -%.0] 681]1 2s awz.ee s3.% seo.z4 % 1+]6.83 -23.00 67945 2T 181.11 43.51 880.41 28 Say{.% 22.89 BT69T 2B Sa24.BT 43.22 880.38 30 Sa58.3T -23.27 BTB.% 3t S+B8.85 22.70 TLW SPP. 32 B+%.30 -09.53 33 fia53A1 2828 36 BN4.Y2 28.18 35 ]+Dt.% 26.07 q676,44 % ]+28.]3 28.08 37 ��.ED 25.% 3B T+8T.59 -34.15 39 7+08.55 25% ITS b 11N3.30 2194 41 11+fi3A0 21.55 880.82 42 11+83.24 21.51 680.35 43 1Tg3.60 -21.92 682.83 M 12+23.15 21.19 681.% 45 1283.89 -21.78 881.% 48 1281.11 T1.% 881.86 47 13wz9B -21.46 eaz.% ae 13+z1.1e z1.a9 eaz.lo 49 13+41.% -21.52 882.65 50 13143.80 44.32 682.6] 51 1381-03 71.51 882.70 52 1382.23 8593 882.9] 53 13+81.63 -21.83 88328 K 1a+2z.oT -zD.eo ee39e 13+3192 21.07 6&9.70 QUERCUS RUBRA 18.0' 121 13+10.16 -02.91 Ib ACER SACCHARUM 0.4' 120 12+23.16 11.94 681 72 SYRINGA SPP. T.5' 131 11+H262 9152 6W 43 ACER SACCHARUM 0.5 11.53.34 11+92.63 21.26 6W.61 ACER 54CGHARUM p�1;1 3.8955 it+53.36 02p 6]6]5 ACER SACCHARUM 10.0' [131: 4+19.61 41.60 6010) CERCI]CANAQENSIS 15.0'9q1.% 60.20 603.% ACERGINNAIA0.53+%.% -30.94 602.79 QUERCUS RUBPA 202' Ig7.12 d2.03 601.5) TIL015PP. 13.2' CL 1;41 iTY, IOiE�11 ALIGNMENT UNIT PAVERS PCC PAVEMENT 9" (REMOVAL) NO. STATION TOSTATON AREA (SY) STREET CLINTON STREET AREA (SF) REMARKS 2D+20.]6 2t+30.10 20+38.35 80.9 L tO8A2 20+41.22 2M21.15 21+30.33 21+09.47 R 108.18 2 LINK STREET 31.0 SEE OETAILML5D1 40+3IA5 41+19.59 L 05.14 ALIGNMENT UNIT PAVERS PCC PAVEMENT 9" (REMOVAL) NO. STATION TOSTATON AREA (SY) STATION TO STATION AREA(SY) REMARKS CLINTON STREET AREA (SF) REMARKS 1 20+20.87 20+38.35 80.9 2 20+41.22 2181.80 238.6 3 21+09.47 21+30.12 31.3 ALIGNMENT UNIT PAVERS DETECTABLE WARNINGS NO. STATION TOSTATON AREA (SY) gEMARK3 CLINTON STREET AREA (SF) REMARKS CLINTON STREET 1 20+3935 20+52.85 20+4].Y2 34.0 SEE OETAIL4A501 2 21g1.60 2 21+09.41 31.0 SEE OETAILML5D1 ALIGNMENT TABLE DETECTABLE WARNINGS W. STATION LENGTH OFFSET AREA (SF) REMARKS CLINTON STREET 8%.d2 02 20+52.85 1 20N3.32 23.02 W2691 R 18 2 20N3.% 22.% N%°1d'32.53"W L 16 3 21+05.]7 23.73 60820 R 18 d 21a%.SD 23.02 OT L 16 JINN STREET 6%.14 % N=6101%.4fi N=810509.37 1 40+57.5) 16.81 05124 L 20 E=2110201.% 2 41a0p.2B 14.89 YB609 L 12 N=011405.19 ALIGNMENT TABLE LINE NO. ALIGNMENT STAT LENGTH DIRECTION BTART POINT ENDPOINT 8%.d2 02 20+52.85 -2fi.02 601.% 03 W2691 Li CLINTON 20a%.% 675.00 N%°1d'32.53"W N=610121.48 4=6106%.42 OK822 STREET 60820 % Oq5-05 E=2177430.83 E=217742324 OT COLLEGE 23.23 6%.14 % N=6101%.4fi N=810509.37 � STREET 0+00.00 05124 N89. 1959.04"E E=2171423.!2 E=2110201.% -19.% DUBUQUE 11 YB609 23.63 N=810M4.B9 N=011405.19 � STREET t0+%.W 96098 NW°43'12.83VY E=21A841A0 E=2177826.92 L4 LINK STREET 40+00.00 150.% N%°51'00.63W N=810139.82 N=810383.% BB2.40 16 2+85.09 -20.31 BB2.54 E =21TB2A329 E=2176241.% START AC LIGHT POLE REMOVAL NO. STATION_ OFFSET ELEVATION 01 2086.55 -%.% 8%.d2 02 20+52.85 -2fi.02 601.% 03 W2691 13.% 606.% 01 OMB.$ -18.02 685.08 % OK822 28.40 60820 % Oq5-05 -211.11 %5.18 OT 1+01.58 23.23 6%.14 % 1.zs.9z -2o.1d Be4sr O9 1+45.39 23.d8 884.50 10 Y64.98 -19.% 684.1] 11 YB609 23.63 683]2 12 2g5.t9 -20.14 68324 13 2+2665 23.44 88421 19 z+a9.e4 ao.% BBz.69 1s z+es.% z3.5e BB2.40 16 2+85.09 -20.31 BB2.54 tT 385.&5 23.64 BB1.ii 10 3+25.42 -20.% %1.TT 19 3+]4.50 %.49 68121 2D 3+88.48 -0397 679.60 21 4+04.35 -20.40 86121 az 4.1o.w 53.15 Bwze 23 N32.59 13.94 819.67 2I 4*33.94 -%.0] 681]1 2s awz.ee s3.% seo.z4 % 1+]6.83 -23.00 67945 2T 181.11 43.51 880.41 28 Say{.% 22.89 BT69T 2B Sa24.BT 43.22 880.38 30 Sa58.3T -23.27 BTB.% 3t S+B8.85 22.70 TLW SPP. 32 B+%.30 -09.53 33 fia53A1 2828 36 BN4.Y2 28.18 35 ]+Dt.% 26.07 q676,44 % ]+28.]3 28.08 37 T+55.Tg 25.% 3B T+8T.59 -34.15 39 7+08.55 25% ITS b 11N3.30 2194 41 11+fi3A0 21.55 880.82 42 11+83.24 21.51 680.35 43 1Tg3.60 -21.92 682.83 M 12+23.15 21.19 681.% 45 1283.89 -21.78 881.% 48 1281.11 T1.% 881.86 47 13wz9B -21.46 eaz.% ae 13+z1.1e z1.a9 eaz.lo 49 13+41.% -21.52 882.65 50 13143.80 44.32 682.6] 51 1381-03 71.51 882.70 52 1382.23 8593 882.9] 53 13+81.63 -21.83 88328 K 1a+2z.oT -zD.eo ee39e START AC 01 TREE REMOVAL oz TREE IDB STATION OFFSET ELEVATION SCIENTIFIC NAME INH 019 20MB.84 -36.78 B8T96 SYRINGA SPP. WA 035 0+%.10 1592 BBB.% AMELANCHIER SPP. J.S,93' 0% 1a%.% 1555 8%.Oi AMELANCHIER SPP. d.S, 4.6' Sli 1N5.% 13.Bi 8%.02 AMELANCHIER SPP. 3.5, 4.P, 4.5 %8 Oa%.41 21.]4 BB8.02 AMELANCHIER SPP. 9S, 3.S 018 2+55.12 -0!1.53 BR.85 ACERX FREEMANII 8.4' O50 2+7).81 -04.05 083.25 ACRE RUBRUM BS 052 2+78.31 23.56 682.30 GLEDRSIATRKGANTHOS 2.4' 053 2g9.4B -20.8] 683.18 QUERCUS RUBRA 18.1• OSI 2+%.14 -00.82 603.2] QUERCUS RUBRA 14.3' 055 2+%.09 23.38 682.04 GLEDffSU1TRIACANTH05 2.0' 051 3N5.03 410.Td 881.48 PHELLODENORON AMURENSE 18.Y 082 3+65.!7 -21.29 fiB3.% QUERCUS RUBRA 20.5 083 3.82.93 -12.19 88228 MALLS SPP. i.4' Ofi0 0+8921 44.07 bB2.s1 TLW SPP. 15.5 ass san.1T 2291 619.% TILIA SM. d.r 0% 5+36.84 22.]4 6!893 GLEDITSIATRWCRBRMOS 2.5 %i 5+3].05 4332 BB2.H TILIA BPP. 14.5 068 5+%.11 -02.33 678.32 GLEDRSUITRKCANTH06 12' 089 Sg8.55 22.59 878.14 TLW SPP. 8.1' 010 BN1.4> 22.38 671.94 GLEORSIATRIACANTNOS 3.5' 011 8+39.91 26.22 671.% TILIA SM. d.3• 012 0+88.54 28.31 BT8.43 TILIA SPP. 3.]' 013 T+15.45 2fi.% 6"R.% TLW SPP. 5.3' 014 TM2.59 2ss1 6nA1 nlw sPP. sa• ITS ]+08.45 Od.T1 6M.00 SYRINGA SPP. WA OM 7+08.19 34.88 676.40 SYRINGA SPP. WA 1% 14+1225 0193 603.76 GINKGO BILOBA 8.4' 1% 14+14.88 44.99 8%.00 QUERCUS RUBM 13.5' 106 14H4.63 60.62 805.78 SYRINGA RETICULATA T.8' 110 14+148 69.15 BB5.TB SYRINGA RETILULATA T.5 112 13K2.15 01.]1 803.41 GINKGO BILOBA 13A' 115 13gB.T2 21.40 BB39B MALU33PP. 18.0' 11] 13+31.]1 -20.88 803.72 ACER SACCHARUM 12.4' 118 13+30.80 -12.36 60358 MALLS SPP. 13.0' 119 13+3192 21.07 6&9.70 QUERCUS RUBRA 18.0' 121 13+10.16 -02.91 882D5 ACER SACCHARUM 0.4' 120 12+23.16 11.94 681 72 SYRINGA SPP. T.5' 131 11+H262 9152 6W 43 ACER SACCHARUM 0.5 11.53.34 11+92.63 21.26 6W.61 ACER 54CGHARUM T.5' 3.8955 it+53.36 02p 6]6]5 ACER SACCHARUM 10.0' [131: 4+19.61 41.60 6010) CERCI]CANAQENSIS 15.0'9q1.% 60.20 603.% ACERGINNAIA0.53+%.% -30.94 602.79 QUERCUS RUBPA 202' Ig7.12 d2.03 601.5) TIL015PP. 13.2' START AC 01 TREE PROTECTION oz TREE IDB STATION OFFSET ELEVATION SCIENTIFIC NAME 12125N11` 1%%CD Ot] 0+30.43 -iT.OB 68i.1i GINKGO BILOB4 010 0+31.02 i8.fi5 86!.86 GINKGO BILOBA 029 0.50.15 04.22 BBB W GINKGO SILOBA 030 O+S1.% 23.31 8%.31 GINKGO BILOBA J13ff 031 O+7/.89 -20.18 BB5A5 PHELLODENDRON AMURENSE 032 O+T1.80 01.36 %5.]8 GINKGO BILOBA 2D+34.Op 033 0+]821 22.88 a%.10 ACERPLATANOIOES INLLUOES TWO LINES AND DIAGONAL STRIPMG 03d 1+14.84 -18.15 8%.i8 OUERCU6 RUBRA 038 1♦%.2B -20.18 6%.OT QUERCUS RUBRA S 040 H58.92 -19.% 60493 QUERCUS RUBRA 13.1' 041 1+31.19 23.39 664.67 TRW SPP. 170' 042 1+Ti.16 -12.14 664.!3 GLEDffSU1TRlACANTH03 12.5' 043 1+90.]4 -0920 804.15 GLEDTT6IATRIADANTHD$ S 016 2q3.% 45.91 801.49 GIEDOSUITRIACANTHOS t3.T 045 1a%.5] 23.19 803.% TIW SPP. 048 2+i T.% 22.13 66133 GLEDRSU\TRNCANTH0.3 B.Y Odi 2+35.20 21.55 804.22 GIEDR$IATRIACANTHOS BS 019 N55.23 22.83 802.88 AGER%FREEMMIII B.S 051 2a]5.% -0029 803.20 MALLS SPP. 4.5.].5.8.5 058 3+14.80 -21.16 601.% TILIA SPP. B.S 050 3N5.40 23.82 801.65 TILN SPP. 10.3' 059 3+31.% -21.23 601.60 TILN SPP. B.S %t 3+35.20 23.50 601.21 TILN SPP. 10.3' 105 1dN16D -19.% 665.62 TLN SPP. 8.5 107 14N2.19 20.83 fiO3.]i GINKGO BILOBA 1S 111 13.91 J1 -21.83 604.82 nLV1 SPP, 13.5' 113 13+92.5] 20.93 883.48 GINKGO BILOBA 15.7 114 13+]2.36 31A9 884.89 )ILK SPP. 13.5 116 13M3.95 -08.35 80435 TILIA BPP. 11.5 120 13+1211 -21.02 883.]8 AGER SAGGHARUM 10.7 122 13N0.3T 2D.33 883.% GLEDITSNTRNCAN1H03 13.5 123 12+%.85 21.28 881.]5 nLU\SPP. 12.5' 129 1288.85 31.]1 881.29 GLEDRSIA TRWCAN1H05 12.6' 125 12+33 B1 -21A2 682.75 GINKGO BILOBA 16.2' 126 12U2]6 21A2 69150 TILIA SPP. .1" 14.1- 127 1213.1] -21.56 68269 GINKGO BILOBA ifi.9" 129 !2+11]2 21.% 691]0 TILIA SPP. 18.5 130 tt+94.td -21.57 683.00 GINKGO BILOBA 17.8" 133 tt+7259 -21.63 680.89 TILT SPP. 13.1' 134 11.53.34 -21.65 BBD.BO TILL45PP. 12.2' 1% 3.8955 -T3.% 683.90 TILIA BPP. 16.5' 151 tN6.22 21W 684.00 ACERXFREEMANII 5.8'SO genus IOOtlSCOPP OIChIfBCf3 325 EAST STM STREET DFS MOINES, a 50309 T 515 284 1010 W W W.GENUSLA.COM ARCHITECT NEUM4NN MONSON ARCHITECTS 227 EAST COLLEGE STREET, 51E.387 lownCITY, LA 52240 P31933BiBT8 CIVIL ENGINEER SHOEM4XER 8 H441AND 160 HOLIDAY ROAD CORALVILLE, IA 52241 P319.351.7150 50 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET S"TE. MINNE4pOL15, MN 55114 P 612.]39.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, L4 mr 01 OKG2017 ]0X00 oz omxrmlT 1aox DD PAVEMENT MARKING LINE TYPES 101181 SoxcD SLW2: STOP LINE (WHITE) 12125N11` 1%%CD os CHYB: GHANNEIPING LINE (YELLOAD ELW4: EDGE LINE RIGHT (WHIM) ELW6: EDGE LINE RIGHT (WHITE) LOCATION LENGTH BY LINE TYPE REMARKS ROAD ID STATION TO STATION LENGTH DIR.OFTMVEL SIDE SLW2 CNTfi ELWI ELM SLSW L C R STA STA STA STA EACH CLINTON ST 2D+240D 20+34.00 0.13 N X 0.13 20+21.00 2D+34.Op 0.13 S % 0.13 INLLUOES TWO LINES AND DIAGONAL STRIPMG 20+21.% 211+34.00 0.13 S X 0.13 20+21.00 20+25.% 0.04 S X 0.00 20+32.00 20+32.00 0.% S X 1.% BLSW BINE LANE SYMBOL ARROW (YHITE), BEE DETAIL1ua9 20+34.00 20+39.00 0.% N X 0.18 SLW2 STOP LINE (WHITE). 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SAW CUT (BURIED) FIB -20"(OUTSHX RADIUS) SEE DETAIL 7A406 MESABI BACK THERMAL.(E)(POSED). SOW CUT (BURIED) F19 -IF OUITSIM RADIUS) SEE DETAIL 71.406 WWI BLACK THERMAL (EXPOSED). SAW CUT (BURIED) F20 -8"(OUTSIDE RADIUS) SEE DETAIL 711408 KENORPN SAGE THERMAL(EXPOSED). SAW CUT (BURIED) F21 -tY (OUTSIDE RADIUS)SEEDETAIL 71'406 KENORANSAGE THERMAL(EXPOSED ), BWCUT(BURIED) F22 -iT (0"75104 PADIUS)SEE DETAIL 75406 KENMANimm THERMAL TEXT+DSFDI, BMW CUT(BURIED) F23 -8'(OUTSIUERADIUS)SEEOETAft_MR8 IKENCRANSAGE I THERMAL (EXPOSED). SAW CUT (BURIED) NOTE: SCHEDULE TO BE VERIFIED WITH SHOP DRAWINGS NOTE: SCHEDULE TO BE VERIFIED WITH SHOP DRAWINGS BASED ON AS -BUILT CONDITIONS. genus [ landscape architects ] FII AST 325 EAST STM S, STREET GRANITE SCHEDULE KEY SIZE I COLOR FINISH WWW GENUS A.COM pX TERRACE BEATING AT WDF Si 3'%1'$XV(OUTSIDERADIUS) MESABI BLACK THERMAL(EKPOSED). SAW CUT (BURIED) 52 3'X1'$%4'$(OUTSIDERADIUS) MESASI BLACK THERMAL( EXPOSED). SOW CUT (BURRED) S3 C%1'$%V(0UTSIDERA0US) MESABI BLACK TNFRMAL(EXPOSED). SAW CUT (BURIED) S4 CXi'$XV(OUTSIDERADIUS) MESABI BLACK THERMAL(EXPOSED), SAW CUT (BURIED) SS 7%1'$X4'$ MESABI BUCK THERMAL(EXPOSED).BAWCUT(BURIED) SB 3XV( X4'$ MESABI BLACK THERMAL,(EXPOSED), SAW CUT(BURIED) ST 3'X1'$X4'$(OUTSIDERADIUS) MESABI BLACK THERMPL (EXPOSED). SOW CUT(BUWED gB B'X 1'$X4'$(WTSIDE RADIUS) MESAIN BLACK THERMAL IEXPosEDI. SOW CUT(BUVED) 89 PXi'$XV(0UTSIDEPADIUS) MESABI BLACK THERMALIEXPOSED) SAWCUT(BURIED) SID Y%1'$X4'$ MESABI BLACK THERMAL (EXPOSED). SAW CUT (BURIED) S11 3'%1'$X2$ MESABISLACK THERMAL(EXPOBED),BAW CUT (BURIED) 312 PX1'$X4b'(WTSIDE RADIUS) MESABI BLACK THERMAL (EXPOSEp). RAW CUT (BURIED) 313 P%1'$X4'd'(WTSIDE PADIUS) MESABI SIACK THERMAL (EXPOSED). SAW CUT (BURIED) SA 3'%1'$X4'$ MESABI BLACK THERMAL(EXPOSED).SAWCUF(BULIED) 315 3'Xt'$X2d' MESABI BLACK THERMAL (EXPOSED), SAW CUT( BURIED) SIB 3`%1'$X4'3' MESABI BLACK THERMAL (EXPOSED), SAW CUT (BURIED) SIT 3"X1'$XB$(OUTSIDERADAS) MESABI BLACK THERMAL(EXPOSED), SAW CUT (BURNED) B18 3'X T$XS$(OUTSIDERADBIS) MESABI BLACK THERMAL, (EXPOSED). SAW CUT (BURIED) S13 Y%1'$%23 MESABI BLACK THERAW.(EXPOSED), SAW CUT(BURIED) S20 CXI'$X4'J MESABI BLACK THERMAL(EXPOSED), SAW CUT(BURIED) S21 B'X 1'-0'X4U' MESABI BLACK THERMAL(EXPOSED), SAW CUT (BURIED) F. 3'%1'0'X4'-7 MESABI BLACK THERMAL(EXPOSED),SAWCUT(BURIED) 323 P%1'$%3$ MESABIBNCK THERMAL )EXPOSED). SOW CUT (BURIED) S24 jrxr$X7.v MESABI BUCK TIERMAL(EXPOSED).SAWCUT(BUWED) GRANITE STEPAT MERGE ENTRY 925 8'X2'4WXZ31Z7 RAVEN NOIR THERMAL(EXPOSED), SAW CUT (BURIED) SIX S'XZ-0'AZdt? RAVEN NOIR THERMAL IE%POSED), $IW CUT (BURIED) S27 7X74I'XZ-5 ? RAVEN NOIR TIffRiML(E%PoSED).SAW CUT (BURIED) STB B'XZ$)(ZSVI RAVEN NOIR THERIML(E%POSED). BAW CUT (BVILEO) 523 WXZ-0'XZ-1D1/7 RAVEN NOIR THERMAL(EXPOSED).SAWCUT(SURIED) S30 8"X74WXZ-101/2• RAVEN NOIR THERMAL(EXPOSED), SAWCUT(BURIED) 531 wX74FXZ-1017 RAVEN NOIR THERMAL(1EXPOSED), SAW CUT(SURIED) S32 B'XZ$XZ401? RAVENNOIR THERMAL(EIUOSED), SAW CUT (BURNED) GRANITE BTEPAT LCR ENTRY SIM 9'%1'$X4'-7 RAVEN NOIR THERMAL (EXPOSED). SAW OUT (BURIED) 334 YXI'$%4'-7 RAVEN NOIR THERMAL(EXPOSEDL SAW CUT (BURIED) 335 PX1'0%2.7 RAVEN NOIR THERMNL(EXPOSEO), SAWCUT(BURIED) S36 P%1'$X2$ RAVEN NOR THERMAL(EXPOSED), SAWCUT(9URIED) SW 7%1'$X4'$ RAVEN NOR THERMAL )EXPOSED), SAW CUT (BURLED) Sm 7%4'$X4'$ RAVEN NOIR THERMAL (E%PoSED).34W CUT (BURIED) GRANITE PAVER INLAY (WOF) B1 4'XIr X37 CARMEL" THERMAL(EXPOSED). SAW CUT (BURIED) 02 7X1YX37 CARNELIAN THERMAL(EXPOSED).SAWCUT(BURIED) B3 YXIYX4T CARNELIAN THERMALRDIPOSED),SAWCUT(BURIED) S4 7%17X37 CARNELIAN THERMAL(EXPDSED), SAW CUT (BURIED) 85 7%1T%4F CARNELIAN THERMAL(EXPDSEO), SAW CUT (BURIED) IS, T%17%22 CARNELIAN THERMAL (EXPOSED). SAW CUT (BURIED) 07 TX17X47 CARNELIAN THERMAL(EXPOSED), SAW CUT (BURNED) BB 7%17X47 CARNELIAN THERMAL (EXPOSED). SAW CUT (BURIED) B3 7%18'X24' CARNELIAN THERMAL(EXPOSED). SAW CUT (BURIED) BID 7%18'X36' CARNELIAN THERMAL(FXPOSEDy SAW CUT (BURIED) Bit YXt7 X 24' 1CARNEUAN THEPMN.IE(POSED).SAWCUT (BURIED) B12 7%17X37 CHWELUW THERMAL(EXPOSED),SAWCUT(BURIED) PAVEMENT TYPE G (WDF GRfWITE) Ft 7XN'X22 SIERRAWHITE THERMAL-(E)POSED). SAW CUT (BURIED) F2 YXWX22 SIERRAWHITE TIERMMAL(EXPOSEDI.SAWCUT(SURIED) F3 7XWX24'(FIELDCUT) SIERRAWHITE THERMAL (EXPOSED), SAW CUT (BURIED) F Y)L22Xw SIERRA WHITE THERMAL (EXPOSED). SAW CUT (BURIED) F5 Y3424'l(24' MESABI BLACK THERMAL(EXPOSED). SAW CUT (BURIED) F8 2X24'%24" SIERRA WHITE THERMAL (EXPOSED). SAW CUT(SURIED) A 2%24'X24' MESABI BLACK THERMAL(EKPOSED), SAW CUT IMPLIED) FS r 24'X 24' MESABI BLACK THERMAL.(EXPOSEG, SAW CUT (BURIED) F3 r 24'X24' MESABI BLACK TRERMAL(EXPOSED). SAW CUT (BURIED) F10 T%24')(24' MESABI BLACK THERMAL(E%POSEDA SAW CUT(BURIED) F11 2%24'X22 IMESABIBILACK TMERMPL(ExFCSEDHSAWCUT(SURIED) NOTE: SCHEDULE TO BE VERIFIED WITH SHOP DRAWINGS BASED ON AS -BUILT CONDITIONS. genus [ landscape architects ] FII AST 325 EAST STM S, STREET /` DFS .IA S T 515 284 1010 fB/ 6 WWW GENUS A.COM pX l I_ 1I C " �� R ARCHITECT 4 '3�LEt]K CITY K NEUMANN MONSON ARCHITECTS SI 111 EAST COLLEGE STREET, STE. 303 IOWA CITY A52240 P 3193387818 CIVIL ENGINEER SHOEMAKER SHAAIANG 180 HOLIDAY ROAD CORALVILLE. M 52241 P319351.7150 ELECTRICAL S TRAFFIC SIGNALIZATI(NI SRF CONSULTING ONE CARLSON PARXWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTON STREET, STE.B IOWA CITY, M 51140 P 318333.1850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET S"TE. 200 MINNEAPOLIS, MN 5914 P 612,339 SM PEDESTRIAN MALL IMPROVEMENTS IOWA CITY,A u.r 01 04281011 TO%DO 02 OSROV2I1T 10% DD 03 1W181M1T MCD 01 1Y 17 IMCD 05 0i2 is BID SET 0p •� AC CCIEHIPN/8S GRANITE SCHEDULE 160% G014 LIMESTONE VENEER SCHEDULE: STORY WALL AT BLACK HAWK MINI PARK LIMESTONE VENEER SCHEDULE: STORY WALL AT CLINTON STREET NEY SITE CUT FINRH VML EXPOSED FACES) CCt 14X 17 X 4r WINE(SIMS), SEDFACE(TOP) 9MOOTH(SIDES). NAIURALBED(TOP) CC2 IWX17XW WINE (SIMS). SEEPAGE (TOP) 13MONTITH(SIDES). INTURAL BED (10P) CC3 16•X IT S' WINE (SIMS). BEDFACE (TOP) SMOOTH (SIDES) NATURAL SIM(T)P) 2C4 16-X 17 X 411' WINE (SIMS). BEDFAMLEOP) SNMTETN(SIM). NATURAL BED(TOP) CC5 IF 17 X 34 WINE (SIMS). BEDFACE(TOP) SMODTH(SIDESA NATURAL am (w) CCB 14X IT 14 WINE (SIMS). BEDFACE(TOP) SMOOTH(SIDES), NATURAL BED (TI GF1 rx14X34 BEDFACE (FACE). VERTICAL WINE (END) NATURAL am (FACE), SMOOTH (END) GRT rx14X34 VEINE SPLITFACED CF3 Tx18'X14 VEINE SMOOTH GF4 7X18'%24 BEDFACE NATURAL BED C4F5 7%14x57 BEDFACE SMOOTH CFS rXwxw VEINE SMIKKI(WITH ENGMVED TE" CF1 TXIrx Ir SEDFACE(FACE), VERTICAL WINE (END) SMMI(FACE). SMOOTH(SND) C48 Tx1rx N' VEINE(FACE).VEWE(END) SMOOTH IFACE). sMOOTH(END) CF9 rxirxw BEDFACE SMOOTH O4F1D 2'%12'X24 VEINE SPLITFACED C4F11 rX12'X54 BEDFACE SMOOTH CF12 r%1TXlr SEDFACE(FA:EN VERTICAL WINE (END) NATURAL BED (FACE), SMOOTH (END) CF13 7XIrxw BEDFACE(FACEEVEROCVTLwNE(END) SMOOTH(FACE). SMOOTH LEND) 0414 TX1rx54 BEDFACE NATURAL BED CF15 rXlrXW VEINE SMOOTH GF16 rXwxw WINE SMODTN(WITH ENGRAVED TEXT) CF1T rX18'Xlr VEINE(FACE), WINE (END) SPLITFACED(FACE), SMOOTH (END) C4F10 TX12'X14 VEINE(FAOEI,VEINE(END) SPLITFAOED(PAGE), SMOOTH (END) C4F19 rxirxw BEDFACE NATURALISED CHP20 rxirxw VEINE SPLRFACED CF21 rx ITx34 VEINE SMOOTH CFrt TXITX34 VEINE SPLITFACED CF23 rX RTX 1T BEDFACE(NWE), VEFTKAL-WINE(END) SMOOTH (FACE) SMOOTH(END) CLN rX 1TX24- WINE (FACE), WINE (END) SMOOTH (FACE) SMOOTH (END) 04F25 rxirxw VEINE SMOOTH CHRIS r IT x 34 VEINE SMOOTH GF2T 2%17X42 VEINE SMOOTH 04IF28 7X17%48 VEINE SMOOTH C4729 r LTX 12 VEINE (FACE). WINE (END) 3MOO111(FACEJ SMOOTH (END) C61 rX1B'xtr BEDFACE (FACE). VERRCAL WINE (END) 8000111 (FAMSMOOTH (END) C62 r IV N' VEINE SMOOTH C63 rX14x34 VEINE BPLIIFACEO C64 7X14)130' BEDFACE SMOOTH C65 7X 14X N' JBIEDFACE NATURAL BED C68 rx14X14 VENUE SMOOTH C -0T rxirxw VEINE SPLITFACED C68 rxlrxw BEDFACE(FACE), VERTICAL MINE (END) NATURAL BEDFACE) SMOOTH (END) GB9 Tx1TX34 BEDFACE (FACE), VERTICAL WINE (END) NATURAL BED (FACE). SMOOTH (END) 0610 Tx ITT 34 VEINE SMOOTH 0611 TX 12'%4T BEDFACE SMOOTH C-012 rxirxw VEINE SPLITFACED C41113 rxirxw BEDFACE SMOOTH C-014 7X1rX2P WINE(FME), WNE(END) SMOOTH(FACE), SMOOTH (END) C4315 7%14X44 WINE (FACE), WINE TEND) SPLITFACED(FAM),SMOOTIO(END) C411I5 2'X14X4r BEDFACE NATURAL BED OBIT rXIVX24' VEINE SMOOTH C618 rX14x34 BEDFACE NATXLLL BEO G919 Tx Irxw WINE SPITFACEU Cffie 7%14X34 BEDFACE (FACE), VERTICAL WIeNE (END) SMOOTH(FACEA SMOOTH(END) 0621 rX1TX14 BEDFACE(FACE), VERTICAL WINE (END) SMOOTH(FACET, SMOOTH (END) c4= 7X17X4T VEINE SMOOTH C-0RJ r IT X 38' VEINE SPLITFACED C8N Tx Ir X34 BEDFACE NATUPALWD C825 rxlrxw BEDFACE SMOOTH 0628 Txlrxw BEDFACE NATURALISED 0627 2X12%14 WINE(FAOE). WINE (END) SRTTFACED(FACE). SMOOTH (END) 0828 rx1rxlr WINE (FADE), WINE (END) SMOOTH IFACE), SMOOTH(END) C-029 rX1r X4r VEINE SMOOTH c4Bw rX12'XM' VEINE SMOOTH 0631 rXIr X4T VEINE SNORTER 0632 rxirxw VEINE SMOOTH 0633 rxirxw WINE (FACE) VEINE (END) SMOOTH(FACE), SMOOTH(END) DEI rx Irx1T VERTICALVEINE SMOOTH CE2 rx Irx Ir VEINE SMOOTH CF] TXirXtr VERTICALVEINE SMOOTH C£4 rx Irx Ir VEINE SMOOTH GES r%1r%1r VEINE SMOOTH CFS 7X14xIT VERTICALVEINE SMOOTH GET rxlrx Tr VERTICALVEINE SMOOTH CFS rx14x1r VEINE SMOOTH CER rx1Tx1T VERTICAL VEINE SMOOTH CE10 rXlrXtr VEINE SMOOTH LIMESTONE VENEER SCHEDULE: STORY WALL AT BLACK HAWK MINI PARK KEY SIZE CUT FINISN(ALL EXPOSED FACES) BCI 18•X1r X40' WINE (SIDES), BEDFACE(TOP) SMDOTN(SIDES). NATURAL BED (TDP) 8402 TV X IT X M' WINE (SIDES, BEDFACE (TOP) SMOOTH (SIDES). NATIJIF BED(TOP) BC3 IV 1T x 80' WINE (SIMS). BEDFACE (TOP) SMOOT1(SIDES), N4URAL BED ETDP) 04C4 14X IT X M' VEINE (SIDES), BEDFACE (TOP) SMODTH(SIDES), NATURAL BED (TOP) BCS 14X IT X 42' WINE (SIMS), BEDFACE(TOP) SMOOTH (SIMS), NATURAL BED(TOP) BCI 14X IT X ME WINE (SIMS), BEDFACE (TOP) SMOOTH (SIMS). NATURAL BED (TOP) BCT 14X17%54' WINE (SIDES), BEDFACE (TOP) SMOOTH (SIMS). NATURAL WE (TOP) &F1 r IT WE BEDFACE (FACE) VERTICALVEINE (END) SMOOTH (FACE). SMOOTH (END) 8F2 r IT 32' VEINE SPLITFACED &F3 2'X IT X 48- BEDFACE NATURAL BED BF4 Tx IT X48' MERE SMOOTH 8F5 rX1rxu- BEDFACE NATURAL BED X48 rxlrxw VEINE SPLITFACED BFT TXtr X48' BEDFACE SMOOTH 8 -FS rX1rxir WINE(FME). WINE (END) SMOOTI(FACE). SMOOTH (END) BFB rXlrXlr BEDFACE (FACE), VERTICAL WINE (END) NATURAL BED(FACE), SMOOTH (END) BEFIT rx1r X40• VEINE SPLITFACED BLtI TX RTX SO I2' BEDFACE SMOOTH 6P12 rX4XMlW WINE SMOOTH BF13 rx4X68' BEDFACE SMOOTH BF14 rXr X1BY4' BEDFACE NATURAL BED S -F15 r ITXW 1? VEINE SPLITFACED IF16 r 1T X 41114' VIENE SMOOTH &FIT rx8'X54' BEDFACE NATURAL BED 8418 2'X IT X 1858' SEDFACE(FACE). VERRCAL VEINE TEND) NATURAL BED (FA ), SMOOTH(END) BF19 r 14'X3814 WINE (FACET, MINE (END) SMOOTH(FAQO. SMOOTH (END) BF20 rx1rxw WINE SMOOTH 5421 7X 14 x411? BEDFACE NATURAL BED am rxirxw VEINE SMOOTH 5423 TX14X281? VEINE SPLITFACED BF20 Tx14-X5411T VEINE SMOOTH BiRS TX14'XITIW BEDFACE NATURAL BED SEEMS rXlrx A' VEINE SPLITFACED BFF, TX14-X1&SIB' WINE(FVOE). WINE (END) SMOOTH(FACEX SMOOTH(END) BIDS r 1T X N' WINE (FA O. WINE (END) SPLITFACED(FACE). SMOOTH (END) &F29 rxlr%N' BEDFACE SMOOTH 8430 2'%12'X48• BEDFACE SMOOTH 8431 r IT 18• VEINE SPLITFACED 84,32 rxlrxlr VEINE SMOOTH "M r IT N' BEDFACE SMOOTH BFN TXITxw BEDFACE NATURAL BED B -F35 TX IT M' BEDFACE SMOOTH BFN TX 1T X 34 BEDFACE SMOOTH B -F37 TX 1T X 48' VEINE SPLITFACED BL38 rxirxw SEDFACE(FACE), VII WINE (END) NATURAL BED(EMEE SMOOTH (END) BLS 7 x 18' x 14 SEOFACE (FACE). VERTICAL VEINE (END) BMOOTH (FACE), SMOOTH (END) BL40 TX 14 X 24' VEINE SMOOTH BF41 rxirxw VEINE SPLITFACED BF42 TX 14 X44 BEDFACE SMOOTH &F43 rX18'X34 VEINE SPLITFACED &F44 rX18'x38' BEDFACE NATURALBED 8445 rxirxw VEINE SMOOTH SI rx14X34 BEDFACE SMOOTH BL41 rxirxw WINE SMOOTH &FAB Tx1rXI4 WINE (FACE), WINE (END) SPI (FACE), SUM114(END) "AS TXIrxw WINE(FACEEVEINE(END) SMOOTH(FAQE SMOOTH (END) BLS& rxirxw WINE SMOOTH B -F51 r%10'X&0' VEINE SMOOTH BF52 rxirxw VEINE SMOOTH 8433 TX14X4r VEINE SMOOTH BLX rX14X54• VEINE SMOOTH STEW rxlrxw VEINE SMOOTH 9431 Tx1rxIr - WINE (FACE), WINE (END) SMOOTH(FACE). SMOOTH(END) B-02 r iTXW BEDFACE NATURAL BED &113 r ITXW BEDFACE NATURAL BED 884 TX17x54' BEDFACE NATURAL BED 565 rxirxw BEDFACE NATURAL BED 865 rX1rxw BEDFACE NATURAL BED 867 rxirxw BEDFACE NATURAL BED BES rxirxw BEDFACE NATURAL BED B139 r X 12-X 1r BEDFA£ (FADE), VERTICAL WINE (END) SMOOTH (FACE), SMOOTH (END) B B10 TX lrx 1r BEDFACE (FADE), VERTICAL WINE (END) SMOOTH (FACE), SMOOTH (END) 8611 rxIrxw BEDFACE NATURAL BED 8612 rX IT x 34 BEDFACE NATURAL BED 8813 rxirxw BEDFACE NATURAL BED 0-1114 rX 1T X44 BEDFACE NATURAL BED 8-015 rxirxw BEDFACE NATURAL BED &818 r 1T X30' BEDFACE NATURAL BED 8611 T IT X 47 BEDFACE NATURAL BED 8818 rxirxw BEDFACE NATURAL BED NOTE. STORY WALL VENEER LENGTH AND WIDTH DIMENSIONS SHOWN ARE NOMINAL. AND DO NOT FACTOR IN 114' MORTAR JOINTS. FINAL VENEER SCHEWLE DIMENSIONS TO BE VERIFIED WITH SHOP DRAWINGS BASED ON AS BUILT CONDITIONS. ILED 16 PM 1: Y CLERX CITY. IOWA rX1r X24' 9EOFACE (FACE),VERTICAL VEINE (END) NATURAL BED (FACE), SMOOTH (END) KEY rXIB'XN' VEINE(FACE), WINE (END) SMOOTR(FACE), SMOOTH (END) SKATE DETERRENT NOTCH 1 18'X N' BEDFACE NATURAL BET NATURAL BED (SIDES), SMOOTH(TOP) 7X1rx40' BEDFACE NATURAL BED E�MT r 14X 34 BEDFACE NATURAL BED 24%24X57 rX14X34 MUFACE NATURAL SM B04 rX14X34 SEDFACE NATURAL BED WSSWIIL302 rX14X44 BEDFACE NATURAL BED SMOOTH (SIDES). NATURAL BED (TOP) Tx IV 24' BEDFACE NATURAL BE D &82 8 Tx14X4r BEDFACE NATURAL BED 8628 Tx IrxIr WINE (FACE), WINE (END) SMOOTH (FACE), SMOOTH (END) BOB rxirxw BEDF&M(FACE), WRTIGL WINE LEND) BAIOOTH(FA fO,SMOOTH(END) TES, SEE(ASM rXlrx4r BEDFACE NATURAL BED in SMOOTH (SIDES). NATURAL BED (TOP) rX1rx3C BEDFACE NATURAL BEDrX1rx34 SEDFACE(SIMS). WINE (TOP) Sx)OTH(SIDES). NATURAL RED (TDP) BEDFACE NATURAL BED r rXIrX48' BEDFACE NATURAL BED 812 2%12'X24' BEDFACE NATURALBED NO rX IT x1T BEDFACE NATIRALBED WOOER(SIMS). NATURAL BED (TOP) rX1rX14 BEDFACE RITURALMD BEDFACE (SIMS). WINE (704P) rX1rX48' BEDFACE NATURAL BEDrXlr 24 X VIE 44' X2r BEDFACE NATUTALSED 8640 rxirxw VEINE(FACE).VENE(END) SPLITFACED(FACE), SMOOTH! (END) B-041 r X 1rx 14 VEINE (FACE), VEINE (END) SPLITFACED (FACE), SMOOTH (END) B642 rxlrxw BEDFACE NATURAL BED &843 rxirxw BEDFACE NATURAL BED 8644 r%18'X34 BEDFACE NATURAL BED &Bas B4B4B 8617 Tx14x47 rX14x36' rxirxw BEDFACE BEDFACE BEDFACE NATURAL BED NATURAL BED NATURAL BED &-BAB rX1rxw BEDFACE NATURAL BED j 9-848 7X18'% N' BEDFACE NATURAL BED 8650 rX14X 14' BEDFAM(FAX3). VERTICAL WINE (END) SMOOTH(EME), SMOOTH (END) BEB51 rxIrx54' WINE(FACM, WINE (END) SMIMI(FACE), SMOOTH(END) &1152 rx14)(54' VEINE SMOOTH BEI TX IV X 47 VEINE SMOOTH &850 7 X 18' X 46' VEINE SMOOTH B655 2'%18'X80' VEINE SMOOTH 348543 r X 16' X 44' VEINE SMOOTH &857 rx Ir X40' WINE SMOOTH SHED rXlrxlr VERTICAL VEINE SMOOTH BLE2 rxIrxIT VERTMAL VEINE SMOOTH &E3 Tx14xtT VEINE SMOOTH &H r IT 12- VEINE SMOOTH FEES r 18'x 1T VERTICALVEINE SMOOTH 888 rX18'X1r VEINE SMOOTH BET rxlrXlr WINE SMOOTH BES rxlTxlT VERRCALWINE SMOOTH BE9 rXi4X1r WINE SMOOTH 8£10 7%17X17 VERTICAL VEINE SMOOTH BEII rX14Xtr VEINE SMOOTH B -E12 7x14%12' VEINE SMOOTH NOTE. STORY WALL VENEER LENGTH AND WIDTH DIMENSIONS SHOWN ARE NOMINAL. AND DO NOT FACTOR IN 114' MORTAR JOINTS. FINAL VENEER SCHEWLE DIMENSIONS TO BE VERIFIED WITH SHOP DRAWINGS BASED ON AS BUILT CONDITIONS. ILED 16 PM 1: Y CLERX CITY. IOWA genus ] Nmdscope a7cNfech ] 325 EAST 501 STREET DES MOINES, A 50309 T 515 TBA 1010 W W W.GENUS- A.COM ARCHITECT NEVMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STEL 303 IOWA CITY. AM40 P 3193387878 CIVIL ENGINEER SHOEMAKER&H4AIAND 160 HOLIDAY ROAD CORALVILLE, A 52]41 P 319.51.119! ELECTRICAL& TRUTH SIGNALITATRIN SRF CONSULTING ONE WILSON PARKWAY NORTH, STEIN MINNEAPOLIS, MN 554474443 P 763175.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE. B IOWACITY, A 52240 P 319.333.7860 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339 5958 PEDESTRIAN MALL IMPROVEMENTS 01 A LIMESTONE BENCH SCHEDULE 042N20I7 70% DD KEY SIZE CUT FINSIH SKATE DETERRENT NOTCH 601 20'x24X5T' 9EDFACE(SIDES), WINE (TOP) NATURAL BED (SIDES), SMOOTH(TOP) NO 802 24x24%52 BEDFACE (SIDES). WINE (TOP) NATURAL BED (SIDES). SMOOTH(TOP) WS,SEElILW2 M 24%24X57 BEDFACE (SIMS), WINE (TOP) SMOOTH( SIDES), NATURAL BED (TOP) YES, SEE IIL502 B04 24%20'x5r BEDFACE (SIDES). WINE (TOP) SMWTH(SIDES). MTURAL BED (TOP) WSSWIIL302 BIS 24%24X57 MMACE(SIMS). WINE (TOP) SMOOTH (SIDES). NATURAL BED (TOP) YES. SEE ILSM2 BOB 24XWXSr BEDFACE (SIMS), WINE (TOP) SMOOTH (SIDES), NAIURIL BED(TOP) NO BOT 24X24%57' BEDFACE (SIMS). WINE [TOP) SMOOTH (SIDES). NATURAL BED(TOP) YES, SEE 1A302 BOB 24X24%5r BEDFACE (SIDES), WINE (TOP) SMOOTH(SIDES). NATURAL BED (TOP) TES, SEE(ASM BOB 24X24%57' BEDFME(SIDES), WINE (TOP) SMOOTH (SIDES). NATURAL BED (TOP) TES, SEE 111.602 BID WXZ4XSr SEDFACE(SIMS). WINE (TOP) Sx)OTH(SIDES). NATURAL RED (TDP) YES. SEE 146TH 811 24X24%48' BEDFACE (SIMS). WINE(TOP) SMODIDEUNDES). NATURAL BEE)COP) YES. SEE II 812 XPXZ4XAV BEDFACE (SIMS). WINE (TOP) SMODTH(SIMS). NATURAL BED (TOP) NO 613 24%24X48' BEDFACE (SIMS). WINE (TOP) WOOER(SIMS). NATURAL BED (TOP) YES,SEE1A502 B14 24X24%48' BEDFACE (SIMS). WINE (704P) SMOOTH(SIDES). NATURAL BED(T6P) NO B15 24 X VIE 44' BEDFACE (SIDES), WINE (TOP) SMOOTH(SIDES), NATURAL BED(TOP) YES, SEE M.512 916 24%20'X44' BEDFACE (SIDES) WINE (TOP) SMOOM(SIMS). MTURAL WED'DP) NO BIT B X24XCA- BEDFACE (SIDES). WINE (TOP) SMOOTH(SIMS). NATURAL BED(TOP) YES, SEE 1L50i BIB 24X24%44' BEDFACE (SIMS). VEINE(TOP) SMOO711(SIMS). NATURALBED(T0N) w BOB =XA'X50' BEDFACE (SIMS). WINE ROP) SMOOTH(SIMS). NATURAL BED (TOP) NO 820 24X24%54 BEDFACE (SIMS). WINE(TOP) SMOOTH (SIDES). MTUML SED (ROP)_ YES, SEE lIL602 821 3 XWX64 BEDFACE (SIMS). VEINS DrDP) SMOOTH (SIMS). NATURAL SED (TOP) YES, SEE 1h502 622 24X 24 X 54' BEDFACE (SIDES), VEINE (TOP) SMOOTH (SIDES), NATURAL BED (TOP) W BN 24X 24 X 54' BEDFACE (SIDES), VEINE (TOP) SMOOTH (SIDES), MNRAL BED (TOPT YES, SEE 1ASM 824 ZO'X20'X 514' BEDFACE (SIDES).VEIIE (TOP) SAOOTH(SIDES. NAWRAL BED (TOP) YES, SEE(ASM genus ] Nmdscope a7cNfech ] 325 EAST 501 STREET DES MOINES, A 50309 T 515 TBA 1010 W W W.GENUS- A.COM ARCHITECT NEVMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STEL 303 IOWA CITY. AM40 P 3193387878 CIVIL ENGINEER SHOEMAKER&H4AIAND 160 HOLIDAY ROAD CORALVILLE, A 52]41 P 319.51.119! ELECTRICAL& TRUTH SIGNALITATRIN SRF CONSULTING ONE WILSON PARKWAY NORTH, STEIN MINNEAPOLIS, MN 554474443 P 763175.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE. B IOWACITY, A 52240 P 319.333.7860 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339 5958 PEDESTRIAN MALL IMPROVEMENTS 01 A CCIEHIPNISS LIMESTONE VENEER & BENCH SCHEDULE 16031 G015 01 042N20I7 70% DD 02 O894N1T 10Ob00 OJ 10II=lT 50%Co M 1226201? tU0%CD 05 01242015 BID SET CCIEHIPNISS LIMESTONE VENEER & BENCH SCHEDULE 16031 G015 1i Gk --- ---� t ! 1 IYEE I STING MH .--{--- -( . B -685.32 YOrOPIA FROZEN YOGURT 10' PLAS (.)=651.22 132 S CLINTON I a17 ) I � r�- P -- 1 I'. 1 IA 4,' 6 �LL I .S WRIG/a N VASE I II I � I � \ � � A♦ � -1 � �y � I _ � C� .,SLB � � f1 Eatm, SA RIM 14 gy \ IE (M1i 674. l�1 \ l I l F $?p 1E (4 674 > I 5 FFA IE (E) 574rr v- r ,rt� _II 1 Y + I EXIS NG Si ? I MH �f : ��uil JJrC r P, CJNSLRLG IIVI: LIMITS l I 20100 � I �� as Y[P �mrm lv .rt Dna cro an..P.r rxort: ¢ x r-wT / w•. Te -cosh v MwN n:oe- noxa :.x _ —n G[Y.[mT.. WGW W W R °LmfSA NK _,YY Y x[�AaMYKT. M Aw.LT x¢� WAeeW um W2�0fNP� IIW M —T ¢W mPa� rtro w �MCA; I Mc 6 ertaw-au / u.. erseuwu . r- T TapNW{meE IMS TO( YYNe M .mr�.Yo / r ne-w-Tm wn un�Ald w � s:K �.ro w e -.0-w. /.�.re-ss:-.re. imc u:Ya u°OSPYr Y.' ry o'�AeYOPvca"a .K' �� as Y[P �mrm lv .rt Dna cro an..P.r rxort: ¢ x r-wT / w•. Te -cosh a a ww win w m aAn ue Int mrxywdgr,Qphmmegaw.ePi nrYr-am o+m /w'. ne-ro-an . L9 ItAlrT�shlwp�Ey✓n�@ m...mma..o own M[ lu awrt'x:Pr�rA1W nl.. e va-aY ru9Y[ Ww M Ww ne qrt xx M rE I Mc 6 ertaw-au / u.. erseuwu T .mr�.Yo / r ne-w-Tm wn un�Ald w � s:K �.ro w _ � wrote HORIZONTAL CONTROL - COLLEGE ST. moa n xMwrAT ra P .T I aro ma 1r M 1IY P WTYa ATT Is Pa wnnCfPYa .. 1 WELLS FARGO 103 E COLLEGE EMSTI G MID -AMERICAN VAULT 511. genus INFER ATOM PROVIDED BY MID -AMERICAN ON 12-21-I6. w PIM E [ 10ndsC0pe=WfeC1e PLAN PRO ] PROVIDE IS 4 92' DEEPWFROMRITO a u BOTTOM BOX. w w I SAUCE OCNNELLYS PUB THE SALOON TCB 325 EAST STM STREET ��ro I DESMCNNES. IA 50309 10B E COI ' LECE 110 E rp _ECr 112 E COLLEGE 114 E COLLEGE T 515 284 IOIO {r Ex STING G 683.2 WWW.GENUSAA.COM 5_ - - - 2L`1Qc a 1 T fi 1�i - - , mw 3 ! ` ARCHITECT.WO NEUMAN 33JIMDNSON TTS C 221 EASrCOLLEGE STREET, STE C#TNACGY,%QM IOWYCIC —7P31933117878 CNR ENGINEER L SN MV(ERSIi441AN0 _ of � Y�1,T_ HOLIDAYROAD CO ,/ GT CORALW52241 P315.35i.7151.it50 EIECTXI0ALa7RAFFlC SIGW1lEATION SEE CONSULTING ONE CARLSON PARKWAY NORTH, I n •/ i _ (� < M1}. F - 9 r.. MINNEAPOLIS MN 55141-0443 P7634150010 1STRUCTURAL ENGINEER S / -CA✓FI 3 - RATER RHODES ENGINEERING r RASE / J 122E WASHINGTON STREET, STEB FIu TLaW P319333.7850IOWA CITY LA 40 1 l� 9N MAIN STREET BE STE. 210 1b L a MINNEAPOLIS. MN 55114 1 � t 1 � ' ;ilcP(e��) �� y � . J B -i ( P61z3u ssa . �[, v+, T 0' IF 10' 20 I I I I O . L9 OL MCA �.OE _ I PFLESiRWN AWLIAIPMWEIAFNTS Try KIWACIIY,M RAYGUN 105 E COLLEGE EL PATRON MORiENSON CONST. GRAZE W. 109 E COLLEGE 111 E COLLEGE 115 E COLLEGE >w wp X IH ¢W ¢V 2 IU r w m pt 012%2011 TO%OD - I� 02 OA20sN1T 100%W OJ tOnMIT SO%CD W 1:v20201T 100%CD I : : 05 012d201a BID SET SURVEY LEGEND PaPATIP rm •axPrt er mrortrt PK PLANT LIST - SHRUBS _ uo Q - Twm: nne C - —Tsue !V a0Pi4 F.x[ BD AC IF . ,re - r ® - nlGMC.MY: CCIEJi/PNISS �®—[ [ 0f0 _ YN�V WMTri ®- V1 xYYY[ Yf1 T!!1M _m m_ ®ror WfMe YN[N[ w rm:.rt w a marta rro s1P` mrt M ms PLANT LIST - TREES _ elw an -wax ....ort aTa xurt . _P _'� c_�rsnnamw�vwT w wm T _ v w SITE SURVEY -AREA 1 Vox uMMT BCr Nw5 ROa [ r--. ScuvNa nvm'vIn waF A Vµux s<aa aY Phe dnnvYs r - � _ p:.,. yprpro LT plxai. a an ,w.arw rY..[m., wa ,ors w ..A..xYTv.wY m n _-. .-. , - ..Kv. ,ore IEOjC WCIIrM MOO.Y T MS �urtTVtl .. Am Y4WIRY ,AR�leq mM1S�PP,TA�iY: u Vqe ..KM AVW—TAl 11W 0' IF 10' 20 I I I I O PLAZA CENTRE 125 S DUBUQUE EXISTING STORM INTAKE r TC -679 51 O tE 12' RCP (E):172 51. -- -- I r _ t - I , I 1 � a� I I . 4 rr ��CI� l \ t. .• V _.� IL � r e 3 F — I •0 4 / / -O I \ / U yyT J /� ( $ _ 'fie 1�i0� -F1 �• .J L v � t-, y 10 F l` e'NIT IT - � � � 1 � � T W. 1 1 5� •1 c � I EXISPNC ST Il f t E II 1E Tc F.11I�. r .Mc IE 24M�Cc7r _ / N „1 f I 111 1 I _.I MARTINIS 127 E COLLEGE HORIZONTAL CONTROL - COLLEGE ST. x0160]11. bllY N r avMw v. -n avmnxw.r •. x'sns�le.1'w n wn uw In®I,•L Na¢ R ar •r awwm sP vv �� �n w o,rn maxi P IT,AT .,II AAAI sYav wwc fwYs I EXISTING SANITARY MH WTH 6.3' DEEP VAULT RIM -680.11 IE 10- CLAY (N -S)=66961 IE 12" CLAY (W)-669.2fi IE 15" CLAY (E)-669.01 . IC_ 7r I^—IU4INE�BEE SHEEP vtw n I EXISTING STORM INTAKE I '7 TG=679 43 1 � �I IE 12• RCP (W) -672 i PEEXISTING STORM GRATE TO EX (W)=672.53 I IGRATE 67 O603 8CLRW / E 76.0SOUTH G RA c FILED l F S 1016 FEB S Pr f 19 k LI' _ - CITY r) o . / 1 HH. f I _A,i-1 t ,I L 1:)17 02 ty _ 1 S'0`1 ORAN RIlsE73 / A - L IL 62 � 1 xw T1<:@+nRGE TJ h t'. P5*t - "AITF 67..` ke I'�� -.cL3vt vl ' 11�_ I.L. 1 - IT, -EkI�TING STORM MF - 0 00 RIM ii6B0.28 $Ej-O7Y.88 /IfI.0 DRAIN EOR FOUNT0AIN 1 RIM=68.02 J P10 5 DUBUQUE SHERATON INN BOTTOM=679.9 TLET TO FOUNTAIN=679.72 KEYNOTES WITH FEATURE DESCRIPTIONS: m rare •� x.rw O - twtrz s rmenrx >I •ry Vrt•s NWOw wLL wwrtn •n wr - ®wnu avrlut mm'srMx! w o lot a9.w. Ir— ellen( PI�v m m. nm H r w raw AA W. vr— - wr er rvr THE UNION BAR ®- vvnxwPn[ mn 121 E COLLEGE HI ® B .n nm moor a. w•rz n.r m! fl CNn -'nmol xHP x.l ,on nMle P naYFxa25 N1 YP .r mle.rz Eu ® YYN ILA, AAA. ITT UIa AT,s III A— v.nn ZI I `ionw¢ r).1 vman •r nA an v n<sew.. wr w 11[ xer slew p1 Tie W46 e1u wx • m TATuu (ATA. II,u A I AA %AIkT LTICATCOITn mss'.;'�T� K� rat r.vs..rr OmR �19RM naw 1•[ IT f,o-xrvo-2.w / x .1.w•�, ,� qlAAIT— dTK ra 19q°.Po/.-. wru+nHAAYA rrwc .1 MARTINIS 127 E COLLEGE HORIZONTAL CONTROL - COLLEGE ST. x0160]11. bllY N r avMw v. -n avmnxw.r •. x'sns�le.1'w n wn uw In®I,•L Na¢ R ar •r awwm sP vv �� �n w o,rn maxi P IT,AT .,II AAAI sYav wwc fwYs I EXISTING SANITARY MH WTH 6.3' DEEP VAULT RIM -680.11 IE 10- CLAY (N -S)=66961 IE 12" CLAY (W)-669.2fi IE 15" CLAY (E)-669.01 . IC_ 7r I^—IU4INE�BEE SHEEP vtw n I EXISTING STORM INTAKE I '7 TG=679 43 1 � �I IE 12• RCP (W) -672 i PEEXISTING STORM GRATE TO EX (W)=672.53 I IGRATE 67 O603 8CLRW / E 76.0SOUTH G RA c FILED l F S 1016 FEB S Pr f 19 k LI' _ - CITY r) o . / 1 HH. f I _A,i-1 t ,I L 1:)17 02 ty _ 1 S'0`1 ORAN RIlsE73 / A - L IL 62 � 1 xw T1<:@+nRGE TJ h t'. P5*t - "AITF 67..` ke I'�� -.cL3vt vl ' 11�_ I.L. 1 - IT, -EkI�TING STORM MF - 0 00 RIM ii6B0.28 $Ej-O7Y.88 /IfI.0 DRAIN EOR FOUNT0AIN 1 RIM=68.02 J P10 5 DUBUQUE SHERATON INN BOTTOM=679.9 TLET TO FOUNTAIN=679.72 KEYNOTES WITH FEATURE DESCRIPTIONS: m rare •� x.rw O - twtrz s rmenrx •tl. •ry Vrt•s NWOw wLL wwrtn •n wr - ®wnu avrlut mm'srMx! q o lot a9.w. Ir— ellen( PI�v m m. nm H r w raw AA 1R..a vr— - wr er rvr O - �®� ®- vvnxwPn[ mn NA / rW. —°°— ® B .n nm moor a. w•rz n.r m! fl CNn -'nmol xHP x.l ,on nMle P naYFxa25 N1 YP .r mle.rz Eu SHARE WINE LOUNGE h SMALL PLATE BISTRO 210 S DUBUQUE I SURVEY LEGEND O - w sr•s S, m _MITrrm w e• ® - ®wnu - In2o1 MIA b - rR mollwr D awsasu em —w—w— _ • a - mxgwr xCl r-�•m ® _ vr— - wr er rvr O - �®� ®- vvnxwPn[ mn DD - wMm.xnv —°°— ® B .n a. w•rz n.r -'nmol xHP x.l ,on nMle P naYFxa25 N1 YP SHARE WINE LOUNGE h SMALL PLATE BISTRO 210 S DUBUQUE I SURVEY LEGEND O - w sr•s S, m _MITrrm w e• ® - ®wnu - In2o1 —n — a — _ eraw crw w b - rR mollwr D awsasu em —w—w— _ • a - mxgwr xCl r-�•m ® _ vr— - wr er rvr O - �®� ®- vvnxwPn[ mn DD - wMm.xnv —°°— ® B .n a. w•rz n.r -'nmol xHP x.l ,on nMle P naYFxa25 N1 YP ® YYN ILA, AAA. ITT AT,s III A— v.nn `ionw¢ r).1 vman •r nA an v n<sew.. wr w 11[ xer slew p1 Tie W46 0 S' 10' 2D I I I I O genus [ landscape arclNiects 325 EAST 5- STREET DES MOINES. IA 50309 T 515 264 1010 INW W.GENOS-LACOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CO.A522 P3193381818 CNK ENGINEER SHOEMAKERS HMIAND IM HOLIDAY ROAD CORAVALLE RM41 P319M1,7150 ELECTRICAL III TRAFFIC SIGNALIZATION SIZE CONSULTING ONE CARLSON PAWWAY NORTH, MKINEAPOLS, 05W7444PM.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTONSTREET, STE.B NYHA CITY W521/0 P 319.333.1850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE. STE 200 MINNEAPOLIS, MN 55111 P 812339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA w w2B(Nii 10%00 02 ON80/A117 100%DO 03 1&111,2017 MCD w 1Y 17 100%CD w 01,211 18 BID BET 8a xa� AC yw CCIEJH1PNISS SITE SURVEY - AREA 2 18030 V102 �PB rPe - LI _I I >I yl BREAD GARDEN MARKET AND BAKERY -� 225 5 LIMN i IA CTITY FITNESS 3rd FLOOR PLAZA TOWERS �I �I UNDERGROUND PRI NO 210 S DUBUOUE I1I. I EXISTING STORM INTAKE RTM-676.66 ------------IE 12° RCP (SE)=673.68 --------------------------...--"---------- EXISTING STORM MH ..—. RN) 663 45 IS JO' RCP (N)w663.4 IE 18' RCP (W).669.25 1018 EB IS JO' RCP (5)=661.80 EXISTING STORM INTAKE TOP )- PIPE=6LLOW GRATE -677,59 IE 12° RCP (NW)=i00 SHALLOW �. i i Y ('; IE 12" RCP (5)=668.95 1 l EXISTING SANITARY M'-. ]{ (n- S RIM=676. ll to 1/ IS (N)-665 85 IE (W).665.6A1 EXISTING STORM MH L - PUBLIC LIBRARY RIM 676.61 123 S LINN IS 24 -RCP (W)662.41 IF 30' RCP (N)=-661,4! IE 36' RCP (5)1§6L41� El ELI! I IT A- i r \ HOTEL VETRO k CONFERENCE CENTER 221 5 LINN GRATED STEAM VAULT - VENT SAME SIZE AS TOP FORMOSA EXISTING STORM MH OONSTRucT10N LI.ITS 221 E COLLEGE RIM -675.25 IE J6' RCP (N -S)=660.65 IE 12° MR (W).869.25_ EXISTING SANITARY MH J. RIM -675.35 1 IF (SW)=668.50 IS (W)-666.95 IS (N -S)=665.05--___._ 7 genus [ landscape architects J 325 EAST STM STREET DES MOINES. IA 50309 T 515 261 1010 W W W.GENUSAA.COWL ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACITY.M52240 P 3193387878 CIYILENGMEER SHOEMAKER8HPP1AN0 160 HOLIDAY ROAD CORALVIUE. AM41 P319.3517150 SRF CONSULTING ONE CARLSON PARKWAY NORTH STE 150 MINNEAPOLIS, MN55A Id4E3 P753.4750010 STRUCTURAL ENGINEER RAKER RHODE6 ENGINEERING 122E WASHINGTON STREET. STE. B ICWACRY LA52240 P 319.333.1850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE. STE Z00 MINNEAPOLIS, MN 55414 P 612.339 5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M EEO 01 O0211/2011 TODD e2 DN20Ro1T 1M% DO W 1w1w201T 6016CO 04 12p012917 1o0%OD W oil 18 BID6ET CCIENImiss SITE SURVEY - AREA 3 16W4 V103 SURVEY LEGEND naN - I Lb®!Y b`.a 11--«4./Y. 111.1-]u' i��-� a, CI ]tr Ni -un / Y.. Jlv-v]o-6]3] Imemin n-ni N / Y. NY-.L•-YA y��� ,�� w�W.oesiAo-]W epi py ri .m wrzs Ya Ywrev cvn. rw IT, Y.. Yw] wTYa rew ee Ynm _z�) mom. w m`NxK..i.10. I w (wx1.xIT ,.rz VOREA IT 'u5P r0 oweNr.won ITT IT DRT,_ Imrwn.M o ae°Y` µrtn'ma.14Y:mortYxo�� nc o vNYwR 0 er M an Diow an u Yu wAeewwwn]n.. lee snaae roAaAman Ne .a.. I m Ywn � �w.r wocmm I III —D, Vaw'hAtY N nN w ver rowt�Tew 8 Yo .Y n /iaT rMww mor n<wx. ]n WMmIROK Y. A1T aiD"' IT vih ✓am Ams—II BENCHMARK INFORMATON xwrr IT s mea a mm a. aro inMAV)W Y w xn ro x]wr.r o m va s o]wu IT. rew rro morula O[WIOk�]Q]. NO rol W]W r.a m AT,mYwRpmuro o" `Rn p.N maw mewasne HORIZONTAL CONTROL - COLLEGE ST, xee]w.r waw n M Y w Wr Y iroYee wi IC w Ica xl0wer.]r ..a mwn 411 0JTYwwMm OONO[ .O o'MVIw .l x,M gRM6IT w01A 1pR PLANT UST SHRUBS m roam xYa mYw AAw N mro�r m ro.w.cww flue wau wmue uYYro auto vr[ TO ��Wwn YIe[MY]ay IIT TTIVIA.D]O PLANT UST - TREES m evr.Ycn AYe maw Y� xm� wYx4 .Y! Y.P! Y eY OOIYroYw aY wro.ena mevroa — NA.row mY IRIE lxm Oma .IONS wm�LN T urs — -01M NY- —N - amvi m uo vwrrr m un —r _ 11�.ero'Lq nO —c _umoueo B¢swun —w — -ry swla6 —• —• — _ an uo - l LL (rR..) w _ .r.AmArt wvraro ______________ amxnae.mcror rts .— � - - / o�.A— ___ aAnn _ C _ - c 'A—' ¢ - ewrom Yw p - mr T wn p - ® - Y1 _ T Nl _ .m ® _ x T- u v T m - - arrr]r maneY a ®e,T mYYwc ®-eITT,T .ea ® - a... YY.ue - nYrc mon e� Mro - TOY CYrt eeR ® - me.W ®_ wrrn xYo ... rm ll9 _ 4 _ YYN nxarzowwAa.s KEYNOTES WTH FEATURE OSIP110N5: m TDTn.ro roNnsww owoa+l w. w roirow n ea w aew oa waaroe +rm mt vnaa AT Nw mn mITmoartww sane Y.rt IIAI OIL .m Ctlle01IYtii®r1YIJ ew v wontuMvw a www omwrn wen ro sa n.o� w rwtwo ew o� mie.rt r.Y F w nrorc mmv wv em v.a mam mioart Nm eo.w w rAnero ee]w an car untae ror.A.. ro]L nm x.11 caner m raem wn=aw caro / a.l m1[tTw Ica rR ® DI TAw VXwM mt ^.°NwwY C]nYe nnmM09Yi w0- mRZW n� -MN/Y. ]itNNnn I,K AeuMYY'OT' N aw vu 4tviT¢P Tw A®m ]eYppap Yo®' mM LN w IDT-. 'Oe tw wltTws .1 Y .Sr m OF `01 fof 111ITWCIITN YI YOwaY Yiwla ML was. YYss Im V M sA'.FFS muRro2 ..NYwa MGOYS Iia[ I NM taeAmmMale[�. x'iAwC�i nA'4i AO K . IT Ma ... OmewOa YTttT �r cam OOVn. M AR 1MwOei1 R m awKNe Ar mO[2 eAt wY,. mmCAXAmff mn Ds' 111' 20' x AaroA]ee rnAmw I � I O genus [ landscape architects J 325 EAST STM STREET DES MOINES. IA 50309 T 515 261 1010 W W W.GENUSAA.COWL ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACITY.M52240 P 3193387878 CIYILENGMEER SHOEMAKER8HPP1AN0 160 HOLIDAY ROAD CORALVIUE. AM41 P319.3517150 SRF CONSULTING ONE CARLSON PARKWAY NORTH STE 150 MINNEAPOLIS, MN55A Id4E3 P753.4750010 STRUCTURAL ENGINEER RAKER RHODE6 ENGINEERING 122E WASHINGTON STREET. STE. B ICWACRY LA52240 P 319.333.1850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE. STE Z00 MINNEAPOLIS, MN 55414 P 612.339 5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M EEO 01 O0211/2011 TODD e2 DN20Ro1T 1M% DO W 1w1w201T 6016CO 04 12p012917 1o0%OD W oil 18 BID6ET CCIENImiss SITE SURVEY - AREA 3 16W4 V103 F 1 RJ—C,51 Pe - P ,.,;h F 1. l (W' S e `J I.t t, E,.V (E,-..4 IE ALLEY THESE WATER SHUTOFF STRUCTURES ARE ATTACHED TO S1DE OF BUILDING AND ARE NOT ON GROUND SURFACE ASPEN LEAF FROZEN YOGURT 125 S DUBUQUE EXISTING STORM / RIM-EaO E 15' RCP (W)=673 E 15 NCP (S)=673 , EXISTING STORM IN LIr TG -69 IE 12- RCP (W)=6 S MATDHLINE, BBEE SHEET Vt D2 �— PI-AZA CFNTRF BENCHMARK INFORMATION np.w eA AT. s... l, AAA 6 pNOI rt. IfM M Pnu.S I W24 NAW W UAYw n p•Ao AN ww wn W TUNA AK HORIZONTAL CONTROL - COLLEGE ST. xomr•v ww WiX plfKlfRrt uw n.-� KnrR N1Y1Kr Aa MII wmwP0..O0 �w•l n xU YN u+lwo.v amx�. xoKarr wwn P (ITTv Kaon ao gwStvx.olK TA All clorp,mo n.Y vv ww[awA.a T C-0 '17i A".t re I 2 ti ta- I.LL-� I / L U , = 7MTCMINE BEE qL17- - - �—� f - 'Gal FILED -I- _2O18Er_f r16 PM 1 1- - 6Bp;RW TI\ C�/I♦Tif CLERK 11 MI SY u/ ?-tom. _ IE 6: RGP (W)-676 4101 / 1o1TH ICY. RK f - J RIM ELEV. 661.40 IE 12' RCP (E)-6)5.91) TR LJ PLANS PROVIDE SHOW THAT THE VAULT IS 7.92' DEEP FROM RIM L TO BOTTOM BOX. 3 D 6 , s 7 FIELD HOUSE 118 u6 S DUBUQUE /L�.'OCT� DC'S G- t24 S DUBUQUE �1 UI HEALTHCARE 130 S DUBUQUE • I " MERGE I — — 136 S DUBUQUE — r,. -- SURVEY LEGEND n KwA..1.,MR . PAno¢a e•K PLANT LIST - SHRUBS _--- _--- _.--_ _ r _ r ZQ _.pam�awe y+ -TAIT A.a .m nAv s.a ov wuo.e w rwmwa sewn u we mw.cxr .cr aw.e fa -All, u �>m AT AT v- u amwe uaw ALA, .• x 0 -A. V .wp u1P N}.f•w aPKl O __ vv— - u•w xU' - u AME AA AAAAAA IMM ew.e® w.W. _—`` _ .•. _0 _ aArrlcxmll.w <w'r awcwv —°e— _ ®ar_ � _ Kanc uart sAx wawn..K •m K. xnv _ fu m.. Km me nw wrt wn w•Ie a PLANT LIST - TREES Uv _ uwwr.n uuw s If am. me wn . - amr ww lu. rmr Al .Aoc Kan Kr ewer Iw. II x.e ______________" .aczv ay.le.x.1 qp • .a e�x MAwow nafuleM w •w weA Awn.•ru .ws. z.c wK.. xon. m - w femr .-I AIT L Ww IPMY 9p BY NYA!® OY NTY•. _ .+. -. F. _------ _ Ip¢' Y dlmf nR.D'.x. YMA' Ce III slim ".. _..._.. _ AY PF•U° ®al . Am A. I cAL QZITAA TAI ween v avrma e.mkoway.o• m•wes lo.enK.r. ( ---__ - a.•+.w. M.c ux. n me.i YK - All vTTA AwallecomA -Tl ITTVIAL 'A.' AID PIQB6weawwP w O M Ogle 9PKa K K. mf alw a 5• 1a 2a O genus ] landscape achifecIl ] 325 EAST 5TM STREET DES MOINES, IA 50309 I 515 264 1010 VVW W.GENUS-LA.COM ARCHIIECT NEUM4NN MONSON ARCHITECTS 221 EAST COLLEGE SIR .STE. 303 OWACTTVA52M0 P 319.3387616 CML ENGINEER SHOEMAKER S WA AND 160 HOLIDAY ROAD CORALVILLE, N 52241 P319351.71M ELEC IWCAL 8 TRAFFIC EI A4LIZATNMI SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55/474U3 P 763.475.0010 STRUCTURAL ENGINEER RIUKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE.6 IOWA CITY, IA 52240 P 319, 333.7850 LIGNTNG DESIGN SCHULER SHOO( 219 MAIN STREET BE, STE. 200 MINNFMOUS, MN 55114 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M 01 IIM2&209 70% DD OR 9N9MY017 100%DD 03 10I16271T 511%00 d 122P2017 100%CD O5 O1F26Q018 BIDSET BID .e.e AC rs CCIEH/MASS SITE SURVEY - AREA 4 18034 V104 .v-ax-alu A,wiml� ATATTAT • wn, m ua..A) w N. aua � - - ••.TAT AI—,•A, mew. n al. —1 a a1A, wwrra. no-rtl-w. / uYn°-m-ern vl a / e: n�ewm .A. AT TTATTT ll aNA• rtv AAAA., s x- •e ( w�Gl. carr•R r fr+ srn-oAm um / e n.-�xn ® 1. ..:a �r ,�:�..my .. AA . rzMo-aw I w elseso-w.e o`.TT u m Al ne-coram A. r:e TKv�I..1 A.AAM RAFTX MATDHLINE, BBEE SHEET Vt D2 �— PI-AZA CFNTRF BENCHMARK INFORMATION np.w eA AT. s... l, AAA 6 pNOI rt. IfM M Pnu.S I W24 NAW W UAYw n p•Ao AN ww wn W TUNA AK HORIZONTAL CONTROL - COLLEGE ST. xomr•v ww WiX plfKlfRrt uw n.-� KnrR N1Y1Kr Aa MII wmwP0..O0 �w•l n xU YN u+lwo.v amx�. xoKarr wwn P (ITTv Kaon ao gwStvx.olK TA All clorp,mo n.Y vv ww[awA.a T C-0 '17i A".t re I 2 ti ta- I.LL-� I / L U , = 7MTCMINE BEE qL17- - - �—� f - 'Gal FILED -I- _2O18Er_f r16 PM 1 1- - 6Bp;RW TI\ C�/I♦Tif CLERK 11 MI SY u/ ?-tom. _ IE 6: RGP (W)-676 4101 / 1o1TH ICY. RK f - J RIM ELEV. 661.40 IE 12' RCP (E)-6)5.91) TR LJ PLANS PROVIDE SHOW THAT THE VAULT IS 7.92' DEEP FROM RIM L TO BOTTOM BOX. 3 D 6 , s 7 FIELD HOUSE 118 u6 S DUBUQUE /L�.'OCT� DC'S G- t24 S DUBUQUE �1 UI HEALTHCARE 130 S DUBUQUE • I " MERGE I — — 136 S DUBUQUE — r,. -- SURVEY LEGEND n KwA..1.,MR . PAno¢a e•K PLANT LIST - SHRUBS _--- _--- _.--_ _ r _ r ZQ _.pam�awe y+ -TAIT A.a .m nAv s.a ov wuo.e w rwmwa sewn u we mw.cxr .cr aw.e fa -All, u �>m AT AT v- u amwe uaw ALA, .• x 0 -A. V .wp u1P N}.f•w aPKl O __ vv— - u•w xU' - u AME AA AAAAAA IMM ew.e® w.W. _—`` _ .•. _0 _ aArrlcxmll.w <w'r awcwv —°e— _ ®ar_ � _ Kanc uart sAx wawn..K •m K. xnv _ fu m.. Km me nw wrt wn w•Ie a PLANT LIST - TREES Uv _ uwwr.n uuw s If am. me wn . - amr ww lu. rmr Al .Aoc Kan Kr ewer Iw. II x.e ______________" .aczv ay.le.x.1 qp • .a e�x MAwow nafuleM w •w weA Awn.•ru .ws. z.c wK.. xon. m - w femr .-I AIT L Ww IPMY 9p BY NYA!® OY NTY•. _ .+. -. F. _------ _ Ip¢' Y dlmf nR.D'.x. YMA' Ce III slim ".. _..._.. _ AY PF•U° ®al . Am A. I cAL QZITAA TAI ween v avrma e.mkoway.o• m•wes lo.enK.r. ( ---__ - a.•+.w. M.c ux. n me.i YK - All vTTA AwallecomA -Tl ITTVIAL 'A.' AID PIQB6weawwP w O M Ogle 9PKa K K. mf alw a 5• 1a 2a O genus ] landscape achifecIl ] 325 EAST 5TM STREET DES MOINES, IA 50309 I 515 264 1010 VVW W.GENUS-LA.COM ARCHIIECT NEUM4NN MONSON ARCHITECTS 221 EAST COLLEGE SIR .STE. 303 OWACTTVA52M0 P 319.3387616 CML ENGINEER SHOEMAKER S WA AND 160 HOLIDAY ROAD CORALVILLE, N 52241 P319351.71M ELEC IWCAL 8 TRAFFIC EI A4LIZATNMI SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55/474U3 P 763.475.0010 STRUCTURAL ENGINEER RIUKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE.6 IOWA CITY, IA 52240 P 319, 333.7850 LIGNTNG DESIGN SCHULER SHOO( 219 MAIN STREET BE, STE. 200 MINNFMOUS, MN 55114 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M 01 IIM2&209 70% DD OR 9N9MY017 100%DD 03 10I16271T 511%00 d 122P2017 100%CD O5 O1F26Q018 BIDSET BID .e.e AC rs CCIEH/MASS SITE SURVEY - AREA 4 18034 V104 i® mmlimw1fflfmmIm Man- - [al l � V J �ri —Ly l \ S HERTEEN h STOCKER JEWELc 101 S DUBUO_d I TEN THOUSAND oI':-_ 105 S [ L 3 ; . 109 5 D FORBIDDEN PLANET 111 5 DUBUOUE ROOT PRE I'1 115 5 DUFLUIi H E%IEµ`TCHLIN5, 8BEE BNEET V104 I OT _; pp r i _ .,1 l; _ fiH fLFYi BLACKHAWR PARK/ 4 CLRWJ qr. � LB ....10 ILED ' 116 M 1: 9 f CftRK CIT* 10W I __,,-SANITARY CLAN O'J- T N�- A�� I TOP -68255 i 4/ • \ .. I ITT < SAN ITAttEAN OUTS j j OP: -581.9L 94 BUZZ -SALON 201 S OUBUOUE h I SURVEY LEGEND v.. w,u.. vn w�r.ay. smrr soRYs n. -mai wort xom r<u+wrws - res # ur wcnR.[uYs .w#ers ux[m.r •iBENCHMARK BENCHMARK INFORMATION KEYNOTES 1NM FEATURE DESCRIPTIONS._ n araw.ra rmr amcv[ YT mllart Y.a PLANT LIST - SHRUBS ecruw u.r ReR�-w7um tj - em•m •vYe fj _ u•n �e< � •I[I , vYs wrrm rb M u'vn# nvYav 1wG xY.Y ro 4e Y:y •i0ry •mTWA._ xwYr n x m•a s m.a n s T WY] � ww O [WnFR MN'OfILI1C rYrIS YWC WWR Yrw. uwr [O•'.Ci •irrFO \M 0•M YnR r[l _ rare a n ® Y w = TW t[P IIw w•rYn RY 1Fn � _ M x1wMr 40 MM M1wMr ® _ nYOR[P Y ® - R[(IIF YMWt aN Yn W�uo r•w.RR Y •# Ml wwrrn A. vtt W TID 14M¢n res rPMrN RGIw nid[. ne-.ve-e�w mw[. aiv-Esaaw_mYW1aN# o¢s wum �p rvry . [w�iw6 114L IWEI Iw w wwi0( R. I(M # OrA/wR wj♦ Ix.w ml ww i Im c[[ypr4 iwV —Y r Yr uo ry ti' r ® mnYa[ •YYw[ m _ AONO[4X Yn. cneaR Y.w wAK a ,v- ,_u♦r / Y`n0.a�-nar r . on cmE wurw[s nvcr K Yws 39Yn nl ww r �m w YR Yc •PLANT rmED GET vrrrR [VIYn v p¢#.y Ng F v w sa v« n roses wan a mart res im� wa.. ncw HORIZONTAL CONTROL CIXLECE ST. UST TREES w _ .mo•uR wmi s nes war �] w. - Ywmr xi• w va Oo Lw¢ maa aauR ao nes rY roux nRn Y em[x [ ra ar. I -IL arasnrm w ms w.wcl uani o �nu.n mos m.r rert .o¢sxc.w wmirt mnln P In orYR.rt Iu[ mrn.' x# xu wrta ra _ t9 su mr T - mrr.rw..i •[w rro n,aew mnes wIm1I a�oYl zs•utlw axx.. a nv-u,brw .nm / Y n0.so-xn .rv: m#. vv -..R -Ives m ],>[.M1[n /Y Y�>i10.WY w.a ow .oro.�,r :�w . w9�. a.� an „o .. .w .ro14 a[�=rv[.n�ry rt... v:,w:rsn'R PFx4.P®r. ArrwORiw�n rrt mvwrt M nRV Y w,ww•wwY�. a1, Ya"p °Ow'w n41w1°`a.�v [r•n#arR WR w RY a ems ww •[Na rm Yrtuasma • rwWlYw rwYm Ym�f. rwCrYMwrWE .FF "'"[ •Y R.Yna m. Rn FAnvm NJllLLdat .� —._.-.___. _ ,aw _7 _... -:: - _ ___ rrt/*u w..w _... -.. __. - r. ® wau m. ❑ YwwY.mx .noi .E w�mcw..m #ra• �w r .•. YerwF esw. ReR ra m rem rm m [onrYm #m •[a.Y YYYv •w ram mnRR ox/esu w vmm�w a V twou mnr.x 1C WIGYa al TYm SRApY L npw T( lU Wi i m�ir 8 VmID O� m u��. Ys r#�➢E [�IFYn'tAA.]a0 Y r•Wa TMSVMFA _ PAg l NrFrxrlD[ M.YV.rO taCYR L i -NA / •. nY-velYA wYY Url O Vi# M!r w Yes EDW IP w - YwM1 xMmAF.® IC } FIICITM r[.Y•aFw ♦ wlwYn br Y U LT a RYO CwMrnRi T n R wMrC gin w lY .Ywu @ YNWi •FM YM[ r.[ OwRrt .RWt Y1rF2 �rRws u.2 M # R[�.A�iOrwi •P r.'RYt .�O R4t9r1 NP[R rrr{t w 0O5 M.l rW P.rMxt .a Y xMY[L ••.t mp[E rMi mnn YYYLN[ Yi 0R4 •a n ® �' 1pY�-� M C.0 OT a w.YY[Pi. a RD RYNY YII. .a CwRm•a mrd �Iw# K O # RYiu[ 9nRr M M[ FI wPF 0' S' f 29 a .wYw••Y wYR[Y.. I I I I O genus [ landscape architects ] 325 EAST Si STREET DES MOINES. IA 50309 T 515 284 IDID W W W.GENUSAA.COM AP409 r NETRAA3N MONS DN ANCHI TEM III EASTaUZOE STR Er, SMS3 IOWACMY, M SZM P3193387878 CMN. ENGINEER SHOEMAKER B KAAIAND 180 HOLIDAY ROAD CORALVILIE. A M41 P 3193517150 ELECTRICAL 6 TRAFFIC INGNAlPATION SITE CONSULTING ONE CARLSON PARKWAY NORTH, STE. ISO MINNEAPOLIS, AN 554474443 P 783.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTON STREET, STE.B IOWA CITY, IA 51240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE. STE. 244 MINNEAPOLIS. MN 55414 P 612339.5958 PEDESTRKN MALL IMPROVEMENTS IOWA CITY M 01 0426'2017 70% DD 02 069M2017 100%m 03 MEIJ O1T MCD 01 1P12W1017 100%CD O6 OV20(201R BID SET BD u: AC CCtEY17PNIB6 SITE SURVEY - AREA 5 16BJ4 V105 R Ch � C% PHASE 2. 2019 - - - - C®7 ❑ O © r rl u II I GENERAL . . sR!c�! .:e!!_ at! INN CC::a.� .�iflGio;.Ti�ie�i�1'a�-esi�i�i L� J PHASE 1. 2018uNNHLj AHHH ( l PAT CTINE AND SURFACING PROTECT IN PLACE ) a [] WIDE PATH SHALL REMAIN ALONG EACH BUILDING FACADE (MINIMUM 11 ALONG EAST SIDE DUSUOUE FOR FIRE ACCESS) UNTIL SUCH TIME AS THE SIDEWALK IS TO BE DEMOLISHED. PAVED AND REOPENED TO THE PUBLIC. THE DEMOLITION, PAVING AND REOPENING SHALL BE SCHEDULED SO WORK IS COMPLETED W ITHCUT INTERRUPTION M DELAY. 2. WHEN THE&FOOT MINIMUM PEDESTRIAN ACR'`ENT�CPDE IS BLOCKED, ATEMPoRARY PATH WIIHMTHEN DCE O (DOR :HALL BEPROVIDED TO MAINTAIN CONTINUO SAC OF E. COLLEGE ST. AND DUBUQUE ST. 3. PROPERTY AND BUSINESS OWNERS SHALL BE NOTIFIED ONE WEEK PRIOR TO SREPREPARATIONANDCONSTR TH R BUILDING. NOTCESHALLAGAINBEGNEN40 I - Ft 4. WORK THAT LIMITS ACCESS TO OR THROUGH A BUIL€DIN'G ENTRANCE OII 7 INTERRUPTS WATER VICE SHALL BE COO' Y AFFECTED PROPERTY OWNER,USSINESS OWNER.THE II FTrvWR.ITYFRA'mE IOWA CITY FIRE DEPARTMENT. {✓�A/A�J�M 5. WRING PERIODS OF NONCON:TRUCTIOWf[N�R�I�BTiltn{:IdBE INSTALLED IN INTERSECTIONS,:IDEWALKS AND BE MAINTAINEE66 CONTRACTOR 0. TEMPORARY ACCESS TO BUSINESSES MY INCLUDE P THICK PCC. BRIDGING, PLANKING. OR OTHER METHODS APPROVED BY THE CITY OF IOWA CITY. T. CONTRACTOR SHALL PROVIDE SUFFICIENT ACCESS FOR DELIVERIES AND TRASH REMOVAL WRING CONSTRUCTION. 0. CITY TO PROVIMSIGNS FOR EACH BUSINESS FOR CONTRACTOR TO MAINTAIN AND MOVE DURING CONSTRUCTION PHASING. S. CONTRACTOR AND CREW RESPONSIBLE FOR FINDING PARKING FOR PERSONAL VEHICLES OUTSIDE OF PROJECT AREA. GENERAL TRAFFIC NOTES 1. ALL TRAFFIC CONTROL MEASURES SMALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2. ALL TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED. MAINTAINED, AND REMOVED BY THE CONTRACTOR. 3. TRAFFIC CWTRM MEASURES SMALL BE IN PLACE ANY TIME THE CONTRACTOR IS PERFORMING WORK IN THE CITY RIGHT# -WAY. 4. COORDINATE WITH TRANSITCITY OF IOWA CITY, CAMPUS POLICE. FIRE AND AMBULANCE, OTHERS AS NECESSARY. MIDAM GAS LINE ABANDONMENT 6 RELOCATION NOTES 1. FEBRUARY 2016: COMPLETE ATTACHMENT EASEMENTS FOR 152. 105. 110 ANO 112 COLLEGE ST (THESE ADDRESSES HAVE NO REAR ACCESS TD WE ALLEY) ONCE —"-"-" THESE ARE CONFIRMED. INTERIOR PIPING BIO WILL BE RELEASED. NEW ALLEYWAY METER SETS WILL BE COMPLETED IN THIS TIME. 2. FEBRUARYNMRCH2OIB: INTERIOR PIPING COMPLETED. 3. MARCHM8: SERVICE TIE-0VERS AND METER SETS INSTALLED. 4' STEEL GAS MAIN WILL BE ABANDONED IN THE PED MALL AT THIS POINT. ABANDONMENT WILL BE AT THE CORNER OF S LINN STAND COLLEGE ST SHOWN BELOW. THIS ABA24DDNMENT WILL TAKE PEACE BENEATH THE SIDEWALK WHERE THE GAS LINE IN PURPLE SHOWN BELOW TEES, ALL GAS MAIN IN THE PEDESTRIAN MALL WILL BE ABANDONED. MIDAM WILL HAVE ACTIVE GAS MAIN AND SERVICES IN ALL ADJOINING ALLEYWAYS TO THE PEDESTRIAN MALL. 4. INSTALLATION OF 2 -INCH PLASTIC GAS MAIN WITHIN THE ALLEY AND ACROSS DUBUQUE STREET DURING PHASE 1. O PHASE 2.2019 0• 15 30• BY I I I I D I genus ] londscope architects ] 325 EAST 51H STREET DES MOINES, A 50309 T 515 284 1010 W W W.GENUSIA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STREET, STE. 303 I NACRY,M52240 P319.3387878 CIVIL ENGINEER SHOEMN(ER3N4AIAND 160 HOLIDAY ROAD CORALVILLE, N 52241 P 319.351.1150 ELECTRMAL 6 TRAFFIC SIGKALYATKIN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 55447d443 P 7634150010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET. STE. B IOWA CITY, A 52240 P 319337.1850 UGKTINGOESIGN SCHULER SHOOK 219 MN STREET SE, SIE. 7110 MINNEAPOLIS, MN 55414 P 612.719.5958 PERESTR(AR MALL IMPROVEMENTS IOWACITY,A 17 J Dl 042E 7 10%DO 02 0W3012o11 1W%DD 03 lD'182o12 50% CD S4 1220' ET 100%Co 05 01I2W2018 BID SET BID AC CCIEHIPNISS PROJECT PHASING PLAN 1� D101 CONTACTS CONTACT INFORMATION ADDRESS BUSINESS I BUSINESS CONTACT PROPERTY OWNER I OWNER CONTACT 132 S. CLINTON STREET YOTOPIAIVEROMCATESSLER CHRIS MARUl4 103 E. COLLEGE STREET RAYGUN I JOE HEUERMANN MARC MCENIMOEN GROUP WELLS FARGO I GEORGE HARTNEY SCULPT I JOSH KRAKAUER tOBBCOLLEGE STREET EL PATRON I GEORGE ETRE JIM MONOMAR) 110 E. COLLEGE STREET DGIINELI PUB I JOSH IMMERFALL FIRMA FLYNWONETEN PROPERTIES 112 E. COLLEGE STREET MOND05 SALOON I JASON DEPPE JIM MONDMAAO 111 E. COLLEGE STREET CURRENTLY FOR SALE ANTHONY MARLCIONVOWA COY CAPITAL PARTNERS 114 E. COLLEGE STREET TCB I JOE MURPHY JIM MONDANARO 115 E. COLLEGE STREET GRAZE I PETER HARMAN MOEN GROUPIMONICA MOENIROBERT JETT 117 E. COLLEGE STREET REVIVAL I SHIEIA DAVISSON TAILWIND GROUPIKYLE SMITH 115 E. COLLEGE STREET FILM SCENE I JOE TIEFENTI9ALER MOEN GROUPIMARC MOEN VELVET COATI MICHELLE CALVIN MODUS 121 E. COLLEGE STREET THE UNION BAR I GEORGE WHRGRAPH TAILWIND GROWMYLE SMITH 125 E. COLLEGE STREET MARTINIS I KIM MARSHALL Ata LONG0104ARTINIB PROPERTIES LLC ITIS E. WASHINGTON STREET TEN THOUSAND VILLAGES I CASSIDY UNIVERSITY OF IOWAIKEVIN MOTE HERMEN 5 STOCKER JEWELERS /TIM DICKENS 201 E. WASHINGTON STREET BUZZ SALON I JODI CONNOLLY. TOM CMNOLLY MOEN GROUPAMRC MOEN META COMMUNICATIONS I SCOTT KOKOTAN XT E. WASHINGTON STREET ARTISWSIANGELA WINNII(E TANA CRONBAUGHTNINA JAVA LLC IN S. DUBUQUE STREET TEXTILES I RUTU JAIN UNIVERSITY OF OWAM(EVIN MOTE 111 S. DUBUQUE STREET ROOT PRETTY I KRISTA OOLASH JOHN KOZNKEVIN MOTE FORBIDDEN PLANET I THOMAS CONNOLLY 118 S. DUBUQUE STREET FIELD HOUSE MOEN GROUPAIDEN TRUSTIMARC MOENRMONICA MOEN 124 S. DUBUQUE STREET DCS I NICK MILLER AMBROSE B ASSOCIATES REIATORSTMCY BARKALOW 1255. DUBUQUE STREET PASA CENTRE ONE I ANNETTE REED AMBROSE S ASSOCIATES MIATOR.SGERRY AMBROSE US CONGRESS I DAVID LESHTL ZEPHYRSISTEVE PAJUNEN ASPEN LOW YOGURT I SAF IMIK 210 S. DUBUQUE STREET SHERATON I GRADUATE HOTELS ERIC MASONAJ CAPITAL PARTNERS 123 S. LINN STREET MERGE I KATE MORELMD. MARK NOLTE IOWA CITY PUBLIC UBRARYICITY OF IOWA CITY 201 S. LINN STREET HOTEL VETRO I STEVE BMYKA MEN GROUPIMARC MOEN FORMOSA I GEORGE ETRE BROTHERS I MICHAEL LAWLER PARTIAL LIST OF EVENTS FILED THE FOLLOWING EVENTS ARE SCHEDULED FOR M18 AND N19 IN OR WITHIN THE VICINITY OF THE PROJECT. THE CONTRACTOR SHALL USEDISUPTHE DAT EIS)MOLOCATION(STRUCTIORDIF�I�EHT1'INgEVEfiT� �. SPONSOR TO MINIMIZE DISRUPTION TO THE EVENTAND CONSTRUCTION PR EL'Z 66 PP SUSAN CRAIG TEL 319356-5241 CAD CONTACT: MARK NMTE Ml PHASE I CONSTRUCTION EVENT T.B.D. [ ICDD I MISSION CREEK FESTIVAL I ENGLERT THEATER I /CAD EVENT ICAD EVENT ICAD EVENT TAKE BACK THE NIGHT I WRAC I FLYOVER FASHION FESTIVAL I SIMEONTALIEY(9GMAIL COM I OLD CAPITOL CRITERIUM BIKE RACE I BANDERtO®GMML.COM I ICAD EVENT STEAM FESTIVAL [ ICPL I CAD EVENT ICAD EVENT FRIDAY NIGHTOONOERT IMDEVENT CHILDRENS DAY [ KSL I ARTS FEST PRIDE PARADE I IOPRIDE I ICAD EVENT BLOCK PARTY I COD SIDEWALK SALES [ CDDI RAGBRAI ADA CELEBRATION [ SIMON ANDREW. SIMON-MDREW®IOWACITY.ORG ) JAZZ FEST SOUL FEST LAST SPLASH[ ICPLI TASTE OF C I CDD I LATINO FEST [MANUEL GALVEZ I EL-TRUEGUECHOTAWLCOM I CULINARY WALK OKTOBERFEST I CYCLOCROSS[ CDDIT I CITY OF LITERATURES BOOK FESTIVAL SUNSET SALSA [ GIRIQUISIMO®GMAIL.COM I ROCK THE CHALK [ MID WEST ONE BANK I UNIVERSITY OF IOWA 21118 SPRING SPEAK LAST MY OF CLASS FINAL EXAMS COMMENCEMENT CLASSES BEGIN HOME FOOTBALL GAME HOME FOOTBALL GAME HOME FOOTBALL GAME HOMEFOOTBALL GAME HOME FOOTBALL GAME ROME FOOTBALL GAME ROME FOOTBALL CAME LEGAL HOLIDAYS 2010 MEMORIAL DAY FOURTH OF JULY LABOR DAY 2019. PHASE II CONSTRUCTION TAKE BACK THE NIGHT- WRAC FLYOVER FASHION FESTIVAL[ SIMECNTALLEYGGMNL.COMI OLD CAPITOL CRITERIUM BIKE RACE [ BMDERIDUIGMMLCOM I STEAM FESTIVAL (ICK I FRIDAY NIGHT CONCERT SERIES:I SOTAI CHILDRENS MY I ICPL I IOWA ARTS FESTIVAL( SOTAI LAST SPLASH [ ICPL I DOWNTOWN BLOCK PMTY JAZZ FEST SIDEWALK SALES LATINO FEST IMMUEL GALVEZ I EL-TRUEOUE®HOTMNL.COM I TASTE OF OWACITY CITY OF LITERATURE 5 BOOK FESTIVAL IOWA SOUL FESTIVAL: I SOTAI UNNERBITYOFICWAM9 SPRING BREAK LAST MY OF CLASS FINAL EXAMS COMMENCEMENT FIRSTDAYOFCLASS HOME FOOTBALL GAME HOME FOOTBALL GAME HOME FODTBILL MME ROME FOOTBALL CAME ROME FOOTBALL GAME ROME FOOTBALL GAME HOME FOOTBALL GAME LEGAL HOLIDAYS 2019 MEMORIAL MY FOURTH OF JULY LABOR MY DATE APRIL3-5 APRIL 6-0 APRIL 12 APRIL 19 APRIL 25 APRIL 25-26 APRIL 2T-26 APRIL 20-29 MAY 2-3 MAY4-5 MAY 10 MAY 1S MAY 18 -AUGUST 31 JUNE 1 JUNE JUNE 1-3 JUNE 15-18 JUNE 19 JUNE 23 JULY 20-21 JULY 27 JULY 28 JUNE 29 -JULY 1 AUGUST 3-4 AUGUST AUGUST 22 AUGUST 25 SEP7EMBERI2-19 SEPTEMBER OCTOBER EVERY SAT. IN THE SUMMER TBD MARCH II. 18 AMY 4. MIS MY 7-11 MAY 12-13 AUGUST SEPTEMBER SEPTEMBERS SEPTEMBER15 SEPTEMBER OCTOBER NOVEMBER 10 NOVEMBER MY 20 JULY 4 SEPTEMBER APRIL 25-28 APRILM-27 APRIL -27-28 MAY4-5.2019(18D) MAY 17 M U (TBD) - AUGUST 30 JUNE 1 JUNE 7-9(TENTATNE) AUGUST8 JUNE 22 OR 29 Too JULY 19-M AUGUST 31 AUGUST21 OCTOBER7 TSO MARCH 17-24 MAY 3 MAYS -10 MAY 11-12 AUGUSTM AUGUST 31 SEPTEMBER SEPTEMBER 28 OCTOBER 12 OCTOBER 19 NOVEMBER 16 NOVEMBER23 MAY 27 JULY SEPTEMBER2 genus [ IODC3COPe OfCN1BCh ) 325 EAST 5^I STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUSLA.COM ARCIEIECT NELNAW N MONSON ARCHITECTS 221 EAST COLLEGE STREET. STE. 303 KIWACTN,M52340 P 3193387878 CML ENGINEER SHOEMAKER 8 HA4lAND 160 HOLIDAY ROAD CORALVIUE, M 52241 P319.35171W ELECTRICAL 8 TRAFFIC SIGNAUDITION SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55147-040.3 P 753.475.0010 STRUCTURAL ENGINEER 122 E. WASHINGTON STREET, STE.8 IOWA CITY, M 52240 P 319, 3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 280 MINNFAPOUS, MN 55114 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M rr 01 04232017 TOIiDU O2 06'!0201] 100%DD m 1a1vmN SDxcD DI 12J20'N17 10016 CD OS 0112111'NI8 BID SET CCIEHIPNISS PROJECT PHASING NOTES 18034 D102 ACCESS NOTES ADDRESS BUSINESS ACCOMMODATIONS I IMPACT MITIGATION 118ECOLLEGE FILM SCENE 1)ME ENTRANCE � 1 2) DELIVERY IN PED MALL ENTRY TRASH IN ALLEY 27 WEEKS 3) MONDAY AND TUESDAY PREFERRED PAVING DAYS 110ECOU-I DONNELLYS PUB 1) ME ENTRANCE IN FRONT SUBSTANTIA -COMPLETION: JULY 31, W18 2) DELIVERIES THROUGH FRONT DOOR ESTIMATED DURATION: 13 WEEKS 3) MONDAY THROUGH WEDNESDAY PREFERRED FOR CONSTRUCTION INE COLLEGE SAUCE 1)ONE ENTRANCE IPE FENCE / WALL" WEEK LEAD TIME 2) DELIVERIES THROUGH FRONT DOOR TRENCH DRAIN 3) MONDAY THROUGH WEDNESDAY PREFERRED FOR CONSTRUCTION 103 E COLLEGE WELLS FARGO 1)TWOENTRANCES WATERPROOFING I GRANITE SHOPS I LEAD TIME (BUILDING ENTRY) TERRACE 2) SATURDAY AND SUNDAYS PREFERRED PAVING DAYS 105 E COLLEGE RAYGUN 1)TWO EN ES, ME OFF CLINTON I CONDUIT 2) TRASH IN THE ALLEY AND DELIVERIES ON CLINTON LIMESTONE WALLS 3) WEEKDAYS PREFERRED FOR CONSTRUCTION IN E COLLEGE SCULPT 1)ONE ENTRANCE 2) DELIVERIES THROUGH FRONT TRASH AROUND ALLEY THROUGH FRONT 3) THURSDAYS AND FRIDAYS PREFERRED PAVING DAYS 108E COLLEGE EL PATRON 1) CONTRACTOR TO COORDINATE WITH OWNER 112 EC GE MONDD'S SALOON 1)ME ENTRANCE ®END SITE FURNISHINGS AND PLAIN TINGS 2) SACK DOOR FOR DELIVERIES AND TRASH 3) MONDAYS AND TUESDAYS PREFERRED FOR PAVING 115E COLLEGE GRKE 1)ME ENTRANCE 2) BACK DOOR FOR DELNERIES AND TRASH II 3) MONDAYS AND TUESDAYS PREFERRED PAVING 118 E COLLEGE VELVETCDAT 1)ME ENTRANCE i, 2) DELIVERIES THROUGH THE FRONT DOOR TRASH THROUGH ALLEY 3) SUNDAYS AND MONDAYS PREFERRED PAVING DAYS 121 ECOLLEGE REVrvAL 1) TWO ENTRANCES OFF PEDESTRIAN MALL 2) DELIVERIES THROUGH FRONT AND BACK DOORS 3) MONDAY- WEDNESDAYS PREFERRED PAVING DAYS LM iMi ❑ — 4) ACCESS REQUIRED AT ONE OF THE TWO ENTRANCES ALL DAY 221 ECOLLEGE FORMOSA 1) CONTRACTOR TO COORDINATE WITH OWNER PHASE 1 B OEM JARIVA so I-- iY Si PEDESTRIAN ACCESS (1 �I RI LATE START DATE: APRIL 30. 2018 — 1 SUBSTANTIAL COMPLETION: OCTOBER 31.2018 � 1 ESTIMATED DURATION: 27 WEEKS WORK TASKS: DEMO �_• SUBSTANTIA -COMPLETION: JULY 31, W18 UTILITIES ESTIMATED DURATION: 13 WEEKS FOOTINGS I STAIRS DEMO GRANITE TREADS) GRANITE PAVER REPLACEMENT REPLACEMENT» IPE FENCE / WALL" WEEK LEAD TIME AREA INTAKE IN PLANT BED TRENCH DRAIN &HMP SHADE STRUCTURE I ALTERNATE 2(LEAD TIME 2 MONTHS) COLORED PC C. STAGE CANOPY/ ALTERNATE I(LEAD TIME 2 MONTHS) WATERPROOFING I GRANITE SHOPS I LEAD TIME (BUILDING ENTRY) TERRACE LIGHTING (LEAD TIME 8.10 WEEKS) STORY WALL 112 WEEK LEAD TIME FOR STONE) PAVERS I CONDUIT PCC 30.5E LIMESTONE WALLS FOOTINGS (PCC FOOTINGS, CANOPY, WALLS) SOL/IRRIDATKNN 0 END SITE FURNISHINGS AND PLANTINGS LAMEST EWALPIFABRIGTED) LIMESTONE WALLS PAVERS ®END SITE FURNISHINGS AND PLAIN TINGS II 1' i, El — LM iMi ❑ — — — - Ef Q LJ VEHICUTARACCL, mi PEDESTRIANACCESS ALLEY FIRE ACCESS LEGEND ��•Ir CONSTRUCTION FENCE, B CHAIN LIN( FENCE ALL BUSINESSES OPEN DURING CONSTRUCTION SIGN NS J. CONSTIR I 1 NC CE �� "ICAMEAD ALL BUSIN ES cONSTRUCTION. PROVIDE A MINIMUM 8WIDE WALKWAY ADJACENT TO BUILDING .11 WIDE MINIMUM FOR FIRE TRUCKACCESS ALONG EAST SIDE DUg UE S�TIPOTCEN PI -AN 2018 FEB I� ��Ljj ii GENERAL PHASING N T PHASE I. PEDESTRIAN MAJAptabollE FOOT ;� Ci 1. INSTALLS CONTROL F NCE AND A MINIMUM EDESTRIAN TRAFFIC CONTROL DEVICES PROVIDING A MINIMUM 8' WALKWAY ADJACENT TO BUILDING FARE ON THE WEST SIDES AND 11' ON THE FAST SIOE OF DUBUQUE STREET WITHIN THE PEDESTRIAN MALL. 2. REMOVE SIDEWALK PAVEMENT AND OTHER ITEMS IDENTIFIED FOR DEMOLITION AS NEEDED TO COMPLETE WORK TO PHASING LIMITS. 3. INSTALL PEDESTRIAN TRAFFIC CONTROL CLOSING SIDEWALK AS REWIRED DURING WATER SERVICE INSTALLATION. 4. INSTALL WATER MAIN. OBTAIN PASSING TESTIS). 5. INSTALL WATER SERVICES. MAINTAIN F PEDESTRIAN ACCESS TO BUSINESSES AT ALL TIMES. OBTAIN PASSING TEST(S). 6. INSTALL OTHER UTILITIES, PAVEMENT WITHIN PHASE LIMITS, PLANTER WALLS AND CURBS, LIGHTS AND OTHER IMPROVEMENTS WITHIN PHASE LIMITS. MAINTAIN B' PEUESTRM ACCESS TO BUSINESSES AT ALL TIMES. T. BRIDGING. SCHEDULING AND OTHER METHODS SHALL BE USED TO MAINTAIN BUSINESS ACCESS AT ALL TIMES. METHODS SHALL BE USED TO PROVIDE SECURTY AND WEATHER PROTECTION TO EXISTING BUILDING SPACES DURING VAULT REPAIR OPERATIONS. 8, CONSTRUCTION TRAILER TO BE RELOCATED AS NECESSARY 5 DAY TEMPORARY CLOSURE FOR UTLTTY INSTALLATION ACROSS ALLEY NOTE: 1) ONCE ALLEY M CLOSED. IT 15 TO REMAIN CLOSED UNTIL COMPLETION OF ALL WORK WITH THE EXCEPTION OF THE UTILITY INSTALLATION ACROSS THE ALLEY COVERED UNDER THE 5 MY TEMPORARY CLOSURE. 2) WORK INCLUDES COORDINATION WITH MICAM ON THERE INSTALLATION OF 24NCH PLASTIC GAS MAN WITHIN THE ALLEY AND ACROSS DUBUQUE ST. gium LIG "Its {� __-- _ � 4 — 1 I � 1 PHASE 1A O LATE START DATE: SII APRIL X. 2018 �_• SUBSTANTIA -COMPLETION: JULY 31, W18 ESTIMATED DURATION: 13 WEEKS WORIK TASKS: DEMO GRANITE TREADS) GRANITE PAVER REPLACEMENT REPLACEMENT» UTIUTY AREA INTAKE IN PLANT BED TRENCH DRAIN PCC BASE COLORED PC C. STAGE CANOPY/ ALTERNATE I(LEAD TIME 2 MONTHS) TERRACE LIGHTING (LEAD TIME 8.10 WEEKS) SUSORNN IN PLANT BED PAVERS I CONDUIT SOILS/IRRIGATION LIMESTONE WALLS FOOTINGS (PCC FOOTINGS, CANOPY, WALLS) 0 END SITE FURNISHINGS AND PLANTINGS • u e e I i I I w MY 15 I I O genus j landscape amN7ech ] 325 EAST 5TM STREET DUMUNE5.IA 50309 T 515 2B4 1010 W W W.GENUS-LA.COM ARCNTECT NEUAANN MOISON ARCHITECTS 211 EAST COLLEGE STREET, STE. 303 IOWACRY.IA52240 P 3193387878 CIVIL ENGINEER SHOEMAKER& HAAtAND 160 HOLIDAY ROAD CORALVIILE, M 57141 P319351.7150 ELECTRICAL S TRAFFIC SIGMALRATION SRF CONSULTING ONE WILSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474 3 P 763115.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE. B IOWA CITY, IA 52240 P 3193337850 LIGHTING DESIGN SCHULER SHOOK 219 MWN STREET SE, STE.200 MINNEAPOLIS, MN 55,114 P 612 339 5958 BD •� IID �! CCI EXIPNI93 PHASE 1 PLAN ani D103 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, ALA' ®.I O1 0442VNHT ?ADO 0VAIDDIT 1(I05LDD 03 1D'1SIBMT 5 Co BE 01I2B2018 BID SET BD •� IID �! CCI EXIPNI93 PHASE 1 PLAN ani D103 ACCESS NOTES ADDRESS BUSINESS ACCOMMODATIONS I IMPACT MITIGATION lI$ECOLLEGE FILM SCENE 1)ONE ENTRANCE EARLY START DATE: MAY 13, 2018 2) DELIVERY IN PED ATALL ENTRY TRASH IN ALLEY WORK TASKS: DEMO 3) MONDAY AND TUESDAY PREFERRED PAVING DAYS 110E COLLEGE DONNELLYS PUS 1) ONE ENTRANCE IN FRONT LIMESTONEWALLS 2) DELIVERIES THROUGH FRONT DOOR ESTIMATED DURATION. 25 WEEKS 3) MONDAY THROUGH WEDNESDAY PREFERRED FOR CONSTRUCTION IDB E COLLEGE SAUCE 1)ONE ENTRANCE WORK TASKS: DEMO 2) DELIVERIES THROUGH FRONT DOOR GRANITE TREADS GRANITE CAULKING 3) MONDAY THROUGH WEDNESDAY PREFERRED FOR CONSTRUCTION 103 E COLLEGE WELLS FARGO 1)TNOENTRANCES PAVERS 2) SATURDAY AND SUNDAYS PREFERRED PAVING DAYS IDS COLLEGE RAYGUN 1) TWO ENTRANCES, ONE OFF WINTON 4$ END SITE FURNISHINGS AND PLANTINGS ___-....-_.�-.__..._ 2) TRASH IN THE ALLEY AND DELIVERIES ON GUNTON ■ I -TNN FOOTINGS 31 WEEKDAYS PREFERRED FOR CONSTRUCTION 105 E COLLEGE SCULPT 1) ONE ENTRANCE STONY WALL (12 WEEK LEAD TIME FON STONE) 2) DELIVERIES THROUGH FRONT TRASH AROUND ALLEY THROUGH FRONT 31 THURSDAYS AND FRIDAYS PREFERRED PAVING DAYS lNECOLLECE EL PATRON 1) CONTRACTOR TO COORDINATE WITH OWNER 112ECW.EGE MONDO'S SALOON 1)ME ENTRANCE TRAFFIC SIGN LIIATIM 2) BACK DOOR FOR DELIVERIES AND TRASH 3) MONDAYS AND TUESDAYS PREFERRED FOR PAVING 115EOOLLEGE ORALE 1)ONE ENTRANCE 2) BACK DOOR FOR DELIVERIES AND TRASH PAVERS 3) MONDAYS AND TUESDAYS PREFERRED PAVING 11SECMLEGE VELVET COAT 1)ONE ENTRANCE SOILS I IRRIGATION 2) DELIVERIES THROUGH THE FRONT DOOR TRASH THROUGH ALLEY 3) SUNDAYS AND MONDAYS PREFERRED PAVING DAYS 121 ECW-EGE REVIVAL 1) TWO ENTRANCES OFF PEDESTRIAN MALL 2) DELIVERIES THROUGH FRONT AND BACK DOORS 3) MONDAY- WEDNESDAYS PREFERRED PAVING DAYS 4) ACCESS REQUIRED AT ONE OF THE TWO ENTRANCES ALL DAY 221 ECOLLEGE FORMOSA 1) CONTRACTOR TO COORDINATE WITH OWNER IN on PHASE 2 MAY 13, 2019 SUBSTANML cMPLETION: OCTOBER 31, 3019 EARLY START DATE: MAY 13, 2018 WORK TASKS: DEMO / SUBSTANTIAL COMPLETION: OCTOBER 31. 2019 LIMESTONEWALLS /1 ESTIMATED DURATION. 25 WEEKS CONDUIT WORK TASKS: DEMO GRANITE TREADS GRANITE CAULKING PLC BASE UTILMIES PAVERS SOIL I IRRIGATION LIMESTONE WALLS 4$ END SITE FURNISHINGS AND PLANTINGS ___-....-_.�-.__..._ ..--- ■ I -TNN FOOTINGS STONY WALL (12 WEEK LEAD TIME FON STONE) PGG STREET PAVING TRAFFIC SIGN LIIATIM PCC BASE PAVERS SOILS I IRRIGATION ® END SITE FURNISHINGS AND PLANTINGS ACCESS _PEDESTRIAN -t a u Ll 9 ii � x32,tID SF u • r II I PEDESTRIANACCESS O 7 „i6 o, U J I . 1 t14,eso 8F _ LEGEND -�-� CONSTRUCTION FENCE, S' CHAIN LINK FENCE y ALL BUSINESSES OPEN WRING CONSTRUCTION SIGN J- CONSTRUCT ION ENTRAP (1tif�11EA� ALL WSINESNIMM N RI ���yY F CE/� PROVIOEAMINIMUNIO IDE ALXWAY ADJACENT TO BUILDING. 11' WIDE MINIMUM FOR FIRE TRUCKACCESS ALONG EAST SIDE DUBUQUE STREET AS NOTED ON PUN 1010 FEB 16 PM 1: 19 GENERAL PHASING NOTES PHARE 2. CIX GE STREET SC7�I� TZLETM /A 1. INSTALL 6FOOT CHAIN LINK FINNOTIa1 IEDERRPN •' TRAFFIC CONTROL DEVICES PROVIDING A MINIMUM S WALKWAY ADUACENT TO BUILDING FACE ON BOTH THE NORTH AND SOUTH SIDES OF COLLEGE STREET WITHIN THE PEDESTRIAN MALL. 2. REMOVE SIDEWALK PAVEMENT AND OTHER ITEMS IDENTIFIED FOR DEMOLITION AS NEEDED TO COMPLETE WORK TO PHASING LIMITS. 3. INSTALL PEDESTRIAN TRAFFIC CONTROL CLOSING SIDEWALK AS REWIRED DURING WATER MAIN INSTALLATION. 4. INSTALL WATER MAIN. OBTAIN PASSING TEST($). 5, INSTALL OTHER UTILITIES. PAVEMENT WITHIN PHASE LIMITS, PLANTER WALLS AND CURBS, LIGHTS AND OTHER IMPROVEMENTS WITHIN PHASE LIMITS. MAINTAIN S' PEDESTRAN ACCESS TO BUSINESSES AT ALL TIMES. e. BRINING. SCHEDULING AND OTHER METHODS SHALL BE USED TO MAINTAIN BUSINESS ACCESS AT ALL TIMES. METHODS SHALL BE USED TO PROVIDE SECURITY AND WEATHER PROTECTION TO DUSTING BUILDING SPACES WRING VAULT REPAIR OPERATIONS. EARLY STMT DATE: MAY 13, 2019 SUBSTANML cMPLETION: OCTOBER 31, 3019 ESTIMATED DURATION: 25 WEEKS WORK TASKS: DEMO UTILITIES LIMESTONEWALLS SUBDRAIN IN PLANT BED CONDUIT AREA INTAKE IN PLANE SED GRANITE TREADS GRANITE CAULKING PLC BASE PAVERS SOIL I IRRIGATION 4$ END SITE FURNISHINGS AND PLANTINGS ___-....-_.�-.__..._ ..--- ■ I -TNN L — •'�`.' a PEDESTRUW ACCESS ` II y WRING PHASE 2, CONTACTOR WILL NOT BE MOWED TO DRIVE EW IPMENT ACROSS IMPROVEMENTS CMPLETED AS PART OF RASE t. 0' 15 N 80' I I I I(�) genus ) IDndscape achifecis ) 325 EAST 5- STREET DFS MUNES.IA 50309 T 515 TBI 1010 W W W.GENUSU.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWACM,A 52240 P 3193387878 CIVIL ENGINEER SHOEMAKERBHAAUMD LBO HOLIDAY ROAD CORALVILLE.IASn41 P 3193517150 ELECTRICAL S TRAFFIC SIGNLLFATI3N SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 551474443 P 763.475WO STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWA CITY, A 52240 P 319.333 7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE. STE. M MINNEAPOLIS, MN 5X14 P 6123395958 PEDESTRIAN MAL IMPROVEMENTS IOWA CITY, R �W 01 00.2 MIT TO%N 02 O6NO'401T 100%50 W tORNA1T 50%CD 01 1TllB2017 100%CID 05 01R 18 BID SET r.— AC GC I EH I PN ISS PHASE2 PLAN D104 v CLINTON STREET y K Z z 1� OI V m W TRAFFIC CONTROL LEGEND SYMBOULABEL DESCRIPTION TEMPORARY TRAFFIC CONTROL SIGN tTRAFFIC FLOW ARROW . .. CHANNELIZING DEVICES X DRUM ` FTYPE III BARRICADE ® WORKZONE EXISTING TRAFFIC SIGNAL � -2 :.rv_ Clinton St GENERAL NOTE: SIDEWALK ACCESS TRAVELING NORTH AND SOUTH ALONG CLINTON STREET IN THE VICINITY OF THE COLLEGE STREET INTERSECTION MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY. CLINTON STREET FILE 2010 FEB 16 PH : 15 CITY CLERiI IOWA CITY. 10 r' w _ N 2 r ILL ILL N_ W Z x U r CONTRACTOR MUST MAINTAIN AT LEAST ONE OPERATING PEDESTRIAN CROSSING OF CLINTON STREET AT ALL TIMES N I 2t I I O I INCH -SO FEET genus I londscape =Wfects I 325 EAST 57H STREET DES MOINES.IA 50309 T 515 294 1010 W W W.GMUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 211 FAST COLLEGE STREET, STE. 303 IOWACITY. A10C P 319.3367616 DIAL ENGINEER SHOEMAKER& HAAIAND 160 HOLIDAY ROAD CORALVIILE,1452241 P319351.7150 ELECTRICAL 6 TRAFFIC SIGWllPATNN SRFCONSULTING ONECARLSONPARKWAYNORM STE. 150 MINNEAPOLIS, MN 55497443 P 763,4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 121 E WASHINGTON STREET, STE.5 IOWA CITY, 452240 P 319373.7853 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEPPOLI3.MN55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 04262017 70% DD 02 OMSa2017 t0o%GO 03 ta1V2017 50%Co a 1Y 2017 IM CD 06 oVill BIO SET GMS ASP -! 84136 ..�..+.: TRAFFIC CONTROL PLAN TRAFFIC CONTROL AT CLIN ONCLIN %1- Ieo6A D105 u \u%u11O %H2 T IPJOM DION U w x w I. x r w w 11 ANE rn 3' ANE LU z 11 urvE � J_ U r �4 � -2 :.rv_ Clinton St GENERAL NOTE: SIDEWALK ACCESS TRAVELING NORTH AND SOUTH ALONG CLINTON STREET IN THE VICINITY OF THE COLLEGE STREET INTERSECTION MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY. CLINTON STREET FILE 2010 FEB 16 PH : 15 CITY CLERiI IOWA CITY. 10 r' w _ N 2 r ILL ILL N_ W Z x U r CONTRACTOR MUST MAINTAIN AT LEAST ONE OPERATING PEDESTRIAN CROSSING OF CLINTON STREET AT ALL TIMES N I 2t I I O I INCH -SO FEET genus I londscape =Wfects I 325 EAST 57H STREET DES MOINES.IA 50309 T 515 294 1010 W W W.GMUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 211 FAST COLLEGE STREET, STE. 303 IOWACITY. 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SEE Lin ®REMOVE B SALVAGE REINSTALL SIGN, SEE L123 ®REMOVE ADA SIGN I METER REPLACE WITH CITY STANDARD ®REMOVE S SALVAGE USPS CONTACT: BILL ®REMOVESTORM/ MAIL BOX (BY USPS) PATTERSOU/319321.9118 ®REMONE IT SALVAGE OUTDOOR PINTO COCRONAIE WITH CRY ® REMOVE S DISPOSE OF ELECTRICAL REMOVAL FLECTPoCALAND ®ADJUST OUTLET CRAP CONDUIT BELOW GRADE _ TO FINISH GRADE COORDINATE WITH WELLS ® REMOVE ATM FARGO AND CITY ®REMOVE TRAFFIC REMOVAL ELECTPoGLARD CABINEi&FOOTING CAP CONOUIT BELOWGRADE MQ WATER ®REMOVE SHUTOFF VALVEd SEE 1.1114115 KD CAP LINE REINSTALL SIGN, SEE L123 ®REMOVE WATER REINSTALL INTAKE. 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COMPLETE. nr _ ® CONCRETE I TILE UNIT PAVER REMOVAL,COMPLEIE ®REMOVE&SALVAGE LLIEH/PN 199 ❑ PCLPAVEMENTREMOVALCOMPLETE ® PLANT MATERIAL I MULCH REMOVAL. COMPLETE ®REMOVE&SALVAGE REMOVE AND SALVAGE LIMESTONE WALL PIECES REINSTALLINTAKE,SEEC124 ® SALVAGENUMSERCORRESPONDSWITH LIMESTONE WALLSCHEDULEGO11,G013 DEMOLITION PLAN - -TP— TREE PROTECTION FENCE, SEE DETAIL 6/L509 AREA -0- TREE PROTECTION PANELS, SEE DETAIL 7/LeD6 ISOM PROTECT EXISTING ® CONCRETE I TILE BUILDING ENTRY ®REMOVE&SALVAGE REINSTALL SIGN, SEE L129 STOP SIGN ®REMOVE&SALVAGE STORMFRAMEAND REINSTALLINTAKE,SEEC124 GRATE genus [landscape amh1fecM ] 325 EAST STM STREET DES MOINES. IA 50309 T SIS 284 1010 - ® I W W W.GENUS-U.COM 2018FEB IDT C17 221 EASNET UMA COLLEGE ARCHITECTS T COLLEGE STREET, STE.103 FWA CITY 57240 19 8 33878 D CMR ENGINEER �© O QEE51 © PUBLIC uN2APY Y ° H 1W HOLIDAY ROAD D 123 5 L W, CORALVILLE, N SEMI P 319.351.7150 } _ CiO L TRAFFICS3NA ATNN SRFCONSULTING 121 ONE CAR" PARKWAY NORTH STE.750 MINNEAPOLIS MN 5507 P763475DDIO O _ w - TD 1_ L 1 S'. I -i STRUCTURAL ENGINEER 1 E nu,1LI - 1, .. `tAJiLL-�I S RAKER RHODES ENGINEERING l"/ `L/ 172 E. WASHINGTON STREET, STE.B I .r r IOWA CITY. M 52210 8 A ,(,1 Qq _ ` B A 12 3 p-, B OA © _ �'p ® SCHULER SDESIGN HOOK I�.I..��7�PF`'{�/J�/1'/ oc9 ® �Bm�. n9rwrvsr�Er6E. srE.2BB o)3 074/�. \J ® ®� MINNE4.595BS055414 UNDERGROUND PRIK�NNG 210 S DUBUQUE 14 ll0 I O PROTECTION SCHEDULE KEY DESCRIPTION NOTES AWNINGADOVC o- o- ❑ ❑ all o- 11 STRUCTURAL BIAS IZ R lJ LI ll[sv PLANTER WALL EXISTING BUILDING WATERPROOFING AT 118E Q VAULT/BASEMENT COLLEGE VAULT QPROTECT EXISTING RECEPTACLE REMOVAL BY CITY S DISPOSE a REMOVE Y -Y X Y -Y CONCRETE UREAD CARDEN MARKET AND BAKERA e1. 225 S UNN EXSITING FOOTING. COMPLETE 1 0li.1. K & CONFERENCE CENTER AREAWAY I O PROTECT EXISTING 2LIN 221 S LMN FORMOSA 221 E COLLEGE IA CITY FITNESS ALL CONNECTED CURBOVE&DISPOSE GRATED STEAM VAULT — UNDERGROUND UFUBPES 3.d FLOOR PLAZA TONERS PROTECT EXISTING FOOTING, COMPLETE. STORE VETT SAME SIZE AS TOP PLAY SURFACE 8 UNDERGROUND PRIK�NNG 210 S DUBUQUE 14 ll0 I O PROTECTION SCHEDULE KEY DESCRIPTION NOTES lO PROTECT EXISTING THRESHOLD& INCLUDES BUILDING COLUMNS, O STRUCTURAL BIAS STEPS AND WATERPROOFING LIMESTONE BENCH SEE $1015 S105. SEE 0503 FOR PLANTER WALL EXISTING BUILDING WATERPROOFING AT 118E Q VAULT/BASEMENT COLLEGE VAULT QPROTECT EXISTING RECEPTACLE REMOVAL BY CITY S DISPOSE GITLLRY) VAULT REMOVE Y -Y X Y -Y CONCRETE QPROTECT EXSITING FOOTING. COMPLETE S DISPOSE AREAWAY O PROTECT EXISTING INCLUDES CONCRETE PPD AND OS TRANSFORMER/ ALL CONNECTED CURBOVE&DISPOSE ELECTRICAL METER UNDERGROUND UFUBPES REMOVE &SALVAGE PROTECT EXISTING FOOTING, COMPLETE. STORE © PLAY SURFACE 8 ART AT MESOWVUE PARK OVE B DISPOSERAFFIC CURB REMOVE Yd' DW CONCRETE O REMOVE 5 REPI NCE FOOTING, COMPLETE OT EMSTINGSTORM LINN STREET CURB INLET © TOP S THROAT CONCRETE FOOTING, QB REMOVE & SALVAGE FOUNTAIN REMOVE CONCRETE PAD. LOSURE EW IPMENT VAULT COMPLETE O RETROFIT EXISTING 1WCONCRETEFOOTINGS. Q LAMINAR FLOW BY CITY, SEE ALI.1 A DISPOSE NOZZLES REMOVE IT X 5CONCRETE O PROTECT EXISTING AT HOTEL ENTRY QREMOVE J KEYPAD BY CITY DEMOLITION SCHEDULE KEY DESCRIPTION NOTES OF PCC STAIR AND FOOTING. COMPLETE REMOVE W CONCRETE PAD, O REMOVE S SALVAGE COMPLETE. BENCH REMOVAL LIMESTONE BENCH BYCITY PLANTER WALL B25 MCGOLLISTER LOT REMOVE 000MPLETE•LTPTER ETE PAD, Q REMOVE &SALVAGE LITTER RECEPTACLE ®REMOVE OF GRANITE PAVER SEE SHEET LCOI RECEPTACLE REMOVAL BY CITY S DISPOSE S DISPOSE REMOVE Y -Y X Y -Y CONCRETE ©REMOVE OF LIGHT POLE FOOTING. COMPLETE S DISPOSE REMOVE B SALVAGE O BIKE RACK I FMIT BY CITY OVE&DISPOSECC STATION ®REMOVE CURBOVE&DISPOSE SIGN, SEE L123 REMOVE S' X5'CONCRETE REMOVE &SALVAGE REMOVE B SALVAGE FOOTING, COMPLETE. STORE PAVEMENT PUBLIC ART ART AT MESOWVUE PARK OVE B DISPOSERAFFIC REMOVE & DISPOSE REMOVE Yd' DW CONCRETE O OF POSTING PILLAR FOOTING, COMPLETE LARDOVE COIXt01NATE WITH CffY REMOVE TAT 5-10' © REMOVE B DISPOSE CONCRETE FOOTING, O FENCE OF KIOSK COMPLETE LOSURE WITH BUSINESS OWNERS REMOVEAPOSTSANDI'8X O REMOVE B DISPOSE 1WCONCRETEFOOTINGS. MOKING SIGNOVE OF PERGOLA COMPLETE A DISPOSE REMOVE & DISPOSE REMOVE IT X 5CONCRETE O OF TREE GRATE FOOTING. COMPLETE QREMOVE J B SALVAGE BY CITY GRADE PMNK: TABLE ® ®REMOVE S DISPOSE REMOVE STAIRS, HANDRAILS, ®REMOVE OF PCC STAIR AND FOOTING. COMPLETE ®REMOVE55ALVAGE REMOVE S SALVAGE SFE MMTERIhLS PLAN, DELIVER ®1 LIMESTONE AND STORE UNUSED PIECES TO ®ADJUST PLANTER WALL B25 MCGOLLISTER LOT ®REMOVE B DISPOSE AT WEATHER DANCE FOUNTAIN. ®REMOVE OF GRANITE PAVER SEE SHEET LCOI ®REMOVE S DISPOSE GRADE OF PCC PERRON REMOVE AND SALVAGE LIMESTONE WALL PIECES ®REMOVE S DISPOSE SEE CI 11-0115 OF PCC BAWD LIMESTONE WALL SCHEDULE G011-6013 ®REMOVE OVE&DISPOSECC REMOVE FOOTING, REINSTALL ®REMOVE CURBOVE&DISPOSE SIGN, SEE L123 ® REMOVE &SALVAGE VERIFY DEPTH AND SUBBASE ®REMOVE PAVEMENT CONDITIONS IN FIELD SEE GEOTECH REPORT ® OVE B DISPOSERAFFIC USPS CONTACT: BILL MAIL BOX ABY USPS) REMOVE FOOTING, COMPLETE ® LARDOVE COIXt01NATE WITH CffY © tKCC� IF SALVAGE FOOTINGS AND WOODEN O FENCE PLATFORMS. COORDINATE ®ADJUST LOSURE WITH BUSINESS OWNERS ® OVE&SALVAGE FARGOAND CRY ®REMOVE MOKING SIGNOVE COORDINATE WITH CITY A DISPOSE REMOVE FOOTING. ELECTRICALTREET LIGHT AND CAP CONDUIT BELOW Q MH/HHTOFINISH GRADE ®REMOVE S DISPOSE SEEMERCEENnlYAND ®REMOVE OFTRENCHDRUN WEATHER DANCE FOUNTAIN ®REMOVE55ALVAGE S DISPOSE OTREE ®REMOVE OF STORM SEE041C125 ®ADJUST STRUCTURE SEE Ci11L115 01 01282011 i0%OD FINISH GFADE FINISH REMOVE FOOTING, ELECTRICAL ®REMOVE S DISPOSE AND CAP CONDUIT BELOW ❑ POC PAVEMENT REMOVAL, COMPLETE OF TRAFFIC SIGNAL GRADE S DISPOSE REMOVE AND SALVAGE LIMESTONE WALL PIECES ®REMOVE OF DRINKING SEE CI 11-0115 FOUNTAIN LIMESTONE WALL SCHEDULE G011-6013 ®REMOVE S SALVAGE REMOVE FOOTING, REINSTALL ®REMOVE UBRARYSIGN SIGN, SEE L123 ® REMOVE &SALVAGE REINSTALL SIGN, BEE L123 ®REMOVE ADASIGN/METER REPIACE WITH CRY STANDARD ® REMOVE & SALVAGE USPS CONTACT: BILL MAIL BOX ABY USPS) PATTERSON 1319.311.9115 ® REMOVE & SALVAGE OUTDOOR P9 COIXt01NATE WITH CffY © REMDVE&DISPOSE OF ELECTRICAL REMOVALELECTRICALAND OUTLET CAPCONDUITBELOWGRkOE ®ADJUST SEWER CLEAN OUT COORDINATE WITH WELLS ® REMOVEATM FARGOAND CRY ®REMOVE TRAFFIC REMOVAL ELECTRICAL AND CABINET & FOOTING CAP CONCUR BELOW ORApE ® WATER ®REMOVE SHUTOFF VALVES SEEC111C115 ®REMOVE55ALVAGE CAP LINE OTREE TO BE REMOVED. COMPLETE. WATER REINSTALL INTAKE. 3EE CIM ®ADJUST SHUI SEE Ci11L115 01 01282011 i0%OD FINISH GFADE FINISH ®REMOVE FIRE HYDRANTS CAP SALVAGE FIRE HYDRANT ❑ POC PAVEMENT REMOVAL, COMPLETE SERVICE FDtTURE FOR REUSE. SEE GRAIL REMOVE AND SALVAGE LIMESTONE WALL PIECES ®ADJUSTFIRE HYDRANTTOFINISH SEE CI 11-0115 GRADE LIMESTONE WALL SCHEDULE G011-6013 WATER ®REMOVE HYDRANTS CAP SEEC111C115 SERVICE ®REMOVE MANHOLE REPIACE WITH CRY STANDARD FRAME S LID AND ADJUST TO FINISH GRADE STORM/ ®REMOVE SEWERCLEAN OUT SEEC121ZIM &CAPSERVICE STORM/ ®ADJUST SEWER CLEAN OUT SEEC121-CIN TO FINISH GRADE QREMOVE REMOVE EIECTRM/S AND LAP ELECTRICALMHIHH CONWIT BELOW GRACE ADJUST ELECTRICAL Q MH/HHTOFINISH GRADE ® SAI-VgNaAgMETER SEE L122 FOR REV45TALlAnON ® ----SAN BUILDING ENTRY 05 O12W2018 MD BET ®REMOVE55ALVAGE \ OTREE TO BE REMOVED. COMPLETE. ICONSTRU A_-P�MRS REINSTALL INTAKE. 3EE CIM PEDESTRIAN MALL IMPROVEMENTS IOWACIIY,LA AC 1 01 01282011 i0%OD 02 06130@011 100X DD 03 tO'1&Q u MCD ❑ POC PAVEMENT REMOVAL, COMPLETE 04 1y2W11111 100%CD PLANTMATERMLIMULCHREMOVAL.COMPLETE ® ----SAN BUILDING ENTRY 05 O12W2018 MD BET ®REMOVE55ALVAGE DEMOLITION LEGEND OTREE TO BE REMOVED. COMPLETE. r REINSTALL INTAKE. 3EE CIM AC 1 UNIT PAVER REMOVAL., COMPLETE �eie��rir CCI EHIPN/88 ❑ POC PAVEMENT REMOVAL, COMPLETE ® PLANTMATERMLIMULCHREMOVAL.COMPLETE REMOVE AND SALVAGE LIMESTONE WALL PIECES ® SALVAGE NUMBER CORRESPONDS WON LIMESTONE WALL SCHEDULE G011-6013 DEMOLITION PLAN - -Tv— TREE PROTECTION FENCE. SEE DETAIL 8/L506 AREA TREE PROTECTION PANELS, SEE DETAIL 7/L506 ® PROTECT FASTING CONCRETE I TILE BUILDING ENTRY ®REMOVE55ALVAGE STOP SIGN REINSTALL SIGN, SEE L123 ® REMOVE A SALVAGE STORM FMWAE AND REINSTALL INTAKE. 3EE CIM ORATE DD103 J1 Y'131 �4 ,3 O B NOTE: - 12�ry - THESE WATER SHUTOFF STRUCTURES ARE ATTACHED TO SIDE OF BVII,OINC AND ARE NOT ON GROUND SURFACE ASPEN LEAF FR02EN YOGURT - 125 S DUBUQUE P S 10 30 OMHTCHLINE.SEESHEETW102 — PLAZA CENTRF -� PROTECTION SCHEDULE IfEY DESCRIPTION NOTES 1 Q PROTECT EXISTING THRESHOO&COLUMNS,STEPSANDWATERPRODFING INCLUDES BUILDING COLUMNS, 6 SALVAGE STRUCTURAL URAL SLAB COMPLETE. BENCH REMOVAL BY CITY LIMESTONE REMOVE 6 SALVAGE SE $1D1 & SIDS. SEE 0503 FOR O EMSTING BUILDING WATERPROOFING AT 118E 6 DISF0$E VAULTIBASEMENT COLLEGE VAULT QPROTECTEXISTNG 6 DISPOSE REMOVE Y-YXZ-S CONCRETE OC (URLRY)VAULT FOOTING. COMPLETE QPROTECT EXSITING ®REMOVE DO AREAWAY BY CITY OF PCC BAND PROTECT EXSTING INCLUDES CONCRETE PAD AND O5 TRANSFORMERI ALL CONNECTED OREMOVE ELECTRICAL METER UNDERGROIINDUTILITIES OREMOVE PROTECTEXISTRIG REMOVE Yd' DIA CONCRETE © PLAY SURFACE 6 FOOTING, COMPLETE PCC PAVEMENT CURB REMOVES' "WAS IV OREMOVE REMOVE 6 REPLACE CONCRETE FOOTING. COMPLETE Q EXISTING STORM LINN STREET CURB INLET ©REMOVE TOP & THROAT 11S00INCRETEFOOTINGS. PATIO FENCE REMOVE 6 SALVAGE COMPLETE QB FOUNTAIN REMOVE CONCRETE PAD, 6 SALVAGE EOUIPMENTVAULT COMPLETE NO SMOKING SIGN RETROFIT EXISTING O9 LAMINAR FLOW BY CITY, SEE AL1.1 OF STREET RIGH NOZZLES J3 POLE EXISTING GRADE �T� AT HOTEL ENTRY DEMOLITION SCHEDULE KEY DESCRIPTION NOTES OF PCC STAIR REMOVE B SALVAGE REMOVE WCONCRETE PAD, 6 SALVAGE BENCH COMPLETE. BENCH REMOVAL BY CITY LIMESTONE REMOVE 6 SALVAGE REMOVE A4'CONCRETE PAD, O lIT1ER RECEPTACLE ®REMOVE 6 DISF0$E AT WEATHER DANCE FOUNTAIN, RECEPTACLE REMOVAL BY CITY ©REMOVE 6 DISPOSE REMOVE Y-YXZ-S CONCRETE OC OF LIGHT POLE FOOTING. COMPLETE PERR N! OF PCC PERRON REMOVE 6 SALVAGE ®REMOVE DO BIKE RACK I FIXIT BY CITY OF PCC BAND STATION &DI 6 SALVAGE REMOVE V X 5CONCRETE OREMOVE PUBLIC ART FOOTING. COMPLETE -STORE NIT AT MESaUAK1E PARI( OREMOVE 6 DISPOSE REMOVE Yd' DIA CONCRETE 6 DISPOSE OF POSTING PILLAR FOOTING, COMPLETE PCC PAVEMENT 6 DISPOSE REMOVES' "WAS IV OREMOVE OF MOSK CONCRETE FOOTING. COMPLETE OFTRAFFIC BOLUARID A DISPOSE REMOVE4POSTSAND1' X ©REMOVE OF PERGX A 11S00INCRETEFOOTINGS. PATIO FENCE PLATFORMS, COORDINATE COMPLETE OREMOVE 601SFCM REMOVE BX 5 -CONCRETE 6 SALVAGE OF TREE GRATE FOOTING, COMPLETE NO SMOKING SIGN 6 SALVAGE QREMOVE RCN. TAKE BY CITY AMTCHJNE SEESHEETDR.IM V,p m TB a m CD Cj n — F _ e lote TP trI�- « 3 JJ bj Q - i 12e rl I IIi R Q / v �I1y1�N �I}� • X12 I A'A��-13 Io 1_ EAV? 315 -�-M ® � O TTTril ,37-- QREMOVE A DISPOSE REMOVE $TAIRS,NWDRMS, -_ — 24t8fE_ 16>t-PSLl% I%- OF PCC STAIR AND FOOTING, COMPLETE IL L-lh. 6 SALVAGE SEE MATERIALS PIAN, DELMER ®REMOVE LIMESTONE AND STORE UNUSED PIECES TO TO BOTTOM BOM. T BO PLANTER WALL 635 MCCOLUSTER LOT ®REMOVE 6 DISF0$E AT WEATHER DANCE FOUNTAIN, ©REMOVE6 OF GMMTE PAVER SEE SHEET L401 ®OF OC ADEAL GRADE PERR N! OF PCC PERRON ®REMOVE 6 DISPOSE SEECM1 115 OF PCC BAND &DI REMOVE FOOTING, REINSTALL ®REMOVE OF PCC OF KC ClN4B SIGN,SEEL123 ®REMOVE 6 SALVAGE VERIFY DEPTH PND SUBBPSE ®REMOVE 6 DISPOSE CONOMONS IN FIELD. SEE ® PCC PAVEMENT GEOTECH REPORT 6 DISPOSE PATTERSON/319.321.N16 ®REMOVE OFTRAFFIC BOLUARID REMOVE FOOTING. COMPLETE ® REMOVE & SALVAGE FOOTINGS AND WOODEN I1 PATIO FENCE PLATFORMS, COORDINATE ®ADJUST ENCLOSURE WIIHBUSINESSOWNERS QREMOVE 6 SALVAGE COORDINATE WITH CRY ®REMOVETRAFFIC NO SMOKING SIGN REM OVALELECTRICPLANO 6 DISPOSE REMOVE FOOTING, ELECTRKJLL ®REMOVE OF STREET RIGH AND CAP CONWR BELOW J3 POLE IS DC'S 124 5 DUBUQUE UI HEALTHCARE 130 S DUBUQUE M Q— — — — ERGE - 138 S DUBUQUE-- ®REMOVE 6 DISPOSE SEE MERGE ENTRY AND -_ — 24t8fE_ 16>t-PSLl% I%- - — — — — — — CLERK IL L-lh. IOWA ITY.10WN ^ RIM ELEJ681.40^ PLANS P 7SHOW THAT THE ®REMOVE VAULT 792' DEEP FROM RIM SEE 0121-C125 TO BOTTOM BOM. T BO STRUCTURE 1 FIELD HOUSE TREE PROTECTION FENCE SEE DETAIL 811,506 118 S DUBUQUE REMOVE FOOTING, ELECTRICAL DC'S 124 5 DUBUQUE UI HEALTHCARE 130 S DUBUQUE M Q— — — — ERGE - 138 S DUBUQUE-- ®REMOVE 6 DISPOSE SEE MERGE ENTRY AND ®FEMME OF TRENCH DRAIN WEATHER DANCE FOUNTAIN ® 6 DISPOSE REINSTALLSIGN,SEEL123 ®REMOVE OFSTORM SEE 0121-C125 ®ADJUST STRUCTURE SMC1114115 TREE PROTECTION FENCE SEE DETAIL 811,506 FINISH GRADE REMOVE FOOTING, ELECTRICAL ©REMOVE6 DISPOSE f ND CONDUIT BELOW OF TRAFFIC SIGN ADEAL GRADE &dSFOSE ®FEMMEDRINKING OF DRINKING Of SEECM1 115 FOUNTAIN 6 SALVAGE REMOVE FOOTING, REINSTALL ®REMOVE LIBRARY SIGN SIGN,SEEL123 ®REMOVE 6 SALVAGE REINSTALLSIGN.SEEL123 ®REMOVE ADASIGNIMETER REPLACE WITH CRY STANDARD ® FEMME &9 VAGE USPS CONTACT: BILL MNL BOX (BY USPS) PATTERSON/319.321.N16 ®REMOVE 6 SALVAGE OUTDOOR PIANO COORDINATE WITH CRY ® REMOVE 6 DISPOSE OF EIECTRICAL REMOVAL ELECTPoCKAND OUTLET CAP CONWRBELOW GRADE ®ADJUST SEWER CLEAN OUT COORDINATE WITH WELLS ® REMOVE ATM FARGO PND CITY ®REMOVETRAFFIC REM OVALELECTRICPLANO CASINET&FOOTNG CAPCONWRBELOWGNADE --i DEMOLITION LEGEND OTREE WATER ElUNIT ®FEMME SHUTOFF VALVE& SEEC111.C115 ® CAP LINE REINSTALLSIGN,SEEL123 REMOVE AND SALVAGE LIMESTONE WALL PIECES WATER SALVAGE NUMBER CORRESPONDS WITH ®ADJUST SHUTOFF VALVE TO SMC1114115 TREE PROTECTION FENCE SEE DETAIL 811,506 FINISH GRADE TREE PROTECTION PANELS, SEE DETAIL 71 LSCS ®REMOVE FIRE HYDRANT&CAP SALVAGE FIRE HYDRANT SERVICE FIXTURE FOR REUSE, SEE CML FIRE ®ADJUST HYDRANTTOFINISH SEECM1 115 GRADE WATER ®REMOVE HYDRANT CAP SEEC1114115 SERVICE ®REMOVE MANHOLE REPLACE WITH CRY STANDARD FRANCE &LID ANDADASTTp FINISH GRADE REMOV ® CLEAN Ol OUT SEE C131H:135 SERVICE 6 CAP SERVICE CAP STORM I ®ADJUST SEWER CLEAN OUT BEE C121C125 TO FINISH GRADE ®REMOVE REMOVE EIECTNLALAND CAP ELECTRN:AL MH/HH CONd,IT BELOW GRADE ADJUST ELECTRICAL J3 MH/HH TO FINISH GRADE ®SALVAGE SEEL121FORREINSTA IATION ANEMOMETER --i DEMOLITION LEGEND OTREE TO BE REMOVED. COMPLETE. ElUNIT PAVER REMOVAL, COMPLETE ❑ PCC PAVEMENT REMOVAL.. COMPLETE ® RANT MATEgNLL/MULCH REMpVAL,CpMPLETE REINSTALLSIGN,SEEL123 REMOVE AND SALVAGE LIMESTONE WALL PIECES ® SALVAGE NUMBER CORRESPONDS WITH LIMESTONE WALL SCHEDULE G01 1f 13 —n— TREE PROTECTION FENCE SEE DETAIL 811,506 �- TREE PROTECTION PANELS, SEE DETAIL 71 LSCS ® PROTECT EXISTING CONCRETE/TILE BUILDING ENTRY ®REMOVE&SALVAGE STOP SIGN REINSTALLSIGN,SEEL123 ® REMOVE & SALVAGE STORM FRAME AND REINSTALLINTN(E. SEE CIN ORATE genus ] landscape architects ] 325 EAST 5- STREET DES MOINES. W 50309 T 515 294 1010 u^i;4�La;rNi KK -1-^..' ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 57740 P 319 M7878 CWIL ENGINEER SHOEMAKER 6 HAAIAND 16) HOLIDAY ROAD CORALV UE, M 52241 P 319.3517150 ELECTRICAL 6 TRAFFIC SIGNALPATIOM SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE- 150 MINNEAPOLIS, MN 55UTAM3 P 763AMOO10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 52240 P 319333.78% LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN56114 P612339.59E6 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 0126277 70% DO O3 ONS02p17 10% DO 0 10183017 50%CD N 1WZWNI7 10016CD BE Ot/282018 BID BET BD AC ~ CCI EH I PN I SS DEMOLITION PLAN - AREA 4 1WJ4 DD104 a ERTEEN 6: STOCKFP r lC 01- 101 S Dull,,2 r - \ I i chi —, '. t•� \I©� M a TEN TW)LIQ O TEXTILES 1D9 5 DURUQUF 11 FORBIDDEN PLANET 111 5 DUBUQUE ROOT PRETTY — — 115 5 DUBUQUE — l 13 CC EJ® B V p �A� 12 NEW CONSTRUCTION LIMITS 3'' Xn Ite U 119 � 12 I]B I T - c' T_I.. �13 T _I FI 5 —I L I 121 1 •� j I 1 A E-ZZ_5ALC\ (2)---- .e I 201 5 DUBUQUE i L.1 I I 1 0' S 10 20 I I I I D PROTECTION SCHEDULE KEY 05=MPTHNI NOTES 1Q PROTECTEXISTING THRE51KKD& INCLUDESBUILDINGCOLUMNS. REMOVE & SALVAGE STRUCTURAL SLAB STEPS AND WATERPROOFING LIMESTONE ANDSTOREUNUSEDPIECESTO SEES101&S105.SEEC503FOR O EXISTING BUILDING WATERPROOFING AT 118E REMOVE & DISPOSE VAULTIBASEMENT COLLEGENAULT QPROTECT EXISTING REMOVE 6 SALVAGE SEERVICERVICE (Lnnu TY)VAULT ®REMOVE&DISPOSE OPROTECTEXSITING ®REMOVE & DISPOSE AREAWAY OFPCCBAND PROTECT EXISTING INCLUDES CONCRETE PAD AND © TRANSFORMER/ ALL CONNECTED OF PCC CURB ELECTRICALMETER UNDERGROUNDMLRIES SERVICE PROTECT EXISTING ®REMOVE&DISPOSE © PLAY SURFACE 6 REMOVE & DISPOSE POC PAVEMENT CURB OF NIOSH REMOVE &DISPOSE REMOVE 6 REPLACE ® Q EXISTING STORM LINN STREET CURB INLET BOLLARD TOP S THROAT OF PERGOLA QB REMOVE S SALVAGE FOUNTAIN REMOVE CONCRETE AND. PATIO FENCE EQUIPMENT VAULT COMPLETE ENCLOSURE EXISTINGBY i � Q LAMINAR LAMINAR FLOW CRY. 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CO&WLETE REMOVE & DISPOSE BOLLARD OF PERGOLA REMOVE&SALVAGE FOOTINGSANOWOODEN If PATIO FENCE PLATFORMS, COORDINATE OF TREE GRATE ENCLOSURE WITH BUSINESS OWNERS i � REMOVE I SALVAGE COORDWATE WITH cnY PICNIC TABLE NO SMOKING SIGN CONDUT BELOW GRADE ®REMOVE ADJUST ELECTRICAL REMOVE FOOTING. ELECTRICAL ®REMOVE&DISPOSE OFSTREET LIGHT ANDCAPCONDUITBELOW POLE GRADE FILED 2018 f E8 16 M 119 DULE KEY dLR4APftyV2TNOTES FSEI CONCRETE PAD, ®REMOYEWATER SHUTOFF VALVE& MECIIIZ115 ®REMOVE CAR LINE OETE.LITTER REMOVE&SALVAGE WATER SEE C121 -CIM ®ADJUST SHUTOFF VALVE TO SEEC111-0115 B DISPOSE FINISH GRACE REMOVE FOOTING. 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WASHINGTON STREET, $7, 8 OWA CITY, A 52240 1319.333 7950 UGHTIRGOESIGN SCHULER SHOOK 219 MN STREETSE, STE 200 MINNEAPOLIS, MN 55414 1612X6.5958 PEDESTRIAN M>31 IMPROVEMENTS IOWA CITY, N 0, OY16'Z0,7 70%00 02 09^4WZ017 100X W w 1W19(1M1 5094CD M 12/4441017 1MCD 05 01I26R019 BIO SET CCIEHIPNISS TELECOMMUNICATIONS PLAN VIEW ,soca C105 ` L -.--.—..- I ( _. _- FROM SANffARYnPIPE STA INSTALL 8722.57 _ _ --_ ry ., y_ i genus � ^ - I landscape architects ] ,♦ _ _-. _ . _I .D7 L I STA 12403.93.2380' L _ — — v, - N STALL VICE OLE _. _ s BEND J INSTALL &'1¢2.5°BEND T I C �= STA 11+1D 0 T4 R INSTALLS L STA 11 .71.0. ' I _.. • ---- STA.12+00.21 0.36'R .. V r - _ 325 EAST SM STREET FOR YIDF RNCE , -. I INSTATA GSLE R STA.12 TAP MINS EVE -_ I v 15DES 284 . W 50309 r LL INSTAL i1 i, T sls zea Imo ] i r IL VALVE FOR 4'. SERV &VALVE FOR _ �� yx WWWGENUS-IA.COM yY>•i' e rt - — - __ - • e DOW - - - - - �ESTIC 5T�1+8773,A.41'R _. ALL RUS •CI(` mrnr# � • ARCII,. 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STE.303 1 P3193387B78 u z fl, STAT 528 394' R J �� +- ALL1 G4TE VALVE _ - - _.. 6HOEMAGINIER AN _ p _ a/ q t a RE YARD HYDRANT ii X D xw ABANDON f0' WATER MAIN IN PLACE: SIS J �� �LIDAYROAD 3 ---. �' _. • MLLE IA 52241 -� n - P319,3517150 F YSEE CONSULTING STA ii 81.691193 R _ `^ TAP 2' DOMESTIC SERV ICE ^-^ • INSTALLS "x "EID, • OFFOF4'FIRE SERV ICE 1 ELECTRICAL& TRAFRC SIGNALMATION XIk* 1 ElIll I I I I 1 � � q5_g STA INSTALL ij 2"%10" OUCEft — � 1 I ONE ISO PARKWAY NORTH, CONNECTTO EXI NO MAIN • • STA 11 7647 26 90 STE. 150 _ ALL6'x45`BEND SEE SNEETC116F RDETAIL ^ P 763 4 75 0019 MN 55441x443 C "'"�'T _ REMO LNG FIRE - . _ __ s TANIDLEAD 0+9251,6. $,91 3 CAP TEE AT EK MAIN STRUCTUMLENGNEER YJST LIE 12'x45'BEND I'0`RC -- STA. 11+93.71, 20.66'R RAKER RHODES ENGINEERING INSTAL -1 THRUST BLOCK S�A 11+26A1158R STA. 11+3206,18.50'R INSTALL 4' GATE VALVE 122 E. WASHINGTON STREET, STE,B — -- (MIN BOSFB RING SURFACE) ` INS ALL SERVICE SADDLE INDVLFIRE VEASSDRANT t P 319.3TY, IA 51140 FOR IRRIGATION TAP AND VALVE ASSEMBLY STA 11+937, 23.13'R - P319.33J.7850 SEE SHEET C508 FOR DETAIL INSTALL 4'x45'BEND C ' STA 10,95182 6.55'R i `J ": I -. OGMING DESIGN SEE SHEET C114 FOR I S LL 10 MJP -' '-' • ,qq, 9.85R -- --- � �` (� �__ SCHULER &HOOK 8'WATER SERVICE DETAILS.. I f'Li-`' N M� 4 •. STOPBOX INSTALL26.4 SERVICE FOR IRRIGATION SEA, 11+96.45,19.3g -- �\ 9MAINeTREEfSE,STE.210 t EXISTING SEE IR SHEETS FOR COORDINATION •96.45, 1939'R * MINNEAPOLIS MN 55414 �ALLSTOPBOX ' P812.339.5956 _ METERING DETAILS INS I '�-' • � • � yip, ��* GRAPHIC SCALE I � 0 10 20 FeelILL x rt, — — . N a PEDESTRMN M4lIMPROVEMENTS IOWA CITY, IN 685 685 NOTES: _. ..... ._ ... ..... .... ...... ... ... _. ._ .. .. ._ _.. -MINIMUM BURY DEPTH =5.5' ._. .__ .... ... _.. ._. _ ._.. ATA. f2w51, ELEV. -67695 PROPOSEDCLPROFILE FROPOSEDITSTORMPPE-TARGETBURY _.. _... — ... EXISTING CL PROFILE .. .._. _. _ TAPPING SLEEVE._. -- —� .. .... Toa OIOSERVICE _ i of MSIzon 7oz lw — � — BETWEEN OLO AND 660 - - - - - - - - ---- ----- ------ 10 LF I.P. 680 BETWEEN NEW WATER MAIN D2 o 17 10 0D ..._ ....... _- .... PROPOSED 17STORM PIPE ...... GATE VAL ... ._.. .. __ ... L_ ..... .. - TAPPING SI.... - MINIMUM VERTICAL 03 iWteQ01T WMCD .__.. ....._ _.. __. URFACE ELEV=679.32 _ A11+m 98�ElF/=87448. .... ..... ...... A &VALVES ` SEPARATION BETWEENPROPOSED 1Y STORM PIPE CROSSING PIPES=18" 04 i mmlT 1WxCD zTATI+.T3.5TUEV,=574AB._ 48 LF D.LP. ...._..°BENO� _... 2DDIP WA RMNN.. .... .__. _. ...... 05 0112Wmte SID SET 67 67 5 BD AC CCI EHI PN/SB 6 w..m.....,e.�"..... WATER MAIN PLAN AND PROFILE tWx 5 m C111 11 s SEA. 88- L ? I I STA 12+96.89,0.41- L I STA. 11-32.52,29.6T L.,Xv INSTALL 47X5°PEND INSTALL 4'x45' END / r `m INSTA144'%12.5' BEND TAP 2" DOMESTIC SERVICE .. w ., OFF OF 4' FIRE SERVICE a� S - ! STA. 7.2 1.30`` 3.31' R • ❑ ` TAPPING SL E 4 VALVE STA 1 2990.23.89' L `MSTACL 4"x225° BEND INSTALL FOR 4'r+INESERVICE--_ --+ -- '-r - STA. 12+93 — - I " L` -- STR.12+80.02, 3 OT R 1 INSTALL STOPBOX _ < " ' STA. 13+0153 R f' STA 5, .74 R INSTALL 12"x6"f EASHINGTON STREET QQ STA 13«29.59, 3.69' R PROPOSED 17 D.I.P.DPWATER MAIN INSTA. .5q+74'R ST0.ty13'+01IIy, 3.SSR INSTALL TAPPING SLE EVE 8 VALVE WATEji MAIN FOR ( INBTWL 127 TEVALVE FOR 4'OOMESTIO BE i REFEF 74CE ONLY } - - _ t- _ S 12+85.30, 3.27 R. INSTALL TAPPING ❑ SLEEVE & VALVE FOR 8'DOMESTIC SERVICE II STA. 13+22.12, 3.81'- 'la=- _ PING SLEEVE&VALVE SEFNICE - STA. 14+35-29. — ❑ •I -I ABANDON 10' WATER N IN PLACE.INI /^^ tril I r I • �• TIE NTO 5 STA. 12+85.17,19.26R INSTALL 8'x45* BEND ` Ia, �,- - REMOVE FIRE HYDRANT ASSEMBLY. REMOVE — STA .12+78.25, 26,68'REXISTINGLEAD RETU T CITY ATE DEP TI _ INSTALL B'x45' BEND NEW SECTION AS TO NEW HYDRANT AND NEW B"SERVICE. *p _ — _ - STA 1 +24.8 8. INSTALL FIRE HYDRANT ASSEM LY Y IN ST LIP BLI D — � I • ON STI MAI 7 I I SEE SHEET C508FOR DETAILS I n n n l ❑ 1�1 1�1 1�1 UU U I I y g O I w 12'sT..-,_.� L — J o 4 n 2'ST 1 ------- ❑ W' p-1z's7 STA 13-22.19,64.69'R, INSTALL B"x45° BEND GRAPHIC SCALE STA 13-14.14, 72.83' R, INSTALL 8'x45° BEND jm� 0 10 20 Feet 685 680 675 670 12+25 12+50 12+75 685 NOTES 1 - MINIMUM BURY DEPTH = 5.5 - TARGET BURY DEPTH =6' TO AVOID SERVICE CONFLICTS BETWEEN OLD AND NEW WATER MAIN MINIMUM VERTICAL 680 SEPARATION BETWEEN CROSSING PIPES =18' genus [ landscape architects 325 EAST 5- STREEF DES MOINES, IA 50309 T 515 284 1010 20 WWW.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS a21 EAST COLLEGE STREET, STE. 303 A CRY, A 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER&HAAAND 160 HOLIDAY ROOD CORALVILLE, M 52241 P 319.3517150 ELECTRICAL& TRAFFIC SIGRALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH. STE 150 MINNEAPOLIS MN 554474443 P763.475G010 STRUCTURAL ENGMER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACITY, W 52240 P 319.0.76% LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. XO MINNEAPOLIS, AN 55414 P 612.379.5955 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY R 01 mW017 7M DD w O6AD2017 100%013 00 1W16I2017 w%CD W 1]Rd2017 1w a) 05 01I 018 DID SET SO .e..�� AC .w.m. CCIEHIPNISS WATER MAIN PLAN AND PROFILE 670 13+00 13+25 13+50 13+75 14+00 14+25 14+50 C112 PROPOSED CL PROFILE - l - — — — — — — EXISTING CL PROFILE TAPPING SLEEVE rIT O D.I.P. WATER MAN 12' W TE VAI' & VALVE 7X22.5°BENDS TAPP NG SLEEVE WTERMAIN TAPPING SLEEVE JIP,, &VALVE L/7 "T.EE '--- 1 5 LF D.I.P. LF D.I.P. 105 F D.I.P. 4LFD.I.P 13 LF D.I.P. 0. 4 D.I.P. 9 LF D.I.P. T T (LSF I _`STA 11+85.70, 9 MOX. ELEV. =811.75 TA 13+48.75, PPPROX EUV. 672.1 TA. 13+98.30,APPROX. EL. =6732 EV - EXISTING SANK YSERVICE EXISTING SANITARY SERVICE EXISTING SANRARYS ICE p 5 LF D.I.P. fOry Oms' N� Om �r N ^h <4 12+25 12+50 12+75 685 NOTES 1 - MINIMUM BURY DEPTH = 5.5 - TARGET BURY DEPTH =6' TO AVOID SERVICE CONFLICTS BETWEEN OLD AND NEW WATER MAIN MINIMUM VERTICAL 680 SEPARATION BETWEEN CROSSING PIPES =18' genus [ landscape architects 325 EAST 5- STREEF DES MOINES, IA 50309 T 515 284 1010 20 WWW.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS a21 EAST COLLEGE STREET, STE. 303 A CRY, A 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER&HAAAND 160 HOLIDAY ROOD CORALVILLE, M 52241 P 319.3517150 ELECTRICAL& TRAFFIC SIGRALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH. STE 150 MINNEAPOLIS MN 554474443 P763.475G010 STRUCTURAL ENGMER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACITY, W 52240 P 319.0.76% LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. XO MINNEAPOLIS, AN 55414 P 612.379.5955 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY R 01 mW017 7M DD w O6AD2017 100%013 00 1W16I2017 w%CD W 1]Rd2017 1w a) 05 01I 018 DID SET SO .e..�� AC .w.m. CCIEHIPNISS WATER MAIN PLAN AND PROFILE 670 13+00 13+25 13+50 13+75 14+00 14+25 14+50 C112 r � � sra. 6.07.81, 18.33 L i INSTALL DRINKING FOUNTAIN. SEE SHEET L503 FOR DETAIL 41 00 4 I -5 LIBRARY STA 6+0783, 03T L ICKFLOWPREVENTERASSEMBLY 2J NN 3 ? INSTALL METER AND I IN ENCLOSURE. SEE S�EETC508 FOR DETAIL I4 y I' 1 I FILED c I � : FER I 6- PM o - ' INSTALL STOPBOX STk 7+90 82,15.33' CITY CLERK xT - - - INSTALL 1 , - - GATE VALV I (� A IOWA CITY41 E4 STA. CONNECT TO EXISTING STA �' $ 4" I$ I NA5+98.6INGV4'R, MAIN AT EXISTING VALVE EAST OF FH LEAD TEE. LLERVIC84'R INSTALL SERVICE SADDLE FOR I' TAP TO INSTALL NEW B"D.LP. WATER MAIN STA. 7+87 18 6C SEE SHEET 0118 FOR DETAIL. DRINKING FOUNTAIN. REMOVE EXISTING 6'MAIN ALONG NEW ALIGNMENT INSTALL B' TE VALVE •� • » • " w ADJUST EXISTING FIRE HYD T llp RAMI j ` •- = • • • I STA. 7+9f) 82 18 68 R RISTALL 12'ke' TEE t 72 ROPOSEO GRADE =__... ('[— rqr.. 12 g El ST 7w0.83,?2.� 0 BEARING IN N. IN ALL THRUST BLOCK(MIN.18BEARG INST GATEMVf SO SEE SHEET C119 FOR DETAIL. t ,fir _ _� arr T ❑ ❑ o_ o ❑ �� — _ _ _ h T dREAU CA+)4 ILARKE' 25 5 vh ANO 6AKf.RY VE'TRO R CONFx RC EM1�I - 221 S L1NN 221 S GRAPHIC SCALE A CITY 10 , 10 20 Fo ol 3, ILCO PLAZA IOWf RS PHASE 2 WATER MAIN 685 _-_—.- - 685 NOTES' _..... __ __..... _. _. _... _... __. _....._ _._. __.... __..... .MINIMUM BURY _ _....._ _..... __. _.. _....... _..... DEPTH =5.5' -TARGETBURY EXISTING CL PROFILE DEPTH 6 TOAVOI DSERVICE _.._ _.. _...... __._ CONFLICTS 680680 BETWEENOLDAND — — — — — PRO ED CL PROFILE NEW WATER MAIN MINIMUM VERTICAL —..1 _ SEPARATION BETWEEN CROSSING PIPES =18' TIE-IN TO EXISTIN WATERMAII 675 675 O DAP. WATER MAIN _. 191 LF D.I.P. _...... _.... VALVE._... BURI ACEELEV. =676.65 1TXB'TEE SIAS 1.02 670 STA 8+26.97, FIEV.=W7,9 EXISTING SANIT SERVICE 670 PROPOSED 15 STORM PIPE ONNNNN TA 6+70.22 2 LF D I.P. ST 8+83. EXISTING SANITARY SERVICE TSTA 7+08.22 EXISONGSANITARY ONICE EXISTING SAN TARY SERVICE 7 665 b io •. m@ �6 IIn 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 genus [ landscape architect ] 325 EAST 5- STREET DE5 MOINES, IA 50309 T 515 284 1010 W W W.GENUSIA.COM ARCHITECT NEUMANN MONSONARCHRECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 52240 P 319.3387878 CML ENGINEER SHOEMAKER 6 HAAAND IW HOLIDAY ROAD CORALVILLE, N 52241 P319.351.719 ELECTRICAL 6 TRAFFIC SIGNALUATION SHE CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447/443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CRY, LA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOCK 219 MAIN STREET SE, STE. ZB MINNEAPOLIS, MN 55414 P 612.3A.595B PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, LA 00900/0"'a, 02 OBI30.2017 100%DD 03 1N1BIR017 50% CD 04 12202017 100% CD OS 01202018 BID SET RD AC CCIEH/PN/BS WATER MAIN PLAN AND PROFILE 1eo34 C113 genus [landscape=Nhl fs] 315 EAST 51H STREET DES MOINES. IA 50309 T 515 284 1010 W W W.CIENUS-U.COM ARCINECT NEUMANN MONSON ARCHITECTS 711 EAST COLLEGE STREET, STE 303 IOWACRY,w5II40 P3193381818 CML ENGINEER SHOEWXER&HAALAND 160 HOLIDAY ROAD CORALVILLE,A5?241 P 319.351.]150 ELECTRICAL& TRAFFIC SIGNALRATION SRF CONSULTING ONE CARL60N PAXNWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.4150010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, SM D IOWA CITY, M2240 P 319.333.1850 LIGHTING DESIGN SCHULER SHOOK 219 VAN STREET SE, STE. MIO MINNEAPOLIS,M1455414 1`612M.5958 PEDESTRIAN MALL NPROVEMEKTS IDWACRY,LA 01 01 70% DO 02 0&30ROlT 100%OO 03 10,187011 SIM CO 04 1b 017 1001:CD 05 012 16 BID SET eo � Ac CC/EX/PN 185 WATER MAIN PLAN AND PROFILE 16034 C114 GENERAL WATER MAIN NOTES: 1. ALL WATER MAIN PIPE WILL BE LOCK JOINT D.I.P. CLASS 53. INSTALL NITRILE GASKETS THROUGHOUT. 2. WATER SERVICES 4" OR LARGER WILL BE LOCK JOINT D.I.P. CLASS 53 AND USE NITRILE GASKETS. 3. 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. 4. A MINIMUM OF SEVEN (7) DAYS BEFORE A PROPOSED WATER MAIN SHUTDOWN, THE CONTRACTOR OR INSPECTOR SHALL SUBMIT A "WATER SHUTDOWN APPLICATION" TO THE WATER DIVISION. 5. TAPS SHALL BE SCHEDULED AS WATER PERSONNEL WORKLOAD ALLOWS, THE WATER DIVISION OFFICE DOES NOT SCHEDULE TAPS ON SHORT NOTICE, EXCEPT FOR EMERGENCIES. TAPS MAY BE SCHEDULED MONDAY THROUGH FRIDAY, FROM 7:30 TO 2:30 P.M., UNLESS OTHERWISE APPROVED. 6. IOWA CITY WATER DEPARTMENT WEBSITE: hfps://www.icgov.org/waterresources WATER MAIN CONSTRUCTION AND TESTING NOTES DUBUQUE STREET 12" WATER MAIN: (SEE DETAILS ON SHEETS C116 AND C117) 1. PLACE NEW DUBUQUE STREET WATER MAIN WEST OF AND AT A LOWER DEPTH THAN THE EXISTING WATER MAIN TO PREVENT CONFLICTS BETWEEN THE EXISTING WATER MAIN AND THE NEW DOMESTIC AND FIRE CONNECTIONS. 2. NEW DUBUQUE STREET WATER MAIN WILL BE CONNECTED TO THE SYSTEM ON THE NORTH END AT WASHINGTON STREET AND FED FROM THE NORTH DURING TESTING. THE EXISTING DUBUQUE STREET WATER MAIN WILL BE DISCONNECTED AND CAPPED ON THE NORTH END AT WASHINGTON STREET AND FED ONLY FROM THE SOUTH TO MAINTAIN SERVICE TO DUBUQUE STREET CUSTOMERS UNTIL THE NEW MAIN PASSES ALL TESTING AND IS COMPLETELY CONNECTED TO ALL CUSTOMERS. 3. CHARGE THE NEW WATER MAIN, FLUSH AND TAKE SAMPLES, AND CLOSE THE NEW VALVE AT THE NORTH END TO ISOLATE THE NEW SYSTEM DURING TESTING. 4. ONCE THE NEW WATER MAIN HAS PASSED ALL TESTING, OPEN THE EXISTING NORTH VALVE AND BEGIN CONNECTING BUILDING SERVICES TO THE NEW WATER MAIN. 5. WHEN ALL CUSTOMERS ARE CONNECTED TO AND FED OFF OF THE NEW WATER MAIN, COMPLETE THE CONNECTION OF THE NEW WATER MAIN TO THE EXISTING WATER MAIN ON THE SOUTH END. ABANDON IN PLACE A PORTION OF THE OLD 10 INCH DUBUQUE STREET WATER MAIN AS INDICATED BY PLUGGING ALL OPENINGS. FILED COLLEGE STREET 8" WATER MAIN: (SEE DETAILS ON SHEETS C118 AND C Mie FEB 16 PM 1 a 20 1. REQUEST THE SHUTDOWN OF THE 12" LINN STREET WATER MAIN AND 6" COLLEGE STREET1i BE REPLACED AT LEAST 7 DAYS PRIOR TO THE DESIRED DATE OF THE 3 -WAY PACKAGE I�jgl�, IOWA 2. CUT IN NEW 3 -WAY SYSTEM, CONSISTING OF A 12" X 8" TEE AND ASSOCIATED VALVES, A ERSECTION OF LINN STREET AND COLLEGE STREET WHERE THE EXISTING 6" TAPPING VALVE AND SLEEVE IS LOCATED. 3. CLOSE THE NEW 8" VALVE AND RESTORE SERVICE TO THE 12" LINN STREET WATER MAIN. 4. REMOVE AND REPLACE THE EXISTING COLLEGE STREET 6" WATER MAIN WITH THE 8" WATER MAIN FROM THE VALVE ON THE EAST SIDE OF THE BREAD GARDEN HYDRANT (STA. 5+92.99,21.541 R) TO THE NEW 8" VALVE AT THE LINN STREET INTERSECTION. 5. USE THE HYDRANT (STA. 5+92.99,21.54'R) AS A TESTING LOCATION BY CLOSING THE VALVE WEST OF THE HYDRANT AND OPENING THE VALVE EAST OF THE HYDRANT. 6. PERFORM BACTERIA AND PRESSURE TESTING AT THE HYDRANT. 7. PLACE THE NEW 8" WATER MAIN IN SERVICE WHEN ALL TESTING IS COMPLETED SATISFACTORILY. NOTE: IF BUSINESSES ARE SERVED OFF OF THE EXISTING 6" WATER MAIN, THIS PROCEDURE IS VOID AND MUST BE REWORKED TO MAINTAIN WATER TO THESE CUSTOMERS DURING CONSTRUCTION. GRADUATE HOTELS FIRE AND WATER SERVICE TAP: (SEE DETAILS ON SHEET C114) 1. SUBMIT TAP APPLICATION TO THE CITY INSPECTOR AT LEAST 48 HOURS IN ADVANCE OF THE DESIRED TAP DATE (EARLIER NOTICE TO THE WATER DIVISION RESULTS IN BETTER ABILITY TO ACCOMMODATE THE CONTRACTOR'S SCHEDULE). 2. UPON NOTIFICATION OF THE TAP APPLICATION APPROVAL, CALL THE WATER DIVISION TO SCHEDULE THE TAP. 3. INSTALL TAPPING SLEEVE AND VALVE ON THE 8" WATER MAIN IN COLLEGE STREET RIGHT OF WAY AT THE DESIRED TAP LOCATION PRIOR TO ARRIVAL OF THE CITY STAFF TO PERFORM TAP. 4. CITY STAFF WILL PERFORM THE 8" TAP ON THE 8" WATER MAIN. 5. CONSTRUCT THE NEW 8" WATER SERVICE UNTIL THERE IS AT MOST 20 FEET LEFT (TYPICALLY FIRE SERVICE LINES ARE RUN TO WITHIN 4-8 FEET OF THE FOUNDATION), WHICH IS REQUIRED TO CONNECT TO THE BUILDING AND INSTALL TEMPORARY BLOW -OFF ASSEMBLY. 6. PERFORM ALL BACTERIA AND PRESSURE TESTING. 7. WHEN ALL TESTING IS SATISFACTORILY COMPLETED, SHUT DOWN THE EXISTING GRADUATE HOTELS WATER SERVICE USING THE VALVE IN THE FOUNTAIN AREA (THIS WILL ALSO SHUT DOWN THE HYDRANT RUN OUTSIDE OF THE HOTEL). COMPLETE CONNECTION OF THE NEW SERVICE TO THE HOTEL. ENSURE ALL NEW PIPING COMPONENTS ARE DISINFECTED PRIOR TO INSTALLATION. FLUSH/DISINFECT HOTEL INTERNAL PLUMBING AT THE CONNECTION SITE AS REQUIRED. 8. DISCONTINUE OLD COMBINED SERVICE AND HYDRANT BRANCH RUN BY MAKING A PHYSICAL SEPARATION AS CLOSE TO THE FOUNTAIN AS POSSIBLE. REMOVE THE OLD PIPE, HYDRANT, AND VALVES. FILL THE CLOSED VALVE'S VALVE BOX IN THE FOUNTAIN AREA WITH CONCRETE TO PREVENT ANY FUTURE OPERATION. genus I landscape omtwt cfs ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY. W 57140 P 319.3387875 CML ENGINEER SHOEMAKER S HAALAND 160 HOLIDAY ROAD CORALVILLE, M 52241 P 319.3517150 ELECTRICALS TRAFFIC SIGNALPATNN SHI CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN SW74443 P783.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 171 E. WASHINGTON STREET, STE.8 IOWA CITY, a 52240 P 319.W1119 LIGHTNG DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P 6123395955 PEDESTRIAN MAUI IMPROVEMENTS IOWA CITY, M C�1 Is /1�I oz aWmon ,aox DD 03 +a,eao,7 Sox co a ,21N2a,1 ,rox cro w o,aW2o,a 9IG5ET Z -,- Ac GGIEMIM4138 WATER MAIN NOTES C115 DUBUQUE STREET STA. 10+98.01, 1.45R, INSTALL 12"x450 BEND INSTALL 12" GATE VALVE STA. 10+89.09,6.51'R, INSTALL 12"x10" REDUCER -J STA. 10+92.51, 6.45'R, INSTALL 12"x45° BEND --- - � REMOVE APPROXIMATELY 7 LF OF EXISTING 10" WATER MAIN BETWEEN PLUG AND REDUCER • U STA. 10+95.82, ABANDON 10" SOUTH DUBUQUE STREET WATER MAIN TIE IN PHASE 1 WATER MAIN INSTALL SERVICE SADDLE FOR WDF SERVICE \ R, INSTALL 10" MJ PLUG :R MAIN TO THE NORTH. '- N GRAPHIC SCALE 0 2 4 Feet genus I land:cape aTcMTects J FILED 325 EAST S, STREET 325 MOINES. IA T 515 284 1010 2018 FEB 16 PM 1: 2 WWW GMUS{ .CGM CITY CLERK IOWA CITY. IOWA ARCHOW NEUANNNMIX60NARCHIMCB 221 EAST COLLEGE STREET, SIE. 333 IOWA COY, NSM P319.3387878 CMLENGNEER SHOEMAKER B HAAIAND 16D HOLIDAY ROAD COiALVILLE, N 52241 P 319.351.7150 ELECIRMAL 6 TRAFFIC SINLALPATMN SRFCONSOLTING ONE CARLSON PARKWAY NORM, SIE. 150 MINNEAPOLIS, AN 554474443 P 753.475.0010 STRUCNMLENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, STE.8 'AWACIIY3452240 P319.33.7&50 LIGHTING DESIGN SCHULER SHOOT( 219 M AIN STREET SE, STE 200 MINNEAPOLIS, MN 55114 P 612339.5959 PEDESTRW! MALL IMPROVEMENTS IOWA MY, LA Ot (WNZWIT 70% DO 02 0V=!Q17 100% DO 03 IWIBR017 50%CD 04 1Y 17 f00%CD 05 olwtoi9 BID SET AC cc 7EH7 PN, SS WATER MAIN PLAN VIEW DETAILS C116 genus [ landscope aUlifech ] 325 EAST SBS STREET DES MOINES, IA 30309 T 515 280 1010 Www.GENUS-U.COM 721 FASTCOLLEGE 37REEf, STE.303 N7rIACm, N 57H0 P 3193387878 CIVILENGINEER GHOEMAKERB WI 169 HOLIDAY ROAD CORALVILLE, 1457741 P 319.3511150 ELECTRICAL 6 TRAFFIC BIGR4L2ATION SRF CON5IATING ONE GNSON PARKWAY NIXiTH, STE.IW MINNEPPOIIS. MN 55147443 P]03.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACm, W 57740 P 319.3337 050 N(RffNG DESIGN SCHUtER SHOOK 119 MAN STREET SE, STE 2 00 MINNFMOLIS, MN 55416 P 617.339.5958 IOWA cm, w o, oazazR,r _70%—W m ronmo,r ,mr DD m ,a,Y2Blr Sox co 4H 1ar2rcm17 twx cD OS BVm ;7-,- 7- CC/EN/P4155 FILED 101BFEB 16 FH J.. 20 tpWA CITYEs" DUBUQUE STREET STA.14+35, 4.1 T R, INST L 12' GATE VALVE. REMOVE EXISTING 45 DEG. BEND. DIRECT CONNECT TO ND OF EXISTING 12" WATER MAI OR PROVIDE SHORT POOL H ITIVITH w REPAIR SLEEVE. LU U) z ' O F— STA. 14+24.87,8.56'R, INSTALL 1 MJ PLUG V ABANDON 10" WATER MAIN TO 11 E SOUTH. - ❑ z U) Q 1 RE 90 _ E 12 L�F�2" WA`TE MAIN D FITTINGS BETW� N PLUG ND NEW VALVE. � REMOVE EXISTING 12"x10" REDUCER. SALVAGE 10" VALVE. RETURN VALVE AN BOX TO CITY WAT R DEPARTMENT. �— N GRAPHIC SCALE DUBUQUE STREET & WASHINGTON STREET WATER MAIN CONNECTION �� 0 2 Feet PHASE 1 WATER MAIN ctt� genus [ landscope aUlifech ] 325 EAST SBS STREET DES MOINES, IA 30309 T 515 280 1010 Www.GENUS-U.COM 721 FASTCOLLEGE 37REEf, STE.303 N7rIACm, N 57H0 P 3193387878 CIVILENGINEER GHOEMAKERB WI 169 HOLIDAY ROAD CORALVILLE, 1457741 P 319.3511150 ELECTRICAL 6 TRAFFIC BIGR4L2ATION SRF CON5IATING ONE GNSON PARKWAY NIXiTH, STE.IW MINNEPPOIIS. MN 55147443 P]03.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACm, W 57740 P 319.3337 050 N(RffNG DESIGN SCHUtER SHOOK 119 MAN STREET SE, STE 2 00 MINNFMOLIS, MN 55416 P 617.339.5958 IOWA cm, w o, oazazR,r _70%—W m ronmo,r ,mr DD m ,a,Y2Blr Sox co 4H 1ar2rcm17 twx cD OS BVm ;7-,- 7- CC/EN/P4155 701B BID SET WATER MAIN PLAN VIEW DETAILS tsm4 C117 COLLEGE STREET REMOVE EXISTING 1" DRINKING FOUNTAIN SERVICE LINE AND EQUIPMENT. CONNECT NEW 8" WATER MAIN. REMOVE EXISTING 8"X 6" REDUCER FITTING AT VALVE. EXISTING HYDRANT LEAD AND VALVES TO REMAIN IN PLACE. ----12"Si 12'ST 12'ST FLED 2818 FEB 16 Ph J.. 20 IOWA C1lY 10 `44 INSTALL SERVICE STOPBOX INSTALL LIVE TAP CORPORATION ASSEMBLY AT SERVICE CONNECTION FOR 1" DRINKING FOUNTAIN SERVICE LINE. 6" WATER MAIN PIPE TO BE REMOVED ALONG ENTIRE LENGTH OF PROPOSED 8' MAIN. 111■x11111111111111rr11111111111111 11111111111111I_T_r_' r_T_'_'-t_t_r_r_1®I , WAR E N A STREET WATER GRAPHIC SCALE p� F xt genus [ landscape =hfte ft ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 284 1010 WWW.GENUS- .COM ARCHITECT NEUNAHN MONSON ARCHITECTS 221 EAST COLLEGE STREET. STE. 303 IWIACITTIA52240 P 319.3387878 CMLENGINEER SHOEMAKER B MAIANG 1W HOLIDAY ROAD COHALVILLE, A 52241 P319MI.71W ELECTRICAL 8 TRAFFIC SNiNALPATNMI SHE CONSULTING ONE CARLSON PARKWAY NORTH. STE.1W MINNEAPOLIS. MN 554474N3 P 763.475011D STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWA C1Y, IA 52240 P 319.3337850 LIGHTING DESIGN SCHULER SHOCK 219 MAIN STREET SE, STE. 20D MINNEAPOLIS. MN 554A P 612339.5958 PEDESTRIAN M"3L IMPROVEMENTS IOWACNY,IA Oi OA t? TODD 02 011=011 i00%DD DO 10/1W017 50%DD 04 1T 17 IDD%DD 05 01�15 BID SET """ CC/EH/PN/fib WATER MAIN PLAN VIEW DETAILS 1 W3A C118 COLLEGE STREET 6" WATER MAIN PIPE TO BE REMOVED ALONG ENTIRE LENGTH OF PROPOSED 8" PIPE IN THIS PHASE. INSTALL 12"x 8" TEE ASSEMBLY. CUT IN CONNECTION TO EXISTING 12" MAIN. TRANSITION TO EXISTING MAIN USING SOLID REPAIR SLEEVES AND SHORT SPOOL SECTIONS AS REQUIRED. INSTALL 2 -12" GATE VALVES AND 1 - 8" GATE VALVE. DISINFECT ASSEMBLY AND PLACE IN SERVICE PRIOR TO CONTINUATION OF NEW MAIN INSTALLATION TO WEST. I 21 SF MIN. ISOLATE EXISTING 12" MAIN IN LINN STREET ROW. REMOVE EXISTING 12" WATER MAIN AS REQUIRED TO CUT IN NEW ASSEMBLY. COLLEGE STREET & LINN STREET WATER MAIN CONNECTION PHASE 2 WATER MAIN - C119 N A GRAPHIC SCALE 0y----�24 Feet — — FILED 2010 FEB 16 PM 1: 20 CITY CLERK IOWA CITY, IOWA genus [ landscape architect ] 325 EAST 5m STREET DES MOINES. M SCOW T 515 284 1010 WWW.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 711 EAST COLLEGE STREET, STE. 303 IOWA CITY, A52240 P319.3387878 CML ENGINEER SHOEMAKERAHPAIAND IW HOLIDAY ROAD CORALVILLE, IA 52241 P319.351.71W ELECTMCAL &TRAFFIC SIGNN IZINI NI SRF CONSULTING ONE CARL I N PARKWAY NORTH, STE. 150 MINNENIOLIS, MN 55447-0443 P763.4T5.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, STE. B IOWA CITY, LA 52240 P 319.333.7850 LIGHTING DE IN SCHULER SHOOK 219 MAIN STREET SE, STE.200 MINNEAPOLIS, MN 55414 P612239.5959 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, IA CCIEHIFNISS WATER MAIN PLAN VIEW DETAILS 134 C119 O1 0 5=!T 70% DO D4 0620IP01T 1W%DD 03 1W19Y1017 50% CD 04 1i/2YM17 1a0% CD 05 0112 is SIO SET CCIEHIFNISS WATER MAIN PLAN VIEW DETAILS 134 C119 I SUBDRAIN LEV.=681.89 CORE -DRILL MANHOLE TO _ CONNECT SUBDRAIN INST L 6" SUBDRAIN REMOVE AND REPLACE FRAME FILED ALO G CLINTON ST. 3 WITH CITY LOGO CASTING 0.5' EAST OF BACK OF CURB i SEE SHEET C513 FOR DETAIL (TYP.) SEE SHEET C 13 FOR DETAIL RIM ELEV. = 685.55 CAP AT NORTH AND SOUTH ENDS 1 F.L.IN(W)=681.70TZ018FEB 16 PM 1: 20 F.L. OUT (NW) =681.22 ADJUST FIRE HYDRAN I / covsrau TION UMrts TO PROPOSED GRADE rl-1•+T CLERK I OWA CITY, 4001 CONNECT DRAIN TILE TO I DRAIN TILE PERFORATED SUBDRAIN (TYP.) INTAKE WITH 4" SUBDRAIN 1 1i SEE STRUCTURAL FOR DETAIL — —� I 6" SUBD 1`4 I .L.C)UT=681.82= r 1( • I F.L. IN- 682.05 1 25 ❑ ® O CONNECT DRAIN TILE TO L 4" SUBDRAIN4' SUBDRAIN CUNTONIST. SUBDRAIN ELECTRIC ABANDONED EAST OF VAULT 4" SU RAIN WIT 4'SUBDRAIN -_—� _ F.L. IN = 680.58 _ - —` D LE TO � _ F.L. OUT 68175 CT _ - — - - - - CLINTON S SUB r ;: ' I I PIPE (14)115 LF 12" RCP @ 2.40% ...... , Will 4"SU DRAT • sur - • ' I • — —s 27 — - - — F_ F.L. IN = 682.54 I ADJ ST EXISTING MANHOLE I • 24 �26 TO 8 OPOS€f GRADE ❑ ❑ I ❑ g, L — (RAI E APS t0XIMATELI 0.48') • 5 • 31 I - MINI IZE IMPACT TO EXISTING TREE EXISTI G 21"RCP PLANTER NUMREM VE AND REPLACE FRAME j ' �. ST1pam SEWE@T � �__L{ R(TY .) J —� x T WITH CITY LOGO CASTING ,.. REMOVE EXISTING INTAKE STRUCTUREI MCR?EN.S'ON CONS i_ 9Rnp REMOVE EXISTING PIPE F CC -'I0 111 E Cou.EGE „s I conr.cE. �a CONSTRUCTION DM INSTALL LARGE AREA INTAKE - (14) r I 111-'' INSTALL 48" DIA. MANHOLE - (15) / SUBDRAIN I#tv. =683.14 GRATE ELEV. = 683.65 RIM ELEV. = 683.94 4" SO F.L. IN (E) = 680.00 21' RCP F.L. IN (W) = 673.45 ADJUST FIRE HYDRANT 12" RCP F.L. OUT (S) = 679.65 12' RCP F.L. IN (N) = 679.3 TO PROPOSED GRADE SEE SHEET C510 FOR DETAIL (TYP,) 21' RCP F.L. OUT (E) = 673.45 zokDo SEE SHEET G512 FOR DETAIL (TYP.) 1 11 GRAPHIC SCALE N D, 10 -'—y Feet genus I landxope dGMIBC151 325 EAST 5e' STREET DES MOINES. a 50309 T 515 264 1010 W W W.GENUS.IA.COM ARCHITECT NEUMANN MONSN ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACITY AW40 P3193387878 CMLENGNEER SHOEMAKER& HAAIPNO iW HOLIDAY ROAD CORALVILLE, M 52241 P 3193517150 ELECTRICAL& TRAFFIC SIGNALIEATNIN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS MN S54471b3 P763.4750010 STRUCTIIRALENGNEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, STE. B IOWA CITY IA SM P319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS. MN 55414 P612339.5958 PEDESTRIAN MAL IMPROVEMENTS IOWA CITY, M 01 BA=iD17 70,6 DD 02 e4YSDQ917 faux DD 03 1WIBIN,7 Sax GO 04 ,N1 i7 lomm 05 0186'20,8 BID SET GC/fD1IPNl88 STORM SEWER PLAN VIEW 1604 C121 REMOVE DAMAGED SECTIONS OF PIPE REPLACE WITH NEW 15" RCP PIPE USE FERNCO 1000 OR 5000 SERIES STRONG BACK RC TO CONNECT TO EXISTING EXISTING INTAKE & PIPE TO BE REMOVED - CONNECT DRAIN TILE TO MAI INSTALL 48' DIA. MANHOLE P.)-(16) WITH 4' SUE SEE SHEET C513 FOR I ETAIL INSTALL LARGE AREA INTAKE - (18) RIM ELEV. = 682.65 GRATE ELEV. = 682.47 4"SD F.L. IN (NW) = 678 5 4"SDFL IN(E)=679.10 Ng �12"RCP F.L.IN(NE)=6 7.96 �12"RCP FL OUT(W)=678.47 12" RCP F.L. OUT (S) = 6 .46 �� I Baonuu 4" I - OI • I. 4" SUBDRAII �1 CONNECT DRAIN TILE TO INTAKE WITH 4" SUBDRAIN O - CANOPY SUBDRAIN _ EXISIIryVL 1"RCP _ r STORM SEWER • INSTALL DIAM.MANHF7,(3) RIM ELEV-679.42 15"RCP F.L. IN )=671.4,4(kSSUM�D) 12" R F.L.)N (NE) = 674.83 12" PP.L.IN(E)=674.30 f:L. IN (S) = 674.75 15' RCP F.L. OUT (S) = 671.44 (ASSUMED) �4- SO F.L. IN (NW) = 67573 � A � i 154 91l ■ I I \1 CONNECTDRAI ' INTAKE WITH 4" SUBDRAI F.L. OUT = 676.1 4' I I' JN O. PA': PARIN5 4 G I;: INSTALL 48" DIAM. MANHOLE - (17) REMOVE EXISTING INTAKE STRUCTURE RIM ELEV. T 682.44 INSTALL 48" MANHOLE OVER EXISTING PIPE - (1) 21" RCP F.L. IN (W) = 678.56 NEENAH 1642 FRAME 12' RCP F.L. IN (N) = 676.84 NEENAH R2370-0 CASTING 4- SD F.L. IN (SW) = 678.47 - GRATE ELEV. = 680.00 21" RCP F.L. OUT (E) = 678.56 4- SO F.L. IN (N) = 676.14 4" SO F.L. IN (S) = 676.08 STAGE CANOPY SUBDRAIN PIER INLET OUTLET 1 N/A REMOVE EXISTING 677.59 (E) 2 677..39 (W) 677.17 (E) 3 677.25 (E) 677.23 (W) 4 677.37 (E) 1677.35 (W) 5 677.49 (E) , 677.47 (W) 6 N/A CONNECT 677.59 (W) 21" RCP F.L. IN (W) = 671.38 24" RCP F.L. OUT (E) = 671.38 CONNECT ROOF DRAIN DOWNSPOUTS TO EXISTING STORM MANHOLE SEE TABLE FOR SUBDRAIN ELEVATIONS J RIM ELEV. = 680.57 PROPOSED F.L. IN (S)=676.89 TO MANHOLE] 4'-$UBD N Pipe (2) 32 LF 1 RCP @1120% 12'ST WITT n co JT = 674.95 0 INTAKE WITH 4' SUBDW I L. I BI RAIN EXISTING 24" RCP STORM SEWER L I W ERATON INN 21 S DUBUQUE F.L. = 677.17 IN ALL GEAR INTAli) genus P 319.3387878 G EL _ =78.3 REMOVE EXISTING REMOVE EXISTING INTAKE STRUCTURE. INSTALL SMALL Uo w recrs J DRAINS & PIPES . AREA INTAKE - (20). SEE SHEET C511 FOR DETAIL (TYP.). cope orcn Ih 4" (E) = 67 .62 ELEV. = 679.02 CORALVw52141 12' RCP F.L. OUT IS ) = 675.00GRATE P 319.351.TIS0 ELECTRICAL 6 TRAFFIC SN4NLPATION 4' SO F.L. IN = F.L. OUT = 674.65 SRF CARLSON I CONNECT RAI N TILE TO INTAKE WITH (� ILE 325 EAST 5"1 STREET DESMOINES,IA 50309 • 4"SUBD N F.L.OUT,876.8�" ` 1 sts Zea 1070 __- _ - AREAS SIRIICTNMLENGINEER INS T L LARGE AREA INTAKE - (2)2018 FEB 16 p W Ww.GE"us u.coM TE ELEV. = 679.06 GRA ELEV. = 678.70 ri 1: 2 D F.L. OUT= 675.20 I P319333. 650 4' SO I [12'R L. IN (S) = 675.35ARCHITECT CITY CLE h ° F.L.OUT(W)=674.68 In K NEUMANN MONSON ARCHITECTS 221 EAST CIXIEGE STREET STE 313 N Pipe (2) 32 LF 1 RCP @1120% 12'ST WITT n co JT = 674.95 0 INTAKE WITH 4' SUBDW I L. I BI RAIN EXISTING 24" RCP STORM SEWER L I W ERATON INN 21 S DUBUQUE F.L. = 677.17 `- EXISTING 24' RCP STORM SEW�R. • ADJUST CLEANOUT TO PROPOSED GRADIE. O EMOVBND REPLACE FRAME ITH CITY LOGO CASTING RE OVE DAMAGED SECTION OF STORM PIPE. RE LACE WITH NEW 24" RCP PIPE. USE I FE NCO 1000 OR 5000 SERIES STRONG BACK RC 0 CONNECT TO EXISTING REMOVE EXISTING AREA DRAIN & CONNECTED PIPE. RECONNECT EXISTING PIPE OVER EXISTING STORM SEWER i I REMOVE EXISTING TRENCH DRAIN SYSTEM. INSTALL NEW TRENCH DRAIN. SEE SHEET L501 FOR DETAIL. GRAPHIC SCALE 0I 1�0 20 Feel III PEDESTRIAN MALL IMPROVEMENTS IOWACITY,M 01 O/RB201T "DO m 04V'A" 017 iwx m w 1B'IB'L017 "CD 01 17/E0R017 iw%CD 05 01/ 018 BID SET CC/FJf/%1/55 STORM SEWER PLAN VIEW Z 0122 FFA CITY. I WA IOWA CITY, w 57240 ••• 111 P 319.3387878 REMOVE EXISTING DRAINS & PIPES C ENGINEETRENCH SHOEMAKHOEMAKER R& AAW10 160 3DAY ROAD CORALVw52141 T P 319.351.TIS0 ELECTRICAL 6 TRAFFIC SN4NLPATION SRF CARLSON ONE C41350N PARKWAY NORTX, PA STE50 �� • MINNEAPOLIS, MN 55/474443 P 763.475.0010 -7REMOVE OVE EXISTING INTAKE STRUCT RE. SIRIICTNMLENGINEER ALL SMALL AREA INTAKE - (19). RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE 6 TE ELEV. = 679.06 IOWA CITY. w 52240 -J D F.L. OUT= 675.20 I P319333. 650 LIGHTING DESIGN LEANOUT AND EXISTING PIPE �MAAINST��SE. STE 700 'TED PE. TO INTAKE TO THE EAST MINNFAPOLI&MIRMA14 P612.3'9.5958 `- EXISTING 24' RCP STORM SEW�R. • ADJUST CLEANOUT TO PROPOSED GRADIE. O EMOVBND REPLACE FRAME ITH CITY LOGO CASTING RE OVE DAMAGED SECTION OF STORM PIPE. RE LACE WITH NEW 24" RCP PIPE. USE I FE NCO 1000 OR 5000 SERIES STRONG BACK RC 0 CONNECT TO EXISTING REMOVE EXISTING AREA DRAIN & CONNECTED PIPE. RECONNECT EXISTING PIPE OVER EXISTING STORM SEWER i I REMOVE EXISTING TRENCH DRAIN SYSTEM. INSTALL NEW TRENCH DRAIN. SEE SHEET L501 FOR DETAIL. GRAPHIC SCALE 0I 1�0 20 Feel III PEDESTRIAN MALL IMPROVEMENTS IOWACITY,M 01 O/RB201T "DO m 04V'A" 017 iwx m w 1B'IB'L017 "CD 01 17/E0R017 iw%CD 05 01/ 018 BID SET CC/FJf/%1/55 STORM SEWER PLAN VIEW Z 0122 I ADJUST CLFA OUTTO PROPOSED GRADE 7� DRAIN TILE TOINSTALLED AS PART OF P 2 O UNDERGROUND PRI NI7INO 210 S IX.BUpJE I I CONNECT DRAIN TILE TO INTAKE WITH 4" SUBDRAIN 1 �I CONNECT EXISTING 6" SUBDRAIN TO NEW MANHOLE ,T DRAIN TILE TO WITH 4" SUBDRAIN 46 g 42 — SnJ --SHIN ADJUST CLEANOUT TO PROPOSED GRADE IO • a PIPE (21) 32 LF 12' RCP @1.18% (22) 38 LF 12- RCP @1.59% BRM GANDFA MARK[ IAND SAKI\ 225 S LNt, '.A DTY F NESS 3rd 10 ^Y PIA(A 1CKTRS INSTALL LARGE AREA INTAKE AS PART OF PHASE 2 - (21) GRATE ELEV. = 678.20 4" SO F.L. IN (W) = 674.72 12" RCP F.L. OUT (E) = 674.41 4" SUBDRAIN PIPE TO BE INSTALLED AS PART OF PHASE 1 (TEMPORARILY CAP PIPE AT BOTH ENDS UNTIL CONNECTIONS ARE MADE AS PART OF PHASE 2) FILED REMOVE 8 REPLACE SW -507 TOP 8 THROAT - (27) 2019 FEB 16 PH 1: ?0 SEE SHEET C509 FOR DETAIL RIM ELEV. =676.79 CITY CL I A A CI . IOW INSTALL LARGE AREA INTAKE -(24) GRATE ELEV. = 678.50 4" SO F.L. IN (W) = 674.95 CONNECT DRAIN TILE TO I — 4" SO F.L. IN (E) = 674.95 15' RCP F.L. OUT (SE) = 673.95 INTAKE WITH 4' SUBDRAIN REMOVE EXISTING INTAKE I PIPE (24) 3 LF STRUCTURE 8 PIPE r 15" RCP @ 2.37% I • INSTALL 48" DIA. MANHOLE - (25) RIM ELEV. = 678.45 F.L. IN (NW) = 673.88 24" RCP F.L. OUT (E) = 665.93 (AWMEQj ' 15" RCP F.L. IN (S) = 667.26 I 24' RCP F.L. IN (W) = 665.93 (ASSUMED) L— 4' SD F.L. IN (W) = 674.99 — r EXISTING 24' RCP T REMOVE AND REPLACE FRI PIPE (23) 16 LF 15' RCP 1.)3% STORM SEWER WITH CITY LO - • ---1-...— -- • • • O• F 48 ' f 12' I ® � PE- 1.051 INSTALL LARGE AREA INTAKE - (26) GRATE ELEV. = 678.17 12" RCP F.L. OUT (W) = 674.17 10111 VII. i0 A, (XINI IN N-1 C�NH:N F01MOSA 2]' S UNN 22` E (RakGE INSTALL LARGE AREA INTAKE - (23) GRATE ELEV. = 678.17 12" RCP F.L. IN (W) = 667.94 INSTALL LARGE AREA INTAKE - (22) 12" RCP F.L. IN (E) = 673.76 GRATE ELEV. = 678.18 15" RCP F.L. OUT (N) = 667.44 12" RCP F.L. IN (W) = 674.03 12" RCP F.L. OUT (E) = 668.54 GRAPHIC SCALE N D 10 2 Feel 11 genus (1OOdv ape a7cNllech 325 EAST 5TM STREET DES MOINES, IA 503M T 515 2B4 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 711 EAST COLLEGE STREET. STE. 303 IOWACTTY, W 52240 P 319.3357878 CML ENGINEER SHOEMAKER B HPAIAND 160 HOLIDAY ROAD CORALVIUEwm41 P319.35111M ELECTRICAL S TRAFFIC SIGNALPATI SRF CONSULTING ONE CARLSON PARIGYAY NORTH. STE. 150 MINNEAPOLIS. MN 554474W3 P 763.475.7(110 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING IN E.W INGTON STREET, STE 8 IOWA CITY. 1A 52240 P319.333.7850 LIGHTING DESIGN SCHU ER SHOO( 219 MAIN STREET SE, STE. 200 MNNIAPOLIS. MN 55414 P612.339 -W PEDESTRIAN MILLIMPROVEMENTS IOOWATATY,LA Ot 0412 17 70% DO 03 WIV2017 5 m W 12/dN HIF Imm 05 olm6GKIe 610 SET CCIEHIPNISS STORM SEWER PLAN VIEW C123 NOBEL 10111 VII. i0 A, (XINI IN N-1 C�NH:N F01MOSA 2]' S UNN 22` E (RakGE INSTALL LARGE AREA INTAKE - (23) GRATE ELEV. = 678.17 12" RCP F.L. IN (W) = 667.94 INSTALL LARGE AREA INTAKE - (22) 12" RCP F.L. IN (E) = 673.76 GRATE ELEV. = 678.18 15" RCP F.L. OUT (N) = 667.44 12" RCP F.L. IN (W) = 674.03 12" RCP F.L. OUT (E) = 668.54 GRAPHIC SCALE N D 10 2 Feel 11 genus (1OOdv ape a7cNllech 325 EAST 5TM STREET DES MOINES, IA 503M T 515 2B4 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 711 EAST COLLEGE STREET. STE. 303 IOWACTTY, W 52240 P 319.3357878 CML ENGINEER SHOEMAKER B HPAIAND 160 HOLIDAY ROAD CORALVIUEwm41 P319.35111M ELECTRICAL S TRAFFIC SIGNALPATI SRF CONSULTING ONE CARLSON PARIGYAY NORTH. STE. 150 MINNEAPOLIS. MN 554474W3 P 763.475.7(110 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING IN E.W INGTON STREET, STE 8 IOWA CITY. 1A 52240 P319.333.7850 LIGHTING DESIGN SCHU ER SHOO( 219 MAIN STREET SE, STE. 200 MNNIAPOLIS. MN 55414 P612.339 -W PEDESTRIAN MILLIMPROVEMENTS IOOWATATY,LA Ot 0412 17 70% DO 03 WIV2017 5 m W 12/dN HIF Imm 05 olm6GKIe 610 SET CCIEHIPNISS STORM SEWER PLAN VIEW C123 genus IODOBCOpE=hit ft 325 EAST 5- STREET DES MOINES,1A 50309 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET. STE. 333 KXYACNY,LA52AC P3193387878 CML ENGINEER SHOEMAKER B HAAIAND IW HOLIDAY ROAD CORALVILLE, W 52241 P 319.351.7150 ELECTRICAL 8 TRAFFIC BKN IALEATION BRECONSULTING ME CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55147443 P7MA750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 EWASHINGTON STREET, STE. B IOWA CITY. K 57240 P319.333.7850 LIGHTING OESNTN SCHUER SHOOK 219 MAN I STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612.339,5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M m •� AC CCIfJI/PN 155 STORM SEWER PLAN VIEW 1�1 C124 genus landSCOpe CTChifxfs j 325 EAST 5m STREET DES MOINES. IA 50309 lml&• BEIRDIDI W W W.GENUS-LA.COM ARCHITECT NEIMANN MON" ARCHITECTS 221 EAST COLLEGE STREET, STE. 3T3 IOWA CITY, 4152240 P319,3387878 CML ENGINEER SHOEMAKER B HAAIAND IN)HOLIDAY ROAD ODRA-VILLE, A52241 P 319.351.7150 ELECTRICAL 6 TRAFFIC SKINNIMATI N SRF CONSULTING 15) ONE CANLSON PAPoYIAY NORM, I M MINNNEANEA POLIS, MN 554I4443 P7614750110 STRUCTURALENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, STE. B IOWA CITY, A 040 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE. STE. 200 MINNEAPOLIS, MN 55614 P 612339.5958 IOWA CTY.A of 0Y28R 17 70% DO 02 CflAD^N17 1o0%DO 03 lwl& 17 W% co 09 11 N17 1W% CD 06 01/2502016 BID SET ED AC MIEll/P14139 STORM SEWER PLAN VIEW 1fi039 C125 STA. 5+60.15, 33.49'L INSTALL SIAMESE CLEANOUT SEE SHEET C514 FOR DETAIL 1 I II I I { II I UNDERGROUND PRIN✓R'ING 210 S DUBUQUE l I CAP EXISTING SERVICE LINE REMOVE PIPE FROM CAP TO BUILDING LINE — NOT CONFIRMED m f —SRN STA. 5+60.64,5.10'R INSTALL NEW 6" PVC SANIT Y SERVICE. CUTOUT CLAY IN ALL TRUSS PIPE WYE, ST 15f V 1 WYE= WST SERIES STROR A ITW GREY, CARDEN MAPI<ET AND Put 225, F I EXISTING SANITARY SERVICE IS CAPPED AND ABANDONED NOT CONFIRMED EXISTING SANITARY SERVICE pUBN,, TO REMAIN 123 NOT CONFIRMED _ µ SM AN �6AN FILED 2010 FEB 16 PPI I : 20 CItY LERK tmWATY. IQWA 3 n -_---� F �- I 1 Sf 12'57 ~d Ca&x CUT HOTEL P2RO k CONFERENCE CENTER F1 1 1 S L Nr2CGI NF>:. GRAPHIC SCALE N D 10 20 Eeel �—r®MMM-1 I genus I ImldscOPe ==Meds l 325 EAST 5TM STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STREET, STE. 303 IOY/ACITY.IA52240 P3193361818 CIVIL ENGINEER SHOEMAKER B HAAIAND 160 HOLIDAY RDAD CORALVILLE, M52241 P319351.7150 ELECTRICAL RTRJU11C SIGNALDATIDN SIS CONSULTING ONE CARLSON PARKWAY NORTH, sm. 150 MINNEAPOLIS,MN55141J443 P 7634150010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. 8 IOWA CITY, M 52240 P 319.333.1650 WNfMG DESIGN SCNUER.SHOOK 219MMNSTREETSE STE 200 MINNEAPOLIS, MN 55414 P612.339AN PEDESTRIAN MALL IMPROVEMENTS IOWA CO. M Z.11 7mm @ OYlN2p11 100%OD 03 1a182 17 50%CD D4 12fKVZ017 1MCD 05 0172&60,6 BID SET SO . z AC CC/EM/PHISS SANITARY SEWER PLAN VIEW 1160 C131 INCLUDE ADJUSTING RINGS AS NEEDED PCC SUBBASE (TYP.) HDPE 6" DIAM. SUBDRAIN PIPE (GROUT IN PLACE) 10° a SEE SHEET L506 FOR PAVERS DETAIL SURROUNDING VAULT ,*--210--- 4 SECTION VIEW BOTTOM VIEW 1'x 1' SUMP AREA HDPE 6" DIAM. SUBDRAIN PIPE (CORED THROUGH ROCK) EXCAVATION AREA CONDUIT HOLES SHALL BE CORE -DRILLED WITH A LINK SEAL CLEAN t CRUSHED STONE SUBBASE MATERIAL TELECOM UTILITY VAULT DETAIL �� NO SCALEC501 TOP VIEW FILED 2018 FEB 16 PM 1: 10 �A CITY CL SEE SHEET C502 FOR CASTING DETAIL genus I landscape arcMlech ] 325 EAST 5^I STREET DES MOINES. IA 50309 T 515 284 1010 W".GENUSU.COM ARCNRECT NEMWIN 40NION ARCHITECTS 711 EAST OMIEGE STREET, STE. 3M IOWA CITY, A52210 I P319.3387070 CIVIL ENGINEER SHOEM>l(ER S NAAIAND 150 HOLIDAY ROAD CORALVIUE.IA041 P31SK1,7150 ELECTRICAL S TRUK SIGNALGATION W OONSULTING ONEIA SONPARKWAYNOR7H, STE. I% MINNEAPOLIS, MN 554/74443 P763.475.001D STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 171 E. WASHINGTON STREET, STE. B IOWA CITY, N 52240 1`319333.7550 LIGHTING DESIGN SCHUIER SHIM 219 AWN STREET SE, STE. 200 MINNEPRCUS. MN 55114 P 6123395950 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, N P LSI 01 W2YLa17 Tax OD m a5'30'2a17 1aa%OD 03 co a4 1TRIN2p17 100%CD OS HDPE 6" DIAM. SUBDRAIN PIPE (GROUT IN PLACE) 10° a SEE SHEET L506 FOR PAVERS DETAIL SURROUNDING VAULT ,*--210--- 4 SECTION VIEW BOTTOM VIEW 1'x 1' SUMP AREA HDPE 6" DIAM. SUBDRAIN PIPE (CORED THROUGH ROCK) EXCAVATION AREA CONDUIT HOLES SHALL BE CORE -DRILLED WITH A LINK SEAL CLEAN t CRUSHED STONE SUBBASE MATERIAL TELECOM UTILITY VAULT DETAIL �� NO SCALEC501 TOP VIEW FILED 2018 FEB 16 PM 1: 10 �A CITY CL SEE SHEET C502 FOR CASTING DETAIL genus I landscape arcMlech ] 325 EAST 5^I STREET DES MOINES. IA 50309 T 515 284 1010 W".GENUSU.COM ARCNRECT NEMWIN 40NION ARCHITECTS 711 EAST OMIEGE STREET, STE. 3M IOWA CITY, A52210 I P319.3387070 CIVIL ENGINEER SHOEM>l(ER S NAAIAND 150 HOLIDAY ROAD CORALVIUE.IA041 P31SK1,7150 ELECTRICAL S TRUK SIGNALGATION W OONSULTING ONEIA SONPARKWAYNOR7H, STE. I% MINNEAPOLIS, MN 554/74443 P763.475.001D STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 171 E. WASHINGTON STREET, STE. B IOWA CITY, N 52240 1`319333.7550 LIGHTING DESIGN SCHUIER SHIM 219 AWN STREET SE, STE. 200 MINNEPRCUS. MN 55114 P 6123395950 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, N P LSI 01 W2YLa17 Tax OD m a5'30'2a17 1aa%OD 03 to ml? SDILCD a4 1TRIN2p17 100%CD OS 01MM18 BID SET CCIEHI PNl93 UTILITY DETAILS TBIX11 C501 B GUSSETS """ TAPER TO 1" DIA ANCHOR HOLES TELECOM UTILITY VAULT MANHOLE RING NO SCALE DEFTER FOUNDRY 1196—A OR EQUAL s" 2 1/B' NOTE: USE ADJUSTING RINGS AS NEEDED, 12" FROM TOP OF VAULT TO FINISHED GRADE 2 COUMERBORED SLOTS 180' APART 301/2° 11.0 COMMUNICATIONS 2 1/2° 4 OPEN PICK HOLES TELECOM UTILITY VAULT MANHOLE COVER NO SCALE FILED 2018 FEB 16 Ph 1: 21 CITY CLERK IOWA CITY" 1 3/8' genus I laodwgp wchifech ] 325 EAST Sm STREET DES MOINES. A 5D3D9 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 52240 P 319.3387878 CMLENWNEER SHOEMAKER 8 HPAIAND 180 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351.7150 ELECTROGL 8 TRAFFIC 9GNLLRATIDN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 55447A443 P 783.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWA CITY, A52240 P 319.333.7850 UGHTWG DESIGN SCHULER SHOOK 219 MAN STREET SE, STE, 200 MINNEAPOLIS, MN55414 P 612.339.5958 PEDESTRAN MAL IMPROVEMENTS IOWA CM, A .. ran& Ot 0ll 417 TODD @ Ofi190'2017 18450 m 03 1GHNN17 MCD lM 1&21YT017 I"CD OS %(1821118 BID SET aTEXIPMISS UTILITY DETAILS 1E8J4 C502 BUILDING WALL TIFF FIRST FLOOR --------- BASEMENT FLOOR FOLD UP WATERPROOFING NEW 1" THICK HMA FILED MATERIAL TO TOP OF (SEPARATE FROM PAVER SURFACE ELEV. WATERPROOFING) 2018 FEB 16 Pty 1: 2 NEW PAVER SURFACE 65 MIL THICK POLYMERIC CITY Crrv`YA RK (SEPARATE FROM ��NGNV� 11-10" WATERPROOFING) 131.6" WATERPROOFING MATERIAL I EXTEND WAT�RPIF�OFI RIAL `Z BEYOND VAULT ON SOUTH, EAST, / AND WEST SIDES VAULT WATERPROOFING DETAIL (118 E. COLLEGE ST.) NO SCALE C503 TYP. SECTION VIEW LOOKING EAST PCC SUBBASE FOR PED MALL PAVERS (TYP.) NOTE: POLYMERIC WATERPROOFING MATERIAL SHALL BE APPLIED IN CONJUNCTION WITH HMA LAYER ABOVE IN ORDER TO PROVIDE BEST PERFORMANCE AND PROTECTION OF THE WATERPROOFING MATERIAL genus I fondxQpe =Mfecls I 325 EAST 5m STREET DES MOINES. IA 5030V T 515 284 1010 W W W.GENUS-U.COM ARCHITECT NEUMANN MONSON ANCNIIECTS 721 EAST COLLEGE STREET, 5TE.303 IOWA CRY, IA 52240 P3193387878 CIVIL ENGINEER SHOEMAKER& RAAAND 160 HOLIDAY ROAD CORALVILLE, A SU41 P 319Mll150 SRFCONSIATING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, NN 554474W P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, M 57240 P 319.3M 7M UGHTING DE SCHULER SHOOK 219 MAIN STREET SE, STE. 20 MINNEAPOLIS, MN 55414 P 612.3395950 PEOESTRLAN MALL IMPROVEMENTS NYWACRY,A - Ac MEHIR4f Sb UTILITY DETAILS ,ema C503 01 0 IYN17 MCC 02 90I30rN17 1MDD 03 1W18Q01T 6"x00 94 1272fY2011 100%CD 0 OtI161018 SIDSET - Ac MEHIR4f Sb UTILITY DETAILS ,ema C503 Bary OWN SpryMm of Ape ONi 71 a Ueul n4nYnmdepN=1'-0' "DIRK Sprlrytheol Plpa Lei OD = O&ide Eiameferofppe D = Imitle Wamelerolgpe TW = Tr.n eOMalfopdplw 4 = DepM of he ,n .l6ecee pp TW 117&4^p1ER":I Prirney BadA M. M SEWER TRENCH BEDDING & BACKFILL ZONES 0112 NO SCALE Ka OO = Outeideaiam eloolpipe D =Inde Eam rofppe TW = Tr ei4M at lop of ppe e = Dp*of EeMvp ll IN IMloe pp Ory TrwM BNlom —,S NaWrM Su6pra4e UDW lin. depth PRESSURE PIPE (WATER MAIN) TRENCH BEDDING & NO SCALE Seal, Backfill Wel Tme Olt, Pipe Beading Wel Tra MOW, - Overcxwva8prl aM FOeelaepW Slane ZONES NOTE: ALL BACKFILL (UP TO PAVER SUBBASE LEVEL) SHALL BE IDOT CLASS'A' CRUSHED STONE (GRADATION NO. 11). FILED 2018 FEB 16 PM 1: 2 CITY CLERK IOWA CITY. IOWA NOTES: ALL BACKFILL (UP TO PAVER SUBBASE LEVEL) SHALL BE IDOT CLASS W CRUSHED STONE (GRADATION NO. 11). WET TRENCH SITUATION - FOUNDATION MATERIAL SHALL BE A UNIFORM GRADATION WITH A MAXIMUM SIZE NO GREATER THAN THREE (3) INCHES AND A MINIMUM SIZE NO LESS THAN ONE (1) INCH WITH NO MORE THAN 5% PASSING A #100 SIEVE, BEDDING MATERIAL SHALL BE SUBSTITUTED WITH A CLEAN t -SIZE CRUSHED STONE. ® = SPECIAL SHAPING FOR PIPE BELL (DRY TRENCH) genus [ IandxOpe architects 1 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUSHA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 911 EAST COLLEGE STREET, STE. 303 IOWACRY. A 52248 P 3193387878 CNIL ENGINEER SHOEMAKER & HA4LAND 180 HOLIDAY ROAD CORALVILLE, A 51141 P311351T150 ELECTRICAL &TRAFFIC SWN%=TION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS. MN 55447H443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWACTY,AS1240 P 319.333.7850 LIGHTING DESIGN SCHULER SNOOK 219MAINSTREETSE,STE. 270 MNtFAPOL1S' NIN 55114 P6123385958 PEDESTRIAN MALL IMPROVEMENTS KANA CITY,A 01 0&R&ND17 mm m aen&¢017 lauxoD 03 10,1eaon S w DI ,il2MeDiT ,OD%CD 05 01,n120I8 BID SET OC I EH I PN I BS UTILITY DETAILS C504 Undisturbed Soil Thrust Block Fitting / FILED Q ' 18 FEB 16 PN I' 2 Bearing Surface ! cD,L (See Table) CITY CLERK 4b IOWA CITY. I0"I Water Main / / min. TYPICAL SECTION TEES BENDS / / .;.9 CROSSES DEAD ENDS Extend thrust blocks to undisturbed soil. Excavation into bench wall may be necessary. - TYPICAL PLAN Form vertical surfaces of poured concrete thrust blocks except on bearing surface. d Encase all fittings in polyethylene wrap. Do not allow concrete to directly contact joints or fitgng bolts. WATER MAIN THRUST BLOCK DETAIL �1 NO SCALE 0505 MINIMUM BEARING SURFACE (sf) Diameter of Pipe, D Bends (inches) 11}0 22}° 45 gp° DTeed6�n�s 4 1 1 2 4 3 6 1 2 4 8 6 B 2 4 7 14 10 10 3 6 11 21 15 2 12 4 8 16 29 21 14 5 11 21 39 26 i6 7 14 27 50 36 18 9 17 34 fi3 45 20 11 21 42 78 55 24 15 31 60 111 78 30 24 47 92 171 120 38 34 67 132 244 173 Minimum surface area based on water pressure of 150 psi genus I landscape archifech ] ass Fn9r sM STREET DFS MOINES. U\ 503W T 515 48/ Imo www.GENus-u.can ARLNTIEL7 NEUMANN MONSON ARCHITECTS 441 EAStCIX1EGE STREET, $1E. 30.9 IOWA M. A 5224 P 319.3357578 LML ENGINEER SHOEMAKER 8 HAWAND 160 HOLIDAY ROAD coRnLVILLE, w 54441 P3193517150 EIECTRICALb TRAFFIC SNiNAIRATNIN SRF coNsuLnNc ONE CARLSON PARKWAY NORTH, STE.1W MINNEAPOLIS, MN 554414443 P 783.415 W10 BTRUCNRAL ENGINEER RAKER PROOFS ENGINEERING 14L E. WASHINGTON STREET, SiE. B IOWA Cltt, W 5 P440 P 719733.7&50 IIGNRNG DESIGN sCHUtER SHOOK 419 MAIN STREET SE, STE. 200 MNNEAPOl15, MN 55114 P 814339.5955 IOWA CITY. w TW I m oarza4017 Taz o0 os aermmn ,"DD W 1a"BrzG17 SIw. CD a ,zzrcmn IMCD ro 01 Ac aalENI PNi Sa UTILITY DETAILS C505 and allowable soil pressure of 1,000 ps Undisturbed Soil Thrust Block Fitting / FILED Q ' 18 FEB 16 PN I' 2 Bearing Surface ! cD,L (See Table) CITY CLERK 4b IOWA CITY. I0"I Water Main / / min. TYPICAL SECTION TEES BENDS / / .;.9 CROSSES DEAD ENDS Extend thrust blocks to undisturbed soil. Excavation into bench wall may be necessary. - TYPICAL PLAN Form vertical surfaces of poured concrete thrust blocks except on bearing surface. d Encase all fittings in polyethylene wrap. Do not allow concrete to directly contact joints or fitgng bolts. WATER MAIN THRUST BLOCK DETAIL �1 NO SCALE 0505 MINIMUM BEARING SURFACE (sf) Diameter of Pipe, D Bends (inches) 11}0 22}° 45 gp° DTeed6�n�s 4 1 1 2 4 3 6 1 2 4 8 6 B 2 4 7 14 10 10 3 6 11 21 15 2 12 4 8 16 29 21 14 5 11 21 39 26 i6 7 14 27 50 36 18 9 17 34 fi3 45 20 11 21 42 78 55 24 15 31 60 111 78 30 24 47 92 171 120 38 34 67 132 244 173 Minimum surface area based on water pressure of 150 psi genus I landscape archifech ] ass Fn9r sM STREET DFS MOINES. U\ 503W T 515 48/ Imo www.GENus-u.can ARLNTIEL7 NEUMANN MONSON ARCHITECTS 441 EAStCIX1EGE STREET, $1E. 30.9 IOWA M. A 5224 P 319.3357578 LML ENGINEER SHOEMAKER 8 HAWAND 160 HOLIDAY ROAD coRnLVILLE, w 54441 P3193517150 EIECTRICALb TRAFFIC SNiNAIRATNIN SRF coNsuLnNc ONE CARLSON PARKWAY NORTH, STE.1W MINNEAPOLIS, MN 554414443 P 783.415 W10 BTRUCNRAL ENGINEER RAKER PROOFS ENGINEERING 14L E. WASHINGTON STREET, SiE. B IOWA Cltt, W 5 P440 P 719733.7&50 IIGNRNG DESIGN sCHUtER SHOOK 419 MAIN STREET SE, STE. 200 MNNEAPOl15, MN 55114 P 814339.5955 IOWA CITY. w TW I m oarza4017 Taz o0 os aermmn ,"DD W 1a"BrzG17 SIw. CD a ,zzrcmn IMCD ro 01 Ac aalENI PNi Sa UTILITY DETAILS C505 Possible Pip or Structure I 18" min. CHANGES IN PIPE DEPTH Hoak ELEVATION Tmnbuddle t i Depth of xicr6re SECTION A -A 3 Min. 1.5 X D DEAD ENDS (ALTERNATE METHOD) Use only when allowed by the Engineer, or when specified in the contract documents. FILED B Mechanical Jap Restrained Cap � 2018 FEB 16 PH I c 21 :o; • .:o. •.�; ::.,� Retainer Gland CITY CLERK, 10't9A CITY.10WA Min. 1.5 PLAN WATER MAIN THRUST BLOCK DETAIL NO SCALE SECTION B -B land i genus I landscape architect ] 325 FAST STM STREET DES MOINES, IA 50309 T 515 2a4 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 211 EAST COLLEGE STREET, SM. 303 IOWA CITY, IA 52210 P 319.3387878 CMLENGINEER SHOE=R B HPAIAND 160 HOLIDAY ROAD CORALVILLE, ASM41 P319.3517150 ELECTRICAL & TRAFFIC SIGNALPATIM SRF CONSULTING ONE WILSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55147-0443 P 763.4750010 STRUCTURAL ENGINEER RWER RHODES ENGINEERING 122E.WASHINGTONSTREET, STE.B IOWA CITY, A 52240 P 319 333 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE STE 200 MINNEAPOLIS. MN 55114 P 612 339 5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY. LA 01 0428!017 7096OD 02 09309017 100%DD W 10182017 Si 04 1838I01T 19096 DD 05_ oiae"101a 910 SET ac I EM I PHI SS UTILITY DETAILS 180N C506 EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX AND THEN DONN TO GROUND ROD. CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM ® TERMINATION POINTS. ® PLACE GROUND RODS 6'-10' AWAY FROM PIPE AND IN CONTACT WITH NATIVE SOIL. WIRE CONNECTING GROUND DTRACER WIRE TERMINAL BOX ROD TO TERMINAL BOX IS AT GROUND LEVEL SEPARATE WIRE FROM THE WIRE TO THE HYDRANT RUN FIRE HYDRANT BARREL ®GROUND ROD //`FIRE HYDRANT VALVE / AFIRE HYDRANT TEE DO NOT RUN MIRE UP VALVE BOX EXISTING WATER WIRE CONNECTING GROUND ROD TO TERMINAL BOX IS A SEPARATE WIRE FROM THE WIRE TO THE HYDRANT RUN WATER MAIN DO NOT RUN WIRE UP VALVE BOX EXTEND TRACER WIRE UP FIRE HYORANT BARREL TO 01 INTERNAL TERMINALS OF TRACER WIRE TERMINAL BOX ANi BACK DOWN. CLAMP TRACER WIRE TO GROUND ROD AT SYSTEM- ® TERMINATION POINTS. ® PLACE GROUND RODS AWA yL E EI CONTACT WITH NATIVE SOIL. bL D ER WIRE TERMINAL BOX 2018 FEB 16 PAM I: 21 ROUND LEVEL HYDRANT BARRELo CITY CLERK101NA CITY,10WA FIRE HYDRANT VALVE NEW WATER MAIN ,FIRE HYDRANT TEE POSSIBLE SPLICE EXISTING WATER MAIN- POSSIBLE SPLICE WITHOUT LOCATE RARE EXISTING LOCATE W1RE-_, SPLICE \S TAPE WIRE AT MIDPOINT TAPE WIRE AT MIDPOINT OF EACH PIPE LENGTH OF EACH PIPE LENGTH TRACER WIRE INSTALLATION WITH EXISTING LOCATE WIRE EXOJR4 MA EX131NG LOUIE NO SCALE 4CER WIRE INSTAI NO SCALE WITH EXISTING LOCATE WIRE RAp NO SCALE ODIRRCEP NtflE 1ERMRiu BOC INTERNAL 1TFYNI.I OF GAu 1PON A RARE TO GROUND ROD AT iK1EY rmNfNERN nd MIx'S ` rl YAn DLRM C-10" 7Rp1 PWE AND N CONTACT E... wAMR NTHWT E951WG TRACER TRACER WIRE INSTALLATION (411 OR I'm IT EXISTING LOCATE WIRE OROIAO M tt M .T LENGTH NO SCALE Alla � YAN WITHOUT EXISTING LOCATE WIRE genus [ fonds:ope prCNl7ecls [ 325 EAST SN STREET DES MOINES. w 50309 T 515 260 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOIYACITY.M52 10 P 3183387878 CIVIL ENGINEER SHOEMAKER B HAALAND 1 W HOLIDAY ROAD CORALY UE, W M41 P 3193517150 ELECTRON. d TRAFFIC SIGNALIEATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 7634150010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, M 52240 P 319 333 7850 UGHTING DESIGN SCHULER SHOOK 219 WIN STREET SE, STE. 2DO MINNEAPOLIS. MN 55114 P 6123395956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, 0 MFXn 01 GM MIT 70% GOT 02 O&ODRO11 100%DD 03 1W182017 6014 GO 04 103 017 100%CD 05 0172&2018 BID BET BD •� AC CCIENIPRISS UTILITY DETAILS 18003 C507 TRACER WIRE TERMINAL BOX PLACE BETWEEN HYDRANT AND HYDRANT HYDRANT VALVE. IN CONCRETE PLACE I' FROM HYDRANT, 3'-0' IN GRASS: TAPE TO BARREL WITH 2X4 SCRAP RADIAL OF WOOD INSTALLED BETWEEN BOX AND Com-{ BARREL TO ENSURE METALS DO NOT TOUCH, SPACE VALVE BOX AND 6' GATE VALVE x MAIN FINAL /— GRADE • f L TRACER WIRE BACKFILL WITH CLEAN 2-1/2' CRUSHED STONE TO 18' ABOVE BOTTOM OF HYDRANT BASE II TRENCH z BACKFILL f o HOLDING ( SPOOL OR rMEGA LUG SPLICE TO MAIN TRACING WIRE OR SET ADDITIONAL GROUND ROD WATER MAIN THRUST BLOCK SOLID -__ _ CONCRETE )1- — — - "' �--" "�—III�II� BLOCK AS REQ'D TSOLID ANCHOR OR SWIVEL TEE CONCRETE GROUND ROD BLOCK SOLID CONCRETE BLOCK TYPICAL HYDRANT AND VALVE ASSEMBLY NO SCALE CITY PROVIDED WATER METER TO - BE SET BY CONTRACTOR ALUMINUM BACKFLOW PREVENTER ENCLOSURE. INSTALL PER MANUFACTURER SPECS. 1 r BRASS GATE VALVE BRASS GATE VALVE CONCRETE PAD- 6" THICK — EXTEND 4" BEYOND OUTSIDE 1" WATER SERVICE LINE (FRI MAIN) 1" WATER SERVICE LINE (TO FOUNTAIN) BACKFLOW PREVENTER- REDUCED PRESSURE ZONE ASSEMBLY. INSTALL PER CODE AND MANUFACTURER REQUIREMENTS. DRINKING FOUNTAIN METER & BACKFLOW PREVENTER IN ENCLOSURE DETAIL �1 NO SCALE 0508 FILED 2018 FEB 16 Ph 1: 21 CITY CLERK .IOWA CITY, 10W genus [ Ia7Wsaape mhife fs I 325 EAST Sm STREET DES MOINES, A S030P T 515 281 1010 W W W.GENus-u.CDM ARCHITECT NEUMANN MONSON ARCHNECTS 121 EAST COLLEGE STREET, STE. 303 IOWA CRY, M 52240 P 319.33BM78 CIVIL ENGINEER SHOEMAKER& H4NAND 160HOUDAYROAD CORALVILLE, 1457241 P319351.71M SRF CONSULTING ONE CARLSON PARKWAY NORTH STE. 150 MINNE*OLIS, MN 55M7 -0M3 P RGATS.0010 STRUCNMLENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTON STREET, STE.B IOWA CITY, M 52240 P 319.3337850 UGRrwG DESIGN SCHULER SHOOK 219 MR STREET SE, STE i00 MINNEAPOLIS, MN S5414 P612.3395958 PEDESTRIAN MNL IMPROVEMENTS IOWA CIN, N 01 0412&N117 10%DD 02 06908017 100%DD W 1071WZ017 50% GO 04 12 017 100%CD 05 012 iB BID 6E7 IiD •� AD CDIOIIM/SS UTILITY DETAILS C508 SW -507 STORM SEWER INTAKE REMOVAL DETAIL 1 NO SCALE 2509 DEMO EXISTING LIC "'""' ' """ ""'"' "" " PCC AREA REPLACE TOP AND WALL PORTION WITH SUDAS SW -507 DIMENSIONS AND REINFORCING, DRILL AND EPDXY #4 Oa 14" VERTICAL WITH 4" EMBEDMENT AROUND SIDE AND BACK WALL E ILED SW -507 STORM SEWER INTAKE REPLACEMENT DETAIL NO SCALE { CLERK CITY, ioloA TIES, ZING NOTES: • CARE SHALL BE TAKEN TO NOT DAMAGE SURROUNDING AREAS THAT REMAIN • REPLACE INTAKE TOP AND THROAT AT STA 7+89.27,40.45- (L) AT NW CORNER OF COLLEGE ST. AND LINN ST. STORM SEWER CASTING �1 NO SCALE C509 u3T'^I genus [land4 ape=NlecT6] 325 EAST 5,N STREET DES MOINES. IA 50309 T 515 284 1010 W W W.OENUSIA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 51140 P3193387878 CMLERGRIEER SHOEMAKER& HAALAND 160 HOLIDAY ROAD CORALVIL E, N52241 P319351.7/50 ELECTRICAL 6 TRAFFIC SONALDATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOU$, MN 554474443 P763475.OD10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CRY, 5052240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 119 MAIN STREET SE. STE.2D0 MINNEAPOUS. MN 55114 P 612 339.5958 PEDESTRNNMALLIMPROVEMENTS IOWA CITY, IA 01 04 017 TO DD 02 OU Oil ,00%00 W 10718Q017 IM%CD 04 12202017 l00%CD OS o12W2018 RIDSET CC/EHIPN I35 UTILITY DETAILS C509 R-32 10-10 Catch Basin Frame, Grate Heavy DutyF-251/8" 251/8°.\�\,!\�� FILED 24 4 1/2" 12 -'1 I'-1 ° �� 1 18°—►� f \��\ CITYEROW Lam-- 35H 35^ � WEIR SO. PERIMETER CATALOG GRATE FT. LINEAL NUMBER TYPE OPEN FEET R-3210-0 a 0.8 8.0 NEENAH R -3210-Q OR EQUAL INTAKE GRATE NO SCALE 0510 Install four /4 diagonal baro at all pipe openings. NEENAH R-3210-0 or Equal Casting SEE SHEET L501 FOR PAVER Cast -in-place base shown. If base is precast Integral with walls, the footprint of the base Is not required to extend Grate Elev. DETAILS SURROUNDING beyond the outer edge of the wolls. 6' INTAKE 1 - at Planter Q3 12 Inch minimum wall height above all pipes.Planter Wall (Typ. Wall) l Expansion Mat Planter Foundation Planter Subdrain Gator wrap J Core -drilled opening, Subdrain connection to intake(as applicable), use wafter stop connector into intake µ Bars at 15" D.C. Each Way Exterior chimney sed (Inti -Shield Unl-band) ming -Use water stop connector Add Bento-type sealant all ora Invert Diagonal Bar (tYp ) 4.... 6.. 8" min. 6"- 3' 0"— SECTION A—A Bas. 2 #4 Bars at 12" 6" o.c. Each Way MAXIMUM PIPE DIAMETERS Pipe Location Precast Cast -In-place Structure Structure Short Wall 15' 18" Long Wall 24" 30" LARGE AREA INTAKE %1 NO SCALE C510 PLAN Q or Equal Casting genus I landscape arch fe fs ] 325 FAST 5- STREET DES MOINES. W S0309 T 515 264 Imo WWW.GENUSa .COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 303 IOWACITY,NSM P 3193357816 CIVILENGINEER SHOEMAKER S HPALWD 160 HOLIDAY ROAD CORALVILLE, w 041 P 3193517150 ELECTRICAL 6 TRAFFIC SIGNAIaATNIN SRF CONSULTING ONE CARLSON PARKWAY NORTH. STE- 150 MINNEAPOLIS. MAI 55447A443 1763 A75.DD10 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, MST P 319333.78W LIGHnNG DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 250 MINNEAPOLIS, MN 55414 P 612.339.5958 PEOESTRMN MALL IMPROVEMENTS IOWA CITY, M Fmffl Di DOINN1017 TD%Do 02 DB3w2017 IM Do aT 1x162017 so%co 04 121 017 100% DO 05 clY 2018 BID BET So AC •� aCIEHIPN7SS UTILITY DETAILS 1BN4 WEE DOU 15' X 15' STAINE AnRUSTME NT CHART) F1460 SCALE 1 1 4 RJLL Ud1HK I ) 1EIGHT :HART) STRAINER SIZE SQUARE STRAINER ADJUSTMENT MIN MAX ANSI/ASME LOAD RATING NB( -D SS( -3) DR -4) BODY HEIGHT PIPE NO HUB PUSH ON THREADED INSIDE PVC/AHS SIZE (STANDARD) (P) (T) CAULK (X) (-30/-31) 15'[3817 X 15'13617 2'<51) 4'(102) 'SPECIAL DUTY' (OVER SO 000 LBS) 2'(51) 5.437(138) 6.125'(156) 5.437(138) 6.25(159) 7.125'(181) 3'(76) 5.437(138) 6.125'(156) 5,437(138) 6,25(159) B.125'(206) 4'(102) 5.437(138) 6.125'(156) 5,437(138) 6.25(159) 6.125'(206) 5'(127) 5.437(138) 5.437(138) 6.25(159) 6'(152) 5.875(149) 0'(203) 6'(152) 6.25(159) 8'(203) 5.675(149) SMALL AREA INTAKE NOTE: SEE SHEET L501 FOR PAVER DETAILS SURROUNDING INTAKE STRAINER ADJUSTMENT (SEE CHART) BODY HEIGHT WEEPHOLES FOR 1 (SEE CHART) DOUBLE DRAINAGE 3/6" (9) MAXIMUM WIDTH DRAINAGE SIDTS (Compliant wlttl the 2010 ADA Standards for accessible design, section 302.3) 1" (25) THICK, DUCTILE IRON, ADJUSTABLE, TRACTOR GRATE ASSEMBLY (F1460 -TA -4) ANCHOR FLANGE A2 DEEP SUMP BODY (15" FLANGE DIAMETER) I PIPESIZE I (SEE CHART BELOW) Metric equivalents see chart below. (Dimension) Denotes Millimetres FILE 2818 FEB 16 PM CITY CLEF 10'1NA CITY. 11 F1460 -TA{') I-) Denotes Strainer Finish (-1, J or 4) F1460 Series meets ANSI/ASME floor drain standard A112.6.3-2001 STRAINER WMMETEA STRAINER ADJUSTMENT ANSUASME RATING PIPE So BODY HEIGHT FREE LOAD RATING __ NO HUB HUSH THREADED INSIDE _ PVTIABS MIN MAX AREA N.B. (4) / S.S. (4) / D.I. (4) IsTANDAAD) ON (P) m CAULK PO (30u(•31) 16"x16' 2'(51) 4'(102) 80 id ANSUASME 2" (51)0 6'(152)0 6118"(156)057116"(138)= 6114"(159)p 71/8"(181(] (406 x 406) (51,6131 LOAD CLASS 3" (76) O 6"(152)L_] 6118" (156)Lj 57/16" (138)_ 6114'(i59)= 7318' (187k] "SPECIAL DUTY" 4" (102)0 6'(152)rJ 61/"(156)1] 5711V(138),— 6114"(159)1—] 7318'(187X—] (OVER 10,000 LBS.) 5" (127)0 6'(152)0 — 57116'(138)= 611C059l — 6" (152)0 71R"(1841= 7'(178) E --I 7"(178) C 6 1/4-(1591 — NO SCALE F1460 OR genus [landscape arc7Nlech ] 325 EAST 5- STREET DES MOINES, w 50.909 T 515 284 1010 W W W.GENUSLA.COM VV.. ARCHITECT NEUMANN MONSON ARCHITECTS AUl EAST COLLEGE STREET, STE. 303 i rACTIY, IA 522Q P 319.3381878 CWAENGNEER SHOELRSHAAIAND 150 HOUDAY ROAD CORALVILLE A 52241 P319.3517150 SRF CONSULTING ME WILSON PARKWAY NORTH STE, 150 MINNEAPOLIS, MN 554474W3 P 7634750D10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTON STREET, STE.8 IOWACITY, IA52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 AWN STREET SE. STE. 200 MINNEAPOLIS. MN 55414 P 612339.59M PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A PW 01 0112/2017 70% DD 02 05IND 7 100%DD W 150 BROLIT 50%CD 04 1N102017 100%CD 0 oi26"1018 BIDSEr CC/EH/MIS;a UTILITY DETAILS C511 Supply City logo on lid (storm or sanitary as applicable) Install external chimney seal, Use Cretex Inf-Shield Uni-Band or Engineer approved equal Depth Precast Riser Section with Square Bottom Edge 27" dia. Manhole Diameter 32' CITY MANHOLE CASTINGQ NO SCALE 4512 Casting Adjustment (Rings shall be Cretex Pro -Ring, American Highway Products Rubber Adjustment Ring, or standard PCC. If PCC Rings is used, leveling shims shall not be rock, wood, or back) Location Station Precast Top Gator wrap (TYP.) I > Precast Riser Sections Non -shank Grout Class I Bedding 2 Material .tgvP ,gAggPQ.IL,^qo Existing Sewer a" ` ri4 Bars @ 12" o.c. Each Way M MANHOLE I NO SCALE PLAN All subdrain connections shall be core -drilled TIM Q For new pipe connections, provide cored opening with flexible pipe connector. 02 For existing pipe connections, provide an arched opening with a diameter up to 6 inches larger than outside diameter of pipe. Install watemtop around existing pipe. FIII void between pipe and opening with non -shrink grout 03 For additional configurations, maintain a minimum of 12 Inches of concrete between vertcal edges of pipe openings. ® 12 inch minimum neer height above all pipe openings. )VER EXISTING PIPE Maximum Pipe Diameter 3 TT'— (Inches) for 2 Pipes Concrete Fillet At 1800 At 90 (inches) min. 48 Possible( 60 36 24 '•�p. p' 42 30 New Pipe 48 36 86 60 42 Lowest Existing Sewer v ` Flowline A •O"'oq,��doa r - r:v Class I Bedding Material Cast -in-place Base 4, 8" min. TYPICAL SECTION Precast Top Gator wrap (TYP.) I > Precast Riser Sections Non -shank Grout Class I Bedding 2 Material .tgvP ,gAggPQ.IL,^qo Existing Sewer a" ` ri4 Bars @ 12" o.c. Each Way M MANHOLE I NO SCALE PLAN All subdrain connections shall be core -drilled TIM Q For new pipe connections, provide cored opening with flexible pipe connector. 02 For existing pipe connections, provide an arched opening with a diameter up to 6 inches larger than outside diameter of pipe. Install watemtop around existing pipe. FIII void between pipe and opening with non -shrink grout 03 For additional configurations, maintain a minimum of 12 Inches of concrete between vertcal edges of pipe openings. ® 12 inch minimum neer height above all pipe openings. )VER EXISTING PIPE FILED 2016 FEB 16 F 1 I: 21 CITY CLERK JOWA CITY, IOWA genus [ landscape architects ] 375 EAST 5- STREET DFS MOINES, IA S0I T 515 284 1010 W W W.GENUS-IA.000A MCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 52240 P 319.3367870 CIVIL ENGINEER SHOEMAKER S HAA MO 160 HOLIDAY ROAD CORALVILLE w 52241 P 319351.7150 ELECTRICAL &TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS. MN 554474443 P 763.4TSAm0 STRUCTURALENGINEER RACER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CRY, W 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5950 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 Maximum Pipe Diameter 3 Manhole (Inches) for 2 Pipes Diameter At 1800 At 90 (inches) ration Separation 48 24 18 60 36 24 72 42 30 84 48 36 86 60 42 FILED 2016 FEB 16 F 1 I: 21 CITY CLERK JOWA CITY, IOWA genus [ landscape architects ] 375 EAST 5- STREET DFS MOINES, IA S0I T 515 284 1010 W W W.GENUS-IA.000A MCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 52240 P 319.3367870 CIVIL ENGINEER SHOEMAKER S HAA MO 160 HOLIDAY ROAD CORALVILLE w 52241 P 319351.7150 ELECTRICAL &TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS. MN 554474443 P 763.4TSAm0 STRUCTURALENGINEER RACER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CRY, W 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5950 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 0 mi? 70% Do 02 0a'3a201T 100% Do 00 1wte2017 50%DD 04 1b 017 100%CD OS 012&2010 BIDSET BID .e... AC Y@ cCIEHIPNISS UTILITY DETAILS tmT4 C512 I w w0. �a I ya I �= I --r •� �I I �_ n L PA Q� '1e PlA2A CENTRE 125SDUBVOUE I /l FA. 5. PA 1.7 PA 13) 0 WEATHER DANCE'OUNTAIN MATERIALS SCHEDULE KEY DESCRIPTION NOTES DEEUECOLETYPEE (rELEcoM) al is ®HANOVERTRADITIDNALPRESTBRICKI UNITPAVERA RUSSET BLEND I NATURAL FINISH/Will �I SEE DETAIL 611.506 BEVELI6CM4'XS' 1j I THE DNH)NB PLANTER Wal UNIT PAVERS CHARCOAL /NATURAL. FINISH l 316' 121 E COLLEGE SEE SHEET L402 S L403 w m I SEE DETAIL Ull TFUDITIONAL PREST BRICKI ®HANOVER I v 5 10' 2D INTAKE THAD PAVERS I COLOR BLACK I AREA SEEDETNLVI-4W MATERIALS SCHEDULE KEY DESCRIPTION NOTES DEEUECOLETYPEE (rELEcoM) SEE DETAIL 5IL508 is ®HANOVERTRADITIDNALPRESTBRICKI UNITPAVERA RUSSET BLEND I NATURAL FINISH/Will (TELECOM) SEE DETAIL 611.506 BEVELI6CM4'XS' HANDRALS SEE DETAIL 2ILW2 HANOVER TRADITIONAL PREST BRICK I PLANTER Wal UNIT PAVERS CHARCOAL /NATURAL. FINISH l 316' STORY WALL SEE SHEET L402 S L403 BEVELI8CM4'XB' LIMESTONE BENCH SEE DETAIL Ull TFUDITIONAL PREST BRICKI ®HANOVER UNIT PAVERL NATURAL CHARCOAL SLENDI NATURa INTAKE THAD PAVERS I COLOR BLACK FINISH' VW BEVELI SCM 4"X8' AREA SEEDETNLVI-4W TRADITIONAL PREST BRICKI ®HANOVER UNITPAVERD LIMESTONE GMY/ NATURAL FINISH/ DRAIN SEE DETAIL 511.410 318' BEVEL / BLM 4'XB' (PDF) SEE DETAIL 181-501 HANOVER TRADITIONAL PREST ® UNITBRICKI IT PAVERE RUSSUBLENDI NATURAL FINISH 1316' IMPROVEMENTS SEE DERAIL 54501 BEVEL /SCM 4'%6' LIMESTONEART SEE SHEET LOO HANOVER TRADITIONAL PREST BRICKI Q UNIT PAVERF NATURAL CHARCOALBLENDNATURAL BAND AT UNIT WE DETAIL 34410 FINISHANG 1 IS LPRIEST PAVERS ADAPTERS. BEE DETAIL 1111.503 R TRADVEL BRICK) B RUSSET ® UNIT PAVERG BTRAOIT NATURAL RUSSET BLENDINATURA FINISH 1316' AT UNIT PAVERS SEE DETAIL fill SENSE ISON 18'X18' OHANDHOLE TYPE SEE DETAIL 14108 -GRADE STORY (NUFFIC) 0 HANDHOLE TYPES SEE DETAIL M508 UPTIGHT AT (ELECTRICAL) QCIP PUBLICMT HANDHOUE SEE DETAIL 31.506 OOTINO (ELECTRICAL/�C SEE DETAIL 411.506 (TRAPFIHCETYPED MARTINIS 127 E COLLEGE tt PCC CURB TYPE SEE DETAIL 1211501 t! DEEUECOLETYPEE (rELEcoM) SEE DETAIL 5IL508 is MNNHOUA SEE DETAIL 14ILUN 1f (TELECOM) SEE DETAIL 611.506 QLIMESTONE HANDRALS SEE DETAIL 2ILW2 is PLANTER Wal SEE DETAIL 91.501 Q STORY WALL SEE SHEET L402 S L403 Q LIMESTONE BENCH SEE DETAIL Ull +7 SIAULLARU SEE DETAIL ISILS01 INTAKE THAD PAVERS I COLOR BLACK QGRANITE AREA SEEDETNLVI-4W QURGE INTAKE SPE DETAIL 17A501 0 DRAIN SEE DETAIL 511.410 QTRENCH (PDF) SEE DETAIL 181-501 Q WEATHER DANCE Fall SEE SHEET L401 Qm IMPROVEMENTS SEE DERAIL 54501 QSAVAGED ! LIMESTONEART SEE SHEET LOO Qi WALL 7Y IMOOD SEAT I QPCC BAND AT UNIT WE DETAIL 34410 QSTAKE PAVERS ADAPTERS. BEE DETAIL 1111.503 RASED PCC SAND NEMIl SP BACKED I YAGOD +D AT UNIT PAVERS SEE DETAIL fill tt PCC CURB TYPE SEE DETAIL 1211501 u PCC CURB TYPE B SEE DETAIL 1311501 is PCC CURB TYPE SEE DETAIL 14ILUN 0 PCC STAIR AND SEE SHEET 1.501 Qo HANDRALS SUPPORT/ HE I COLOR: BLACK. INSTALL is PCC STEP SEE DETAIL 91.501 +F AT ESEATING WE DETAIL 3U06 BOSET YROF SCARBOROUGH SCARBOROUGH I SIDE OPENING 130 GAL +7 GRANITE STEP AT SFE DETAIL WL408 MERGE ENTRY THAD PAVERS I COLOR BLACK QGRANITE STEP AT SEEDETNLVI-4W 0 ICK ENTRY STATION PROVIDED BY CITY. 0 RAISED PCC BAND SEE DETAIL 511.410 Qw AT STAGE SEE SHEET ALIA FOR SPECS AND - J UNIT PAVER DETAIL 25502 FOR FOOTING Qm EDGING AT SEE DERAIL 54501 QY PLANTING AREA DETAIL 31SS02 FOR FOOTING Qi AGE LIGHT POLE 7Y IMOOD SEAT I QPUINWELL 9ENCH TYPE CENTER ARM/4-PAVER QSTAKE MOUNTED ADAPTERS. BEE DETAIL 1111.503 UP-MG11T NEMIl SP BACKED I YAGOD Q BENCH TYPE (CENTER ARM/4-PAVER UPTIGHT ADAPTEIRS SEE DETAIL 1111.503 STAGE CANOPY TON INN 210 0 \\.. -. 210 S DUBUQUE ! FILED AIB 2010 FEB 16 PH 1: 22 genus [ landscape architect ] 375 EAST 5- STREET DES MOINES. IA 50" T 515 284 1010 I V W W.GENUS LA.COM II 4-- ARCHITECT NEUMANN MONSON ARCHRECTS 711 EASTCOLLEGE STREET, STE. 303 IOWA CRY, A 57140 P 3193387876 CIVIL ENGINEER SHOEMAKER& RNAIAND IN HOLIDAY ROAD CORALVILLE. A 52141 P 319.351.71 W ELECTRICAL 6 TRAFFIC SIGNALQATION N OW 118' Kill ITWO Qc BENCHTYFEC INTERIMEDATEARMSI4'FAVER ONE CARLSON PARKWAY NORTH, ADAPTER S, SEE I Ill PLAYSURFACE STE. 150 DUMORI TABLE 78/SUB FLOOR Qo TABLE TYPE A SUPPORT/ HE I COLOR: BLACK. INSTALL 1 P 763,4750010 PER MANUFACTURER Q SCREEN SEE SHEET 1.407 BOSET RAKER RHODES ENGINEERING SCARBOROUGH SCARBOROUGH I SIDE OPENING 130 GAL 0 LIBER VERTICAL STRAP I SURFACE MOUNT RECEPTACLE THAD PAVERS I COLOR BLACK P 319.3337650 LIGMING DESIGN BIOBELLY S SMARTBELLY DOUBLE 0 &GBELLY STATION STATION PROVIDED BY CITY. TRAFFIC SIGNAL CONTRACTDi TO INSTALL Qw ROADWAY LIGHT SEE SHEET ALIA FOR SPECS AND - J -GRATE DETAIL 25502 FOR FOOTING QPEDESTRIAN LIGHT SEE SHEET ALIAFOR SPECS AND QY POLE DETAIL 31SS02 FOR FOOTING Qi AGE LIGHT POLE SEE SHEET ALIA FOR WEBB AND DETAIL 215502 FOR FOOTING QSTAKE MOUNTED INSTALL PER MFR SEE ALHI FOR UP-MG11T FIXTURE SPECS O IN -GRADE INSTAL PER MFR BEEALt.t FOR UPTIGHT FIXNRE SPECS QIN -GRADE STORY SFE DETaL$1L5W WALL UPTIGHT UPTIGHT AT QCIP PUBLICMT SEE DETAIL 7,4503 OOTINO FILED AIB 2010 FEB 16 PH 1: 22 genus [ landscape architect ] 375 EAST 5- STREET DES MOINES. IA 50" T 515 284 1010 I V W W.GENUS LA.COM II 4-- ARCHITECT NEUMANN MONSON ARCHRECTS 711 EASTCOLLEGE STREET, STE. 303 IOWA CRY, A 57140 P 3193387876 CIVIL ENGINEER SHOEMAKER& RNAIAND IN HOLIDAY ROAD CORALVILLE. A 52141 P 319.351.71 W __ rr j PEDESTRIAN MALL IMPROVEMENTS ^sPAno•.• IOWA CIIY,A L�I1M'IFGY du'JEGUIG�II;G� + Will h nm ELECTRICAL 6 TRAFFIC SIGNALQATION ii 0 SRF CONSULTING SEE DETaL1WL503 ONE CARLSON PARKWAY NORTH, 11 ' PLAYSURFACE STE. 150 lox Do 02 063820t1 MINNEAPOLIS, MN 551474443 — -- CONSTRUCTION NOTES 1 P 763,4750010 MCD 04 127 IT STRUCTURAL ENGINEER o5 D1avmle BOSET RAKER RHODES ENGINEERING 1. SEEG011-G013FOR M1ESTONEWALBCHEDULE. 100 171 E. WASHINGTON STREET, STE. B SFESHEETES117 IOWA CITY, A52240 TILE INVERT ELEVATIONS P 319.3337650 LIGMING DESIGN ,I ;i: SCHULERSHOOK TRAFFIC SIGNAL 219 MAIN STREETSE, STE. 200 Qw Y"> MINNE4POLIS,MN55114 - J -GRATE P 612339.5958 QPAVER SYSTEM SEE DETaL5A505 QY BIMRACKTYPEA SEE DERAIL WL503 Q BIKE RACK TYPES SEEDETAILSAL503 __ rr j PEDESTRIAN MALL IMPROVEMENTS ^sPAno•.• IOWA CIIY,A L�I1M'IFGY du'JEGUIG�II;G� + Will h nm Kam ii 0 DRINKING SEE DETaL1WL503 FOUNTAIN 11 ' Of OP1YA17 lox Do 02 063820t1 Ml — -- CONSTRUCTION NOTES 03 1818Q017 MCD 04 127 IT 1DDACD o5 D1avmle BOSET WIFEA . 1. SEEG011-G013FOR M1ESTONEWALBCHEDULE. 100 POMEBR PEDESTAL SFESHEETES117 Qo Kam SEE DETAIL 2/1.507 0 DRINKING SEE DETaL1WL503 FOUNTAIN Qa PETAREA SEEDETAILVUKM DETECTABLE NEENPH FOUNDRY 2PX24' WARNING PLATE 4951-24ORANTEDBRICKRED/ CASTIRON LI POWER PEDESTAL SEESHEETES117 WIFEA . 2,4501. NEW WATERSERVICE. MEO111 100 POMEBR PEDESTAL SFESHEETES117 TYPEFOOTPUBLIING TILE INVERT ELEVATIONS SEE DETAIL 105502 FOOTING TRAFFIC SIGNAL SEENSHEETS Qw LIBRARY SIGN SEE DETNL8L106 -GRATE QPAVER SYSTEM SEE DETaL5A505 QY BIMRACKTYPEA SEE DERAIL WL503 Q BIKE RACK TYPES SEEDETAILSAL503 2. SEEM14 LIMESTONE FORLIMESTONE BENCH SCHEDULE. 3. SEE L131 -L135 JOINTING PLAN FOR PAVEMENT TYPES AND FCC JOINTING. 4. SEE DOS FOR PAVING PATTERN DETAIL. Qi OUTDOOR PANIC, "CITY PCC EDGE AT SEE DETAIL 181501 SHARE PARD c1 AM PARKING SEE DETAIL 511.507 METER STOP SIGN SEE DETAIL WE%? LI FOUNTAIN EQUIPMENT WITH FCC PAD (SEE DETAIL PMENT VAULT 2,4501. NEW WATERSERVICE. MEO111 QSLEEVED PENETRATION® SEE-1-319502ANDC5UFORDRAM FOOTING TILE INVERT ELEVATIONS BID ~� AC W_ CC/EHIPNISS MATERIALS PLAN - AREA 2 18031 L122 PLAMEA GRAIN TILES (CORNER ELEVATIONS -CLOCKWISE, STARTING AT NW) TELECOM STRUCTURES WATER MAIN FITTINGS WATER MAIN SERVICES NO NO Station Side Length (LF) Size (IN) Tap Main Address 1 Phase 1 6.5' R 10" Sleeve 115 2 10+89 6.5' R 12"x 10" Reducer 1 10+43.25 R 70 8 Live Tap Exist. 8" Graduate Hotel 2 11+10.89 L 25 1.5 (Cu) Live Tap New 12" Fountain Lead to Vault 3 11+26.42 R 15 1.5 (Cu) live Tap New 12' Irrigation 4 11+81.73 R 28 6 Live Tap New 12' 124 S. Dubuque 5 11+93.71 R 26 4 Live Tap New 12' 118 S. Dubuque (Fire) 6 11+93.71 R 19 2 (Cu) Branch oft 4" to No. 118 S. Dubuque 7 12+00.21 L 25 8 Live Tap New 12' 125 S. Dubuque 6 12+85.30 R 26 8 Llve Tap New 12" 201 S. Dubuque 9 12+91.30 L 35 4 Live Tap New 12" 111 S. Dubuque 10 12+91.30 L 9 2 (Cu) Branch o8 4" to No. 111 S. Dubuque (Fire) 11 13*22.12 R 77 8 Live Tap New 12" 201 S. Dubuque (Fire) 12 13+29.59 L 35 4 Live Tap New 12' 105 S. Dubuque 10+$1.15 4SAWR mm 10+75m 4831' R M.91 10+40.63 41WR em3e 7 DUBUQUE Phase 2 11+40.34 XML e77.$1 INLET 11"0.36 16.91'1. Bm.31 1 6+07.87 L 37 1 (Cu) Live Tap New 8" Drinking Fountain 676.12 101 51 21WL 6NW 1498.50 W1rL BmA4 0 DUBUDUE 101.4 11+33.63 Isle Bm.W 11+3340 mI7A MAT 11+10.4 231MR 675." 11+10.58 138110. 615.52 9 DUBUQUE WAIT 11+7&4 30.37L 67133 11+1&4 XWL WAT 11+N% NAFL Bm.67 11+7&m 18WL PLAMEA GRAIN TILES (CORNER ELEVATIONS -CLOCKWISE, STARTING AT NW) TELECOM STRUCTURES WATER MAIN FITTINGS Phase NO Station Offset Type Weight (lbs.) Phase 1 Dubuque 10+38.74 36.42'R 1 10+88 6.5' R 10" Sleeve 115 2 10+89 6.5' R 12"x 10" Reducer 185 3 10+92.5 6.5' R 12"- 45' Bend 215 4 10+95 6.5' R 10' MJ Plug 65 5 10+98 1.45' R 12' - 45' Bend 215 6 12+74.75 0.7R 12" - 22' Bend 220 7 12+80.02 3.1'R 12" - 22' Bend 220 8 14+25 BAY R 10" MJ Plug 65 9 14+36 4.2' R 12" Sleeve 145 10 10+31 12' R 8" MJ Plug 45 Handhole Phase 2 1College Phase 1 Total Wgt: 1490 32.52'R Handhole Phase 2 College 1 1 7+90.8 12 - RI 12' Sleeve 145 2 4 DUBUQUE 0+25.08 3 7+90.8 1-8.7-! B.rR 12' x 8- Tee 340 4 5+96.67 19.24-R 8" Sleeve 85 fim32 10+6720 24.15'L Phase 2 Total Wgt.: 715 DUBUQUE mm Total Wgt.: 2205 6TSW ORlET 10+96.93 23 17 R 675.50 10+p.iD 23.19'R 675.95 INLET 10+88.11 WsrR em33 10+40.3 XWR 87073 10+75m 13ArR mm S � � OUTLET PLAMEA GRAIN TILES (CORNER ELEVATIONS -CLOCKWISE, STARTING AT NW) TELECOM STRUCTURES RANTER• Phase Alignment I Station I !!(set Type Phase 1 Dubuque 10+38.74 36.42'R Utility Vault Phase 1 Dubuque 10+93.82 30.04' R Utility Vault Phase 1 Dubuque 12+48.73 24.13' L Utility Vault Phase 1 Dubuque 12+53.53 28.03' R Utility Vault Phase 2 College 1+21.84 31.3r R Utility Vault Phase 2 College 1+25.48 28.82' L Utility Vault Phase 2 College 1+98.22 29.2! L Handhole Phase 2 College 2+74.73 32.02'R Utility Vault Phase 21 College 1 5+46.13 29.99' R Handhole Phase 2 1College 1 6+73.36 32.52'R Handhole Phase 21 College 7+82.18 32.99' R Utility Vault PLAMEA GRAIN TILES (CORNER ELEVATIONS -CLOCKWISE, STARTING AT NW) DUBUQUE RANTER• ALIGNMENT INLETDKOUTLET STATION OFFSET ELEVATION 1 CIXLEGE 679.63 4+10.59 96.66' R MO OUTLET 54 `K) 25.88'R Brim 5+10.52 4&W R M.33 4+8.58 5435 R 67840 2 COLLEGE- OUTFT NT1.45 Wig anus 3MLPI Warn W21 3+40.05 40Ar R mm 3+71.51 OAS 677.10 3 COLLEGE DUBUQUE 346.30 WM'L smm 3+67.4 29.BrL S7B.45 3+84.06 22.84'L 87840 3+54.67 I&WL er7.30 3+54.40 2"'R 87!.12 3+18.39 251' R 877+4 3Mlm 21A1'L mm 3+B7.78 18.11'L van 3 .m 50TL 677.52 3+58.03 502 L 617.20 3+6831 8.2TL 67739 3+69.92 8.2T L 67T w 3+72]3 5.43' R 678.39 +166.56 645'R 676.40 - 3+56.3 248R 67IL94 4 DUBUQUE 0+25.08 10,06.3 N.1rL shim 10+96-05 53TL ;;;-N- 10+139 533L man IG Izr W14'L 675.61 10+8137 NIS L fim32 10+6720 24.15'L 675.02 5 DUBUQUE mm 10+9682 1383'R 6TSW ORlET 10+96.93 23 17 R 675.50 10+p.iD 23.19'R 675.95 INLET 10+88.11 WsrR em33 10+40.3 XWR 87073 10+75m 13ArR mm S � � OUTLET 10+8&13 413MR Mo 10+$1.15 4SAWR mm 10+75m 4831' R M.91 10+40.63 41WR em3e 7 DUBUQUE 591.58 11+40.34 XML e77.$1 INLET 11"0.36 16.91'1. Bm.31 11+19.13 168r L 676.10 11+19.12 14.W L 670.01 OUTLET 11+06.52 14.WL 675.3 11405.51 21AYL 676.12 101 51 21WL 6NW 1498.50 W1rL BmA4 0 DUBUDUE 101.4 11+33.63 Isle Bm.W 11+3340 mI7A MAT 11+10.4 231MR 675." 11+10.58 138110. 615.52 9 DUBUQUE WAIT 11+7&4 30.37L 67133 11+1&4 XWL WAT 11+N% NAFL Bm.67 11+7&m 18WL am79 OUTLET 11+19.14 IsWL Brim 11+1&91 WW Wem 11NB.W mAZL Bm.W 11"9.67 302ML sm.% 11 DUBUQUE 2+31.82 IZ NUIt T.W R W." 12+$1.N M.91' R tin" 12,02.90 N.WR 678N 12,02.67 T.WR 67a.07 12 DU& O E 2HImm 12+39.3 25M L 678.48 12+67.67 15.67L INAS 11+67.63 14.WL 0`&W 1147m 3x.33' L Tom 11+Nm W W L 679.18 11+&3 WWW 679.4 15 DUBUQUE 660.51 12+3.5 N.W'L 679.68 12+98.4 15.17L 679.18 OUTLET 1N19.02 ISAVL 675." 12+40.4 W.D7L 679.63 14 DUBUQUE BMW 13+25.3 25.17L SWIM i3ww TIM L 679.18 13+m.4 T.74'L mm 13+25.02 151C 67040 13+$1.67 u.>rL 679.3 IsHxLmj WDFLj 890.00 18 DUBUQUE OUTLET 13+15+2 15.WR 68.7 13+15" W2rR 87936 130640 m.WR 679.63 1308.58 1sAMR 679.18 is OUSLIGUE 13+40.42 15.900. 6m.3 I+1W" N24R e79.W 13.95.10 OTET I+Ww - 18 DUB4IQUE 1340.m B1.W 0. 090 35 OUTLET 1+113.67 4.$1 R 679.05 9 DUBUQUE INLET 13+403 13+m i 6 OUTLET 1+19567 13>6'L 67942 134551 90 DUBUQUE 14+15.79 14+15.81JUA KIa 208 OUTLET 13+86.53 1388E 880.03 13+06.51 NZrL 680.58 21 DUBUQUE 14+1605 40.67 R 680.87 14+16 W 5841.11 slow 14+06.81 W.WR 680.13 14+03.4 40.4•R 630.63 m COLLEGE OUTLET 0+25.08 NAML 682.05 0+38.40 24."'L 689." 0+J6.46 14.1x1. 593.N 0+25.12 14.08 L 662.66 m COLLEGE0+38A3 OUTLET 0+W'3 seeP 882.82 9.9MR mm 0+36.54 WI V R Bpm 0+2530 WIWR 633+0 27 COLLEGE 048." 1.WR 102." 140.97 1.31-R 631.59 101.01 11LITR 632.63 U+88.51 I&WR 683.60 $1 CO JR3E 1+&61 N.9ML B63.W 1+21.15 N.TI'L aim WTLET 1+21.18 143rL 591.34 INLET 1+08.84 14.34'L 591.58 COLLEGE 1+1.81 03.74' L 51 - 1+6&ts 2402 L Mtn O111ET 1b0.16 1448'L 663.79 INLET 1+91.54 14.WL 591.13 W COLLEGE 1+72.81 N.BM L 101.08 2+00.15 N.m' L 101.4 2+00AT 15.77L 101+8 2,09.17 IswL $11.11 2+0031 2.171 S$1.m 145m 2.67E mm I4 m 4XL 60.7.38 OUTLET 1+6.67 44ML WAIT 1+5.38 &WL 40.19 1+mm 6W MA 67 COLLEGE 2+11.02 16.4.0. 101.0 OUTLET 2+9.4016.46'0. 6m.el 2+DB.m 24W 590.01 2+11.3 NAB'R WIAI 03 COLLEGE 2+31.82 MUL $1038 CURET 249.4 22.OrL MAI 2+49.0` 13.ML mm +131.4 13.WL 100.63 35 C=EGE 2HImm I&WL 40.67 2+4.33 t&$1L 679.4 OUTLET 2+4.30 27.WL 670.27 2+99.14 27.10'L 079.57 2+9.23 2.WR III 2+90.4 2 FR (Mom 2+90.87 34'L 590.40 2+79.71 331-L 660.51 2+M73 2.WR 86015 2+4.4 2.nR 630.31 97 COLLEGE 3+10+5 WWR 678.4 344.79 WIrR BMW a+4m WArR 677.63 3 nw 25.15'R 877.4 3+3.80 W.49'R 677.79 - 300.46 SOW R 879.33 " ODULEGE 6+08.67 43ML 640.42 8+21.1 4.WL 640.63 OUTLET +21.39 SWR mm 6+08.4 3.4'R mm 47 COLLEGE 6+33.4 2.38 L mm 648.38 2.47E mm 8+48.39 2.WR 676.% OITIET 6+33.3 I 2.01FRI Bm.N genus ] landscape architect ] 1 I 325 PAST 5- STREET D6 MOINES, V, 50309 T 515 284 1010 21 W W W.GENUS-IA.COM ARCHITECT J?I EAST COLLEGE STREET, STE. 303 IOWA CITY, U 52240 P 3193387878 CIVIL ENGINEER SHOEMAKER& HAAIPND 1W HOLIDAY Rx7AD COPALWLLE, N 52241 P319.3513150 ELECTRICAL 6 TRAFRC SIGNALRATION SRT CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551474443 P7VA750010 STRUCTURAL ENGINEER FAKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE.B IOWA CITY, IA 52240 P319323.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. NO MINNEAPOLIS. MN 5%14 P 812.339595E PEDESTRIAN MALL IMPROVEMENTS ONACI7Y,M a� 01 OMmmil 70% Do 02 OM3G201T 167%O0 03 1w1M201T W%CD 4 1ZIY201T 100%CD 05 01,21MI018 BID SET 00 ey1Y AC CCIEHIPNISS UTILITY TABULATIONS tape C514 ABANDONMENT OF EXISTING WATER MAIN Number Sart Station I Offset End Statiar Offset Length Size REMOVAL OF EXISTING WATER MAIN Phase Station F01111set Number Start Station Offset End Station Offset Length Phase size 1 7+90.8 14'R Linn Street Tie 26' R 12 Phase 2 12' 2 14+25 8.56' R Washington Tie 4.2' R 12 Phase 1 12" 3 7+90.8 18.88' R 5+96.7 19.24'R 194 Phase 2 6- 4 1 D+89.1 6.51'R 10+96.1 6.55' R 7 Phase 1 10' 5 9+85 155IR 10+31 13' R 46 Phase 1 8" 6 12+85.17 17'R Ex. Hydrant Lead 5 Phase 1 6" 7 13+01.26 18' R Ex. Hydrant Lead 5 Phase 1 6" Total LF: 281 ABANDONMENT OF EXISTING WATER MAIN Number Sart Station I Offset End Statiar Offset Length Size 1 Nota: Abandonment of exIMIN mains aml sere s are Incidental W Ne Installation W Ne mainline water mein. Phase Station F01111set Comment 1 1 10+19.615.34' L Remove FH and Lead. 2 ABANDONMENT OF EXISTING VALVES NO. I Phase I StatiDn Offset ' Comment 1 1 10+42 6.5'R 8" Gate. Close valve, remove box cap and 811 box with concrete to surface. VALVE BOX ADJUSTMENT Number Phase Station Offset Type of Valve 1 Note: Adjustment of exIAIN water related fixtures Is incidental to the paved surface mstoratbn. REMOVAL OF EXISTING FIRE HYDRANT ASSEMBLIES Number Phase Station F01111set Comment 1 1 10+19.615.34' L Remove FH and Lead. 2 1 11+12.5 18'R Remove FH and Lead. 3 1 13+09 18'R Remove FH and Lead In Planter. 12+82 11'R 10' Gate 5 1 12+77 11'R ABANDONMENT OF EXISTING VALVES NO. I Phase I StatiDn Offset ' Comment 1 1 10+42 6.5'R 8" Gate. Close valve, remove box cap and 811 box with concrete to surface. VALVE BOX ADJUSTMENT Number Phase Station Offset Type of Valve 1 Note: Adjustment of exIAIN water related fixtures Is incidental to the paved surface mstoratbn. REMOVAL OF EXISTING VALVES VALVE BOX REMOVAL Number Station Offset TYPE PHASE 1 14+25 8.6'R 10" Gate 1 2 10+18 15.5'R 8" Gate 1 3 1 13+22 10' R 4 3 1 5 10" Gate 4 ABANDONMENT OF EXISTING VALVES NO. I Phase I StatiDn Offset ' Comment 1 1 10+42 6.5'R 8" Gate. Close valve, remove box cap and 811 box with concrete to surface. VALVE BOX ADJUSTMENT Number Phase Station Offset Type of Valve 1 Note: Adjustment of exIAIN water related fixtures Is incidental to the paved surface mstoratbn. FURNISH AND INSTALL VALVES AND BOXES T 515 284 1010 W W W.GENU LA.COM VALVE BOX REMOVAL Station Number Phase Station Offset Type of Valve 1 1 14+25 8.6' R 10" Gate 2 1 13+22 10' R 10" Gate 3 1 13+18 NY R 10" Gate 4 1 12+82 11'R 10' Gate 5 1 12+77 11'R 10' Gate 6 1 10+18 15.5' R 8' Gate FURNISH AND INSTALL VALVES AND BOXES T 515 284 1010 W W W.GENU LA.COM INSTALLATION OF NEW WATER MAIN Station Phase Start Station Offset End Station Offset Length Size Phase 1 10+89 6.51'R 14+35 4AT R 348.00' Phase 2 7+90.8 14' R 26' R 12.00' 3 1 Total: 360.00' 12' 12" Gale Valve 1 4 7+90.82 Phase 2 7+91 18.7' R 5+96 19.2'R 1 7+90.82 22.20'R 12" Gate Valve 2 6 7+87.99 18AT R 8" Gate Valve 2 FURNISH AND INSTALL VALVES AND BOXES T 515 284 1010 W W W.GENU LA.COM INSTALL FIRE HYDRANT Station Number Phase Station Offset Comment 1 1 10+31.12 68.6' L 8x6 Uve Tap, 55' Lead. 2 1 11+31.73 18.5' R 12x6 Tee, 17.5' Lead 3 1 13+01.53 18211 124 Tee, 14.8' Lead 12" Gale Valve 1 4 7+90.82 FURNISH AND INSTALL VALVES AND BOXES T 515 284 1010 W W W.GENU LA.COM Number Station Offset Type of Valve Phase 1 10+95.3 3.94'R 12" Gate Valve 1 2 13+08.07 3.55'R 12" Gate Valve 1 3 14+35.29 4.17'R 12" Gale Valve 1 4 7+90.82 15.33' R 12' Gate Valve 2 5 7+90.82 22.20'R 12" Gate Valve 2 6 7+87.99 18AT R 8" Gate Valve 2 Note: All other valves are Incidental to the category of seivice connections by size. genus [ landscape architect ] = I 325 EAST Sm STREET DES MOINES. IA 50309 P I1 I' L LERK`r Yr t Q l� 11 T 515 284 1010 W W W.GENU LA.COM ARCHITECT 22ASLLGETRS5.1 ECOLLEGE E 303 IOWA CITY, A52240 P 3193381878 CIVL ENGINEER SHOEMAKER g RA41IN0 160 HOLIDAY ROAD CORALALLE, M 52141 P 319.351.7150 SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 5544TM43 P 763475 W10 STROI ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET.: IOWA CITY, M 52240 P 31933378M LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE. STE 20D MINNEAPOLIS, MN 55414 P 612.3395918 PEDESTRIAN MALL IMPROVEMENTS IOWAaTY,IA P 01 pN i7 TD%Do 02 06'302017 iIx%Do W 1a182017 51116 CD D4 1220(1017 t00%CD 05 o1282018 IND SET D AC yr CCIEHIPNISS UTILITY TABULATIONS 1srcM C515 FILED 2010 FEB 16 Fi 1, 2 CITY CLERK i IOWA CITY.1OW4 REMOVAL OF STORM SEWER PIPES On 04I2fl2011 ?0% Do INTAKES 8 STORM SEWER STRUCTURES STORM SEWER PIPE End Station I Offset Structure Number Type Street Station Offset Rim Elevations Flow Line In Flow Line Out I Phase I Comments 1 48" Manhole Dubuque 10+49.20 42.52' L 680.00 676.14 N, 676.08 S, 671.38 W 671.38 E 1 Remove existing Intake structure replace with 48" manhole with Neenah frame 1642 with Neenah 82370-Q Casting 2 Large Intake Dubuque 11+00.80 22.45' R 678.70 675.35S 674.68 W 1 - 3 48" Manhole Dubuque 11+01.50 12.34'L 679.87 671.44 N, 674.83 NE,674.30 E, 674.75 S, 675.73 NW 671.44S 1 48" Manhole over existing pipe 4 Large Intake Dubuque 11+22.32 9.91'R 678.93 675.62 E 675.00 SW 1 675.00 5 48" Manhole Dubuque 12+17.64 10.22'L 680.84 672.71 N. 676.74 E, 677.28 W 672.70S 1 48" Manhole over existing pipe 6 Large Intake Dubuque 12+17.52 3.74'R 680.68 677.16 E 677.02 W 1 Remove existing intake structure 7 46' Manhole Dubuque 12+52.42 9.55' L 881.38 673.35 N. 673.15 W 673.05 S 1 Remove Manhole, Install 48" Manhole over existing pipe 8 Large Intake Dubuque 12+78.92 9.45' L 681.68 674.20 N. 678.21 W 673.90S 1 676.90 9 48" Manhole Dubuque 13+18.08 9.89' L 682.30 676.50 E. 678.70 W 674.94S 1 677.54 10 Large Intake Dubuque 13+19.29 16.64'R 672.00 677.75 N, 677.20 E, 678.55 S 676.90 W 1 678.57 11 Large Intake Dubuque 13+17,62 59.98' R 682.12 678.04 N. 676A2 E 677.54 W 1 679.27 12 Large Intake Dubuque 13+66.43 66.93' R 682.78 678.87 N 678.57S 1 679.65 13 Large Intake Dubuque 13+98.31 66.86' R 682.95 679.75 NW 679.27S 1 677.46 14 Large Intake College St. 1+81.46 4.21'L 683.65 680.00 E 679.65S 2 Remove existing Intake structure remove existing pipe cap at the main with concrete, flush with Inside wall of pipe. 15 48" Manhole College St. 1+84.17 13.34'R 683.94 679.30 N. 673.45 W 673.45 E 2 674AI 16 48' Manhole College St. 2+61.00 19.00' L 682.65 678.75 NW, 677.96 NE 677.46S 2 668.54 17 48' Manhole College St. 2+61.15 12.04'R 682.44 676.84 N, 678.47 SW, 678.56 W 678.56 E 2 667.44 18 Large Intake College St. 2+85.44 26.95 R 682.47 679.10 E 678.47 W 2 673.95 19 Small Intake College St. 4+79.22 34.43' L 679.16 675.20 W 67520 E 1 Remove existing Intake structure 20 Small Intake College St. 5+06.82 34.23' L 679.06 674.65 W 674.65 E 1 Remove existing intake structure 21 Large Intake College St. 5+57.30 25.80' R 678.20 674.72 W 674.41 E 2 6+31.16 22 Large Intake College St. 5+86.18 26.04' R 678.18 674.03 W 668.54 E 2 23 Large Intake College St. 6+26.97 3.07 R 678.17 667.94 W. 673.76 E 667.44 N 2 24 Large Intake College St. 6+26.99 26.07 R 678.50 674.95 W. 674.95 E 673.95 SE 2 25 48' Manhole College St. 6+29.08 8.54' R 678.45 667.26 S, 674.99 W. 665.93 W 665.93 E 2 26 Large Intake College St. 6+68.17 28.70' R 678.17 674.17 W 2 27 TA730 Linn SL 7+88.97 40.3T L 676.61 662.41 W, 661.41 N 661.41S 2 Remove and replace frame and lid with city logo casting, see detail on sheet C509 'NOTE: CONTRACTOR TO VERIFY ELEVATIONS AND LOCATION OF UTILTIES PRIOR TO CONSTRUCTION FILED 2010 FEB 16 Fi 1, 2 CITY CLERK i IOWA CITY.1OW4 REMOVAL OF STORM SEWER PIPES On 04I2fl2011 ?0% Do Phase STORM SEWER PIPE End Station I Offset Length Phase I Pipe Number Size Length Grade US Structure DS Structure Flow Line in Flow Line out Comments Phase 1 - 24' RCP 8 LF - - - - - Replace damaged section Phase 1 - 15' RCP 18 LF - - - - - Replace damaged sec0ons Phase 1 2 12" RCP 32 LF 1.20% INTAKE (2) MANHOLE (3) 674.30 674.68 10+93.74 Phase 1 4 12' RCP 28 LF 0.60% INTAKE (4) MANHOLE (3) 674.83 675.00 12" RCP Phase 1 6 12" RCP 11 LF 2.56% INTAKE (6) MANHOLE (5) 676.74 677.02 11+30.00 3.62' R Phase 1 8 15" RCP 24 LF 2.34% INTAKE (8) MANHOLE (7) 673.35 673.90 8 LF Phase 1 9 15" RCP 38 LF 1.96% MANHOLE (9) INTAKE (8) 674.20 674.94 College 1 Phase 1 10 12" RCP 25 LF 1.64% INTAKE (10) MANHOLE (9) 676.50 676.90 Phase 1 11 12"RCP 42 LF 0.82% INTAKE If 1) INTAKE (10) 677.20 677.54 Street Station Offset Phase 1 12 12" RCP 48 LF 1.12% INTAKE (12) INTAKE (11) 6T8.D41 678.57 1 Phase 1 13 17 RCP 30 LF 1.34% INTAKE (13) INTAKE (12) 678.871 679.27 Phase 2 14 12" RCP 15 LF 2.40% INTAKE (14) MANHOLE (15) 679.30 679.65 Dubuque Phase 2 16 12" RCP 27 LF 2.29% MANHOLE (16) MANHOLE (17) 676.84 677.46 68.27'R Phase 2 18 12" RCP 23 LF 2.24% INTAKE (1 IS) MANHOLE (16) 677.96 678.47 1 Phase 2 21 12" RCP 32 LF 1.18% INTAKE (21) INTAKE (22) 674.03 674AI Phase 2 22 12' RCP 38 LF 1.59% INTAKE (22) INTAKE (23) 667.94 668.54 Dubuque Phase 21 231 15*RCPI 16 LF 1 1.13%1 INTAKE (23)1 MANHOLE (25) 667.26 667.44 13.90'L Phase 2 24 15" RCP 3 LF 2.37% INTAKE (24) MANHOLE (25) 673.86 673.95 1 Phase 21 261 12" RCPj 39 LF1 1.05%1 INTAKE (26)1 INTAKE (23)1 673.76 674.17 FILED 2010 FEB 16 Fi 1, 2 CITY CLERK i IOWA CITY.1OW4 genus I landscape architects ) 325 EAST 5- STREET DFS MOINES. IA 50.309 T 515 254 1010 W W W.GENUS-LA.com ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 363 IOWA CITY, A 52240 P 319.3387878 CML ENGINEER SHOEMAKER& HAALAND 160HOUDAYRDAD CORALVILLE, x52241 P 319.3517150 ELECTRICAL & TRAEEIC SIGNALIZAnON SRFCONSULTING 0.4E CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551474443 P 763.475m10 RAKER HOD E ENGINE 122 E. RHODES ENGINEERING 122 E. WASHINGTON STREET, STE B IOWA CITY, 1457140 P 319.3317850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE.2D0 MINNEAPOLIS, MN 5%14 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWACm,IA REMOVAL OF STORM SEWER PIPES On 04I2fl2011 ?0% Do Phase Alignment I Stan Station I Offset I End Station I Offset Length Sha Phase 1 Dubuque 10+53.73 22.63'R 10+51.33 22.63'R 3 LF - Phase 1 Dubuque 10+41.54 22.67 R 10+51.33 22.63'R 10 LF - Phase 1 Dubuque 10+51.35 18.63' R 10+51.32 26.63'R 8 LF 24" RCP Phase 1 Dubuque 11+02.48 39.23' R 10+94.41 42.18'R 9 LF - Phase 1 Dubuque 10+98.63 53.35' R 10+94.09 54.77R 5 LF - Phase 1 Dubuque 10+94.47 40.06' R 10+93.74 68.25'R 29 LF - Phase 1 Dubuque 11+21.22 16.71'L 11+21.16 12.OT L 5 LF 12" RCP Preset Dubuque 11+34.30 11.82' L 11+16.16 12.17 L 18 LF 15" RCP Phase 1 Dubuque 11+30.00 3.62' R 11+30.30 11.91' L 9 LF 12' RCP Phase 1 Dubuque 12+17.49 4.85' R 12+17.84 1027 L 8 LF 12" RCP Phase 2 College 1 1+83.851 5.05' L 1+84.171 13.39' R 9 LF 12" RCP Phase 21 College 1 6+31.09 5.52'R 6+31.051 8.57 R 1 3 LF 12" RCP REMOVAL OF STORM SEWER STRUCTURES Number Structure Street Station Offset Phase Area Intake Dubuque 10+41.54 22.62'R 1 Area Intake Dubuque 10+53.77 22.69'R 1 1 Intake Dubuque 10+49.20 42.57 L 1 Trench Drain Dubuque 10+29.58 13.50'R 1 19 Area Intake Dubuque 10+93.74 68.27'R 1 20 Area Intake Dubuque 10+93.52 95.87' R 1 Cleanout Dubuque 10+94.45 39.84'R 1 Trench Drain Dubuque 10+98.34 48.20'R. 1 Trench Drain Dubuque 11+07.75 39.12'R 1 Intake Dubuque 11+22.17 13.90'L 1 Intake Dubuque 11+29.68 2.70'R 1 6 Intake Dubuque 12+17.52 3.74'R 1 7 Manhole Dubuque 12+52.42 9.55' L 1 14 Intake College 1+83.26 5.10' L 2 Intake College 6+31.16 5.64'L 2 genus I landscape architects ) 325 EAST 5- STREET DFS MOINES. IA 50.309 T 515 254 1010 W W W.GENUS-LA.com ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 363 IOWA CITY, A 52240 P 319.3387878 CML ENGINEER SHOEMAKER& HAALAND 160HOUDAYRDAD CORALVILLE, x52241 P 319.3517150 ELECTRICAL & TRAEEIC SIGNALIZAnON SRFCONSULTING 0.4E CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551474443 P 763.475m10 RAKER HOD E ENGINE 122 E. RHODES ENGINEERING 122 E. WASHINGTON STREET, STE B IOWA CITY, 1457140 P 319.3317850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE.2D0 MINNEAPOLIS, MN 5%14 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWACm,IA an Aa CGI EHI PNISS UTILITY TABULATIONS 15034 C516 On 04I2fl2011 ?0% Do la XV301201T 100400 03 101x8017 5)% Go 04 lUaX2017 100%CD 05 01728fN18 91DSET an Aa CGI EHI PNISS UTILITY TABULATIONS 15034 C516 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) This Base Stormwater Pollution Prevention Plan (SWPPP) includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, Inspection Requirements, Non -Storm Water Controls, Potential Sources of 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 Stormwater 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 roadway right-of-way. The prime contractor shall be responsible for compliance and implementation of the SWPPP for their entire contract. This responsibility shall be further shared with subcontractors whose work is a source of potential pollution as defined in this SWPPP. I. ROLES AND RESPONSIBILITIES A. In accordance with SUDAS Specification Section 9040 as modified herein. The prime contractor will not need to develop a separate SWPPP. If. PROJECT SITE DESCRIPTION A. This Stomnvater Pollution Prevention Plan (SWPPP) is for the Pedestrian Mall Improvements project. B. This SWPPP covers approximately 2.39 acres with an estimated 2.39 acres being disturbed. The portion of the SWPPP covered by this contract has 2.39 acres disturbed. C. The SWPPP is located in an area of Downs silt loam, till, and plain soils. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map including: 1. Drainage patterns — Plan and Profile sheets and Situation plans. 2. Proposed Slopes — Cross Sections. 3. Areas of Soil Disturbance — Construction limits shown on Plan and Profile sheets. 4. Location of Structural Controls— Tabulations on C sheets. 5. Locations of Non-structural Controls — Tabulations on C sheets. 6. Locations of Stabilization Practices — generally within construction limits shown on Plan and Profile sheets. 7. Surface Waters (including wetlands) — Plan and Profile sheets. 8. Locations where storm water is discharged — Plan and Profile sheets. E. The base site map is amended by contract modifications and progress payments of completed erosion control work. F. Runoff from this work will flow into Ralston Creek. III. CONTROLS A. The contractors work plan and sequence of operations specified in Section 9040 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 liming during the Construction process that the measure will be implemented. B. Preserve pavements in areas not immediately needing to be reconstructed. C. The applicable sections of SUDAS Section 9040 define requirements to implement erosion and sediment Control measures. Actual quantities used may vary from the Base SWPPP and amendment of the plan will be documented via field book 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 the project specifications. 1. EROSION AND SEDIMENT CONTROLS a. Stabilization Practices 1) Site plans will ensure that existing vegetation is preserved where attainable and disturbed portions of the site will be stabilized. 2) Stabilization measures shall be initiated as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased. 3) Stabilization measures to be used for this project are located in the Estimated Project Quantities and Estimate Reference Information located on sheet G003 of the project plans. Additional items may be found in the Inspectors Daily Reports (IDR) or Contract Modifications. b. Structural Practices 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. 2) Structural items to be used for this project are located in the Estimated Project Quantities and Estimate Reference Information located on sheet G003 of the plans, 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 (xxx) sheets of the plan. c. Storm Water Management 1) Measures shall be installed during the construction process to control pollutants in store 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. 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. 3) Stockpile Management - Install Controls to reduce or eliminate pollution of storm water from stockpiles of soil and paving. 4) Waste Disposal - Do not discharge any materials, including building materials, into waters of the state, except as authorized by a Section 404 permit. 5) Spill Prevention and Control - Implement procedures to contain and dean -up spills and prevent material discharges to the storm drain system and waters of the state. 6) Concrete Residuals and Washout Wastes - Designate temporary concrete washout facilities for rinsing out concrete trucks. Provide directions to truck drivers where designated washout facilities are located. 7) Vehicle and Equipment Cleaning - Employ washing practices that prevent Contamination of surface and ground water from wash water. 8) Vehicle and Equipment Fueling and Maintenance - Perform on site fueling and maintenance in accordance with all environment laws such as proper storage of onside fuels and Draper disposal of used engine oil or other fluids on site. 9) Litter Management - Ensure employees properly dispose of litter. 3. APPROVED STATE OR LOCAL PLANS During the course of this construction, R 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. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the Contractor and the Contracting authority at III once every seven calendar days. Storm water monitoring inspections will include: 1. Date of the inspection. 2. Summary of the scope of the inspection. 3. Name and qualifications of the personnel making the inspection. 4. Rainfall amount. 5. Review erosion and sediment control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 6. Major observations related to the implementation of the SWPPP. 7. Identify corrective actions required to maintain or modify erosion and sediment Control measures. B. Include storm water monitoring inspection reports. Incorporate any additional erosion and sediment control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found and complete all actions within 3 calendar days of the inspection. VI. NON -STORM WATER DISCHARGES 1 r D This includes existing subsurface drains that are not part of this p. f + y. t e The velocity of the discharge from these features may be controll b L L LJ the use of patio blocks, Class A crushed stone, erosion stone or other appropriate materials. VII. POTENTIAL SOURCES OF OFF RIGHT-OF-WAY (RO;A 18 FEB 16 Pit 11 21 POLLUTION Silts, sediment, and other forms of pollution may be transported orCt4T Y CLERK t�� roadway right-of-way (ROW) as a result of a storm event. Pote(Il(glrA C IT Y. I t9 ^'1 sources of pollution located outside roadway ROW are beyond�4l+�''C control of this SWPPP. Pollution within roadway ROW will be conveyed and controlled per this SWPPP. VIII. DEFINITIONS A. Base SWPPP - Initial Stormwater Pollution Prevenfion Plan. B. Amended SWPPP - May include Plan Revisions or Contract Modifications for new items and field book entries made by the inspector. C. IDR - Inspectors Daily Report —this contains the inspectors daily diary and item postings. D. Controls - Methods, practices, or measures to minimae or prevent erosion, control sedimentation, control stone water, or minimize contaminants from other types of waste or materials. E. Signature Authority - Representative from Designer, Contractor/Subcontractor, or Inspector authorized to sign various storm water documents. genus [ landscape architects j 325 EAST 5TM STREET DES MOINES.IA 50309 T 515 2a1 1010 W W.GENUSiA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 3D) OW4 CITY, N 57110 1319.3387878 CIVILENNNEER SHOEMAKER d HAA -AND 10 HOLIDAY ROAD CORALVIILE, w 52241 P319.3517150 SWOONSULTING ONE CARLSON PARKWAY NORTH STE. 150 MINNEAPOLIS, MN 55"74443 P 763.1750C1C 3TRULNRALENGNEEA RAKERRHODESENGNEERING 122E. WASHINGTON STREET, STE.8 NWIA CITY, IA 52240 P 319.3337650 LIGHTING DESIGN SCHULER SHOOK 219 AWN STREET SE, STE, 200 MINNEAPp1s.MN554/4 '612.339.5958 PEDES" MALL IMPROVEMENTS IOWACRYJA P� 01 DI 17 7 DD 02 IM10 9 100%DD 4WIM17 MCD 04 12rA'A17 10MCD 01�18 IMI BD AC — CC 1Ia17PN 74ia EROSION CONTROL NOTES 16030 C601 v - - >I C i ❑ f -e G, v I i o n � ....,. I I ❑ I m � ..�� I+ I s Ifs r i; i �� p I a le ! 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B IOWA CITY, A52240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55114 1612339.5958 PEESTRMN MALL IMPROVEMENTS IOWA CITY IA 01 OH2dA17 70%IH1 02 M302017 1DD%DO 03 1a1BI201T SO%CD W 12/Zg2017 100% CD 05 maW0IB BID BET BD AC CCI EH RN SS EROSION CONTROL PLAN VIEW d� C602 3T.], i ° I `- _ /���SyIC> (��i yw �b(f Is5a3IAMR�ozEN vocuRT SAUCE DONNELLY'SPUB THE SALOON TCB ■w'' L •CNV i Qw 109 E COLLEGE 110E COLLEGE 112E COLLEGE 114 E COLLEGE € .�'- i0 0.9% 'V /21L 01 '1' l� ' 6 PH '� 1 4 bpi 10 ! l 833TOP ! 8201 0TOP BB AT a �.a PATIFA 0.. 4,�4I.1% i ❑ aP �I b°�� TM -�^o^_ �� dr 1 . 17 1 ( I V °� F I ,(yL 509.87 TOF a LLf 11 �� I v u _.. °bb4O .•1 ,. Y -. -u. - RG - d' R6 '� '�'1 IT I - IIII � • -.. __.-.' 4 � lK P `^ '. `° '� p ❑ 4Y ❑ PY -- b l^C i fll4\ LL El -� ( a-�- ° 1 - _!_ 881.62 TOFJ ___ ___ Ck GY T:TC �° 1'b° 0.9% 4Y' �s �° �b 1 r o$' 1} vi°d b SIC .D8 I WEL15FMGO RAYGUN 1COEL PATRON MORTENSON CONST. 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V IF IV 20 4, TOP OF WALL (TIN) ELEVATIONS HEIR AT A CONSTANT ELEVATN)N l O ACROSS LIMESTONE PLANTER WALL SEGMENTS. TYP. S. TOP OF UNIT PAVER SUB SLAB 4- MINUS FINISH GRADE (FG) AND BOTTOM of WALL (SW), TYP. genus [ landscape onchifecfs 325 FAST 561 STREET DES MOINES. N 5030P T 515 254 1010 W W W GENUS4A.COM ARCHf ELT NEUMANN MONSON ARCHITECTS 731 EAST COLLEGE STREET, STE 303 IOWA CITY A52240 P 3193387876 LNRENGINFER SHOEMAKER 8 HAALAN0 i5) HOLIDAY ROAD CORA- VILLE,W52241 P311351.7150 ELECTRICAL 6 TRAFFIC SIONALIEATNN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, LW 554474443 P7634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 121 E. WASHINGTON STREET, STE. B IOWA CITY A 522 P 319333.765) LIGHTING DESIGN SCNULER SHOOK 219 MAN STREET SE, STE. 200 MNNEPPOUS, MN 55414 P612M.5958 PEDESTRIAN MALL IMPROVEMENTS OWACITY,A FIM 01 Wr18/1017 TIDO 02 085)1201] 100%DO 03 IWIM17 W% GO 04 121sOsOlT 10O%CD OS 0,16!018 BID SET sD AC CC/EH I PN/SS GRADING PLAN - AREA 2 16934 L102 I iF- ri Nmm 0d 6 BTB.TB TOF I �61 I UNDERGROUND PRIN�ING 210 S DUBUQUE BT7.51 BREAD GARDEN MARKET AND BAKERY 225 S LINN A CITY FITNESS SM FLOOR PLAZA TOWERS PA tion, .q59/GARDEN 2 HOTEL NETRO S CONFERENCE CENTER 221 S UNN PA PUBLIC LIBRARY 123 S LINN FORMOSA 221 E COLLEGE V. Cf TOP A0. Ad X675.47 TOF 673 97 I I GRADING LEGEND 3� I NTC uBC F r 680.00 PROPOSED CONTOUR 0096 PERCENT SLOPE 680.00 TC TOP OF CURB 680.00 BC BOTTOM OF CURB 680.00TS TOP OF STEP RISER 880.00 BS BOTTOM OF STEP RISER (AT FINISH GRADE) fi80.00TW TOP OF WALL BBO.OD BW BOTTOM OF WALL BB0.00 FG FINISH GRACE (PAVEMENT SURFACE) bQ0.00 NP HIGH POINT 690.00 EX MATCH EXISTING ELEVATION W.00RE RIM ELEVATION 680.00 TOF TOP OF FOOTING SBO.OD BOF BOTTOM OF FOOTING 880.00 TOP TOPOF PIER 880.00 TOS TOP OF SLAB CONSTRUCTION NOTES 1. ALL SPOT ELEVATIONS GWEN ARE FINISHED GRADE OR TOP OF PAVEMENT. 2. FOR EROSION CONTROL PIANS SEE CIVIL SHEETS 3. ALL GRADING TO BE WITHIN CONSTRUCTION LIMITS. 0 IF 19 2D 4. TOP OF WALL (TW) ELEVATIONS HELD AT A CONSTANT ELEVATION O ACROSS UMESTONE PLANTER WALL SEGMENTS, TYP. 5. TOP OF UNIT PAVER SUB SLAB 4- MINUS FINISH GRADE (M) ME BOTTOM OF WALL (BW), TYP. genus [ landscape architects ] 325 EAST 5- STREET DES MOINES, IA 5030D T 515 Ml 1010 WwW.GENUS-IA.COM ARCHITECT NEUMANN MONSOV ARCHITECTS 221EASTCOLLEGE STREET. STE. 703 IOWA CITY, M 52240 P 319.3387878 CML ENGINEER SHOEMAKER 6 HA4LAND 160 HOLIDAY ROAD CORALVILLE, M 52141 P 319.351.7150 ELECTRICAL 6 TRAFFIC SIGNALPATION SRFCONSULDNG ONE CARLSON PARKWAY NORTH, STEL 150 MINNEAPOLIS, MN 554474/43 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 121 E. WASHINGTON STREET, STEL B IOWA CITY, IA 52240 P 319.333.7850 UGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P61M.SS3 PEDESTRIAN FALL IMPROVEMENTS IOWACTY,M ail a1 0428201T TONED 02 08321011 1W%DD OO 1O71Ba01T MCD 09 IMK)Q01T 11w% cc 05 malla016 BIDET BD ­ AC rm CCIEH/PN/39 GRADING PLAN - AREA 3 134 L103 ROOT PRETTY — — 115 S DUBUQUE — ASPEN LEAF FROZEN YOGURT I4\�,;!,", g^4 1n S DUBUDLIE p� 819PA 679.35TOF ME J ���(I,. A lVl •3 WBWVE {" 4W MATCNLINEBEESHE- ETL105 i OPIUM �T�I�• — --- G o 4 FIELD HOUSE TOE 118 S DUBUDUE @�F app' genus landscape architect ] 325 EAST 5^I STREET DES MOINES. IA 50309 T 515 210 1010 WWW.GENUS- .COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 51240 P 3153387878 CIVIL ENGINEER SHOEMAKER H44LAND 160 HOLIDAY ROAD CORALVILLE. M 52241 '319.3511150 ELECTRICAL S TRAFFIC SIGNALILITION SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, A 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, MN 55414 P 612 339.5958 PEDESTRI4N MALL IMPROVEMENTS IOWA CRY, N 01 W:.;. 17 70% DO 02 00302017 100%GO 03 101312017 80%CD 01 12/4012011 11m CD 05 011214018 WIDGET 8.......a. AC CCIEHIPNISS GRADING PLAN - AREA 4 16031 L104 4Pa�' I.h �1�ry. DCS II YIGyO- PY W _wf 1245 WSUWE Sh' Iy310.39TOF –♦ I __._ IBOF • UI HEALTHCARE PAPA TOF wl B y1i 130SDUBDQUE 679.90 _ ___ 78.4 7 \LL c\\\ d. et` pfp�TY .O 6� + 0 1.5% y'4 q% 1.6% 16% Ts% 0 1 -T —N'L p0 – I�`'.T7 a \^I + GRADING LEGEND 454•+ 0 1.5% %^ MERGE 1365 DUSILKUE 630.00 PROPOSED CONTOUR _t PERCENT SLOPE 0_0% L1 _—�-- A4TGHLINE. SEE SHEET L102 680.w TOP OF CURB BC w.(RDWBC TOP OF 5TE RIS 680.00 TS TEP RISER 880.00 BS BOT TO MOF STEP RISER (AT FINISH GRADE) BVTWM 860.G0 TW TOP OMOF 660.00BW BOTTOM WALL GRADE E(PAVEMENT SUPFACEI 680.00 FG HNIHIGH IM 680.00 HP POINT fi60.W IX MATCH EXISTING ELEVATION MATCH 880.00 RE RIM ELEVATION 680.00 TOF TING Of OF BOP TTOM FOOTING 83G.00 BOF FOO E TOP OF PIER TOP OF M. -TOP 880.00708 TOP OF SIAB AM. -Two -it CONSTRUCTION NOTES 1. ALL SPOT ELEVATIONS GIVEN ARE FINISHED GRADE OR TOP OF PAVEMENT. 2. FOR EROSION CONTROL PLANS SEE CML SLEETS 3. ALL GRADING TO BE WITHIN CONSTRIICiION LIMITS. O IT 10 20 4. TOP OF WALL(TW) ELEVATIONS HELD AT A CONSTANT ELEVATION ACROSS LIMESTONE PUNTER WALL SEGMENTS, TYP. O 5. TOP OF ONR PAVERSUB SLAB 4'MINUS FINISH GRADE (FG)AND BOTTOM OF WALL (BW), TYP. genus landscape architect ] 325 EAST 5^I STREET DES MOINES. IA 50309 T 515 210 1010 WWW.GENUS- .COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 51240 P 3153387878 CIVIL ENGINEER SHOEMAKER H44LAND 160 HOLIDAY ROAD CORALVILLE. M 52241 '319.3511150 ELECTRICAL S TRAFFIC SIGNALILITION SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, A 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, MN 55414 P 612 339.5958 PEDESTRI4N MALL IMPROVEMENTS IOWA CRY, N 01 W:.;. 17 70% DO 02 00302017 100%GO 03 101312017 80%CD 01 12/4012011 11m CD 05 011214018 WIDGET 8.......a. AC CCIEHIPNISS GRADING PLAN - AREA 4 16031 L104 WonOov / 1A I r D �r.�.0 ra�h PA--�6e�40� 4%'61 CLtK� e � � z.34roF-- 1 I F 16 � _� --- ----+ � �ziT ��"Ylr w 30 60 III PA OR 802 IOF ,�, �P a O x BOF g� A'A1 4 I I m a F1P AQ HERTEEN&STOOKERJEWELRY 4Y M1' ( Ia Y 6AOPA 4�p Ap N I Q G a 101 S DUSUODE dV `l e^6 M1 Bea �M1A 1� ; gA lI I(��I �10ys 0 682.04TOF j �P .(1.� d I° 3 I o6 �6 • S I I I I ( 1.2% �6 6� BB1 IT lT7F ( r _ ._IO 'III1 1 �HADE CAN(S�N FFG W17BOF I 3 AO ) �AT• I�q9 �tpD4 A 4 a4M1 d PA III I I & e9z.o7 TOF I III I , 0"OY1 60 III 4004--- y 883.75 �A 1446 I! vP 1P1 a1 11 + TEN THOUSAND VILLAGES Y0.1% — W BB2.78 BW 0.1% 1055 DUBUQUE �' aP'^ ;.5%...... aPM1 o"---- --- h`- �614pi ,3144/ a. _S. - J'� r .n. P '✓rk.- �/ TEXTILES INS OUBUOUE FORBIDDEN PLANET 111 S DUBUQUE GRADING LEGEND 040% PERCENTSLOPE ROOT PREM 1155 DUBUQUE 680.0 TC TOPOF CURB - — — — — — — — E80.ODBC BOTTOM OF CURB 890.03 TS TOP OF STEP RISER 880.0085 BOTTOM OF ST EP RISER (AT FINISH GRADE) 680.0 TW TOP OF WALL wLD)BW BOTTOM OF WALL 550.00 FG FINISH GRADE (PAVEMENT SURFACE) 550.00 HP HIGH POINT 8W.00 EX MATCH EXISTING ELEVATION 8W.D0 RE RIM ELEVATION 630.00 TO F TOP OF FOOTING 650.00 BOF BOTTOM OF FOOTING BkW TOP TOP OF PIER 830.00 TOS TOP OF SLAB CONSTRUCTION NOTES 1. ALL SPOT ELEVATIONS GIVEN ME FINISHED GRADE OR TOP OF PAVEMENT. 2 FOR EROSION CONTROL PIANS SEE CIVIL SHEETS 3 ALL GRADING TO BE WITHIN CONSTRUCTION LIMITS. 0' S' IV 2V O 4. TOP OF WALL CM) ELEVATNNJS HELD AT A CONSTANT ELEVATION ACROSS LIMESTONE PLANTER WALL SEGMENTS, TYP. S. TOP OF UNIT PAVER SUB SLAB 4' MINUS FINISH OWE (FG) AND BOTTOM OF WALL (BW). TYP. genus [ landscape architect ] 325 EAST SIH STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEU"' MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A52240 P 319.3367570 CIVIL ENGINEER SHOEMAKER& HAANND 160 HOLIDAY ROAD GORALVILLE, A 52241 P 319.351.7150 ELECTRICAL & TRARIC SIGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 1 W MINNEAPOLIS, MN 557474443 P 763475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWA CITY A52240 P 319.333.7&50 LIGNTBIG DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5950 PEDESTRIAN MALL IMPROVEMENTS IOWACITYA 01 W201Z817 70% DO 02 D6002017 100%DD 03 101188017 50%00 04 1MIXMIT 100%CD 05 oinIZK18 BID BET BID . . •� CCI EH I PN IBS GRADING PLAN - AREA 5 L105 I�. �1TI --- Imo.. I I 14440' A S lyeytp4� fl I, w 1.3% PA _ S r aPM1�p4 _ _ o- N0h6p__ a2 L J 4 T .0.3 PA�,L 4i'M1F�+o'LM1p-� �5„rc Ij- M1 SM16O.�� 94+ -- 71 p -I I [ 7- 66ry I& p 600.70 TOP BTB. BOF 11a 00.1,31 0013 1 0.91: li �� L zolsDUBUQUE q I•NI& 16e p II cY'� 'pO II %L' 7S .1�p 0M10 9 1 �, 001+� �'^ 0M140 �^ 0.2% "F --. MATCHLINE. SEE SMi L100 00 ' QO .QY' F�Ji I r genus [ landscape architect ] 325 EAST SIH STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEU"' MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A52240 P 319.3367570 CIVIL ENGINEER SHOEMAKER& HAANND 160 HOLIDAY ROAD GORALVILLE, A 52241 P 319.351.7150 ELECTRICAL & TRARIC SIGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 1 W MINNEAPOLIS, MN 557474443 P 763475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWA CITY A52240 P 319.333.7&50 LIGNTBIG DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5950 PEDESTRIAN MALL IMPROVEMENTS IOWACITYA 01 W201Z817 70% DO 02 D6002017 100%DD 03 101188017 50%00 04 1MIXMIT 100%CD 05 oinIZK18 BID BET BID . . •� CCI EH I PN IBS GRADING PLAN - AREA 5 L105 V S 10 20 I I I I I CONSTRIJIMN LIMITS 01 0 YOTCPA PRIMER! YOGURT 132 S CLINTON SAUCE O0%NEurS PUS THE SALOON TCB INECOLLEGE 110E COLLEGE 112E COLLEGE 114ECOLLEGE 1S °T ELI ^°' ATM PI- PATIO �^ 1 c6� I PAno �� A --4444-L L•-----------4444-� I 0 ,-�_ &------ d' I'��� ISI �j y •I I--� I,•V . ( a PET I I J I •I I I O 10 q PA WELLS FARGO 103E COLLEGE CONSIRIICT1011LWRB RAYOUN 105E COLLEGE POINT STATION OFFSET ELEVATION DESCRIPTION 1000 0.38.31 38.38 865.38 CONTROLLERCABINET RICH 0.22.82 35.37 80528 MATCH EXISTING iN2 0.27.82 3539 855.20 MATCH EXISTING 1010 4Hb3.BT 48.31 MGM TOP OF CURB 1004 0.21.63 5.11 605.07 ELECTRICAL W NDHOLE 1N5 0.20.18 44.53 685.09 GUTTER INS 0.22.56 44.N WISM FINISH GRADE 1001 0.2860 41.82 50541 FINISH GRAVE 100 0.28. TO -28.82 NBW FINISH GRADE INS 0.21.95 -28.68 585.12 FINISH GRADE 1010 0.20m -2066 WAS GUTTER 1011 0.23 Tl 1 -25.0 685.42 BOTTOM OF WALL 1012 0.37]1 -25.54 605.42 BOTTOM OF WALL 1013 0.2374 -1260 805.61 BOTTOM OF WALL 1014 0.37.74 -12.134 6111 BOTTOM OF WALL 1015 0.23.5) 8.00 MST BOTTOM OF WALL 1016 0.37.0 6.08 New BOTTOM OF WALL 1011 0.31.55 26.61 686.30 BOTTOM OF WNL 1010 0.20.05 26.65 666.11 BOTTOM OF WNL 1019 0.28.85 27.63 WAS FINISH GRAVE 1020 0.22.55 27.55 588.0 FINISH GRADE 1021 0.20.35 V.n 588.07 GUTTER 1022 0.20.37 3560 686.10 GUTTER 103 0.22.67 35.65 686.04 FINISH GRADE 1024 0.28.57 135.53 68629 FINISH GRADE 103 0.22.89 40.24 68860 TOP OF CURB 1020 0.26.51 48.58 856.65 TELECOM HANDHOLE 1027 0.25.14 4023 686.48 ROADWAY LIGHT 103 0.3.82 53.81 686.70 MATCH IDUSRNG 103 0.00.87 MAT 686.35 TRAFFIC SIGNAL 100 D.35.81 WATT 0760 POWER PEDESTAL 101 0.35.71 52.84 687.12 POWER PEDESTAL 1032 D.5531 102 685.0 FINISH GRADE 1033 DHIU48 5.51 698.01 FINISH GRADE 1034 0.380.4 37.90 688.48 TRAFFIC HANDHOLE 106 0.31.15 43.00 INSET IFIRE HYDRANT EL PATRON 1 W E COLLEGE I I L� 01 4p 4p ]�s rr�I 1 1° 4 e 19 PA �olt' @° ❑ 1111 MOTiMASON CONST. -- - f tt E COLLEGE POINT STATION I OFFSET ELEVATION I DESCRIPTION 1038 0.55.53 121,01 50639 JFINISHGFADE 1037 O41024 25.60 0118.30 FINISHGRADE 1038 x30.65 J512 585.50 TIAFPCSIGNAL 1038 0.38.73 $.83 611 TRAFFIC HANDHOLE 1040 0.15.93 20.59 655.0 FINISH GRADE 1011 OHNAS 25.15 668.0 FINISH GRACE 1012 1.210.2 3155 68525 TELECOM M U HO E 1043 0.96.01 AM MAT TRAFFIC HTWDHOLE 10M 0.15.37 205 INTO FINISH GRACE 1045 (H&MA6 6.85 585.74 FINISH GRADE 1018 1.2546 -23.65 864.68 TELECOM MANHOLE 100 1+0123 13.51 883.95 STORM MANHOLE 1016 0.75.55 52.48 585.39 FINISH GRADE 1018 0.51.38 -19.18 B55.N FINISH GRADE ION 0.020 -17.06 806.38 I FINISH GRACE 101 0.5522 -1922 885.51 FINISH GRADE 1052 0.9322 -19.30 MAI PED MALL LIGHT POLE 103 1.M45 45.83 885.0 BOTTOM OF WALL 1051 1.22.45 -25.67 WAS BOTTOM OF WALL 1055 1.22.19 -1287 GINST BOTTOM OF WALL 1050 1.0149 -1283 8031 BOTTOM OF WTLLL 1051 1.20.48 43.87 868.70 POWER PEDESTAL 1055 0.68.78 022 W49 BOTTOM CF WALL 1058 0.68.02 1T.T2 685.08 BOTTOM OF WALL 100 1.12.32 1765 M524 BOTTOM OF WALL 1081 1.1220 0.15 68491 BOTTOM OF WALL 1062 0.89.31 1528 68500 POWER PEDESTAL 103 1.15.25 Iw.5T NI PED MALL LIGHT POLE 1004 1.9021 49.10 68358 TELECOM HANDHOLE 1N5 1.3240 43.0 684.98 POWER PEDESTAL 1088 1-39 50 25.68 68461 FINISH GRADE HOST 1.34.88 3.00 684.03 FINISH GRADE 1055 1.30.49 -12.90 68430 BOTTOM OF WALL 100 1.2422 -19.38 584.0 PED MALL LIGHT POLE 1070 1.30.45 45.90 SB4.54 BOTTOM OF WALL 1071 1.81.46 55.80 GI IsonicI FILEDw • II C : Y CLERK 10 C11410WA I I 1 i o LT3 I I I I �I AA I OI I ^� I- ^� I I PA L� __________ _ genus I landscape a rhifecfs ] 325 EAST 5- STREET DES MOINES. A 50309 T 515 284 1010 WWW.GENUSi .COM ;;;CT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACRY,A52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER B W -AND 160 HOLIDAY ROAD CORALVIUE, A 52241 P319.3511150 ELECTRICAL I4 TRAFFIC SIGNALFATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, sm. 1% NNNEPPOUS MN 5S447M43 P 763.475.010 STRUCTURALENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CRY, IA 52240 P 319.333.7&50 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, AN 55414 P612.33959% PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A Oi 00.482017 M% DO N 061302017 100%DD 00 1018^101T 506 CD 04 12/04017 100%CD 55 01/2692018 SU SET CCIEHIPNISS STAKING PLAN -AREA 1 IBM L111 THE UNION BAR 121 E COLLEGE I I O S 10 10 I I I I D PA BROTHER5 125S DUBUOUE PLAZACENTRE 1255 DUBUOVE II' IIPA si IFII 'C' O'1. • --------------------- ALLEY MARTINIS 127 E COLLEGE PA ^ j -M1 r M1 ED I PA r M1 M1� -®M1°9 ti's®❑ I I_ PA _ WEATHER DANCE FOUNTAIN I 0 -r --_ -- 9 FOP ----- ____ _____ 1� �J (�1 STAGE. CANOPY e L1 u LJ H POINT STATION OFFSET ELEVATION DESCRIPTION 10% SHOAT 32.11 682.38 BOTTOM01"NALL 20% 2184.53 18.74 682.49 PED MILL LIGHT POLE 1037 2110.10 -18.% 68265 STORM MANHOLE 2038 3.17.08 0.84 8819 FINISH GRADE 2109 3+12.46 395 68133 FINISH GRADE 20O 3.00.40 -14.39 881.8 BOTTOM OF WNL 201 3NSAT 3039 WON BOTTOM OF WNL 1042 3108.45 35.89 662.50 BOTTOM OF WNL 1013 3420.95 -25.82 08146 BOTTOM OF WNL mI14 3.2097 -20.42 WIN BOTTOM OF WNL 2045 3+2098 A4A2 %t 20 BOTTOM OF WALL 2048 3+18.90 08.42 OB2.50 IFOWERPEDESTAL 107 3+28.98 -14.44 681.20 BOTTOM OF WNL 2018 3+2A.9T 30.M WAS BOTTOM OF WALL 209 3+28.95 36.94 WAS BOTTOM OFWALL 200 3`44.10 35.99 6929 BOTTOM OF WNL 2051 3`43A8 -16.49 60250 POWER PEDESTAL mQ 344.93 -1449 MISS BOTTOMOFWALL 2053 3+37.08 On 860.82 FINISH GRACE 1154 3+3248 -.Ot 881.00 FWSH GRADE 2065 2+85.42 38.79 602.47 STORMINTANE 20% 2474.711 MUD 68258 TELECOM MANHOLE MIT 3`45.0 4.01 680.56 BOTTOM OF WALL 2050 3`4328 2.52 %0.84 PED MALL LIGHT ROLE 2069 3`45.0 20.01 600.83 FINISH GRADE WN 3+14.0 214M 810.05 POWER PEDESTAL 201 3145.59 23.51 %0.75 PEDMA&LLIGHTPOLE Z02 3`45.99 25.01 8%.% FINISH GRADE WN 3+8.0 14.90 600.39 BOTTOM OF WALL 2151 315.11 31.90 68144 BOTTOM OF WAIL 2085 3+]009 21.0 683.12 BOTTCM OF WALL miss 3+39.34 VAV 67885 BOTTOMO WALL MY 3+70.11 31.0 001.11 BOTTOMOFwALL 2088 3+70.14 42.19 %1.00 BOTTOM O WALL WN 3+]8.39 41.17 010.0 BOTTOM OF WALL BASEMENT 1�- POINT STATION I OFFSET ELEVATION DESCRIPTION 2143 30MA1 -0.58 883.82 ELECTRICAL HANDHOLE 2141 3.98.58 -1.81 AS STORM MAN HOLE 2145 H%.0 3.91 018.35 FINISH GRADE 2146 1153.3 8.% Al8I9 FINISH GRADE 2147 4101.7 4820 810.67 STORM MANHOLE 210 41085 INIM 800.68 ELECTRICAL HANDHOE 2149 4bB.n W3 679.48 PED LIGHT POLE 21M 5ro3.50 2281 t GHT POLE 2151 4.8528 ZIA8 .5 WALL 2152 4.73 NI 3286 OFwALL 21W 4.8229 35.8 810.43 PED MALL LIGHT POLE 21M 4.8228 3181 880.0 POWER PEDES] 2155 21M 2157 4.74]4 4185.34 4`44.04 56.51 56.80F 53.91 NQjj BOTDWF L ALL CANOPY COLUMN 2158 4.32.4 5381 810.74 MN 21694+n ON 0 MN 21M 2161 4108.4 3F96M 54.10 54.0 2182 3+14.84 MIT CMAPYCOLUMN 21M 4.25.38 .51.71 810.% RUINER PEDESTAL 21M 3.10 .48 -5.61 879.54 IsCITTONA OF WALL 2185 3.76.94 48.98 60394 POWER PEDESTAL 2188 3.75.99 MYI 680.71 CONTROLLER CABINET 2187 317329 589 880.78 ELECTRICAL HANDHOLE 2108 4.65.30 40.93 800.16 BOTTOM OF WALL 2390 4`47.0 20.76 877.90 TELECOM MANHOLE 2170 4.35.70 41643 881.09 ELECTRICAL KkNDHOLE 2171 4.70.96 44.30 111 TELECOM MANHOLE 2172 4.33.37 -126 678.70 STORM INTAKE 2177 3HII -00.87 III BOTTOM OF WALL 2174 3195.36 -00.98 679.35 BOTTOM OF WALL 21M 4.20.85 AUTO MIN STORMINTAKE 2378 4.29.38 -77.52 880.58 FIRE HYDRANT 2177 3.7894 8233 68]23 11SOTTOMOFSTEP 2118 3.7825 3833 681 & BOTTOM OF STEP 2178 3.78.97 -20.33 68105 BOTTOM OF STEP 2180 3+7899 -1433 600.48 BOTTOM OF STEP 2181 3+86.%1-0.34 68392 IELECTRICAl HANDHOLE I� T � I r .e I genus [ landscape architects ] 325 EAST 5^1 STREET DES MOINES, IA 50309 T 515 284 1010 WWW.GENUS4A.00M ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CITY. AS2240 P 3193387878 CIVIL ENGINEER SHOEMAKER 6 HAAIAND IN HOLIDAY ROAD CORNVILLE, IA 52241 P 319.351.7150 ELECTRICAL 6 TRAFFIC SIGNALIZATION SRF CONSULTING ONE GWLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN SSM7-443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWA CITY IA 52240 P 319333.78M LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE. STE 2DO MINNEAPOLIS, MN 55414 P 612 339 5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA 01 IM11W17 lox DO 02 =30I201T 100x DO 03 1U16a017 WI 0 12MQWIi 10D4CD OS 012`4.718 IND SET BD AC r� CCIEHIPNIBS STAKING PLAN - AREA 2 1100 L112 U _ � _aWOENU � ®ATS--rr- x"111►1 ,w�1 18 FEB 6 f CIT CLE IOF�fA ITY. J PUBLIC LIBRARY 123 S LINN STATION - ELEVATION T� MOB (H -N.75 2150 67828 I 3036 I P3220 I J 678.0 BOTTOM OF WALL 3037 6-32.18 3.63 6TB.W BOTTOM OF WA 3038 6-49.68 3.68 678.93 BOTTOM OF WALL 3G19 6-51.44 IleI 87899 PED MAIL UGHL FOIE 3040 &49.70 4.42 878.0 BOTTOM OF WALL 3361 6-3625 Use 678.32 FINISHGRPDE 042 8-3827 29.96 I® a K �yl�y PA •0 ^P�a®moo^ I� ®',�,46 PA rr11 ®'Y E �p•. I®9'- E ^Y ®"T �,1e ��®'.' '§ rfmY"N^ rte, �A' 1Y- ;rl, I ,dM1 PA ^Y $ r_� I PA PA PA rPA - - _ - - -- vATro ------- - Y A ❑ ❑ ❑ ❑ LJ LEMJ� I 53 BREAD GARDEN MARKET AND BAKERY HOTEL VETR0 A CONFERENCE CEIAER ROAMI •� i25 S UNN 231 S LNN 0.`A 221 E coLLEGE ox6mucraN W CITY FITNESS 344 FLOOR PIMA TOWERS a s tv zv I I I I D POINT STATION OFFSET ELEVATION DESCRIPTION MOB (H -N.75 2150 67828 PED MALL LIGHT POLE 3036 I P3220 4.47 678.0 BOTTOM OF WALL 3037 6-32.18 3.63 6TB.W BOTTOM OF WA 3038 6-49.68 3.68 678.93 BOTTOM OF WALL 3G19 6-51.44 062 87899 PED MAIL UGHL FOIE 3040 &49.70 4.42 878.0 BOTTOM OF WALL 3361 6-3625 Use 678.32 FINISHGRPDE 042 8-3827 29.96 578.02 FINISNGRADE 30" 6367.75 21.43 678.34 PED MALL UGHT POLE 044 6-59.25 22.0 67632 FINISH GRADE 3045 6-50.25 23.99 87832 POWER PEDESTAL 3046 6-59.27 29.90 678.32 FINISHGRADE 3017 6-76.70 4.35 678.59 BOTTOM OF STEP SOS 6-76.69 0.46 678.66 BOTTOM OF STEP 3369 5"68.75 36.15 67826 ART SCULPTURE 3M9 6.78.76 7265 578.32 FINISH GARDE 3361 8-16.7 29.86 67825 FINISH GRADE 3452 SHN.T/ 29.79 67626 FINISH GRADE ONO 6"99.75 2278 678.15 FINISH GRADE 3054 TN125 22.74 671.95 FINISH GRADE 30.65 7-17.27 29]4 078.07 FINISH GRADE 056 6-98.75 23.79 SPLIT POWER PEDESTAL W57 6-80.25 21.32 57826 PEDMALLUGHTFOLE 3050 7-28.75 21.21 677.72 PEP MALL LIGHT POLE 3059 7-39.25 123.6B 677.0 IPCWERPEDESTAI. 080 7-10.25 MAT 677M FINISHGRADE 3061 7-027 29.61 677.0 FINISHGRADE 062 7-57975 22.03 577.OT FINISHGRADE 3083 T" 7'25 22.89 675.93 FINISH GRADE 3994 7-57.77 29.63 mm FINISH GRADE 3065 7"6737 20.0 6TT.OD FINISHGPADE 3066 7-025 23.0 G7696 POWERPEDESTAL 307 7-0.25 21.08 67691 PEO MALL UG POLE 3368 T-0.0 40.0 67867 MATCH METING 3009 7-95.22 0.61 676.42 MATCH EXISTING genus I landscape alchifecfs j 325 EAST 5e" STREET DES MOINES, A 50009 T 515 264 1010 W W W.GENU54AXOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY. A52240 P 319.3387876 CML ENGINEER SHOEMAKER 8 HAA LIO 160 HOLIDAY ROAD CORALVILLE, M 52241 P 319.351.7150 ELECTRICAL 8 TRAFFIC SIONALIEATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 55"74443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE, B IOWA CITY, A 522 P 3193357850 LIGHTING DESIGN SCHULER SHOOK 219 AWN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P 6123393958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M 01 M(MIT TMDD 02 Od3a217 10%DO 03 1d1BaDiT 0 CD M IZa0201T 1003"CD 36 U1IPM2018 BIDSEI ED....a.mP AC ...� CCIEH/PN 188 STAKING PLAN -AREA 3 160" L113 o Try FEl El= 1 LLL ® J I I I ,yam ALLEY (O1 ❑ l LTJ LGJ t — — — — — — — — — --- - = LG I El ASPEN LEAF FROZEN YOGURT 125 S DUBUQUE MATCHLINE SEE SHEET L115 7 o�c ILED 071 7 ALLEY 2018 B 16 PN I: 22 — - — — — • — — — ITY CLERK TWA CITY. lawA / FIELD HOUSE 1105 oU8000E I I I o I I o - I genus [ landscape architect J 325 EAST STM STREET DES MOINES. a 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 FAST COLLEGE STREET, STE. 30.7 IOWA CITY, A52240 P 319.3387878 CML ENGINEER SHOEMAKER 8 HA41MD 160 HOLIDAY ROAD CORALVILLE, A M41 P 319.351.7150 ELECTRICAL& TRAFRC SIGNALIiATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 193 MINNEAPOLIS, MN 559474443 P763.475.0010 STRUCTURAL ENWNEER RAKER RHODES ENGINEERING IM E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319333.78% LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5956 PEDESTRIAN MA -L IMPROVEMENTS IOWA CITY, N 01 W:.7.17 M% DO 02 0513012017 10096 DO 03 10.1&2017 MCD 04 l=KV2017 ll0 GO DS ot/2WPo10 BID SET ED ^ AC =EH/MISS STAKING PLAN - AREA 4 16034 L114 Dc -6 1243 DUBUQUE yhlt' r a e b o 4`T I 0 I I PA I I PA:: 1 1pA I � UIHEpLTHCgRE pq 4 1305 DUBUQUE I 1 I I I I I �pT I 1 I I I I o I MERGE 138 B DUBUQUE — — — — I I e � AMTCHLWE, BEE SWEET—L1 genus [ landscape architect J 325 EAST STM STREET DES MOINES. a 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 FAST COLLEGE STREET, STE. 30.7 IOWA CITY, A52240 P 319.3387878 CML ENGINEER SHOEMAKER 8 HA41MD 160 HOLIDAY ROAD CORALVILLE, A M41 P 319.351.7150 ELECTRICAL& TRAFRC SIGNALIiATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 193 MINNEAPOLIS, MN 559474443 P763.475.0010 STRUCTURAL ENWNEER RAKER RHODES ENGINEERING IM E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319333.78% LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5956 PEDESTRIAN MA -L IMPROVEMENTS IOWA CITY, N 01 W:.7.17 M% DO 02 0513012017 10096 DO 03 10.1&2017 MCD 04 l=KV2017 ll0 GO DS ot/2WPo10 BID SET ED ^ AC =EH/MISS STAKING PLAN - AREA 4 16034 L114 ISII �� I I IRA O C�siYI� ILJ Ae SNAOE CANOPY l,e I C aej II r® -----JLCJJ PA LLJ� ,I °I BU22-SALON 201 SDUBUOUE MATQHLINE, SEE SHEET L114 SOW 12+85. % 01I20R017 To%DD BOTTOM OF WALL NIP 12+95 1 1 BOTTOM OF WALL j j 12+93.18 I I PA �A• I 1dtGO sill, 18.24 681.03IRE I 5004 SOW 5006 I 3. 10 0. .T • 3 681 T9 NIBH GRADE ORMMANHOLE FINISH GRADE SOOT HERTEEN BSTOCKER JEWELRY 101 SDUSUOUE A.0 PED MALL LIGHT POLE BOOB 13+0527 13+0025 PA a BOTTOM OF WALL BOTTOM OF W13+1 POWERPEDESTAL13+1 .50 80210 BOTTOM OF WALL 13+16.75 14.00 602.02 BOTTOM OF WALL 13+1.93 r•P � I PEDMALLUGHTPOLE 13+00.70 I I I I © I I I I I 13+06.68 -2638 88234 BOTTOM OF WALL I I I PA I I I 02.50 I 13+08.57 -2438 I POWER PEDESTAL I I I 4.42 TEN THOU SAND DUBUQUE tO53DUB000E BOTTOM OF WALL I oe 41" MIN BOTTOM OF WALL 13+%.45 _I 89.1 PED MALL LIGHT POLE -26.44 mm r'39-------mej 0022 13+4.20 -12.45 6829! BOTTOM OF WALL W23 13+4.17 -26.45 80294 BOTTOM OF WALL I 13+0.65 I I POWER PEDESTAL 5035 13+6120 m I m PEO MALL LIGHT POLE 0028 I I Le I TEXTILES--�a-� 1095 DUBUQUE BOTTOM OF WALL 5027 PA +Y °� -p ----J r+IT 5028 13+38.51 II 682.38 I 029 13+36.75 ♦ �.P I BOTTOM OF WALL 5000 13*%.77 26.57 682.33 BOTTOM OF WALL W31 PA41 r MEN POWER PEDESTAL On l, 14.0 MAI BOTTOM OF WALL 5033 I 26.0 802.13 BOTTOM OF WALL DOM 13+25.1 39.04 80324 BOTTOM OF WALL 509 FORBIDDEN PLANET 1118DUBUOUE 57.37 60226 133-00 c �® 0 59.92 60224 BOTTOM OF WNL 5007 29 39.79 BR.W BOTTOMOFWALL 5008 33 00.88 `� + ROOT PRETTY 11550UBU0UE 0039 40 57.33 PA POWER PEDESTAL 510 ° 79.82 - - - BOTTOM OF WNL 511 - - 79.76 12.76 BOTTOM OF WNL 5042 .21 113�.l TI 682.81 FINISHGRADE 5043 24 98.42 MOAT FINISH GRADE O C�siYI� ILJ Ae SNAOE CANOPY l,e I C aej II r® -----JLCJJ PA LLJ� ,I °I BU22-SALON 201 SDUBUOUE MATQHLINE, SEE SHEET L114 SOW 12+85. % 01I20R017 To%DD BOTTOM OF WALL NIP 12+95 1 1 BOTTOM OF WALL 5002 12+93.18 -21.% 0322 POWER PEDESTAL NOS 13+0128 18.24 681.03IRE HYDRANT 5004 SOW 5006 12+88.35 3. 10 0. .T • 3 681 T9 NIBH GRADE ORMMANHOLE FINISH GRADE SOOT 13+03.51 A.0 PED MALL LIGHT POLE BOOB 13+0527 13+0025 6 SMI BOTTOM OF WALL BOTTOM OF W13+1 POWERPEDESTAL13+1 .50 80210 BOTTOM OF WALL 13+16.75 14.00 602.02 BOTTOM OF WALL 13+1.93 -21.% 68227 PEDMALLUGHTPOLE 13+00.70 -14.38 882.23 BOTTOM OF WNL I 13+06.68 -2638 88234 BOTTOM OF WALL 13+23.70 -1942 02.50 BOTTOM OF WALL 13+08.57 -2438 683.85 POWER PEDESTAL 13+2172 4.42 682.4 BOTTOM OF WALL 13+%.1'1 41" MIN BOTTOM OF WALL 13+%.45 -10.00 89.1 PED MALL LIGHT POLE 13+36.67 -26.44 mm BOTTOM OF WALL 0022 13+4.20 -12.45 6829! BOTTOM OF WALL W23 13+4.17 -26.45 80294 BOTTOM OF WALL 5024 13+0.65 97.51 684.54 POWER PEDESTAL 5035 13+6120 -10.73 W2.92 PEO MALL LIGHT POLE 0028 13+7820 42.52 683.10 BOTTOM OF WALL 5027 13+78.18 -28.51 883.1 BOTTOMOFWALL 5028 13+38.51 W.W 682.38 PED MALL LIGHT POLE 029 13+36.75 14.57 682.1 BOTTOM OF WALL 5000 13*%.77 26.57 682.33 BOTTOM OF WALL W31 13+34.75 16.57 MEN POWER PEDESTAL On 13+23.75 14.0 MAI BOTTOM OF WALL 5033 13+731T 26.0 802.13 BOTTOM OF WALL DOM 13+25.1 39.04 80324 BOTTOM OF WALL 509 13+28.0 57.37 60226 POWER PEDESTAL 50% 0 59.92 60224 BOTTOM OF WNL 5007 29 39.79 BR.W BOTTOMOFWALL 5008 33 00.88 12.70 BOTTOMOFWALL 0039 40 57.33 12.74 POWER PEDESTAL 510 62 79.82 BB2.% BOTTOM OF WNL 511 12 79.76 12.76 BOTTOM OF WNL 5042 .21 113�.l TI 682.81 FINISHGRADE 5043 24 98.42 MOAT FINISH GRADE 5044 24 1.1 68108 POWER PEDESTAL 515 .46 97.10 683.11 FINISH GRADE 5048 .45 82.35 682.78 FINISH GRADE OAT .71 8199 682.81 PED MALL LIGHT POLE W40 .39 %.51 683.1 ISIDEDOMOFWALL WAR 0085.0 93.51 883.29 BOTTOM OF WALL ON 13+67A1 97.50 81.1 POWER PEDESTAL 5001 14+03.84 %." 683.25 BOTTOM OF WALL 5052 14+0197 81.16 03.11 PED MNL LIGHT POLE ROSS 14+03.62 no 89.10 BOTTOM OF WALL 001 14-1687 79.3 13.26 BOTTOM OF WALL 501 II WAY 8925 SOTFOMOFWALL W% 14NT33 WT5 WAS BOTTOM OF WALL SOST 1415.33 59.71 603.15 BOTTOMOFWALL SON 14+17.29 39.67 89.63 BOTTOM OF WALL NO 14+0028 39.89 603.45 BOTTOM OF WALL ON 14+15.30 41.61' 6%.1 POWER PEDESTAL Will 14+0538 WAS IMAS FINISH GRADE Beta 14-1728 %.41 683.82 FINISH GRADE 5000 li4b 14.0.5 13.49 FINISH GRADE W54 14+17.23 14.42 93.69 FINISH GRADE 5065 1416.76 20.42 93.68 PED MALL LIGHT POLE 5006 13+97.25 14.46 09.32 FINISH GRADE SWT 13+9727 26.8 683.% FINISH GRADE MISS 13+0527 28.4 03.13 FINISHGRADE 069 13+85.25 14.4 61 FINISH GRADE W70 13+978 20.0 W3.12 PED MALE LIGHT POLE W71 14+1720 42.1 WAT BOTPOM0FVI 5072 14+17.17 36.58 9430 BOTTOMOFWALL 073 14+15.18 44.1 8927 POWER PEDESTAL 5%4 14+0120 -10.80 wLRT PED MALL LIGHT POLE 5075 1417.33 885.1 POWER PEDESTAL 5076 13+68.20 1328 BOTTOM OF WALL 5077 13+9.17 68312 BOTTOM OF WALL W78 13.71.31 683.32 CANOPY COLUMN On 13+03.31 683.32 CANOPY COLUMN NO 13+85.31 Men CANOPY COLUMN 5081 14+18.70 R-12MM211 58187 PED MALL LIGHT POLE WIG 13+17.62 02.12 STORM INTAKE 5083 13+19.25 12.00 STORM INTAKE 501 13+70.08 89.88 ELECTRICALHANDHOLE sm 13+NA3 682.79 STORM INTAKE Wes 14-98.31 60295 STORM INTAKE SORT 14+18.00 1.93 IM21 ELECTRICAL HANDHOLE NO 14+36.1 MATCH EXISTING W89 14+%.51 MATCH EXISTING ON 14+26.1 AS PATCHEKIBTING W91 14 MISS .41 MATCH EXISTING 0092 13+48.18 .5 M-24.0wx POWERPEDESTAL 5093 14+05.62 .1 POWER PEDESTAL W94 13+21.% .14 ELECTRICAL HANWOLE 5085 13+87.10 27 POWER PEDESTAL genus [ landscape architects ] 325 EAST 5TM STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACITY, A52240 P 319.3357578 CIVIL ENGINEER SHOEMAKER S HAALAND 160 HOLIDAY ROAD CDRNVILLE. A 52241 P 319.351.7150 ELECTRICAL S TRAFFIC SIGKNPATION SRFCONSULTNG ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 55447443 P 763475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. S IOWA CITY, A52240 P 319.333.785D LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET BE, STE. 200 MINNEAPOLIS, MN 55114 P 512339.5955 PEDESTRIAN MAL IMPROVEMENTS IOVIACITY,A __ �w:&_ 01 01I20R017 To%DD 02 +003+2017 lW%DO 03 1N1&2o17 50%00 1 12802017 IM%CD W 0112MM18 BIDSET RD ACS CCI EH I PN I SS STAKING PLAN - AREA 5 L115 —CONBTT=— LIMNS —L—F I E— = e PA b MATERULLS SCHEDULE KEY DESCRIPTION NOTES (TELECOM) SEE DETAIL 5M1.500 44 ®HANOVERTRADITIONALPRESTBRICKI UNITPAVERA RUSSET BLEND I NATURAL FINISH l 3113' (TELECOM) SEE DETAIL BA500 BEVEL I BOM 4'X1' HANDRAILS SEE DETAIL 2kS TRADITIONAL PREST BRICK ®HANOVER UNITPAVERB CHARCOAL I NATURAL FINISH I&UP STORY WALL SEE SHEET 1.4028 L4W BEVELIBCM4'XW LIMESTONE BENCH ME DETAIL I&502 TRADITIONAL PREST BRICK ®HANOVER IJNITPAVERC NATURALCHARCOALBLENDINATURAL INTAKE TCB FINISH 1116' BEVEL I BCM 4'X1' AREA SEE DETAIL 211-400 TRADITIONAL PREST BRICKI ®HANOVER UNR PAVERp LIMESTONE GRAY/NATURAL FINISH/ REN DRAIN SEE DETAIL 54110 316' BEVEL I SCM 4'X8' AT STAGE SEE DETAIL IM -501 TRADITIONAL PREST BRICK ®HANOVER UNITFAVERE RUSSET BLEND I NATURAL FINISH I& IV IMPROVEMENTS 2018FEB 16 PM BEVEL I SCM 4'X1' SALVAGED LIMESTONEART SEESHEETLAI TRADITIONAL PREST BRICK ©HANOVER /MIT PAVERF NATURAL CHARCOAL BLEND I NATURAL HAND AT MR }>{,S' Ihvv���fjl p�',I FINISH 13110' BEVEL BCM HFI(16' PAVERS WEDETAILW10 TRADITIONAL PREST BRICK ®HANOVER UNIT PAVE0.O RUSSET BLENDINATURAL FINISH I&IF AT UNIT PAVERS yEE DETAIL 81410 BEVEL/BCM JJ6X I, �11�,J,, I,b 2$ I rv. 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SEE ALIA FOR UPTIGHT FIXTURE SPECS Q IN -GRADE INSTALL PER MFR. SEE ALTA FOR UP{IGHT FLCTURESPECS QINi3RADE STORY SEE DETAIL 94503 WALL UP-UGHT CIPUP{GNTAT NO PUBLICART SEE DETAIL MUG FOOTIN Oo KMNK SEE DETAIL VU!07 e1 PCC EDGE AT SEE OETAR 1811501 QDRINKING FOUNTAIN SEE DEFAIL I0.500 Qo PET AREA SEE DETAIL 44505 NEENAH FOUNDRY 21'X24' QDETECTABLE WARNING RATE 4904'240 PAINTED BRICK RED FOUNTAIN LASTIRON 0 PO FER PEDESTAL SEE SHEEP ESIIT QSLEEVED A SEE DETAIL 313502 AND 0514 FOR GRAIN Q POWER PEDESTALWKS SEE SHEET E9117 OPUBLIC ART SEE DETAIL 115502 FOOTING Qv TRAFFIC SIGNAL SEE N SHEETS Qw LIBRARY SIGN SEE DETAIL MI106 OPAVERGRATE SYSTEM 8EE DETAl1.5&505 0 NKEPACKTYPEA SEE DETAIL M5OT Qz BIKE RACKNPEB 9EE DETAIL SWNa 1. SEE W11G013 FOR LIMESTONE WALL SCHEDL&E. 2. SEE GOA UMESTONE FOR LIMESTONE BENCH SCHEDULE. 3. SEE L131 -L135 JOINTING RAN FOR PAVEMENT TYPES AND PCCJOINTING. 4. SEE LAW FOR PAVING PATTERN DETAIL. Qi OUTDOOR PWA BYcW e1 PCC EDGE AT SEE OETAR 1811501 SHARE PAM cQi ADPARKING SEEDETAIL54507 Ot STOP SIGN SEE DETAIL MLW7 FOUNTAIN EW IPMENT WITH FDIC PAD (SEE DETAIL EW IPMENT VAULT 2/.501. NEW WATER SERVICE, SEE 0111 QSLEEVED ATK)Na SEE DETAIL 313502 AND 0514 FOR GRAIN FOPENTiN OTIG TI EINVERTEIEVATIONS genus [landscape architects ] 325 EAST 5- STREET DES MOINES. W 50309 T 515 284 1010 W W W.GENUS- A.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 30.1 IOWA CITY A52240 P 3193307070 CIVIL ENGINEER SHOEMAKER RHAAIANO 160 HOLIDAY ROAD CORALVILLE A52241 P 319.351.7150 ELECTRICAL 6 TRAFFIC SIGNALIZATN)N SRF CONSULTING ONE CARISON PARKWAY NORTH, STE 150 1 EAPOUS,MN 554474443 --0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, A 52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55414 `61233,5951 PEDESTRIAN MALL IWROMBIENTS OWACRY•A 01 O4282017 TM DD 02 0&302%7 IW%DO 03 Ia16201T W%Co 04 I2IZd HT I00%CO OS 0U264318 GID SET BD ^� ACS CCIEHIPNISS MATERIALS PLAN - AREA 1 IRO% L121 u�j I w Wz � Va I ma LLm I pm BROTHER'S 1253 DUBUQUE PIAZACENTRE 125 S DUBUQUE THE UNION BAR 121 E COLLEGE D 5' 10' MATERIALS SCHEDULE KEY DESCRIPTION NOTES (TELECOM) SEE DETAIL 5/1-608 PREST BRICK ®HANOVERTRAOITIONA1- UNITPAVERA RUSSET BLEND/ NATURAL FINISH IWIB' (TELECOM) SEE DETAIL 511-508 BEVEL SCM 4'X51 HANDRAILS SEE DETAIL VLW2 TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERS CHARCOAL I NATURAL FINISH /XlW STORY WALL SEE SHEET 1-402&1-403 BEVEL BOM 4518" LIMESTONEBENCH SEEDETaL1IL502 TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERC NATURAL CHARCOAL BLEND I NATURAL INTAKE THEW PAVERS I COLOR BUCK FINISH / W10i' BEVEL/ BCM 4'X8' LARGEAMk SEE DETAIL VL406 TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERD LIMESTONE GRAY I NATURAL FINISH/ PCC SAND SEE DETAIL 5/1-410 WISE BEVEL BOM 47X8' �F'HGRAIN SEE DETAIL 1511-501 TRADITIONAL PREST BRICK ®HANOVER UNITPAVERE RUSSET BLEND I NATURAL FINISH I TW IMPROVEMENTS SEE DETAIL B1501 BEVEL I5CM 4'X8' SALVAGED LIMESTONE ART SEESHEETUKH HANOVER TRADITION4 PREST BRICK 0 UNITPAVERF NATURAL CHARCOAL BLEI NATURAL DATUNIT SEE DETAIL M,D0 FINISH I WIF BEVEL BCM 1ND 6'X16' V� ADAPTERS. SEE DETAIL 11IL5D3 14fATRAISED ®HANOVERTRADITRTNLLPRESTBRICK/ UNIT PAVERG RUSSET BLEND I NATURAL FINISH/3116' UNIT PAVERS /CENTERARMICFAVER BEVELIBCM 169(16' UP -LIGHT TYPE QINGRADESTORY ®HANDHOLE (TRAFFIC) SEE DETAIL 1-.508 WALL UPTIGHT HRNOHOLE TYPE El to (ELECTRICAL) '- DETAIL 21-506 PUBUCNtT HANDHOLE TYPE 1c (ELECTRICAL) SEE DETAIL 301506 TYPED 10 NDFIOLE SEE DETAIL 4/1-506 MARTINIS 12T E COLLEGE ALLEY O HANDHOLE TYPE SEE DETAIL IXLS01 16 (TELECOM) SEE DETAIL 5/1-608 1> PCCCURBTYPEC SEE DETAIL 1ML501 QMANHOLETYPEA (TELECOM) SEE DETAIL 511-508 QLIMESTONE HANDRAILS SEE DETAIL VLW2 15 PUNTER WALL SEE DETAIL KM 0 STORY WALL SEE SHEET 1-402&1-403 Q LIMESTONEBENCH SEEDETaL1IL502 OSMALLMEA GRANIRTSTEPAT WE DETAIL 16S501 OPOWER INTAKE THEW PAVERS I COLOR BUCK 14 LARGEAMk SEE DETAIL VL406 Q INTAK SEE DETAIL I TIL501 QRAISED PCC SAND SEE DETAIL 5/1-410 Q �F'HGRAIN SEE DETAIL 1511-501 QWEATHER > DANCE FOUNTAIN SEE SHEET 1-401 Q IMPROVEMENTS SEE DETAIL B1501 Q SALVAGED LIMESTONE ART SEESHEETUKH Q WALL IN ELL T2"WOODSEATI 0APP DATUNIT SEE DETAIL M,D0 QSTAKE V� ADAPTERS. SEE DETAIL 11IL5D3 14fATRAISED PCC BAND SEE DETAIL84410 QS UNIT PAVERS /CENTERARMICFAVER ALLEY O PCC CURB TYPE SEE DETAIL IXLS01 Q PCC CURB TYPE B SEE DETAIL 13-501 1> PCCCURBTYPEC SEE DETAIL 1ML501 QD PCCSTAIRAND RUMOR I TABLE TB I SUB FLOOR I4 HANDRAILS SEE SHEET 15S4 15 PCGSTEP SEE DETAIL KM Q TERRACE SEATING SEE SHEET 1-407 14 ATMF SEEDETAIL3ILA06 1T GRANIRTSTEPAT SEE DETAIL 51-406 OPOWER MERGEENTRY THEW PAVERS I COLOR BUCK 14 GRANITESTEPAT SEE DETAIL VL406 Q ICPL ENTRY STATION PROVIDED BY CITY, QRAISED PCC SAND SEE DETAIL 5/1-410 Q AT STAGE SHEET ALI.I FOR SPECS AND Qw UNIT PAVER DETAIL 2/5502 FOR FOOTING DETAIL Q EDGING AT SEE DETAIL B1501 PUNITING AREA DETAIL 2/5502 FOR FORTING Q BIKENACK TYPEA IN ELL T2"WOODSEATI O BENCHTYPEA CENTER=I4PAVER QSTAKE MOUNTED ADAPTERS. SEE DETAIL 11IL5D3 UP -LIGHT NEOLIVANO BY BACKED I.. QS BENCH TYPE /CENTERARMICFAVER UP -LIGHT ADAPTERS, SEE DETAIL 1/1-503 QOKIOSK OUTDOOR PIANO NEOU AND 118'BACNEDI WOODITWO Q0 BENCH TYPE INTERMEDIATE ARMS/ 4"PAVER FOUNTAIN ADAPTERS. SEE 11/1-503 QD PETAREA RUMOR I TABLE TB I SUB FLOOR Qo TABLE TYPE SUPPORT/IPE/ COLOR: BLACK. IN3TALL Q DETECTABLE PER MANUFACTURER Q SCREEN SEE SHEET 1-407 Q POWER PEDESTAL SCARBOROUGHISIDEOPENING/30GAL LITTER I VERTICAL STRAP I SURFACE MOUNT OPOWER RECEPTACLE THEW PAVERS I COLOR BUCK TYPES BIGBELLY & SMARTBELLY DOUBLE Q BIGBELLY STATION STATION PROVIDED BY CITY, FOOTING CONTRACTOR TO INSTALL Q ROADWAY LIGHT SHEET ALI.I FOR SPECS AND Qw LIBRARY SIGN DETAIL 2/5502 FOR FOOTING DETAIL OPEDESTRIAN LIGHT SEE SHEET A-1.1 FOR SPECS AND POLE DETAIL 2/5502 FOR FORTING Q BIKENACK TYPEA SEE SHEET ALTA FOR SPECS AND Qi ME LIGHT POLE DETAIL XS502 FOR FOOTI NG QSTAKE MOUNTED INSTALL PER MFR. SEE ALTA FOR UP -LIGHT FKTURE SPECS QINGRADE INSTALL PER MFR. SEE AL1.1 FOR UP -LIGHT FIXTURE SPECS QINGRADESTORY SEE DETAIL WI WALL UPTIGHT -503 CIP UP -LIGHT AT Qx PUBUCNtT SEE DETAIL Til-503 FODTNG QOKIOSK OUTDOOR PIANO SLF DFTAIL VL507 ODRINKING SEE DETAIL 101.503 FOUNTAIN QD PETAREA SEE DETAIL 4ILS05 METESTOP NEENAH FOUNDRY 2VXZV Q DETECTABLE 4980.240 PAINTED BRICK RED WARNING PLATE CAST IRON Q POWER PEDESTAL SEESHEETES117 TYPEA 2/1-501 . NEW WATER SERVICE. SEE 0111 OPOWER PEDESTAL SEE SHEET E 5117 TYPES TILE INVERT ELEVATIONS OPUBLIC ART SEE DETAIL 115502 FOOTING Qv TRAFFIC SIGNAL SEE N SHEETS Qw LIBRARY SIGN SEE DETAIL 64406 QPAVERGBATE SEE DETAIL 511505 SYSTEM Q BIKENACK TYPEA SEE DETAIL .3 Qz BIKERACKTYPEB SEEDETAILXL503 / EA 1fiE PATIO L I'm CONSTRUCTION NOTES 1. SEE G011GO13 FOR LIMESTONE WALL SCHEDULE 2. WE 6014 LIMESTONE FOR LIMESTONE BENCH SCHEDULE. 3. SEE L131-LIM JOINTING PLAN FOR PAVEMENT TYPES AND FCC JOINTING. 4. SEE L405 FOR PAVING PATTERN DETAIL. O OUTDOOR PIANO BYCITY OPCCEOGEAT SEE DETAIL I80-501 SHARE PATIO ct AGAR WING SEE DETAIL 5'L50T METESTOP SIGN SEE DETAIL 611_507 �REINSTMUL SALVAGED ENCLOSURE O FOUNTAIN EQUIPMENT WITH PCC PAD (SEE DETAIL EGUIPMENT VAULT 2/1-501 . NEW WATER SERVICE. SEE 0111 Ft SLEEVED PENETRATION SEEDETAILW5502ANDC514FORDRAIN FOOTING TILE INVERT ELEVATIONS genus [ landscape architects ] 325 EAST 51- STREET DES MOINES, W 50309 T 515 284 1010 W W W.GENUS-U.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 333 IOWACf1Y,A5V40 P 319.3387878 CIVIL ENGINEER SHOEMAKER B HALLANG 160 HOLIDAY ROAD CORALVILLE, IA 52241 P 3193511150 ELECTRICAL& TRAFFIC SIGNALITATION SRF CONSULTING ONE WILSON PARKWAY NORTH, STE. 150 MGINEAPDUS, MN 554474 P 163.415.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, A52240 P 319.333.1&50 UGHTING DESIGN SCHULER SHOOK 219 MAN STREET BE, STE 200 MINNFAPOLIS,MN55414 P612.339.5958 PEDESTRIAN MAL IMPROVEMENTS IOWA CITY, A 01 04202017 70%00 02 0X302017 10 DD 03 1W 84NDT 50% CD N 1Y 011 IN%CD BE 012X2016 BID SET CCI EHIPN/SS MATERIALS PLAN - AREA 2 16034 L122 PA h I�� N�Is APL PL%o-eFSaxB �8® i �§FF4r a®�_%R ULA p uwv x'vxN.-uY3r a9 a nz£1 _ _ IA�I Mimi BREAD GARDEN MARKET AND BAKERY 225 S LINN G ACITYRTNESS3W FLOOR PLAZA TOWERS 0 11 10 wY MATERIALS SCHEDULE KEY DESCRIPTION NOTES �E� ;IYPEE SEEDETAILSIL508 TRADITIONAL PREST BRICK/ ®HANOVER UNITPAVERA RUSSET BLEND I NATURAL FINISH l 3116' �EHgOLE SEE DETAIL 82506 BEVEL BCM 4"X8" HANDRAILS SEE DETAIL 2A502 TRADITIONAL PREST BRICK ®HANOVER UNITPAVERB CHARCOAL I NATURAL FINISH/3/18' STORY WALL SEE SHEET LK26 L403 BEVEL/SCIACM- LIMESTONEBENCH SEE DETAIL LL502 TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERC NATURAL CHARCOAL BLEND I NATURAL MCA AKE THRU PAVERSI COLOR BLACK FINISH I NIT BEVEL) BCM 4'Xr LARGE A SEE DETAIL W HANOVER TRADITIONAL PREST BRICKI ® UNIT PAVERD LIMESTONE GRAY I NATURAL FINISH PGC BAND SFEDETAIL5M10 3116.8EVEL/BCM470D (TRENCH SEE DETAIL 151-501 TRADITIONAL PREST BRICK ©HANOVER UNIT PAVERE RUSSET BLEND I NATURAL FINISH/W16- IMPROVEMENTS SEE DETAIL 52501 BEVEL JSCM 4'XW SALVAGED LIMESTONEART BEE SHEET LKt HANOVER TRADITIONAL PREST BRICK Q UNITPAVERF NATURAL CHARCOALBLEND I NATURAL PCC BAND AT UNIT SUDUAILWL410 FINISH I &16' BEVEL I BCM 18'X18' PAVERS ADAPTERS, SEE DETAIL 1111503 TRADITIONAL PREST BRICK/ ®HANOVER UNIT PAVERG RUSSET BLENDINATURAL FINISH I WIV NR PAVERS AT UNIT=. ICENTERARMICPAVER BEVEL I SCM 18'X18" UP -LIGHT ADAPTERS. SEE DETAIL 1111503 QIN- M QHANDHOLETYPEA (TRAFFIC) SEE DETAIL 12506 ,B HANDHOLE TYPEB SEE DETAIL 2/1508 CIP UP2IGHT AT EELECTRC ) nQ PUBUC ART ELLELILTYPE C ,c (ERIIcA SEE DETAIL WL506 HANDHOUE TYPED ,D (IIVFFIC) SEE DETAIL ML506 I GARDEN FILED i 2O1�FE�t 4s 104�'A F 1 2 PUBLIC UBRARY ^ ji L406 L4D5 123 S LINN M GARDEN ' „ r(n Y V a >v PA .'#. T I fi T 1 ST Pq-12 ST `� / PA ® PA { Qp'.� D PA - — IF .T. 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T I fi T 1 ST Pq-12 ST `� / PA ® PA { Qp'.� D PA - — IF .T. Ex 1 r VENT , a HOTEL VETROB CONFERENCE CENTER FORMpSA 1-0) y 22, S LINN 1:aN$TRDC11ON 221 ECOLLEGE RS U PCCCURBTYPEA SEE DETAIL1WL50I 0 PCC CURB TYPES SEE DETAIL 13A501 n PCO CURB TYPE SEE DETAIL I4)L501 QO PETAREA DUMOR I TABLE TB I SUB FLOOR QPOCSTAIRAND HANDRAILS SEE SHEET L5o4 u PCC STEP SEEDETAILM-501 QE TERRACE SEATING SEE SHEET L40T to AT WDF SEE DETAIL WL406 11 GRANITESTEPAT SEE DETAIL WKS QPOWER MERGE ENTRY THRU PAVERSI COLOR BLACK 14 GRANITE STEP AT SEE DETAIL W Q ICK ENTRY -K$ QRAISED PGC BAND SFEDETAIL5M10 QH AT STAGE SEE SHEET ALI.I FOR SPECS AND QW UNIT PAVER DETAIL WSW2 FOR FOOTING ® EDGING AT SEE DETAIL 52501 OPEDESTRIAN PLANRNGAREA DETAIL WSM2FOR FOOTING ID RIM BIKE RACK TYPE PLIUNWELL Tr WOO13 SEAT O BENCH TYPE CENTER ARM 14' PAVER QSTAKE MOUNTED ADAPTERS, SEE DETAIL 1111503 UPLGHT NEOLIVIANO69 CKEDIW SQ BENCH TYPE ICENTERARMICPAVER UP -LIGHT ADAPTERS. SEE DETAIL 1111503 Oo WORK NEOLI'ANO118-BAGItgU O I Qc BENCH TYPE INTERMEDIATE ARMS/4-PAVER FOUNTAIN ADAPTERS SEE 1IlUKe QO PETAREA DUMOR I TABLE TB I SUB FLOOR QD TABLE TYPE SUPPORT I IPE I COLOR BLACK, INSTALL �i DETECTABLE PER MANUFACTURER QE SCREEN SEE SHEET L40T Q POWER PEDESTAL I SIDE OPENING/ W GAL 0 LITTSCARBOROUGH /VERTICAL STRAP/SURFACE MOUNT QPOWER ECER RECE� PGLf THRU PAVERSI COLOR BLACK TYPES BIGBELLY 8 SM NRTBELLY DOUBLE Q BIGBELYSTATION STATION PROVIDED BY CITY, QPUBLIC FOOTING CONTRACTOR TO INSTALL QH ROADWAY LIGHT SEE SHEET ALI.I FOR SPECS AND QW LIBRARY SIGN DETAIL WSW2 FOR FOOTING O LIGHT SEE SHEET ALI.I FOR SPECSAND OPEDESTRIAN POLE DETAIL WSM2FOR FOOTING ID RIM BIKE RACK TYPE SIESHESTALI.I FORSPECSAND Q WIDE LIGHT POLE DETAIL WS502 FOR FOOTING QSTAKE MOUNTED INSTALL PER MFR SEE AL1.1 FOR UPLGHT FIXTURE SPECS QIN -GRAM INSTALL PER MFR SEE AL1.1 FOR UP -LIGHT FRTURE SPECS QIN- M STORY SEE DETAIL 9AS03 WALL UPTIGHT LUp CIP UP2IGHT AT nQ PUBUC ART SEE DETAIL TA503 TING Oo WORK SEE DETAIL WL50T QDRINKING PCCEDGEAT SEE DETAIL 10/1503 FOUNTAIN QO PETAREA SEE DETAIL W5 NEENAH FOUNDRY 24'X24' �i DETECTABLE 4984-24O PAINTED BRICK RED WARNING PLATE CAST IRON Q POWER PEDESTAL SEE SHEET ESI IT TYPEA NMI NEWWATERSERVICE. BEECIit QPOWER PEDESTAL SEESHEETE511T TYPES TRE IO INVERT ELEVATIONS ART QPUBLIC FOOTING SEE DETAIL 18502 Ov TRAFFIC SIGNAL SEEN SHEETS QW LIBRARY SIGN SEEDETAILSIL408 O AVER -GRATE SEE DETAIL 5/1505 SYSTEM ID RIM BIKE RACK TYPE SEE DETAIL 611503 QZ BIKE RACK TYPE B SEE DETAIL 82503 CONSTRUCTION NOTES 1. SEE GOt 111019 FOR LIMESTONE WALL SCHEDULE. 2, SEE M14 LIMESTONE FOR LIMESTONE BENCH SCHEDULE. 3. SEE L131 -L135 JOINTING PLAN FOR PAVEMENT TYPES AND PCC JOINTING. 4. SEE L405 FOR PAVING PATTERN DETAIL. Qi OVTDOORPLANO BY CITY PCCEDGEAT SEE DETAIL ISkM1 SHARE PATIO Q ADAPARKING SEE DETAIL 441507 �i STOP SIGN SEE DETAIL SIL507 VA Sf FOUNTAIN EQUIPMENT WITH PCC PAD (SEE DETAIL EOUIPMENTVAULT NMI NEWWATERSERVICE. BEECIit PI SLEEVED FENEIRATK)N� SEEDETAILWS502ANDC514FORDRAIN FOOTING TRE IO INVERT ELEVATIONS genus [ landscape architects ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMNNN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, W 52240 P 319.3M787B CIVIL ENGINEER SHOEMAKER 6 HAAlAND 160 HOLIDAY ROAD CORALVIUE, N 52241 P319.351,7150 ELECTRICAL 6 TRAFFIC SIGNALRATION SRFCONSULTING ONECARLSONPARKWAYNORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475210 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, K 522 P 319333.78W LIGHTING RESIGN SCHUIER SHOOK 219 MAN STREET SE STE. 200 MINNEAPOLIS, MN 55414 P642.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M 01 OM2W201T 10% DD 02 M30R017 IN%DO 03 1WIM017 57% DO 09 1255MM1T 100%CD OS o1RD2010 BIDSET BD ` AC �m CCI EH/PN/SS MATERIALS PLAN - AREA 3 18034 L123 0,6 10 20' I I I I(�) MATERIALS SCHEDULE KEY DESCRIPTION NOTES TELECOM) SEE DETAIL 5/L506 PRESTBRICKI ®H4NOVERTRADITIONAL UNIT PAVERA RUSSET BLEND I NATURAL FINISH 13116' (TELECOM) SEE DETAIL 822 BEVEL/8CM4•Xs. SEEDETAILVI502 TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERB CHARCOAL I NATURAL FINISH I WI6• STORY WALL SEE SHEET LW2&L403 BEVEL/BCM PXB• LIMESTONE BENCH SEE DETAIL 1IL502 TRADITIONAL PREST BRICKI ®HANOVER UNIT PAVERC NATURAL CHARCOAL BLENDI NATURAL INTAKE _ — �NEOLrvIANp FINISH 13116• BEVEL I SCM 47X6• AREA TRADITIO PREST BRICK/ ®HANOVER UNIT PAVERD LIMESTONE GRAY I NATURAL FINISH/ TREQ NCH DRAIN KIOSK WIT BEVEL I WM 4'X6' [W SEE DETAIL 1511501 TRADITIONAL PREST BRICK ®HANOVER UNITPAVERE RUSSET BLEND I NATURAL FINISH/WIT IMPROVEMENTS DUMORITABLE 701 SUB FLOOR SUPPORT/IPE/COLOR: BLACK. INSTALL BEVELl5CM4'XW UMESTNEART SEE SHEET L401 HANOVER TRADITIONAL PREST BRICK FF UNITPAVERF NATURAL CHARCOAL BLEND I NATURAL BAND AT UNIT SEE DETAILWNIO FINISH I NIT BEVEL I BCM 16•X16• PAVERS SEE SHEET L407 TRACITIONAL PREST BRICK ®HANOVER UNITPAVERG RUSSET BLEND I NATURAL FINISH I WIV AT UNIT PAVERS SEE DETAIL WLHO BEVEL I BCM 16'X16' HANDHOLE TYPE 0 TRAFFIC) SEE DETAIL 1/1-506 Q HANDHOLE TYPES 4964-240 PAINTED BRICK RED I 10 (ELECTRICAL) SEE DETAIL 211506 HANDHOLE TYPE CAST IRON 11- (ELECTRICAL) BEE DETAIL 311606 SEE SHEET E5117 TYPED Qi ro (1OFIC)E SEE DETAIL 4M15O6 ALLEY I 'Q' 1 ASPER LEAF FROZEN YOGURT Old PA M PA J%vYvvaasr' 'iu _ TMTCHLINE. SEE BHEET 1-122 -- Q PCC CURB TYPE SEE DETAIL I2/L501 iT PCC CURB TYPE B SEE DETAIL 13/1-501 O PCCCURBTYPEC SEE DETAIL 1411501 N PCCSTAIRAND SEE SHEET _51M HANDRNLS 0 PCC STEP SEE DETAIL WI -501 QTERRACESEATING SEE DETAIL 3IL406 AT WDF QGRANITE STEP AT SEE DETAIL VIL106 MERGE ENTRY 10 GRANTTESTEPAT SEE DETAIL/ 105 CPL ENTRY 10 RAISED PCC BANG AT STAGE SEE DETAIL 511410 UNIT PAVER Om EDGINGAT SEE DETAIL MET PLANTING AREA IAITERA M1 S Q BENpITYPEA CENTER ARMEE PAVER ADAPTERS, BEE DETAIL Q BENCH TYPE r PAVE ADAPTERS. SE DETAL ADAPTERS, SEE DETAIL PA PA HANDHOLE TYPE 1E TELECOM) SEE DETAIL 5/L506 TYPE QMANHOLE (TELECOM) SEE DETAIL 822 QLIMESTONE SEEDETAILVI502 PLANTER WALL Qi STORY WALL SEE SHEET LW2&L403 Q LIMESTONE BENCH SEE DETAIL 1IL502 OSMALLAREA 1365 DUBUQUE SEE DETAIL IIMMU INTAKE _ — �NEOLrvIANp — AREA QLARGE INTAKE SEE DETAIL 1Th501 tt ' CKED/WOODITWO INTERMEDIATE ARMS 14' PAVER TREQ NCH DRAIN KIOSK ME DETAIL 211507 [W SEE DETAIL 1511501 OWEATHER T DANCE FOUNTAIN SEE SHEET LIN IMPROVEMENTS DUMORITABLE 701 SUB FLOOR SUPPORT/IPE/COLOR: BLACK. INSTALL 4OSALVAGED UMESTNEART SEE SHEET L401 WALL OPCC BAND AT UNIT SEE DETAILWNIO PAVERS SEE SHEET L407 PET AREA RAISED PCC BAND 0 SCREEN 10 AT UNIT PAVERS SEE DETAIL WLHO PA M PA J%vYvvaasr' 'iu _ TMTCHLINE. SEE BHEET 1-122 -- Q PCC CURB TYPE SEE DETAIL I2/L501 iT PCC CURB TYPE B SEE DETAIL 13/1-501 O PCCCURBTYPEC SEE DETAIL 1411501 N PCCSTAIRAND SEE SHEET _51M HANDRNLS 0 PCC STEP SEE DETAIL WI -501 QTERRACESEATING SEE DETAIL 3IL406 AT WDF QGRANITE STEP AT SEE DETAIL VIL106 MERGE ENTRY 10 GRANTTESTEPAT SEE DETAIL/ 105 CPL ENTRY 10 RAISED PCC BANG AT STAGE SEE DETAIL 511410 UNIT PAVER Om EDGINGAT SEE DETAIL MET PLANTING AREA IAITERA M1 S Q BENpITYPEA CENTER ARMEE PAVER ADAPTERS, BEE DETAIL Q BENCH TYPE r PAVE ADAPTERS. SE DETAL ADAPTERS, SEE DETAIL PA PA FIELD HOUSE 110 S DUBUQUE DC'S 124 S DUBUQUE UI HEALTHCARE 1305 DUBUQUE nollFEg 16 �� �ILiCITY CL ` A IDwQ VA1 �/nERY, i-� i ma� Lil ' 1 ALLEY MERGE FIELD HOUSE 110 S DUBUQUE DC'S 124 S DUBUQUE UI HEALTHCARE 1305 DUBUQUE nollFEg 16 �� �ILiCITY CL ` A IDwQ VA1 �/nERY, i-� i ma� genus [ landscape architect ] 325 EAST 57H STREET D6 MOINES. w SONN T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWACITY, M 52240 P 319.3387878 COIL ENGNEER SHOEWNKER&HAALAND 160 HOLIDAY ROAD CORALVILLE, M2241 P319.351.7150 ELECTRICAL 8 TRAFFIC SIGNALGATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 55MI4443 P 763475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.6 IOWACITY,IA52240 P 319.333.78% LIGHTING DESIGN SCHULER SHOOK 219MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55614 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, LA 01 O 8MVT TODD 02 06902017 100%DO 03 104MIT W% GO M 12120201T 103% CD as 011 18 BID SET BD~ AC =EHIPN/SS MATERIALS PLAN - AREA 4 IOU L124 MERGE it I or "j 1365 DUBUQUE _ — �NEOLrvIANp — — — CONSTRUCTION NOTES cQ BENCH TYPE tt ' CKED/WOODITWO INTERMEDIATE ARMS 14' PAVER Qo KIOSK ME DETAIL 211507 1. SEEG011-GO13FORLIMESTONEWALLSCHEDULE. ADAPTERS. SEE 114503 2. SEE U14 LIMESTONE FOR LIMESTONE BENCH SCHEDULE. DUMORITABLE 701 SUB FLOOR SUPPORT/IPE/COLOR: BLACK. INSTALL DRINKING SEE DETAIL 10L503 Qo TABLE TYPE PER MANUFACTURER FOUNTAIN 3. SEE 1.131-1-135 JOINTING PIAN FOR PAVEMENT TYPES AND PCC JOINTING. SEE SHEET L407 PET AREA SEE DETAIL 471.505 0 SCREEN Qo 4. SEE 1-405 FOR PAVING PATTERN DETAIL. SCARBNOUGHISIDECPENING/30GgL NEENAH FNNDRY 24•X24' Q / VERTICAL STRAP I SURFACE MOUNT Q DETECTABLE 4964-240 PAINTED BRICK RED I RECEPTACLE RECEPTACLE THRU PAVERSICOLOR BLACK WARNING PLATE CAST IRON S A90N PROVVIDDEED BY CITY.USLE POVERR PEDESTAL SEE SHEET E5117 Qi OUTDOOR PIANO BYCRY QIG BIGBELLY STATION O CONTRACTOR TO INSTALL Q TYPE A Qx ROADWAY LIGHT SEE SHEETAL1.1FOR AND POWER PEDESTAL BUSHMES117 O AT SEE DETAIL 1WL501 IL D2 FOR FOOTINGSPECS TYPE 0 SHACREDGE IO EPOLLESIRIAN LIGHT SEE ET AL1.1 FOIR SPECS AND WS PUBLIC T BEE DETAIL 118502 Q AD KING SEEDETAIL5IL507 DETAIL 2FOR FOOTING 0 FOOTING METER Qi WOE LIGHT POLE SEE SHEET ALI.I FOR SPECS AND TRAFFIC SIGNAL SEE N SHEETS oQi STOP SIGN SEEOETAILWLOT DETAIL &3502 FOR FOOTING Q Q PAKE MOUNTED PER S SEE ALI /FOR LIBRARY SIGN SEE DETAIL WL406 51 EE-ONNTAIN FIXTURE RE SPECTALL INSTALLPER MFR SEE ALTA FOR OK U P ENT VAULT &LQU501PME WRIWATER SEPAD RVICE, C111 INGRADE PAVER-GPATE SEE DETAIL WL5O Fl SLEEVED PENETRATIONS BEE DETAIL 3I5502pND 1-514 FOR DWON UP -LIGHT FDOURESPECS O SYSTEM FOOTING TBE INVERT ELEVATIONS EA Q ,A-G� SEE DETAIL&L503 BIKE RACK TYPE SEE DETAIL WLO3 GgTORY LSN 1 OOD CIP UPIIGHTAT R Q PUBLIC ART SEE DETAIL 711503 Qz BIKE RACKTYPE B SEE DETAIL &1-503 11/1-503 FOOTING genus [ landscape architect ] 325 EAST 57H STREET D6 MOINES. w SONN T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWACITY, M 52240 P 319.3387878 COIL ENGNEER SHOEWNKER&HAALAND 160 HOLIDAY ROAD CORALVILLE, M2241 P319.351.7150 ELECTRICAL 8 TRAFFIC SIGNALGATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 55MI4443 P 763475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.6 IOWACITY,IA52240 P 319.333.78% LIGHTING DESIGN SCHULER SHOOK 219MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55614 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, LA 01 O 8MVT TODD 02 06902017 100%DO 03 104MIT W% GO M 12120201T 103% CD as 011 18 BID SET BD~ AC =EHIPN/SS MATERIALS PLAN - AREA 4 IOU L124 MATERIALS SCHEDULE KEY DESCRIPTION NOTES (TELECOM) SEE DETAIL 51.506 TRAORIONAL PREST BRICK/ ®HANOVER UNIT PAVERA RUSSET BLEND I NATURAL FINISH l WIV (TELECOM) SEE DETAIL 61506 BEVEL/BOM 4"X8' 4984440 PAINTED SEE DETAIL 2/1502 TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERB CHARCOAL I NATURAL FINISH I IIB' STORY WALL SEE SHEET 14028 UO3 BEVEL/BCM4'X8' LIMESTONEBENCH SEE DETAIL 111502 TRADITIONAL PREST BRICK/ ®HANOVER UNIT PAVERC NATURAL CHARCOAL BLEND I NATURAL SLEEVED PENETRATION 4D CONTRACTOR TO INSTALL FINISH I WIT BEVEL SEM 4'X8' AREA TI LE INVERTELEVATNNIS HANOVER TRADITIONAL PREST BRICK/ ® UNITPAVERD LIMESTONE GRAY I NATURAL FINISH/ GRAIN FEWER PEDESTAL 116= BEVEL / BCM 4'X8' (REFI SEE DETAIL 1511501 TRADITIONAL PRIEST BRICK ©HANOVER UNITPAVERE RUSSET BLEND I NATURAL FINISH/116' IMPROVEMENTS OPEDESTRIAN BEVEL I5CM 4'X8' SALVAGED LIMESTONEART SEE SHEET Ml HANOVER TRADITIONALPREST BRICKI © UMTPAVERF URAL NATCHARCOAL BLEND/NATURAL BANDATUNIT FINISH I11S' BEVEL SCM VEXUB PAVERS SEEDETAIL38A10 TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERG RUSSET BLEND I NATURAL FINISH/116- AT UNIT PAVERS SEE DETAIL 6410 BEVEL I SCM 1WX16' U HANDHOLE TYPE SEE DETAIL 14506 (TRAFFIC) QSTAKE HANDHOLE TYPE INSTALL PER MFR SEE ALIT FOR 0 (ELECTRICAL) SEE DETAIL 21508 HANDHOLE TYPED MEDETAIL1L505 (ELECTRICAL) to TYPED MEDETAIL4IL606 INSTALL PER MRL. BEE ALIA FOR FIOIE PAVER -GRATE O (b PA HERTEEN 3 STOCKER JEWELRY 101 SDUBUQUE HANDROLE TYPE 109 S DUBUQUE IS (TELECOM) SEE DETAIL 51.506 6 TYPE LITTER QMANHOLE (TELECOM) SEE DETAIL 61506 QLIMESTONE 4984440 PAINTED SEE DETAIL 2/1502 RECEPTACLE PLANTER WALL SEE DETAIL WENT xQ STORY WALL SEE SHEET 14028 UO3 Q LIMESTONEBENCH SEE DETAIL 111502 OSMAINEAKE SmALE SEE DETAIL 162501 Ft SLEEVED PENETRATION 4D CONTRACTOR TO INSTALL AREA TI LE INVERTELEVATNNIS QLARGE INTAKE BEE DETAIL IT4501 SHEET A-11FORWEBB AND GRAIN FEWER PEDESTAL QTRENCH (REFI SEE DETAIL 1511501 QWEATHER T DANCE FOUNTAIN SEE SHEET LOT TYPES IMPROVEMENTS OPEDESTRIAN 4 0 SALVAGED LIMESTONEART SEE SHEET Ml PUBLICART WALL POLE BANDATUNIT QPCC PAVERS SEEDETAIL38A10 Qi FEC SAND S BE SHEET A1.1.1 FOR SPECS AND ORAISED AT UNIT PAVERS SEE DETAIL 6410 (b PA HERTEEN 3 STOCKER JEWELRY 101 SDUBUQUE a' - 109 S DUBUQUE FCC EBGBAT n 6 Q LITTER PA FORBIDDEN PLANET (� V � 111 SDUBUQUE 4984440 PAINTED RECEPTACLE THRU PAVERS I COLOR BLACK SEE DETAIL WENT 6 TEN THOU SAND VILLAGES P` 0 toss DueupuL BIGBELLY & SMARTBELLY DOUBLE STATION PROVIDED BY CITY. TEXTILES OUTDOOR PIANO 109 S DUBUQUE FCC EBGBAT n NEENAH FOUNDRY Q LITTER r FORBIDDEN PLANET a 111 SDUBUQUE 4984440 PAINTED RECEPTACLE R OT PRETTY tUE MATGHUNE. SEE SHLLI �-N 1Q1 PCC CURB TYPE SEE DETAIL IVI-501 1] FCC CURB TYPES SEE DETAIL 134501 0 PCC CURB TYPE SEE DETAIL 144501 14 PCCSTAIRAND SEESHEETL504 HANDMLS Q PCC STEP SEEDETAIL911-501 TERUICESEATING SEE DETAIL WI -IN AT WDF 0 GRANITESTEPAT SEE DETAIL 82406 MERGEENTRY 0 GRANITESTEPAT SEE DETAIL 2/1406 /CPL ENTRY 19 RAISED FCC BAND SEE DETAIL 54410 AT STAGE UNIT PAVER Qm EGGINGAT SEE DETAIL 811501 PLANTINGAREA PLAINWELL 7Y= WOOD SEAT/ Q BENCH TYPE CENTERARM14-PAVER ADAPTERS, SEE DETAIL MEWS QNEOLW—R-1BACKED/ BENCH TYFEB /LENTERAREE AIL1 ADAPTERS SEE DETAIL 11IL503 6 • o \ / °I ILEJ c PA PA & = O7-1 p is C2 e 1 P11 A TTY �1t ! %TA C b o =I sHADECANOPY <iSIING LUM CA I -= TYP Pa ' y g PA L907 J PSA b " n S BUM-SAL � n , i r 1 _ 1403 rt I 201 SDUBOQUE PA — — — — — — — —L — — — — — — — — CONSTRUCTION NOTES NEOLIVIANO 118" B4CKEDI WOOD/ TWO BENCH EY INTERMEDATE ARMS l4 -PAVER Qo KIOSK SEE DETAIL WENT 1. BEE GOtt-6013 FOR LIMESTONE WALL SCHEDULE. ADAPTERS, SEE 114503 2. SEE W14 LIMESTONE FOR LIMESTONE BENCH SCHEDULE. BUNKER I TABLE TBI SUB FLOOR DRINKING Qo TABLETYFEA SUP PORT I IPE I COL OR: BLACK, INSTALL Q FOUNTAIN SEE DETAIL 101503 3. SEE 1131-L135 JOINTING FLAN FOR PAVEMENT TYPES AND PER MANUFACTURER PCC JOINTING. Q SCREEN SEESHEETI-07 QO PETAREA SEE DETAIL 44505 4. SEE 1405 FOR PAVING PATTERN DETAIL. Qi OUTDOOR PIANO SCARBOROUGH I SIDE OPENING/SO GAL FCC EBGBAT SEE DETAIL 181-.501 NEENAH FOUNDRY Q LITTER I VERTICAL STRAP I SURFACE MOUNT AGA Q DETECTABLE 4984440 PAINTED RECEPTACLE THRU PAVERS I COLOR BLACK SEE DETAIL WENT WARNING PLATE CAST IRON 0 BIGBELLY STATION BIGBELLY & SMARTBELLY DOUBLE STATION PROVIDED BY CITY. POWER PEDESTAL POWER SEE SHEET EST 17 Ft SLEEVED PENETRATION 4D CONTRACTOR TO INSTALL FOO TNG TI LE INVERTELEVATNNIS R Q ROADWAY LIGHT SHEET A-11FORWEBB AND FEWER PEDESTAL SEE SHEET ESI 17 DETAIL 25502 FOR FOOTING TYPES OPEDESTRIAN LIGHT BEE SHEET ALTA IMSPECS AND PUBLICART BEE DETAIL 115502 POLE DETAIL WS502 FOR FOOTING FOOTING Qi WEB LIGHT POLE S BE SHEET A1.1.1 FOR SPECS AND Q TRAFFIC SIGNAL SEE N SHEETS DETAIL 2/8502 FOR FOOTING QSTAKE MOUNTED INSTALL PER MFR SEE ALIT FOR O LIBRARY SIGN SEE DETAIL 64406 IR -LIGHT FIXTURE SPECS OIN -GRADE INSTALL PER MRL. BEE ALIA FOR O PAVER -GRATE SEE DETAIL 52505 UP -LIGHT FIXTURE SPECS SYSTEM QIN -GRADE STORY SEE DETAIL BL503 OY BIKE RACK TYPE SEEOETMLBL503 WALL UPTIGHT CIA UPTIGHT AT O PUBLIC ART SEE DETAIL 74503 Q2 BIKE RACK TYPES SEEDETAIL811-503 FOOTING Qi OUTDOOR PIANO SYCIEV FCC EBGBAT SEE DETAIL 181-.501 SHARE PATIO O AGA SEE DETAIL SILSOT MIERARKING STOP SIGN SEE DETAIL WENT REINS TALL SALVAGED ENQUU5UKE 81 FOUNTAIN EQUIPMENT WITH POC PAID (ME DETAIL EWIPMEM VAULT 2ILW1), NEW WATER SERVICE. SEE 0111 Ft SLEEVED PENETRATION 4D SE EDETAIL315502ANDC514FORDRAIN FOO TNG TI LE INVERTELEVATNNIS genus [ landscape architect ] 325 EAST SIR STREET DES MOINES, IA 50309 T 515 284 1010 WWW.GENUS�I COM ARCMTECT NEUMANN MONSON ARCHRECTS 221 EAST COLLEGE STREET, STE 303 IOWA CIN, A52240 P 319.3307878 CML ENGINEER SHOEMAKERAWWAND 160 HOLIDAY ROAD CORALVILLE, A U241 P 319.351.7150 ELECTRICAL A TRAFFIC SIGNALGATION SRFCONSULTNG ONE CARLSON PARKWAY NORTH, STE. IND MINNEAPOLIS, MN 554474W3 P 763.475.0010 SMUCTUM ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. S IOWA CITY, IA 52240 P 319.333.7650 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5956 PEDESTRAN MALL IMPROVEMENTS IOWA CITY, A 01 0112812017 70% DO 02 O1I3O'N1T 100%DD 03 101812017 %%CO N 121201T01T 100%CD 05 01I2M2018 BID SET CC/EH/PNISS MATERIALS PLAN - AREA 5 16034 L125 ,Y8 ©© IMM 2 IV -t 174 EN IS a ®• WEATIIERD CEFWNfAIN YS' OEM I B-11 w_u 'CHLINE_SEE SHEET L135 �o, PA H PA WEEP HO �PE-O.C. DC'B 124 S DUBINJUE j '30 S DUBUQUE o0I MERGE 6 1365 DUBUQUE 5q( -_��j�� SHEET L132%N O CONTROL JOINT LEGEND CONCRETE CONSTRUCTION NOTES PAVING THICKNESS LEGEND CONTROL JOINT(CJ) SEE DETAIL 11IL501 1. CONCRETE SUB BASE HORIZONTAL JOINT SPACE REQUIREMENTS PERSUDASCHAPTER5GSCCPAVEMENTJOINIS' PAVEMENT TYPEA SEE DETAIL 11151 PAVEMENT TYPE SEE DETAIL 51151 (MERGE BASEMENT) EXPANSIONJOINT(EJ) SEE DETAIL 101501 INS PAVEMENTTYPEC-15MAXMINTSPACING JOINT DETAIL -CJ -2 SEEDETAIL2153 2. CONTROL JOINTS TO BE SAW OUT. JOINTS TO BE IM' MIN - IN'MAX. PAVEMENT ttPEB SEE DETAILffi51 MXF JOINTDETAIL-CJ-3 SEE DETAIL 31153 REM MINTDETAIL-CJd SEE DETAIL 4153 CITY, 'IOWA ® PAVEMEMTYPEC SEEDETAIL3IL501 PAVEMENT TYPE $EE DETAIL 711501 JOINT DETAIL -CJ -5 SEE DETAIL 5453 SHALL BE USED AT ENDS OF ALL CONCRETE POURS PER UI DOT BT -2 OR BT -3 JOINT STANDARDS. SEE SURAS CHAPTER 5G -PCC (WDF GRANTTE) CD SEE SURAS CHAPTER 5G -PCC PAVEMENT JOINTS PAVEMENTMINTS. AND IDOT STANDARDS 4, EXPANSION JOINTS AT EXTERIOR CONCRETE SLABS SWILL BE ® PAVEMENTTYPEO SEEDETAIL415G1 SEE DETAll2/L51 PAVEMENT COLORTYPE 8ED INTEGRAL COLORED PCC RA L-2 SEE SUS CHAPTER 5G -PCC PAVEMENT JOINTS INSTALLED AB SHOWN ON PIANS. AND IDOT STANDARCS 5, INSTALL 1- WEEP HOLES AT A MINIMUM 10 O.C. AND IN LOCATIONS '-Iw' �FIELD BT -3 SEE SURAS CHAPTER 5G -PCC PAVEMENT JOINTS AS SPECIFIED ON THE DRAWINGS. DRILL HOLES AND FILL WITH PEA . WEEP HOLE LOCATION I1 GRAVEL (IOWA DOT GRADATION NO. 29 OR APPROVED EQUAL). PER mooI BOOT STANDARDS. II �NJEEPH 6. EXPANSION MINTS TO BE LOCATED AROUND ALL LIGHT POLE BASES,TRAFFIC CABINETS. LIMESTONE WALLS. TRAFFIC POLES ASPEN USAF FRO�N HOUSE 125 S jIoil //�// LES / PA H PA WEEP HO �PE-O.C. DC'B 124 S DUBINJUE j '30 S DUBUQUE o0I 0 5' 10' 20 I I I I D genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, A 50309 T 515 2B4 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CITY, IA 52M0 P 319.3387878 CIVI. ENGINEER SHOEMAKER S HAAIAND 160 HOLIDAY ROAD CORALVILLE. IA 52141 P 319.3517150 ELECTRICAL I TRAFFIC SIGNALQATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55M74443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE. B IOWA CIN, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P612.339.5958 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, M 01 0112612017 70% DO 02 061301.1017 10D%DO OS 101812017 MOD 04 12Y10201T 100%CD 05 oin% 0ts BIDSET BE AC .ten CCI EH I PN BE JOINTING PLAN - AREA4 L134 MERGE 6 1365 DUBUQUE 5q( -_��j�� SHEET L132%N O CONTROL JOINT LEGEND CONCRETE CONSTRUCTION NOTES PAVING THICKNESS LEGEND CONTROL JOINT(CJ) SEE DETAIL 11IL501 1. CONCRETE SUB BASE HORIZONTAL JOINT SPACE REQUIREMENTS PERSUDASCHAPTER5GSCCPAVEMENTJOINIS' PAVEMENT TYPEA SEE DETAIL 11151 PAVEMENT TYPE SEE DETAIL 51151 (MERGE BASEMENT) EXPANSIONJOINT(EJ) SEE DETAIL 101501 PAVEMENTTYPEC-15MAXMINTSPACING JOINT DETAIL -CJ -2 SEEDETAIL2153 2. 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WEEP HOLE LOCATION AND IDOTSTANDARDS GRAVEL (IOWA DOT GRADATION NO. 29 OR APPROVED EQUAL). PER BOOT STANDARDS. 6. EXPANSION MINTS TO BE LOCATED AROUND ALL LIGHT POLE BASES,TRAFFIC CABINETS. LIMESTONE WALLS. TRAFFIC POLES 0 5' 10' 20 I I I I D genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, A 50309 T 515 2B4 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CITY, IA 52M0 P 319.3387878 CIVI. ENGINEER SHOEMAKER S HAAIAND 160 HOLIDAY ROAD CORALVILLE. IA 52141 P 319.3517150 ELECTRICAL I TRAFFIC SIGNALQATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55M74443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE. B IOWA CIN, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P612.339.5958 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, M 01 0112612017 70% DO 02 061301.1017 10D%DO OS 101812017 MOD 04 12Y10201T 100%CD 05 oin% 0ts BIDSET BE AC .ten CCI EH I PN BE JOINTING PLAN - AREA4 L134 -- --- 3 I LJ ° _ ANNUKS BY ANNUALS BY OWNER ° OWNER , o ® CA WCA ® O PATS .. A . PATO 18 F o 16 PPI I: I, 93 GC BTM Y CLER I --- O�I 0 i0 CITY. 10 A I -_..._....... _— _-...... • . . a ----- 0--- ❑D❑ WWCB . PETAREA '+ 26 B �i � W� — ^^ WRI 10081 EV 4 HIS 5LO ll e 1 , ' o1 Hv , 10 Al10 AP[��� r r 3,so HG 03 AC O O W CA 01 UP 04 CA I N L bHH2 100W � Iw y ® N WELLS FARM RAYGUN EL PATRON MORTEBON CONST. GRAZE LIMIB ��� 103 E COLLEGE 105ECOLM 1 ,CONSTRUCTION! 111ECOLLEGE 115ECOLLEGL >� >0 EO -&lT-1T O.C. SPACING AROUND EXISTING ROOT FLAIR. PROTECT EXISTING ROOT SYSTEM PERENNIALS TREES OTY CITY KEY BOTANICAL COMMON SIZE ROOT NOTES 5 AC WEIANCHIM CAWDENSIS'GLENFORM' SERVICE BERRY 19-0ZM MB MULT131EM 6 BP BMI-A PUITYPHYLIA'FARGO DAKOTA PINNACLE ASIAN WHITE BIRCH KCAL MB STRG CNTRL LOR 1 CO CELTISOGCIDENTALISTRAIRIEPRIDE' PRAIRIE PRIDE HACKBERRY KCAL B&B STRG CNTRL LDR 1 CL OORNUSALTERNIFOLIA PAGOCA CWWCOD 2 -CAL. B&B STRG CNTRL LDR 5 GT GLEDITSIA TRIACANTHOS F. INERMIS'SKYCGLE SKYIJNE HONEYLOCUST 4- M. B&B STRG CNTRL LDR 4 GO GYMNOCLADUS DIOICUS'ESPRESSa ESPRESSO KENTUCKY COFFEETREE BCA. B&B STRG CNTRL LDR 2 HI HEPTACODIUM MICONIOIDES SEVEN SON FLOWER S -0'M B&B MULTI -STEM 1 W LIWIDAMBAR STYRAGFLUA'MORAINE' MORAINE SWEET GUM BCAL. ME STRGCNTRLLDR 1 LT URIWENCRONTULIFIFERA TULIP TREE 4- M. B&B STRG CNTRL LM 4 18 'ADIRONDACK! ADIRONOACKORABAPPLE 2.W M. ME STRG CNTRL LDR 3 MALUM MARILEE CRABAPPLE TCAL. MB BIRD CNTRL LDR 2 SYMPMORICARPOS'3CARLET PEARL' R M' REJOICE CRABAPPLE TCAL. ME STRG CNTRL LDH 1 EVERLOW YEW S'2UMI' ZWI CRABAPPLE 2.8 CAL. MB STIRS CNTRL LDR 1 WIT YAVIRGINIANA UROBINAPSEU HOP HORBEAM TCAL. MR MG CNTRL LDR 6 B&B M PSEUOOACACM'CHICAGOBLUES' BLACKLOCUST"CHICAGOBLUES' WCAL. B&B STRS CNTRL LDR4 EM ECHINACEAPUBUREA MAGNUS' MONGOLICA IURVEST GOLD' HARVEST GOLD LINDEN TCAL. B&B STRG CNTB LDR 3 ECHINACEA PUBUREA'PICA BELLA' SPARVIFWIATiVERCLEAR' CHINESE ELM'EVERCLEAR' ZT CAL. MB STRG CNTRL LDR 2 EOHINAOEATENNESSEENSIS VA SERRATA VILLAGE GREEN VILLAGE GREEN ZELKOVA 2.r CAL. MB STRG CNTRL LDR -&lT-1T O.C. SPACING AROUND EXISTING ROOT FLAIR. PROTECT EXISTING ROOT SYSTEM PERENNIALS SHRUBS OTY KET BOTANICAL COMMON SIZE ROOT NOTES 1 AS AESCULUS PARVIFLORO BOTREBRUSH BUCKEYE 35- HT MB 7 AG AZALEA X'GOLDEN LIGHTS' GOLDEN LIGHTS AZALEA 5'M MG 1B CS CORNUS STWNIFERA'FABOW AMIC FIRE DOGWOOD WHT MB 30 CA COTONEASTER APICULATUS TOM THUMB' TOMTHUMBCOTONEASTER p3 COM 36. O.C. 13 DK DIERVILLAXODIAKORANGE KODAK ORANGE BUSH HONEYSUCKLE 10'M COM 1 FG FOTHERGILIAGARDENII MARE FOTHERGILIA 24'M MB 1 W HAMAWdJS VERNALIS'DUASIMODO OZAB WITCH -HAZEL 24' M MB 9 HO HYDRANGEAWERCIFOI_IA?EEWEE' PEE WEE OPKLFAR HYDRANGEA 24'M MB 0 IV REAVERGINICA-HENWSGPRNEP HENRYS GARNET VIRGINIA SWEETSPIRE 24'M MB 15 PO PHYSGCARPUS OPULIFWUS SUMMER WINE NINEGARK 24' HT MB 28 RA RHOS AROMATICA'GROLOW GRCLOWSUMAC 15'M MB 18 RI RISES ALPINUM'GREEN MOUND GREEN MOUND ALPINE CURREM 15'M MB 9 BC STMPHORILARP03 CANDY SENSATION' CANDY SENSATION SNOWBERRY 18'M MB 4 3P SYMPMORICARPOS'3CARLET PEARL' SCARLET PEARL SNOWBERRY 18'M BBB 58 TM M.X MEOM'EVERLOW" EVERLOW YEW 18'M MB 5 TC TSUGACANADENSIS-GENTSCHWHRE' GENTSCH WHITE CANADIAN HEMLOCK WIT B&B 3 VC VIBERNUMCARMSII KOREAN SPICE VIBERNUM wHT B&B -&lT-1T O.C. SPACING AROUND EXISTING ROOT FLAIR. PROTECT EXISTING ROOT SYSTEM PERENNIALS BULBS OTY KEY BOTANICAL COMMON SIZE ROOT NOTES 5 AW ACHILMASVALTHERFUNCKE' YARROW 0 CONT 24. O.C. SO AA AGASTACHE'BLUE FORTUNE BLUE FORTUNE GI HYSSOP #1 CONT 16.O.C. 10 Al ALLIUM 'SUMMER BEAUTY' SUMMER BEAUTY ALLIUM #1 CONT 12.0.0. 2D Al AMOSONIA'BLUE ICE BLUE STAR TRUE ICE #1 CONT 15.0.C. 3 BL BAPTISIA-LUNARECLIPSE' LUNAR ECLIPSE FALSE INDIGO #1 CONT 1YO.C. 1 BV BAPTISIAXVARICWORTWILNSHT TWILIGHT PRAHRIEBLUES FALSE INDIGO 71 COM iT O.C. 149 BE BOUTELOVA GRACILIS SLONDEAMBITIOM BLONDE AMBITION BLUE DRAMA kt COM 24.0.C. Til CK CALPMAGROSTIS X ACUTIFLORA'KARL FORESTER FEATHER REED CHASE #3 COM 24.O.C. 232 CF CAREXFLACCA BLUE SEDGE #1 COM 1SO.C. U3 W CARER PENSYLVANIGA PENNSYLVANIASEDGE #1 CONT 1SO.C. IT CU CHRYSANTHEMUM X SUPEBUM SECKY BECKY SHOSTA DAISY #1 CONT 16.O.C. 17 CO OOREOBIS'CREME BRULEe CREME BRULEE TICKSEED #1 CONT Ir O.C. 46 DC DESCHAMBIAOESPITOSA'GOLOTAU GOLDEN DEW TUFTED HAIR GROSS #1 CONT 18.O.C. 5 DS DICENTRASPECTABILIS WHITE BLEEDING HEART #1 CONT 80 EX ECHINACBAPIXIE MEADOWBRTE' PIXIE MEAGOWBRRE CONEFLOWER #1 CONT 10.O.C. S9 EM ECHINACEAPUBUREA MAGNUS' MAGNUS PURPLE CONEFLOWER #1 CONT 24. O.C. 5 EP ECHINACEA PUBUREA'PICA BELLA' PICAMI-LACONEFLOWER #1 CWT 10.O.C. 5 FT EOHINAOEATENNESSEENSIS TENNESSEENSIS CONEFLOWER #1 CONT iZ O.C. By B HOSTA 'BLUE WEDGEWGOO BLUEWEDOEWOQD1OSTA #1 COM 18-O.C. 74 HG HOSTA GUACAMOLE GUACAMOM HOSTA #1 COM 24.O.G. 18 HH HOSTA'HALCYON' HALCYON HOSTA p1 COM 24'0.0. W HJ HOSTA'JUNE JUNE HOSTA #1 COM 15.04. 19 HA HOSTA 'PATRIOT PATRIOT HOSTA #1 COM 24.O.C. 45 LG LAITRIS SPICATA PRAIRIE BLA2INGSTAR 91 COM 24.O.C. 10 LF LAITRIS SPICATA TLORISTAN WHITE WHITE BLAZINGSTAR #1 COM 24.O.C. 33 PA PEROVSKM ATRIPLOIFWIA I-RTLE IRB' LITTLE SPIRE RUSSIAN SAGE 12 CONT 1T O.C. 62 RH RUDBECKIA HIRTA SLACKL SUSAN #1 COM 24.O.C. TO RE RUELLIAHUMIUS WILD PETUNIA #1 CONT 1T O.C. 360 SN SALVIANEMOROSAWESNVE' WESUWE SALVIA #1 CONT 2P O.C. 1% M SCHIZACHYRIUMSCOPARIUMCAROIISEL' CAROUSEL LITTLE BLUESTEM 01 CONT 10'O.C. 73 50 SCHIZACHYRIUM SCOPARIUM'STANDING OVATION' STANDING OVATION LITTLE BLUESTEM 01 CONT 18'O.C. 15 SA SMLERIAAUTUMNAUS AUTUMN MOOR GRA% 01 CONT 15. O.C. 4 SR SOLIDAGO RUGOSA FIREWORKS' FIREWORKS GOLDENROD 91 CONT 230 SH SPOROEKAUS HETEROLEPIS TARO' TARA PRAIRIE DROPSEED #1 CONT 24- O.C. 23 BE STACHYS aFFlCINALIS PINK COTTON CANDY PINK COTTONCANDY LAMBS EAR tl1 CONT 15.O.C. 9 BY SYMPHYOTRICHUM NOVAEANGLIAE PURPLE DOME' NEW ENGIAND ASTER pi CONT 18-O.C. -&lT-1T O.C. SPACING AROUND EXISTING ROOT FLAIR. PROTECT EXISTING ROOT SYSTEM GROUNDCOVER BULBS OTT KEY BOTANICAL NAME COMMON NAME SIZE ROOT NOTES 187 AS ASARUM CANADENSE WILD GINGER W CONT 15.O.C, 30 CA COTONEASTERAPICULATUS TOM THUMB' TOM THUMB COTONEASTER 0 CONT 24.O.G. 240 EG EPIMEDIUM GRARDIFLORUM ROSE WEEN' ROSE WEEN BISHOP'S HAT 4- CONT 12.0.0. SO ER ERMEDIUM X RUBRUM RED BARRENWORT C COM 180.0. 45D EV E%MEDIUM X VERSICOLOR SULPHUREUM' BICOLOR BARRENWORT f OOM 1YO.C. W GG GERONIUM'GERWAT RCMNNE ROZARNE GERANIUM P CONT iT O.C. 39 GC GEMMIUM'SUE CRUG' SUE CRUG GERANIUM #1 CONT 1ZO.C. 560 HE HEORAHELIX'BALTICA' BALTCw #1 CONT 1ZG.C. 140 HH1 NEDRA HELIX'THORNDALE' THORNDALEENGLIBH NT p1 CONT Ir O.C. W HH2 HEDRA HELIX THORNDALE' THORNDALE ENGLISH NY 3' DEPTH PLUG ' NOTE 00 MD MICROBIOTADECUSSATA SIBERIAN CYPRESS A2 CONT 275 NF NEPETA X FAASSENII 'KIT CAT NEPETA #1 CONT 15.O.C. -&lT-1T O.C. SPACING AROUND EXISTING ROOT FLAIR. PROTECT EXISTING ROOT SYSTEM genus [ landscape architects J 325 EAST STM STREET DES MOINES, IA SM T 515 284 1010 W W W.GENUS-1A.COM ARCHITECT NEU ANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY A52240 P 3193387878 CIVILENGINEER SHOEMAKER&HAAIAND 160 HOLIDAY ROAD CORAVILLE,L4 s2247 P319351.715) ELECTRICAL B TRAFFIC SIGNAIl7ATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, AN 5WT-0443 P 763!75.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOYVAGTY, IA 52140 P 319.333.7650 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS,M1455114 P 612.339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA FM 01 O4 IMH7 70% Go 02 0631 10% Go 03 10,18COIT SO%CD W IMMY2017 1D0%CD 05 OtI&T018 BID SET BD AC Wa CCIEHIPNISS PLANTING PLAN - AREA 1 16034 L141 BULBS DRY KEY BOTANICAL NAME COMMON NAME 01ZE RCOT NOTES 76 AP ALLIUM'PURPLE SENSATION' PURPLE SENSATION ALLIUM 20 CM, BULB NATURALIZE 40 LO LYCORIS SGUAMIGERA SUPRISE LILY 20 CM. BULB NATURALIZE 50 MV MERTENSIAVIRGINICA WRGINIABLUE851-M 16CM. BULB NATURALIZE 350 NM NARCISSUS'MOUNT HOOD' MWMHCODDAFFODIL 160M. BULB NATURALIZE 500 NJ NARCISSUS JONWIl1A DAFFODIL 16GM, BULB NATURALIZE 1005 NP NARCISSUS POETIWSVAR. BCURWS PHEASANTS EYE DAFFODIL 16GM. BULB NATURALIZE genus [ landscape architects J 325 EAST STM STREET DES MOINES, IA SM T 515 284 1010 W W W.GENUS-1A.COM ARCHITECT NEU ANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY A52240 P 3193387878 CIVILENGINEER SHOEMAKER&HAAIAND 160 HOLIDAY ROAD CORAVILLE,L4 s2247 P319351.715) ELECTRICAL B TRAFFIC SIGNAIl7ATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, AN 5WT-0443 P 763!75.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOYVAGTY, IA 52140 P 319.333.7650 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS,M1455114 P 612.339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA FM 01 O4 IMH7 70% Go 02 0631 10% Go 03 10,18COIT SO%CD W IMMY2017 1D0%CD 05 OtI&T018 BID SET BD AC Wa CCIEHIPNISS PLANTING PLAN - AREA 1 16034 L141 genus ] landscape architects ] 325 FAST 5- STREET DFS MOINES, N 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMARN MONSON ARCHITECTS 221 EAST COLLEGE STREET, SM. M IOWA CITY, [A M40 P 319.3387875 CIVIL ENGINEER SHOEMVKERBHMIAND 160 HOLIDAY ROAD CORALVILLE,R52241 P319.351.7150 SRF CONSULTING ONE CARLSON PARKWAY NORTH STE. 150 MINNEAPOLIS, MN 551474443 '71C.475210 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, SM B IOWA CITY, IA 57140 '319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE.2DD MINNEAPOLIS, MN 55414 P 512.339.5955 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA 01 04I 17 TO DD 02 0&302017 100X DD 03 1a18IN17 5 Co 04 1yM 17 100Yeco OS oi=?o19 filo SEr 9D .o.�. AC CCIEHIPNi SS PLANTING PLAN - AREA 2 1Bo36 L142 0 • U T m 23 IS BE 02 MA 0 12 PA 14 32 SS •'ri���02 BPiBe EM Y'Srbi6a6i66N-ilTl'^ `� �VOGG.iY'lY��i.6F1 UVV MNYV�Jy4Y17114Agi Y76fJ-6�FY4ii!�'(di"®'Yiv IVN#V UVul rVlit�il9' D [t��+W.rrluauiL��61 0 Y .. .... .,. • FV V V V V V I l#VRLiY�#ii V.Mi.Ii.VV.V..\V.41A1iLAYV ii mom_ ■I Lt ■ 1:1 ■ ■_VENT I Y a�d�a aLaen TREES Ow WY KEY BREADGARDEN MARKET AND BAKERY 225 S LINA A CITY FITNESS 3N FLCOR PLAZA TOWERS HOTEL VETRO& CONFERENCE CENTER 221 S LINN 0 PUBLIC LIBRARY U 123 S LAN 02 SP 31 ill 01 KIM low � � I(4`NV4V4Y4W4Vbl .��V V V� [4VGH14#V� cLEE��W�NrVUV�yV�Vp V,w,vl �Y,�rY,14�® V'iY VFW V V 1 IAV V V i�V�V fiifll�iliW1�V` V V.fi1V.V,V, .V V V.fb!V.V V.�/.V.Vfi P PERENNIALS TREES Ow WY KEY BOTANICAL COMMON SIZE ROOT NOTES 5 AC AMELANCHIER CANAOENSIS'GLENFORM' SERVICE BERRY to-0ZHT MB MULRSTEM 6 BP BETULA PLATYPHYLLA'FARGO DAKOTA PINNACLE ASIAN WHITE BIRCH KCAL B&B STRG CNTRL LDR 1 CO CUM OCCIDENTALIS 'PRAIRIE PRIDE PRWRIE PRIDE HACKBERRY B'CAL. 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B IOWA CITY, K5229 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE 250 MINNEAPOLIS, MN 55414 P812339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWACITY, R O1 M84!017 10% DD 02 CS3W2017 100%DD O3 10/18(2017 GO%CD 04 12/ZG'2017 100%CD BE 01/252010 BIDSET CCIEH/PN I83 SOIL DIAGRAM PLAN - AREA 3 ISOM L153 ALLEY (O� ASPEN LEAF FROZEN YOGURT to S DUBUQUE MATCHLINE SEE SHEET L152 El TF -771 0 o LL ®;J O El L a L-0 J ALLEY J F L EET 1-155 FIELDHOUSE 118 S DUBUQUE DC -S 1& S DUBUQUE UI HEALTHCARE 130 S DUBUQUE MERGE 138 5 DUBUQUE ',,.. SOIL LEGEND genus 01 044t8l017 7096 DO [ landscape architects ] ----------- -- --- t� is 325 EAST 5m STREET FILED OEXISTING O OORNAMENTAL ® ® TREE SHADE TREE TREE SOIL AMENDMENT AT EXISTING TREES: ADD A BALANCED, COMPLETE FERTILIZER 12-12-12 AT MANUFACTURERS RECOMMENDED RATES. PLANTING SOIL MIX: TO BE MIXTURE OF 80% COMPOST AND 409E CLEAN COURSE FINE SAND. 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SOIL LEGEND PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 044t8l017 7096 DO 02 MINI 100%DO 03 1&152017 9399 CD 04 10252017 IDMCD 05 0125'X113 BID SET OEXISTING O OORNAMENTAL ® ® TREE SHADE TREE TREE SOIL AMENDMENT AT EXISTING TREES: ADD A BALANCED, COMPLETE FERTILIZER 12-12-12 AT MANUFACTURERS RECOMMENDED RATES. PLANTING SOIL MIX: TO BE MIXTURE OF 80% COMPOST AND 409E CLEAN COURSE FINE SAND. SEE PLANS FOR PLANTING SOIL DEPTH, INDICATES DEPTH OF SOIL TO BE PROVIDED IN LOCAL AREA O ^ SOAC .r CC/EHIPN I35 .... SOIL DIAGRAM PLAN - AREA 4 1MO4 w 1-154 genus [ landscape architects j 325 EAST 5TM STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENKR-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CRY, A52240 P 319.3387878 CIYIL ENGINEER SHOEMAKER& HAABANO 160 HOLIDAY ROAD CORALVILLE RS2241 P 319.351.7150 SRFGONSULTING ONE CARLSON PARKWAY NORTH STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RMER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE B IOWA CITY, N 52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P612339.5950 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA 01 ONY&2817 70%DO 02 DB30"N17 IN%DO 03 IWIS 017 50%00 04 12/282017 100%CD 05 011282018 BID BET BD — AC . CCIEH/PNISS SOIL DIAGRAM PLAN - AREA 5 1803A L155 u ET I Kt 7 B Psi 1:2 tFED I I f cow I� —' ( CiT�wCLER�S 4 ioWA UTY. IOWA HERTEENB STOCKER JEWELRY G 101 SaUBWUE I O r— I� SHADE CANOPY I 1 I I I I I I I I � i TENTHOUSANDVILIAGE3 s e 1053 DUBUpUE I al Q Q 1 I 1 el e1 1 I I I I TEXTILES loss DUBUQUE 1 O i 1 a m I I I L ® J 1 L a 9 FORBIDDEN PLANET 111 SDUBUQUE ° BUZZ -SALON 201 S DUBUQUE ROOT PRETTY Will,, 1156 DUBUQUE IMATGHLINE. SEE SHEET tw � — — — _ _ SOIL LEGEND OEXISTING TREE OSHADE TREE OORNAMENTAL TREE SOIL AMENDMENT AT EXISTING TREES: ADDABALINCED, MR COMPLETE FERTILIZER 12-1242 AT MANUFACTURERS RECOMMENDED RATES. PLANTING SOIL MIX TO BE MODURE OF 80% COMPOST AND ® AO%CLEAN COURSE FINE BIND. SEE PLANS FOR PLANTING SOILDEPTH. ® INDICATES DEPTH OF SOIL TO BE PROVIDED IN LOCAL AREA a s td 20 genus [ landscape architects j 325 EAST 5TM STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENKR-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CRY, A52240 P 319.3387878 CIYIL ENGINEER SHOEMAKER& HAABANO 160 HOLIDAY ROAD CORALVILLE RS2241 P 319.351.7150 SRFGONSULTING ONE CARLSON PARKWAY NORTH STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RMER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE B IOWA CITY, N 52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P612339.5950 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA 01 ONY&2817 70%DO 02 DB30"N17 IN%DO 03 IWIS 017 50%00 04 12/282017 100%CD 05 011282018 BID BET BD — AC . 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IA 50309 T 515 284 1010 WWW.G NOS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CRY, N 52240 P 319.3367878 CIVIL ENGINEER SHOEMAKERBHAAIANO 160 HOLIDAY ROAD CORALVILLELA52241 P319351.7150 SRFCONSULTING ME CARLSON PARKWAY NORTH SIE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 5220 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA W m ovzarzon loxx oD 02 063W2017 100%DID 03 10'1&2017 50%CD M 1B'20I201T 100%CD OS 01Y18 18 BID BET BD — CCIEHIPNI33 UTILITY SECTIONS 1eo3s L301 PL WELLS FM 1 SITE SECTION AT ICPL LOOKING EAST SGALE: 1/4• - 1'-0• :N MARKET AND BAKERY L E V 2018 FEB 16 Ph 1' 23 CITY CLERK IOWA CITY. IOWA SITESECTION AT WELLS FARGO LOOKING WEST 2 SVA': va••_7 SEN YOGURT genus [ landscape architects J 325 EAST 5- STREET DES MOINES, IA 50309 T 515 2 1010 WWW.GENUS{ .COM ARCHITECT IOWA CITY, IA 52240 P 319.3307010 CIVIL ENGINEER SHOEMAKERBIII 160 HOLIDAY ROAD OORALVILLE. IA 57241 P319.351.7150 ELECTRICAL S TRAFFIC SIGNALIiATNIN SRF CONSULTING ONE CARLSON PARKWAY NORTH, S E150 MINNEAPOLIS, MN 554474"3 P 7634150010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, STE. B IOWA CITY, A52240 P319.333.70W LIGHTING DESIGN SCHUIER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IN nW 01 0A2B2017 70%DD 02 0M3012011 !W% DO 03 1WimI7 m% CD 04 12/242011 IW%CD 05 01/ 18 BID SET CC7EH/PN I9S UTILITY SECTIONS L302 1S21140 ISOMETRIC N 1Ft IND ISOMETRIC 2 PLAN OFLIMESTONE ART WALLS CORNING 758 SMS BUILDING SEALANT, BLACK COLOR, OR APPROVED EQUAL, TYPICAL g. I � S1 � 1 FIELD CUT TO FIT � 59 SID Sit I S8 ti57 FIELD CUT TO FIT s13 s14 sts sty '� S12 12-V 510 riii rz rr /� I riii rrr'rrrrrr Lsoz //r` r _.... S22 i PA FIELD GUTTO FIT isn PA ® ELEC —I I 15 2 I 150+ H- uot I F1 �__—________J �.'. "-III ALIGN AT GRANITE COLORTRANSITIO PA V-14 B8 1111 SS GRANITE PAVER AT SPLASH PAD, FIELD VERIFY PAVERS NEEDING REPLACEMENT genus [ tandscape architects ] 325 EAST 51x STREET DES MOINES. IA 50309 T 515 284 1010 WWW.G NUS-LA.COM ARCHITECT NEUMANN MON SON ARCHITECTS 711 EAST COLLEGE STREET, STE- 303 IOWA CITY, IA 52240 P 319.3387878 CIVIL ENGINEER SHOEM4xER8N4VAND 160 HOLIDAY ROAD CORALVILLE,M52241 P 319.351.7150 ELECTRICAL d TRAFFIC SIGNALFATION SRFOONSULTING ONE CARISON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763A75.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACNY. M 57140 P 319.333.7850 LIGNTINGDESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN SIAM P 612339.5958 PEDESTRMN MALL IMPROVEMENTS IFOWACITY,M Ot 04RNN17 TD%OD 02 0&392017 100%DD 03 191&2017 W%00 m 12292017 IM%CD �,......... ovze20,e 810 SET BD AC - CCIEH7PN 1. 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IA 50309 T 515 284 1010 WWW.G NUS-LA.COM ARCHITECT NEUMANN MON SON ARCHITECTS 711 EAST COLLEGE STREET, STE- 303 IOWA CITY, IA 52240 P 319.3387878 CIVIL ENGINEER SHOEM4xER8N4VAND 160 HOLIDAY ROAD CORALVILLE,M52241 P 319.351.7150 ELECTRICAL d TRAFFIC SIGNALFATION SRFOONSULTING ONE CARISON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763A75.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACNY. M 57140 P 319.333.7850 LIGNTINGDESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN SIAM P 612339.5958 PEDESTRMN MALL IMPROVEMENTS IFOWACITY,M Ot 04RNN17 TD%OD 02 0&392017 100%DD 03 191&2017 W%00 m 12292017 IM%CD �,......... ovze20,e 810 SET BD AC - CCIEH7PN 1. FOUNTAIN SEATING L401 SUBMITTAL REQUIREMENT NOTES: THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION: I. SHOP DRAWINGS FOR WALL CMU, VENEER, AND CAP STONE i. SHOP DRAWINGS FOR ENGRAVED TEKT 4. (1) SAMPLE OF 316 SS TITLE LETTER WITH MOUNTING PINS 5, (1) SAMPLE OF ENGRAVED VENEER PANEL AT FULL SCALE, 21(2' MIN S. (1) WALL MOCKUP AT END OF WALL (IN PLACE), TO FULL HEIGHT AND DEPTH OF WALL. 4- MINIMUM LENGTH. TO INCLUDE CMU CORE, FRONT, BACK. AND END VENEER PIECES. AND MORTAR JOINTS. SEE 0015 FOR LIMESTONE VENEER SCHEDULE �� J F%ISnNG TRANSFORMER PAD PLA N OF STORY WALL AT CLINTON STREET BCALE: ala•=1w• � ���ol� ❑� cam❑ �o❑oo❑�❑a��o� a112'TYP LB•CMU CORE, TYP L M33 HB STONE ANCHOR, TYP B1?TAT /2 VERTICAL SECTION OF STORY WALL AT CLINTON STREET SCALE : SIP=1•U• 316 SS LETTERS, 1Y ,BRUSHED FINISH, SET FLUSH WITH LIMESTONE CAP FACE AND SECURE WITH 1• WELDED SS PINS. DRILL AND EPDXY In a Cab' wn way, on me ----1-----------1-------------i--- 1S HIGH, 1/P DEEP ENGRAVED LETTERS (SANDBLAST) WDM D BROWN COLOR INFILL. LANDSCAPE ARCHITECT WILL PROP NORTH ELEVATION OF STORY WALL AT CLINTON STREET r7iiM WEST ELEVATION OF STORY WALL AT CLINTON STREET 4 SCALE: Na'=1'-0• 3 SCALE: 3/4'=T I? _ED 6 PM 1: 23 CLERK ITYe 10ti'd;� CAP COURSE (TOP) CUT: BEDFACE FINISH: NATURAL RED UNITPAVERA/00• HERRINGBONE PATTERN UNIT PAVER G / CORE DRILL CENTER HOLE TO ACCOMMODATE IN -GRADE UP LIGHT, TYPICAL OF (5) UNIT PAVER G / CUT TWO PAVERS TO Jl0118- WIDE TO INFILL BETWEEN FULL PAVERS. TYPICAL OF (8) 11F SRI HB STONE ANCHOR. TYP INFILL VENEER PIECE AT ENDS OF WALL. FLUSH WRH ADJACENT WALL FACE' FINISH TO MATCH ADJACENT VENEER COURSE. HANG TIGHT JOIMS, TYPICAL 692,16 TW (FRONT) —SOLD LIMESTONE WALL CAP COURSE, TYPICAL ALL SIDES CUT: VEINE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL LUT: BEDFACE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL CUT: VEINE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL OUT: BEDFACE FINISH: NATURAL BED —LIMESTONE VENEER, TYPICAL CUT: VEINE FINISH: SPLARFACED The lw6 gJMxm 6 SpT= M1 my wcr 1 va• r CI GW I m ITERS IN ACAF c^ 4' cl 1.11 IEx lleWlry _ _ SOLID UMESTONE WALL CAP TMu to Y. rcsebd j Mft b en lrb, ea Wlb Sb mrio36 Q vdWby e.B< iveviey RFmnn to ewe q[ ed wrs( eInn pe gea " have M1he Moir 1 COURSE, TYPICAL ALL SIDES bySid ve, My by 9NIe ea Slone., ea by nada ene Maftec. M: b1MeNfeythSl CIY' ea -, —e P r L dLee od ee sm ehllel Me ^ ,d Me inpeu 0 m I .uuPenn .,a p,ewnwmw of ndreru CUT: VEINE FINISH:SMOOTH c_EU T OF INFILL VENEERADJACENT s f VERTICAL VEINE WALL FACE VEUSH NEER. FINISH TONTCH A FACE ADJACENT VENEER.OURSE - VENEER COURSE EDGE FACE. EDGE FA v O 1/4• RAKED MORTAR JOINT WITH LADCRETE WUL COLOR TO MATCH VENEER, TYPICAL AT ALL VENEER JOINTS. _ be C.EJ f r.tia VERnCAL 2 .Z. VEINE L402 7 f c.0 19• DRAINAGE GAP AT BOTTOM VENEER COURSE. TYPICAL IY/Ayp'��// Y/(1yy IL II F' ARMI�W✓WI.�II� In a Cab' wn way, on me ----1-----------1-------------i--- 1S HIGH, 1/P DEEP ENGRAVED LETTERS (SANDBLAST) WDM D BROWN COLOR INFILL. LANDSCAPE ARCHITECT WILL PROP NORTH ELEVATION OF STORY WALL AT CLINTON STREET r7iiM WEST ELEVATION OF STORY WALL AT CLINTON STREET 4 SCALE: Na'=1'-0• 3 SCALE: 3/4'=T I? _ED 6 PM 1: 23 CLERK ITYe 10ti'd;� CAP COURSE (TOP) CUT: BEDFACE FINISH: NATURAL RED UNITPAVERA/00• HERRINGBONE PATTERN UNIT PAVER G / CORE DRILL CENTER HOLE TO ACCOMMODATE IN -GRADE UP LIGHT, TYPICAL OF (5) UNIT PAVER G / CUT TWO PAVERS TO Jl0118- WIDE TO INFILL BETWEEN FULL PAVERS. TYPICAL OF (8) 11F SRI HB STONE ANCHOR. TYP INFILL VENEER PIECE AT ENDS OF WALL. FLUSH WRH ADJACENT WALL FACE' FINISH TO MATCH ADJACENT VENEER COURSE. HANG TIGHT JOIMS, TYPICAL 692,16 TW (FRONT) —SOLD LIMESTONE WALL CAP COURSE, TYPICAL ALL SIDES CUT: VEINE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL LUT: BEDFACE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL CUT: VEINE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL OUT: BEDFACE FINISH: NATURAL BED —LIMESTONE VENEER, TYPICAL CUT: VEINE FINISH: SPLARFACED The lw6 gJMxm 6 SpT= M1 1 va• r CI GW A m ITERS IN ACAF _ 4' . IEx lleWlry _ _ M. Made ewcel m medr, TMu to Y. rcsebd j Mft b en lrb, ea Wlb Sb mrio36 Q vdWby e.B< iveviey RFmnn to ewe q[ ed wrs( eInn pe gea " have M1he Moir 1 ,pMyram-meomt b5lt ___. _y bySid ve, My by 9NIe ea Slone., ea by nada ene Maftec. M: b1MeNfeythSl CIY' ea -, —e P r L dLee od ee sm ehllel Me ^ ,d Me inpeu 0 m I .uuPenn .,a p,ewnwmw of ndreru In a Cab' wn way, on me ----1-----------1-------------i--- 1S HIGH, 1/P DEEP ENGRAVED LETTERS (SANDBLAST) WDM D BROWN COLOR INFILL. LANDSCAPE ARCHITECT WILL PROP NORTH ELEVATION OF STORY WALL AT CLINTON STREET r7iiM WEST ELEVATION OF STORY WALL AT CLINTON STREET 4 SCALE: Na'=1'-0• 3 SCALE: 3/4'=T I? _ED 6 PM 1: 23 CLERK ITYe 10ti'd;� CAP COURSE (TOP) CUT: BEDFACE FINISH: NATURAL RED UNITPAVERA/00• HERRINGBONE PATTERN UNIT PAVER G / CORE DRILL CENTER HOLE TO ACCOMMODATE IN -GRADE UP LIGHT, TYPICAL OF (5) UNIT PAVER G / CUT TWO PAVERS TO Jl0118- WIDE TO INFILL BETWEEN FULL PAVERS. TYPICAL OF (8) 11F SRI HB STONE ANCHOR. TYP INFILL VENEER PIECE AT ENDS OF WALL. FLUSH WRH ADJACENT WALL FACE' FINISH TO MATCH ADJACENT VENEER COURSE. HANG TIGHT JOIMS, TYPICAL 692,16 TW (FRONT) —SOLD LIMESTONE WALL CAP COURSE, TYPICAL ALL SIDES CUT: VEINE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL LUT: BEDFACE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL CUT: VEINE FINISH: SMOOTH —LIMESTONE VENEER, TYPICAL OUT: BEDFACE FINISH: NATURAL BED —LIMESTONE VENEER, TYPICAL CUT: VEINE FINISH: SPLARFACED The lw6 gJMxm 6 SpT= M1 Y Ia n m Ne ni el Iran- P m tx� ler 19' RAKED MORTAR JOINT WITH eca e 9urehl !, IeM ey wlnA19 _ LATICRETE MINIS,COLOR TO MATCH VENEER. TYPICAL AT ALL Mel.e MII 2CW _ _ VENEER JOINTS. 114• DRAINAGE GAP AT BOTTOM c VENEER COURSE. TYPICAL I 1 —1---------------1---I 88515 TOP I 1 genus [ londxope architect ] 325 EAST 5- STREET DES MOINES, A 50309 T 515 284 1010 W W W.GENUSHA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 333 IOWACRY, A52240 P 319.3337878 CNN ENGINEER SHOEMAKER 8 KWANO 160 HOLIDAY ROAD CORALVILLE, A52241 P 319.3511150 ELECTRICAL 6 TRAFFIC SIGNAIIIATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55M74443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 52240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P 612339,5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA 01 Mn8R017 77% DO 02 ON30Y2017 100%DD 03 1W16n01T Si CE, M 1212 17 100%CD os olnM la BID SET BD ^ ..w AC CCI EH/PN/SS STORY WALL AT CLINTON 16034 a 2 L4DT ITEMS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION: 1. SHOP DRAWINGS FOR WALL CMU, VENEER, AND CAPSTONE 2, SHOP DRAWINGS FOR 31655 TMELINE,BIRD '. SILHOUETTES, AND TITLE TEXT 4. (1) WALL MOCKUP AT END OF WALL (IN PLACE), TO FULL HEIGHT AND DEPTH OF WALL, W MINIMUM LENGTH. TO INCLUDE CMU CORE, FRONT, BACK, AND END VENEER PIECES, AND MORTAR JOINTS. 5. (1) SAMPLE OF 316 SS TITLE LETTER WITH MOUNTING PINS 6. (1) SAMPLE OF INTERPRETIVE PLATE AND FRAME CHANNEL, 3' MIN, SECTION, TO INCLUDE PROPOSED FINISHES, HARDWARE. AND INTERPRETWE TEXT ENGRAVING SWDLIMESTONF WALL CAP COURI TYPICAL ALL SID CUT: VEIL 316 GS TIMELI FRAME FLUSH WI END FACE OF WA SEE DETAILS 6]ILJ 114' RAKED MOI JOINT WITH LATIOI MVIS, COLOR TO MI VENEER, TYPICR ALL VENEER JOI LAP DRAINAGE AT BOTTOM VU 61? TYP INFILL VENEER PIECE AT ENDS OF WALL, FLUSH WITH ADJACENT WALL FACE VENEER. FINISH TO MATCH ADJACENT VENEER COURSE. JAPAIRGAPATALLJOINTS, TYPICAL EXISTING TRANSFORMER PAD TO REMAIN EXISTING TRAN5FORMER OIL CONTAINMENT TRENCH RIVER ROCK TO REMAIN 2 4M NEW 3R ENLLOSUI —� STORY WALL l ! ISI laI i I0I I PLAN OF STORY WALL AT BHMP _3=1 315 SS TIMELINE, SEE >�* J DETAILS7,84502 X433 HE STONE ANCHOR. TYP 41I2TYP 81 CMU CORE, TYP VERTICAL SECTION OF STORY WALL AT BHMP SLAL.E:3N'=1'-0' FILES AT TIME OF FABRICATION, AND DIRECT FINAL WALL PLACEMENT IN THE FIELD. VENEER, TYPICAL ALL SIDES UNIT PAVER F I CORE DRILL scaLE: 314•=1'4r MADE HOLE TO ACCOMMODATE TIMELINE INTERPRETIVE PANEL AT VERTICAL BAR. SEE DETAIL 70.502 316 SS TIMELINE WITH ENGRAVED INTERPRETIVE PLATES (BRUSHED FINISH). AND FRAME 316 SS LETTERS. laP ,BRUSHED FINISH. SET FLUSH WITH LIMESTONE (MIRROR POLISH FINISH), SEE DETAIL T/1502. SEE DETAILS 6,7/LW2. LANDSCAPE ARCHITECT FCAP FACE AND SECURE WITH I• WEDDED SS PINS. DRILL AND EPDXY WILL PROVIDE DIGITAL ART FILES WITH FINAL ENGRAVING CONTENT AT TIME OF FABRICATION.—` EXISTING TRANSFORMER PAD TO REMAIN FILED SOLID NLIMESTONE MALL WAIgAUUN1i�t�uI PARK n1 E%ISTING BUILDING FAGS OF PARK 201 a L404 W. UNIT PAVER C 190' I-----------------� MAINTAIN IIO•EXPANSHIN JOINT WITH +692.09 TOP HERRINGBONE PATTERN SLAL.E:3N'=1'-0' FILES AT TIME OF FABRICATION, AND DIRECT FINAL WALL PLACEMENT IN THE FIELD. VENEER, TYPICAL ALL SIDES UNIT PAVER F I CORE DRILL ��IWAS MADE HOLE TO ACCOMMODATE N -GRADE UP TYPICAL OF (9) JU.CENTER UNIT PAVE� cur rrvoERB FGHT. TO i9 TI'WIOE:NFT NFULLPAVERS W. ANCHOR TYP 1 ADJACENT VENEER COURSE. 1A' AIR GAP AT ALL JOINTS, TYPICAL 690.47 TW (FRONT) —SOLID LIMESTONE WALL CAP COURSE, TYPCIAL ALL SIDES CUT: VEINE FINISH:SMOOTH —LIMESTONE VENEER. TYPICAL CUT:BEDFACE FINISH: SMOOTH � 1WRAKEDMORTARJOINT WITH LATICRETE MVIS, COLOR TO MATCH VENEER, TYPICAL ATALLVENEERJOINTS. LIMESTONE VENEER, TYPICAL CUT: BEDFACE FINISH: NATURAL BED LIMESTONE VENEER. TYPICAL CUT: VEINE FINISH: SPLITFACED LIMESTONE VENEER, TYPICAL FINISH: MACHINE SMOOTH CUT:VEINE �—IMH DRAINAGE GAP AT BOTTOM Illy VENEER COURSE. TYPICAL •--------1'--'----------------1------------- u I-----------------� MAINTAIN IIO•EXPANSHIN JOINT WITH +692.09 TOP WEST ELEVATION OF STORY WALL AT BHMP FACE), EMBED 1? INTO VENEER AND SET WITH WELDED I•PINS (DRILLAND BACKER ROD AND SEALANT BETWEEN EPDXY), TYPICAL OF T. LANDSCAPE ARCHITECT WILL PROVIDE FINAL. DIGITAL ART 316 SS TIMELINE AND LIMESTONE SLAL.E:3N'=1'-0' FILES AT TIME OF FABRICATION, AND DIRECT FINAL WALL PLACEMENT IN THE FIELD. VENEER, TYPICAL ALL SIDES ��IWAS MADE ANCHOR TYP 1 ADJACENT VENEER COURSE. 1A' AIR GAP AT ALL JOINTS, TYPICAL 690.47 TW (FRONT) —SOLID LIMESTONE WALL CAP COURSE, TYPCIAL ALL SIDES CUT: VEINE FINISH:SMOOTH —LIMESTONE VENEER. TYPICAL CUT:BEDFACE FINISH: SMOOTH � 1WRAKEDMORTARJOINT WITH LATICRETE MVIS, COLOR TO MATCH VENEER, TYPICAL ATALLVENEERJOINTS. LIMESTONE VENEER, TYPICAL CUT: BEDFACE FINISH: NATURAL BED LIMESTONE VENEER. TYPICAL CUT: VEINE FINISH: SPLITFACED LIMESTONE VENEER, TYPICAL FINISH: MACHINE SMOOTH CUT:VEINE �—IMH DRAINAGE GAP AT BOTTOM Illy VENEER COURSE. TYPICAL •--------1'--'----------------1------------- —1-------------1---------------- 316 STAINLESS STEEL HAWK SILHOUETTE, 1• THICK (MIRROR POLISH FINISH ON I-----------------� MAINTAIN IIO•EXPANSHIN JOINT WITH +692.09 TOP WEST ELEVATION OF STORY WALL AT BHMP FACE), EMBED 1? INTO VENEER AND SET WITH WELDED I•PINS (DRILLAND BACKER ROD AND SEALANT BETWEEN EPDXY), TYPICAL OF T. LANDSCAPE ARCHITECT WILL PROVIDE FINAL. DIGITAL ART 316 SS TIMELINE AND LIMESTONE SLAL.E:3N'=1'-0' FILES AT TIME OF FABRICATION, AND DIRECT FINAL WALL PLACEMENT IN THE FIELD. VENEER, TYPICAL ALL SIDES 11) MOCKUP REQUIRED FOR LANDSCAPE ARCHITECT REVIEW AND APFROVAL genus [ landscape architect ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 284 1010 WWW.GF us.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 3D3 IGWA CITY, M57140 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HN4AND 160 HOLIDAY ROAD CORFLVILLE, A 52241 P319351.7150 SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551474443 P 76.7.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 171 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET BE STE 200 MINNEAPOLIS, MN 55414 P612,339.5958 PEDESIHIAN MALL Ih9R0VEMENTS IOWACITY,M 01 OIRSR017 ]0Y. DO 02 DSOI)a01T VX%DO 03 1WIM01T 50%CD 04 1NMROtT 100%CD 05 01aW016 BIDSET BODY AC ra CC/EH/PNISS STORY WALL AT BHMP uIKER L403 SOLID LIMESTONE WALL CAP COURSE, TYPICAL ALL SIDES CUT: WINE FINISH: SMOOTH INFILL VENEER PIECE AT ENDS OF WALL FLUSH W ITH ADJACENT WALL FACE VENEER. FINISH TO MATCHADJACENTVENEER 1/4' RAKED MORTAR JOINT WITH LATICRETE WIS. COLOR TO MATCH VENEER. TYPICAL ATALL VENEERJOINTS. 114' DRAINAGE GAP AT VENEER COURSE, 886.00 1VV 3 SOUTH ELEVATION OF STORY WALL AT CLINTON STREET SCALE:&4'=1'-0' SOLID LIMESTONE WALL CAP COURSE, TYPICALALL SIDES CUT. VEINS FINISH: SMOOTH 316 SS TIMELINE FRAME FLUSH WITH END FACE OF WALL, SEE DETAILS T.&LW2 11V RAKED MORTAR JOINT WITH IATICRETE WIS, COLOR TO MATCH VENEER, TYPICALAT 1M'DRAINAGE GAP AT BOTTOM VENEER COURSE. TYPICAL INFILL VENEER PIECE AT ENDS OF WALL, FLUSH WITH ADJACENT WALL FACE VENEER FINISH TO MATCH ADJACENT VENEER COURSE. 11&AIR GAP AT ALL JOINTS, TYPICAL I 71 1IY I I 1403 � • L-----------------1-----------------'L-------------'L---------------1---------- 10_ H --------- SOTH ELEVATION OF STORY WALL AT BHMP EAST LEVATION OF STORY WALL AT BHMP 4 scALE:&4•=ru• 2 scALE:&sE•=r-0' I+�rL___1_____________1_______________i_____________ 1___________ I i EAST ELEVATION OF STORY WALL AT CLINTON STREET SCALE:&4•=1'-0' FILED jolafEB 16 PM 1; 23 ',IOWACIR CITY- d A SB2.B7 TW(BACK) SOLID LIMESTONE WALL OAP COURSE. TYPICAL ALL SIDES COT: WINE FINISH: SMOOTH ---_ LIMESTONE VENEER TYPICAL CUT: BEDFACE FINISH: NATIRALBED MAINTAINIRPAIRGAPATALL eu VENEER JOINTS, TYPICAL LIMESTONE VENEER, TYPICAL CUT: WINE FINISH: SMOOTH LIMESTONE VENEER. TYPICAL OUT: BEDFACE FINISH: SMOOTH - — —_ — — - LIMESTONE VENEER. TYPICAL c-ul -- OUT: WINE FINISH: SPLITFACED WITORMNAGEGAPAT STEM WALL TYPICAL _______i__________________________� 90.39 W (BACK) .OLID LIMESTONE WALL CAP CURSE, TYPCIAL ALL SIDES U :VEINE INISH: SMOOTH IMESTONE VENEER, TYPICAL :U1: BEDFACE INISH: SMOOTH IMESTONE VENEER, TYPICAL :UT: BEDFACE INISH: NATURAL BED IMESTONE VENEER TYPICAL UT: WINE IRISH : SMOOTH IMESTONEVENEERTYPICAL UT: VEINS INISH: SPUTFACED MP WED MORTAR JOINT VIII IATICRETE WIS, )OLOR TO MATCH VENEER, `YPICALAJL VENEER JOINTS. /4• DRAINAGE GAP AT BOTTOM IENEER COURSE, TYPICAL genus [ landscape architects ] 325 EAST 5TM STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. MIS IOWA CITY. A52240 P 319.3387678 CIVIL ENGINEER SHOEMAKER 8 HAAIAND 160 HOLIDAY ROAD CORALVILLE, M52241 P3193511150 ELECTRICAL 8 TRAFFIC SIGNALPARON SRFCONSULTING ME WILSON PARKWAY NOM, STE. 15D MINNEAPOLIS, MN 55447,1443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, M 52240 P 319.3331850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5955 PEDESTRIAN MOLL RIPROVEMENTS IIOOWACTTY,A FM 01 04 17 MOD 02 0&30.2017 100% DO Be 10,152017 50% DO 01 1220.2017 100%CD OB 01282019 BID SET CCI EH/PN/SS STORY WALL ELEVATIONS 10,34 L404 genus FILED P" 1.23 201a _ 16 CITY CLE'OYdA CITY. IOWA UNIT PAVER A/ BY HERRINGBONE _ PATTERN, SEE MATERIALS PLAN UNIT PAVER A I SOLDIER COURSE, SEE MATERIALS PLAN I 5 UNIT PAVER B 190' HERRINGBONE. L505 " SEE MATERIALS PIAN UNIT PAVER AIW HERRINGBONE - - UNIT PAVER D I BO' HERRINGBONE PATTERN, SEE MATERIALS PLAN i _ PATTERN, SEE MATERBLLS PUW _ -- - r -• UNITIBA°HERRINGBONE i a alit [:.1 UNIT PAVER A I TRIPLE STRETCHER I PATTERN, E M1ATERNLS PLAN SEE E COURSE. SEE MATERIALS PIAN I,. UNIT PAVER A/ RUNNING BOND PATTERN. SEE MATERIALS PLAN F EDGE OF BUILDING T IIII =77M PA Ht '. L _... PLAN OF PAVING AT BHMP TYP PLAN OF PAVING AT CLINTON STREET NP 3 SCALE INT'=1'-0' SCALE: II4'=1'-0' EDGE OF BUILDING UNIT45° HERRINGBONE PATTERN, TERN, SEE MATERIALS PLAN TIN UNIT PAVER AI RUNNING BOND b PATTERN, SEE MATERIALS PLAN UNIT PAVER AI SOLDIER COURSE, SEE MATERIALS PLAN N A S. X. ALIDN b � f {a �\ PA UNIT PAVER D 145' HERRINGBONE PA PATTERN. SEE MATERIALS PLAN UNIT PAVER D I RUNNING BOND PATTERN. SEE MATERIALS PLAN UNIT PAVERA I SOLDIER COURSE, SEE MATERIFL5 PLAN PLAN OF PAVING AT ICPL (TYP) - scALE. v4 = r -o [landscape archifecfs ] 325 EAST 5- STREET DES MONES. w 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 321 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 3193387878 CIVIL ENGINEER SHOEMAKER S HAAND 160 HOLIDAY ROAD CORALVILLE, W 53141 P 319.351.7750 ELECTRICAL B TRAFFIC SIGNALIZATRIN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 55M7<443 P 763.4750010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWACITY, IA52240 P319.333.78W LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS, AN 55114 P 612.3395958 PEDESTRIAN MOLL IMPROVEMENTS IOWA CRY, M Ol M2B201T 79% DO 02 08l4DR017 100%DD 03 10IMIT 80%CD M 121M"M17 100%CD 05 01I2W2018 BID SET BD° Ac CCIEHIPNISS PAVING PLANS 1E034 L405 ICPL BUILDING SALVAGED ICPL SIGN Ioi� ICPL SIGN SCAlE: GRANITE FOUNTAIN DRAIN RIM PAVER COLOR: SEE GRANITE SCHEDULE G014 CONVEX TOP RADIUS TO MATCH ADJACENT PAVERS. FIELD VERIFY ALL DIMENSIONS. EXISTING STEEL FRAME. TYP TYPE G (WDF GRANITE). ]11501 GRANITE PAVER AT SPLASH PAD BED AS 01 NEEDED LEVELING NEEDED FOR LEVELING ' •°.'.. O-HY 4ADHESIV .. I' W"HIL'SS WITH HILT HITJIY ZOO ADHESIVE •t' 48.8' I4 - < I• PCC FOOTING (4,M PSI) I... 4 M STIRRUPS AT 1'4r O.C. CONTINUOUS .. .°. I.. DRAINAGE MAT (WR MEADOWS 5035) . PAVEMENT TYPE C. SEE DETAIL 3AW1 • 015 CONTINUOUS AT 1' O. C. i T >t`' •' b CONTINUOUS AT V O.C. MAX. d TOP AND BOTTOM AS NEEDED FOR LEVELING CRUSHED STONE BASE PER GEOTECHNICAL REPORT FOR . .e' e REQUIREMENTS AND EXTENTS ICPL SIGN SCAlE: GRANITE FOUNTAIN DRAIN RIM PAVER COLOR: SEE GRANITE SCHEDULE G014 CONVEX TOP RADIUS TO MATCH ADJACENT PAVERS. FIELD VERIFY ALL DIMENSIONS. EXISTING STEEL FRAME. TYP TYPE G (WDF GRANITE). ]11501 GRANITE PAVER AT SPLASH PAD 8 SCALE: HALF SIZE 01 EXPANSION JOINT (EJ), 3 718' GRANITE PAVER INLAY BAND, SEE DETAIL 1011-501 COLOR: SEE GRANITE SCHEDULE G014 101101201] W%CD EXPOSED FACE FINISH: THERMAL 48.8' BOTTOM AND SIDES: SAWCUT il4' IN STALL TOP FLUSH WITH ADJACENT -Y- BOTTOM AND BACK FINISH: SAWCUT PAVEMENT. t14'BpEFKHYDROMENT 1' 8' r GROUT JOINTS BLIGHT ADMIXTURE 015 CONTINUOUS AT 1' O. C. BETWEEN LIGHT PAVERS), TYPICAL d AS NEEDED FOR LEVELING MORTAR SETTING BED . .e' e FAVEIVEMTYPEC GRANITE PAVER INLAY AT PCC WDF 9 SCALE:11n•=1.1-• 10 GRANITE PAVER INLAY AT UNIT PAVERS (WDF) SCALE:11n'=t'-0' PLAN OF GRANITE STEP AT MERGE ENTRY EXISTING ICPL BUILDING COLUMN z6• GRANITE STEP, VY COLOR: RAVEN NOIR, t 0Y EXPOSED Rte, THERMAL, BOTTOMANDMICK FINISH SAWCUT PAWSNTTYPEC,SEEDETAIL3/1-501 EXPANSION JOINT (EJ), SEE DETAIL 1WLW1 . PROTECT EXISTING CONCRETE TOPPING 4 –MAX 1' NON -SHRINK GROUT BED AS • NEEDED FOR LEVELING PAVEMENT TY PEE(MERGEBASEMENT), SEE DETAIL 5AW1 PROTECT EXISTING RETAIL ENTRY STRUCTURE AND WATERPROOFING GRANITE STEP AT MERGE ENTRY OVER STRUCTURE 5 SGLE:3l4•=1w. 1n'0 X W SS DOWEL @ 1'$ O.C. 2'$ ,. 8' ,. W/HILTIHIT.HY2WADHESIVE MAX 1' NON -SHRINK GROUT BED —ot — AS NEEDED FORLEVELING 01 EXPANSION JOINT (EJ), COLOR RAVEN NOIR, SEE DETAIL 1011-501 G3 101101201] W%CD M "DOWELSAT A � i PCC FOOTING (4.000 MI) M4 STIRRUPS AT 1'6' O.C. BOTTOM AND BACK FINISH: SAWCUT CONTINUOUS 1' 8' r 015 CONTINUOUS AT 1' O. C. MAX, TOP AND BOTTOM 1' O.C. 1'8 �v CRUSHED STONE BASE PER GEOTECHNICAL REPORT FOR _ c........... h REQUIREMEN S AND EXTENTS �LRANITE STEP AT MERGE ENTRY SCALE:3M'=1'8 CLADDING ANG FLASHING tl4' BACKER ROD AND SEALANT EXTEND GEOTEXTILE FABRIC AT EDGE. UP TURN 2' MIN. DRAINAGE MAT (IYR MEADOWS 5035) 8' SOUTH OF MERGE ENTRY WHERE e'. SUBSLABISABOVEFIASHING UNIT PAVER AT GRANITE CLADDING STALE: =1'-0' S•4' BACKER ROD AND SEALANT S32 GIR%N•IITTEE STEP LED LPROT ;CT EXISTING CONCRETE TOPPING 2019FE 16 PI1 123 GRANITE STEP AT N LNG A SCALE 112'=1'-0' .r wAL CITY. jgwi PLAN OF GRANITE PLATFORM AT ICPL ENTRY SCALE: 1/4'=t'-0' _A ICPL ENTRY K NOSING W. 3 TERRACE SEATING AT WDF SCALE: &4'=1'-0' GRANITE STEP, TYPICAL COLOR MESABI BLACK, EXPOSED FACE FINISH: THERMAL, BOTTOM AND BACK FINISH: SAWCUT 1n'0 X B' SS DOWEL.2 PER BLOCK, WITH HILTI HIT-HY 2W ADHESIVE. TYP MAX 1' NON -SHRINK GROUT BED AS NEEDED FOR LEVELING Q 1'801-. ION JOINT (EJ). AIL 101LW1 EPDXY (8- EMBED) (2)MCONT. N44D 1'6' 0.0. genus [ landscape architects ] 325 EAST STM STREET DES MOINFS.IA 50309 T 515 284 1010 w .GENUS-LA.COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, ASZM0 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HAAMD 160 HOLIDAY ROAD CORALVILLE, IA SU41 P319.351.7150 ELECTRICAL 8 TRAFFIC SIGNAIIZABON SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 5WTA443 P 767.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, A 522 P 319.333.785J LMNRNG DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWACDY,A 01 04I2MZOT7 TODD COLOR RAVEN NOIR, 011MOAN17 1W%DD G3 101101201] W%CD M EXPOSED FACE FINISH: THERMAL, 05 01RS4018 BID SET BOTTOM AND BACK FINISH: SAWCUT 1' 8' r MAXI-NONSHMNKGRWTSED 1n' AS NEEDED FOR LEVELING FAVEIVEMTYPEC SEE DETAIL 31LW 1 ASPHALT SETTING BED OVER EXISTINGGRADESEMI,TYP -2— 'A "XY6'DOWELINTOEXISnNG qm GRADE BEAM AT V O.C. WITH HILTI •. - HRAE 5W V3 EPDXY IT EMBED) I•e '• DRAINAGEMAT(WRMEADOWSW35; • { ,• PROTECT EXISTING GRADE BEAM •I - 1/2'0 X 8' SS DOWEL, 2 PER BLOCK e .. WITH HILTI HIT-HY 200 ADHESIVE J ?• • I• EXPANSION MINT (U) SEE DETAIL 101LW1 I. "DOWELSATTO.C. 18 -ILII _� • I PCC FOOTING (4.0D0 PSI) P L p45TRRUPSAT I'80.C. NSCCNTINUOUSATI'O.C. MAX, TOP AND BOTTOM GRANITE STEP AT ICPL ENTRY 2 SCALE:3l4' = r.m PAVEMENTTYPEC, SEE DETAIL 3ILW1 MX3'@1'S'O.C. /r / �W91'6'O.C. EACH WAY / K NOSING W. 3 TERRACE SEATING AT WDF SCALE: &4'=1'-0' GRANITE STEP, TYPICAL COLOR MESABI BLACK, EXPOSED FACE FINISH: THERMAL, BOTTOM AND BACK FINISH: SAWCUT 1n'0 X B' SS DOWEL.2 PER BLOCK, WITH HILTI HIT-HY 2W ADHESIVE. TYP MAX 1' NON -SHRINK GROUT BED AS NEEDED FOR LEVELING Q 1'801-. ION JOINT (EJ). AIL 101LW1 EPDXY (8- EMBED) (2)MCONT. N44D 1'6' 0.0. genus [ landscape architects ] 325 EAST STM STREET DES MOINFS.IA 50309 T 515 284 1010 w .GENUS-LA.COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, ASZM0 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HAAMD 160 HOLIDAY ROAD CORALVILLE, IA SU41 P319.351.7150 ELECTRICAL 8 TRAFFIC SIGNAIIZABON SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 5WTA443 P 767.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, A 522 P 319.333.785J LMNRNG DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWACDY,A SO .e.iv AC �m CCIEHIPNISS GRANITE DETAILS an0x L406 01 04I2MZOT7 TODD 02 011MOAN17 1W%DD G3 101101201] W%CD M 12/20121117 1W%CD 05 01RS4018 BID SET SO .e.iv AC �m CCIEHIPNISS GRANITE DETAILS an0x L406 WC W4• 1X41PE SCREEN MATERIAL, ALIGN WRH TOP AND BOTTOM OF FRAME, EQUAL SPACING. APPROA LATELY I0. TYP 1X41PE SPACER, ATTACH TO SCREEN POST WITH 5/18-18 X 1114•TYPE F THREAD CUING SCREW / TORX I FLAT HEAD I I" BE (FASTENER SUPERSTORE I PART NUMBER: 413145). PRE -DRILL AND COUNTER SINK VA' OC. GALVANIZED STEEL 4'X4'%318• POST WITH 1l4' CAP PLATE SEAL -WELDED AT TOP 11/4' SS WOOD SCREWS. 112' SPACING O.C.. PRE -DRILL AND COUNTER SINK. TYP TRANSFORMER OIL CONTAINMENT TRENCH ROCK AND LINER EXPANSION JOINT (EJ). SEE DETAIL 1WL501(AT EACH POST, TYP) Q SEE DETAIL 1IL501 SCREEN ALIGN WITH 1 � b L PAVEMENT TYPE A. w /\ SEE DETAIL I&WI 1X41PE SPACER, ATTACH TO SCREEN TOP WI 18 f I Pfts EE M1FWT PL&4•%10X10 WITH W4•B HILTIKWIK BOLT 3 EXPANSION ANCHORS WITH 1 r � AROUND (5' O MIN. EMBEDMENT). m fTA CITY, IOWA - j'_•_� _,'.1 / VERTICALS WITH III- I • �� T. / STANDARD HOOKS �':�?1-•�+ - 833PIRALTIE AT 3'O.C. rI a -t Imo' Y I I_II-II •1:.?' --,r. - I=II EBXT DEP HPLC FOO TNG SECTION OF SCREEN 3 scALE:r=ro• om N PLAN OF SCREEN O SCAlE: 1'=1'4Y (PROTECT) EXISTING TRANSFORMER CONTAINMENT AREA 1010 PLANTINGAREAPERPLAN d' SEE DETAIL 1IL501 SCREEN ALIGN WITH L TIP AND BOTTOM OF FRAME, EQUAL TIP AN OF FRAM V {Fri�i, 4 POST WITH (ZM-POST tl4'CAP PIATE SEAL -WELDED AT TOP 1X41PE SPACER, ATTACH TO SCREEN 9¢2 WI 18 f I Pfts EE M1FWT r � SUPERSTORE/ PART NUMBER: 413145). O MArl COUI-pER SINK I4' O.C. m fTA CITY, IOWA J SIM SEE DETAIL VUl PL W4XIOX10 WITH W4•B HILTI KWIK BOLT 3 EXPANSION ANCHORS WITH 1 112' PLATE DISTANCE ALL MOUND (5• MIN. EMBEDMENT). genus [ landscape architect ] 325 EAST 5TM STREET DES MOINES, IA 503D9 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 393 IOWA CITY, A52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER&HAALAND 160 HOLIDAY ROAD CORALVILLE, IA 041 P 319.351.7150 ELECTRICAL IS TRAI'M SIGWILPATION SRF CONSULTING ONE GARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A 52210 P 319.333.7&50 LIGHTING DESIGN SCHULERSHOOK 119 MAIN STREET BE, STE. M MINNEAPOLIS, MN 55414 P 612339,5958 PEDESTR6W MALL IMPROVEMENTS IOWA CITY, M m,r 01 0V282017 TOY, DO D2 OM3W2017 100%DO 03 1W152017 501. CO O4 1N31tl2017 100%CD 05 01268018 BIO SET BD ~� AC �m CCIEHIPNISS SCREEN DETAILS 18034 L407 I I FOR REFERENCE ONLY, SEE S105 FOR MODIFICATIONS TO VAULT EXISTING CONDITIONS: OEO-FOAM INFILL 1. IN ORDER FOR THE GEO-FOAM BLOCKS TO BE INSTALLED WITH THE DO STILL ON. IT IS THE CONTACTORS RESPONSIBILITY TO MAKE SURE THE ROOF IS PROPERLY SUPPORTED AT ALL TIMES, 2. THE BLOCKS MUST BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER AS TO MINIMIZE GAPS AND POSSIBIUTY OF MOVEMENT. 3. ONCE THE GEOFOAM BLOCKS ARE INSTALLED THE PLOWABLE FILL FROM GRID 5 NORTH CAN BE INSTALLED. A SEPARATION FABRIC OR PLYWOOD SHOULD BE PUT IN PLACE BETWEEN THE PDAM AND MORTAR TO MINIMIZE SEEPAGE (VERIFY WITH GEO-FOAM MANUFACTURER BEST PRODUCT FOR THIS USE. 4. IF A MATERIAL IS REQUIRED TO FILL VOIDS TO THE UNDERSIDE OF THE EXISTING LID ONCE GEO-FOAM IS INSTALLED THEN PLEASE VERIFY WITH THE GEOPOAM MANUFACTURER THE BEST PRODUCT FOR THIS, VERIFY WITH ENGINEER THE AMOUNT OF MATERIAL REQUIRED TO BE ADDED ATOP THE GEOFOAM PRIOR TO INSTALIATION. ® PLOWABLE FILL 1. PLOWABLE FILL SHOULD BE INSTALLED ATA MAXIMUM OFT-0•LIFTS 2. VENTHOLESSHOULD BE DRILLED IN THE EXISTING LIDSIABAS NECESSARY TOALLOW FLOWABLE TO FILL BETWEEN EXISTING ROOF FRAMING. ROCK BACKFILL 1. THE ROCK BACKFILL AND FLOWABLE CAN BE INSTALLED IN SHIM, AS FOLLOWS, REDUCING A NEED FOR A SEPARATION WALL. A INSTALL A 2-3•UFT OF ROCK B. INSTALL A 2-0• LIFT OF FLOWABLE (WILL HELP SUPPORT ROCK). C. REPEAT UNTIL YOU HAVE REACHED THE REQUIRED HEIGHT. WASHINGTON STREET I ff�wmml MATCH LINE Us Ja m M i Z m U) y W o ' W r f WT 1 _ I 1 % MATCH LINE 1 JEFFERSON BUILDING VAULT ABANDONMENT scALE: v1•=r-0• FILED 1.23 C1°TY L IOWA CI Y.10WA genus ] landscape architect ] 325 EAST 5- STREET DES MOINES. IA 50350 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 319.3387878 CIVIL ENGINEER SHOEMWER&HAALARO 180 HOLIDAY ROAD OORALVILLE, M 52241 P 319.351.7150 ELECTRICAL& TRAFFIC SKIMIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55441-4443 P 183.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 42 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P612339.5958 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, M 01 042N2D9 7396 DD 02 08GN201T 1001 03 iwiS w MCD 04 1220RO1T 100%CO BB 01P2W2D18 BID SET BD AC �m CCI EH PN I SS JEFFERSON BUILDING VAULT AS -BUILT 18031 BLSW BIKE LANE SYMBOL ARROW WHITE 3 scALE: v4• = r-0• ■ 4 SLW2 STOP LINE (WHITE v4•=l-0 aEl I I I I I I a O ° FILED O 4' Y 14'- L' 3' H) 2018FE6 16 FM m ' CITCLERK R 10Wp CITY.100 ELW6 CHYB Y P CLINTON STREET PLAN SCP1F: 1' • I0I C I u 0 CLINTON STREET PROFILE scAIE: r = m.-6. 21+00 genus [ landscape architects ] 325 EAST 5m STREET DFS MOINES, IA 50309 T 515 284 1010 W W W.GENUS-IA.COM ARCHRECT NELMANN MONSON ARCHITECTS 211 EAST COLLEGE STREET, STE. 303 IOWA CRY, IA 5224 P 319.3387878 CIVIL ENGINEER SHOEMAKER B HAAIAND 150 HOLIDAY ROAD CORALVIILE,1A52241 P 319.351.7150 ELECTRICAL 8 TRAFFIC SIGNAIRATION SRFWNSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 163.415.410 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, IA 5224 P 319.333.7850 LIGHTING DESIGN SCHUIERSHOOK 219 MAIN STREET SE, STE. 2D) MINNEAPOLIS,MN55414 P 612339.5958 PEDESTRIAN MAIL IMPROVEMENTS 10WA CITY, M on 04 I10MT 10% DO 02 OB fNL01T 100% DD 03 iwimiT W% CD 04 12/ZM201T 1W% CD 0 oil 18 BIO SET BID AC W CCIEHIPNISS CLINTON STREET PLAN AND PROFILE L409 AND", I;fl� 111: ion rr�rCr�iiiiiiiiiiiii�r���■iiiiiiiiiiiii�irlr� �- IIIIIIIIIuIIYI �mllllllllnnlllllllllllllllllYl 1111111111111111®IIm11n1111Y1 X1111111111111111111111 IInO Y illlllll 1111 1111111 mmiinnii m nim dillilii"Nolim11111 n rrrrr�y; rrrrrrrrrri^rrl�rrrrrrrrrrrrrr - In OF STAGE J L410 BI � E J , 5 2011 FEAJU, L410 w L410 -_ _ w L410 L O [ C1T{ `i 101Y94 --I . 9 D. D SIM 23 ELEVATION OF STAGE LOOKING WEST SG7LLE: 1' =1'4Y SEE DETAIL M531 A T 89,.58 1W " "I BEE DETAIL 10ASD1 fi81.56 10-8' 10'-9' AT BEE AW 101 5490' 5'41/2' ,3 5'41/7 5'392' 1-3' 4'A 12' SIC CHAMFER �\ RAISED PCC BAND.AT STAGE EXPOSED EDGE Tc LIMESTONE PLANTER WALL. SEE DETAIL 9L50'1 RAISED PCC BAND _ EXPANSION ' IJOINT MW(EJ), 9E E DETAIL 10.'L501 AT UNIT D PAVERS. BE UAIL y 4100AND E 61B 73 TOF RAISED PCC BAND AT LIMESTONE WALL S SCALE: 1'=,'-0' I;fl� 111: ion rr�rCr�iiiiiiiiiiiii�r���■iiiiiiiiiiiii�irlr� �- IIIIIIIIIuIIYI �mllllllllnnlllllllllllllllllYl 1111111111111111®IIm11n1111Y1 X1111111111111111111111 IInO Y illlllll 1111 1111111 mmiinnii m nim dillilii"Nolim11111 n rrrrr�y; rrrrrrrrrri^rrl�rrrrrrrrrrrrrr - In OF STAGE J L410 BI � E J , 5 2011 FEAJU, L410 w L410 -_ _ w L410 L O [ C1T{ `i 101Y94 --I . 9 D. D SIM 23 ELEVATION OF STAGE LOOKING SOUTH 2 SCALE: 94'=r-0' FIX E NO AT UNIT PAVERS. SEE DETAIL WL410 LIMESTONE WALL BEYOND w4' CHAMFER AT EXPOSED EDGE PAVEMENTTYPEB, SG7LLE: 1' =1'4Y SEE DETAIL M531 A T 89,.58 1W " "I BEE DETAIL 10ASD1 iS 10-8' 10'-9' mid PERMANENT STA GE CANOPY, 1 ll 13' 53,2' V-41/2' 13 BEE AW 101 5490' 5'41/2' ,3 5'41/7 5'392' 1-3' 4'A 12' HIT-HY 200 ADHESIVE �\ RAISED PCC BAND.AT STAGE BCALB1'=1'-0' ELEVATION OF STAGE LOOKING SOUTH 2 SCALE: 94'=r-0' FIX E NO AT UNIT PAVERS. SEE DETAIL WL410 LIMESTONE WALL BEYOND w4' CHAMFER AT EXPOSED EDGE rN %i,%'///.'W 0 RAISED PCC BAND AT UNIT PAVERS SCALE: ,"• 1'-0' 880.50 TC RAISED PCC BAND -0- . 1' X w4' DIA BARS 1' 6LONG ONG EJ) PAVEMENT TYPE C. SEE DETAIL 3A501 1. SAFE PCC BAND AT UNIT PAVERS PAVEMENTTYPEB, SG7LLE: 1' =1'4Y SEE DETAIL M531 A T 89,.58 1W BEE DETAIL 10ASD1 LIMESTONE ER WALL. Y ll� TOP TOF 1 0 X 1'-2' SS THREADED r_r DOWEL AT 2 D.C. WITH HILTI O HIT-HY 200 ADHESIVE �\ RAISED PCC BAND.AT STAGE BCALB1'=1'-0' rN %i,%'///.'W 0 RAISED PCC BAND AT UNIT PAVERS SCALE: ,"• 1'-0' 880.50 TC RAISED PCC BAND -0- . 1' X w4' DIA BARS 1' 6LONG ONG EJ) PAVEMENT TYPE C. SEE DETAIL 3A501 1. SAFE PCC BAND AT UNIT PAVERS SG7LLE: 1' =1'4Y A T 89,.58 1W m—- LIMESTONE ER WALL. Y ll� SEE DETAIL VL502 eellenel� r_r PAVEMENTTYPE C. SEE DETAIL wL501 genus [ landscape architects J 325 EAST 5TM STREET DES MOINES. IA 503D9 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACRY,1452240 P319.3M7878 CIVIL ENGINEER SHOEMAKER 8 HANhNO 160 HOLIDAY ROAD CORALVILLE A 041 P 319851.7150 ELECTRICAL 8 TRAFFIC 61GRAL01TION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, AU240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5968 PEOESTRIANMALLIMPROVEMENTS IOWA CITY, LA 01 01/28,2017 70% DO D2 06I362017 100%DO 03 1w1S2017 W% CO M 1MKQ017 100%CD 05 01J262D18 BID SET BID AC CCIE7PN7 ss STAGE DETAILS ,m34 L410 m—- Y ll� eellenel� r_r O genus [ landscape architects J 325 EAST 5TM STREET DES MOINES. IA 503D9 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACRY,1452240 P319.3M7878 CIVIL ENGINEER SHOEMAKER 8 HANhNO 160 HOLIDAY ROAD CORALVILLE A 041 P 319851.7150 ELECTRICAL 8 TRAFFIC 61GRAL01TION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, AU240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5968 PEOESTRIANMALLIMPROVEMENTS IOWA CITY, LA 01 01/28,2017 70% DO D2 06I362017 100%DO 03 1w1S2017 W% CO M 1MKQ017 100%CD 05 01J262D18 BID SET BID AC CCIE7PN7 ss STAGE DETAILS ,m34 L410 trU iiiiiniii 19— MGM 111 •.I� : TRENCH=DRAIN WDF 15 SCALE: 1•' PAVEMENT TYPE G (WIDE GRANITE), SEE DETAIL TIMI PCC SURROUND, INTEGRAL COLORED. SEE SHEET L401 FOR EXTENTS ACO K,00 KL SSIRORAIN WITH TYPE 47M IRON LONGITUDINAL GRATE, SEE C1Z2 FOR CONNECTION TO STORM PAVEMENT TYPE B, SEE DETAIL I ST JOINT WITH I -(E LONG X 1 114' DIA. BARS, 1' O.C. AT (EJ) 16• MIFAB F14W FLOOR DRAIN WITH DUCTILE IRON STRAINER SEE C511 •y FIELD CLT PAVERS AS NEEDED I PAVEMENT TYPE C, SEE DETAIL NMI EXISTING RISER SEE 0122 FOR CONNECTION TO STORM 16 SMALL AREA INTAKE SCALE: 1•=1'4)' NEENAH R-3210.0 INTAKE GRATE AND CASTING, SEE C510 I' • • 1 LIC loll LARGE AREA INTAKE 17 SCALE: 1•=ro• oll /,'\ PCC EDGE AT SHARE PATIO SCALE: 1•=1'x• 10 EXPANSION JOINT EJ 3CALE: WF SDE UDE A C I�Y n # c 4. A a tre•A . d A 11 CONTROL JOINT CJ SCALE: HPL: SIZE 4171• DOW CORNING 755 SMS BUILDING SEALANT, LIMESTONE COLOR TOP OF CONCRETE PAVEMENT SAWCUTMINT. DOW CORNING 756 SMS BUILDING SEALANT, LIMESTONE COLOR TOP OF CONCRETE PAVEMENT PCCCURB TYPE A SCALE: t•=1.41• PCC CURB TYPE B SCALE: 1' =1 D' NE • II IAi I: G PCC CURB TYPE C SCAM: i•=1'4F HANOVER SCM 4•X8• PAVER, SEE MATERIALS PIAN FOR TYPE, COLOR, FINISH AND PATTERN SAND TO LEVELAT EXISTING TOPPING SLAB PROTECT EXISTING CONCRETE TOPPING EXISTING STRUCTURAL SIABAT MERGE BASEMENT PAVEMENT TYPEE MERGE BASEMENT 5 SCALE: 1•=1'4E HANOVER BCM 4'X8• PAVER. SEE MATERIALS PLAN FORTYPE. COLOR, FINISH AND PATTERN V ASPHALT SETTING BED WATERPROOFING, SEE SHEET C503 NEW VAULT LID AT 118 E COLLEGE ST, ME SHEET 5101 FOR DETAIL AND SHEET L101 FOR TOS ELEVATIONS S PAVEMENT TYPE(VAULT) PAVEMENT TYPE 8. SEE DETAIL iA501 IDOT GRpD. MAL MODIFIED SUBBASE III— �iI- PROOF ROLLED SUBGRADE. III—I PER REFERENCE ITEM 11GG0o8 isr10i• I I yo, All � IIII1_ -�S_�iic��r:r:, PCCCURB TYPE A SCALE: t•=1.41• PCC CURB TYPE B SCALE: 1' =1 D' NE • II IAi I: G PCC CURB TYPE C SCAM: i•=1'4F HANOVER SCM 4•X8• PAVER, SEE MATERIALS PIAN FOR TYPE, COLOR, FINISH AND PATTERN SAND TO LEVELAT EXISTING TOPPING SLAB PROTECT EXISTING CONCRETE TOPPING EXISTING STRUCTURAL SIABAT MERGE BASEMENT PAVEMENT TYPEE MERGE BASEMENT 5 SCALE: 1•=1'4E HANOVER BCM 4'X8• PAVER. SEE MATERIALS PLAN FORTYPE. COLOR, FINISH AND PATTERN V ASPHALT SETTING BED WATERPROOFING, SEE SHEET C503 NEW VAULT LID AT 118 E COLLEGE ST, ME SHEET 5101 FOR DETAIL AND SHEET L101 FOR TOS ELEVATIONS S PAVEMENT TYPE(VAULT) PAVEMENT TYPE 8. SEE DETAIL iA501 IDOT GRpD. MAL MODIFIED SUBBASE III— �iI- PROOF ROLLED SUBGRADE. III—I PER REFERENCE ITEM 11GG0o8 SEE DETAIL DL501 PAVEMENTTYPEB, SEE DETAIL M501 PROOF ROLLED SUBGRADE. PER REFERENCE REM IIWG0D8 PCC CURB (IDOT C3) EXISTING LININ STREET PAVEMENT, PATCH AS NECESSARY BT -3 JOINT WITH 2 LONG X 1114. M. BARS V O.C. 4 IDOTGFAD.#,4- MODIFIED SUB BASE PROOF ROLLED SUBGRADE PER REFERENCE REM 115,3008 (BLACK ADMIXTURE BETWEEN DMK PAVERS) 2• X 23314• X 23 344' GRANITE PAVER MATCH COLOR AND FINISH, SUBMIT SAMPLES FORAPPROVAL. FIELD CUT TO FT, MATCH EXISTING GRADES -PROTECT EXISTING MUD SVS REMOVE AND REPLACE GROUT WITHIN ALL GRANITE PAWING JOINTS AT WEATHER DANCE FOUNTAIN. SEE G014 FOR GRANITE SCHEDULE n PAVEMENT TYPE G (WDF GRANITE) SCALE: 1' =1'-0• /MGM,CORS UNDER ATTACH MUD H 318• ANCHORS 2' O.C.. FILL VOID UNDER MGM WITH NONSHRINK GROAT, WE PAVEMENT TYPE C, SEE DETAIL NMI SAND SETTING BED AND JOINT MATERIAL EXTEND GEOM)CHLE FABRIC AT EDGE, UP TURN T MIN. WE iol UNIT PAVER EDGING AT PLANTING AREA SCALE:1•=1'4P 1,-0• PAVEMENTTYPE( SEE DETAIL NMI PCC STEP 9 SCALE: ,•=1'-0• SEE DETAIL 31L501 1'6• LONG X 314• DIA BARS 1' O.C. AT (EJ) PAVEM1•ENT TYPE B 2 SCALE: =1'-0• l� NF K.1 KE 6010 7 lian i�rror��y. Srrur�i PAVEMENT TYPE C B SCALE:r=1'4Y HANOVER 8CM 4'X8' PAVER, SEE MATERIALS PLANS AND L405 PAVING PLANS FOR TYPE. COLOR, FINISH AND PATTERN. SMD SETTING BED AND JOINT MATERIAL NONWOVERN MOTEXTILE FABRIC TYPICAL AT EACH WEEP HOLE. PCC SUB SLAB (IDOT 03) WITH 1• WEEP HOLES. SEE L1314.135 JOINTING PLANS FOR WEEP HOLE LOCATIONS. IDOT GRAD. #14 - MODIFIED SUB BASE PROOF ROLLED SUBGRADE, PER REFERENCE REM 1151G00S /1 PAVEMENT TYPE D _ SCALE: 1' =1'd' FOR genus [ landscape architects ] 325 EAST SII STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-1A.COM ARCHITECT IOWA CITY, A52240 P319.3387878 CNIL ENGINEER SHOEM4KER8KWAND 160 HOLIDAY ROAD CORALVILLE, IA 57241 P 319.351.7150 ELECTRICAL 8 TRAFFIC SIGNALPATION SRF CONSULTING ONE WILSON PARMAY NORTH, STE. 1W MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURALENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE B IOWA CITY, IA 52240 P319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 2DO MINNEAPOLIS, MN 55414 P 612.339.SMS PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A mr Ol MOM17 70% DO 02 08OO14017 10D%DD 03 19=017 50%CID W 12=sD17 100%CD 05 otll8'2018 BID SET BID ^ AC -� CCIEHIMISS SITE DETAILS 16034 L501 SEE GNS FOR LIMESTONE 5I55D2 FOR REINFORCEMENT VENEER SCHEDULE LEEVE. FOOTING T.=.,. 02 ETRATIONS. USE 3.10 DIP FOR NOUITPENETRATION. SEE G015 FOR LIMESTONE EVE MATERIAI. AT ELECTRICAL SOLID ANAMOSA LIMESTONE CAP. ' SLOPE TOP TO .RAIN (10' PER FOOT) 01GEM(MB BID SET BOTTOMNSA CUT FINISHE CUT, SMOOTH FINISH MAY TW (FRONT) FULLCOURSEBONO -� ���� FINISH, SET FLUSH WITH LIMESTONE 1'X2' 02 y 1'4" SEE G015 FOR LIMESTONE BEAM WITH (2) NS CONT DE EDGES CAP FACE AND SECURE WITH V WELDED SOLIDANAMOSA 01GEM(MB BID SET BOTTOMNSA CUT FINISHE CUT, SMOOTH FINISH VENEERSCHEDULE AT TOP OFCORE WALL SS PINS, DRILL AND EPDXY LIMESTONECAP, SS THREADED ROD DOWEL, 12"O X 1AT f \ YO.C. WITH HILTI HIT-HY200ADHESNE SLOPE TOP TO DRAIN AND L4• SLEEVE IN LIMESTONE 682.0] 4 N5CONTINUOUS, AT 1'O.C. EACH FACE SS THREADED ROD DOWEL. ll2'0 X 6' AT (IM' PER FOOT) J TIN(MONT) MS VERTICAL. AT V OD, EACH FACE ' B O.C. WITH HILTI HIT-HY 2W ADHESIVE EXPANSION JOINT (U), SEE DETAIL VMM1. TYP SEE CAIS FOR LIMESTONE BENCH AND 14- SLEEVE IN LIMESTONE WALL I FULLCOURSE BOND �� 316 SS LETTERS, 12'X8'. BRUSHED FINISH, SET CUT TOP CMU III t t• } U33 HB STONE ANCHOR, TYP BEAM WITH (2) N CON]. SEE&SW2 FOR REINFORCEMENT � FLUSH WITH LIMESTONE CAP FACE AND SECURE COURSE AS NEEDED TANAMOSA LIMESTONE VENEER, -1-t14' AT TOP OFCORE WALL ,. WITH 1'WELDEO SSPINS, W4ILLAND EPDXY —III OFFSET AT FACE. T AIR GAP BEHIND CUT TOP CMU SLEEVE MATERIAL AT ELECTRICAL W CMU WALL WITH TIMELINE INTERPRETIVE PANEL AT COURSE AS NEEDED W33 HB STONE ANCHOR, TYP n AT 1'4' O.C.VERTICAL BAR, SEE DETAIL ]ILW2 ,fin 35 THREADED ROD DOWEL. 12'0 X6'AT SCALE: 1:16 XREF Y O.C. WITH HILTI HITADHESIV E 7 TIMELINE INTERPRETIVE PANEL 8 B'CMU WALL MID L4'SLEEVE IN LIMESTONE WALL NEM43R ENCLOSURE, SEE E8I0 BRACKET, SEE DETAIL 6M2 NS AT 1'-0' O.C. FULL COURSE BOND BEAM 3 Y ANAMOSA LIMESTONE VENEER, -1-1/4' WITH (2)ft COM AT TOP OFFSETAT FACE, 2 -AIR GAP BEHIND OF PCC STEM WALL. 31655 HAWK SILHOUETTE. 34' THICK (MIRROR POLISH FINISH ON FACE), FULL COURSE BOND R. HIGH LETTERS ENGRAVED IN VENEER, #5VEMICALDOWELATI'-0' EMBED 114- IMO VENEER AND SET WITH BEAM WITH(2)AS 1R. DEEP (SANDBLAST), SEE LL403 O.C. CENTERED IN WALLY 1-WELDEDSS PINS,DRILLANDEPDXY. CONCATTOPOF a CONCRETE EMBEDMENT TYPICAL OF 7. PCC STEM WALL. y 1/4' RAKED MORTAR JOINT WITH LATICRETE 9 RAKI IIB ED MORTAR MINT WITH RS VERTICAL DOWEL WIS. COLOR TO MATCH VENEER, TYPICAL PAVEMENTTYPE0. LATICRETE MVIS,COLOR TO MATCH AT 1'-0'O.C. ATALL VENEER JOINTS. SEE DETAIL ihW1 VENEERTYPICALATALLVENEER CENTERED IN WALL,2' FILLY AIR GAP WITH MORTAR AND PROTECT EXISTING JOINT$, CONCRETE V PROVIDE DRAINAGE GAP AT TRANSFORMEROILCONTAINMENT GM MORTAR AND EMBEDMENT 1 BASE VENEER COURSE. TYPICAL EE TRENCH ROCK AND LINER qj PROVIDE DRAINAGE PROM E DRAINAGE GM AT EE SAM VENEER COURSE, TYPICAL \ PAVEMENT TYPE C. % \ 682.09 SEE DETAIL NMI 665.16 TOP r PAVEMENTIYPE C, SEE DETAIL &M1 TOP _ t" EXPANSION JOINT EJ). ' EMMISON JOINT (EJ), II SEECETAIL10AW1,TYP WE DETAIL =Ml. TYP 115 CONTINUOUS, 15CONTINUOUS AT VOGQ EACH FACE N —IIIAT V EACH _ FACEO.C. FACE .�. ��—— PCC STEM WALL — l POC STEM WALL TIL= III _ '->,—-�- 114 AT 1'4i' O.C. TOP AND BOTTOM -may r T p4 AT 1'8'O.C.TOP AND BOTTOM I 6' a :•{ 1"., IS DOWELS AT I'O.C. EACH •w 105 DOWELS AT I'OZ. EACH FACE WITH STANDARD HOOKS •y, FACE WITH STANDARD NOOK ,•i i :� XS CONTINlOU8 AT 1'O.C. —�-4 4.�•'. #S CONTINUOUS AT I'O.C. - TOPANDBOTTOM TOPANDBOTTOM 1'-10' 1'-0" 1'-10• DRAIN TILE IN IDOT POROUS 1'-10' 1'-0' 1'-1P M IN TILE IN IDIOT POROUS BACKFILL, SEE C121-0125 5' BACKFILL, SEE C121C125 r71 SECTION OF STORY WALL AT BHMP SECTION OF STORY WALL AT CLINTON STREET 3 I SCALE16 XREF SCALE: 1:16 XREF 1l8' (2) 316 SS FRAME: 311YX12' THICK &6'tATTACH SOLID BAR, MIRROR POLISH FINISH BOLT LOCATIONS TO HOLD SIDE PANELS ON ALLOW EPDXY CURE PRIORTO F-77 BOLT LOCATIONS TO HOLD FASTENING PLATE T WITH BOLTS AND FRONT PLATES ON WARMER C CHANNEL FOR MOUNTING ALIGN OUTSIDE FACES OF PLANTER FILL MINT WITH SACKER ROD TIMELINE TO CMU CORE WALL WALL LIMESTONE BLOCKS, TYP. USE AND SEALANT. ALIGN FACE ANAMOSA LIMESTONE I NEW STONE PLASTIC SHIMS AS NEEDED BETWEEN LIMESTONE WALL, TYP FACE BEDFACE CUT, NATURAL BED FINISH ANCHOR LOCATIONS TOP: VEINE CM, SMOOTH FINISH WALL AND STEEL ANCHOR PLATES IF 31635 ENGRAVED INTERPRETIVE PLATE: BACK FACES DO HOT ALIGN. BOTTOM I ENDS: SAW CUT FINISH 3%17 W-XI18' THICK, BRUSHED FINISH. qL 7ip• 100 X V SS THREADED ROD DOWEL S TWEEN ALLOW FOR 111F MR GMBE BETWEEN EACH WALL SECTION WITH HILTI C PLATES MID FRAME, TYPICAL. PROVIDE W HIT-HY 2W ADHESIVE d LBO SLEEVE IN REMOVABLE, TAMPERRESITANT BOLTS TO LIMESTONE, (ADD NEW IF NOT CURRENTLY PIATES TO CHANNEL LANDSCAPE INSTALLED IN EXISTING PLANTER WALLS), 1I8' 312' ARCHITECT WILL PROVIDE DIGITAL ART PL&B'X3- X T WITH 11Y0 SS THREADED FILES WITH FINAL ENGRAVING CONTENT AT 6 A ROD IN 3/4.03LEEVE WITH HILT HR -M 200 1 ill' TIME OF FABRICATION. ADHESIVE, SEE DETAIL WL502 a %1 TIMELINE INTERPRETIVE PANEL & BRACKET 12' 1'S 58 ROD DOWEL AT 2' O.D. SCALE:I:2 XREF S p WITH HY 2W ADHESIVE WITH SIVE ' 0 SLEEVE � E. (ADD NEW IN LIMESTONE (ADD NEW If NOT CURRENTLY LILTI MESTONE. OT CURRENTLY ]•U 6' ,, q INSTALLED IN EXISTING PLM4TEH WMLS). BRACKET TO CONNECT T7 6 PAVEMENTTYPEC. VERTICAL SECTION TO THE CONTRACTOR SHALL PROVIDE ME DETAIL NMI HORIZONTAL SECTION SHOP DRAWINGS OF ALL 316 SS EXPANSION JOINT (EJ), TIMELINE COMPONENTS FOR REVIEW SEE DETAIL t0AS01 AND APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION. IN M'Z' EMS AT 1' O.C. WITH ------------ —LLQ— SHOP DRAWINGS SHILL INCLUDE PL 35'O'X1'(80'ANGLE) STANDARD HOOKS IF PAVING SUB ® DETAILED DIMENSIONS FINISHES, SLABIS WITHIN 4- OF WALL FOOTING HARDWARE AND INTERPRETIVE PLATE 12'0 SS THREADED ROD IN 3410 ENGRAVING TO MEET DESIGN INTENT SLEEVE WITH DOUBLE NUTS AND (�I i SHOWN IN THE CONTRACT DRAWINGS. 11WX2- WASHER, WITH HILTI HIT-HY200ADHESIVE "ATTO.GEACHWAY 3163SFRMME: 31OX1-THICK LIMESTONEPLAMERWALL, PL&OWW' -- SOLID BAR. MIRROR POLISH FINISH SEE DETAIL X442 315MF SOLID W. TIMELINE INTERPRETIVE PANEL AT VERTICAL BAR SGAUS'I _LRE' 4 ISOMETRIC OF LIMESTONE PLANTER WALL CONNECTIONS CAlE $aaB_%REF TOP VIEW iM / 114- LED 16 23 1'X2' 02 ENT NOTCH, W NATURAL SED FINISH DE EDGES i, l i " IIB JOINT FILL WITH HACKER ROD AND SEALANT. ALIGN FACE OF LIMESTONE CURB, TYP SKATE DETERRENT A SCALE: HOT TO SCALE I•�• PAVEMENT TYPE C. SEEDETAIL&MI �,-- IW CHAMFER ALL OUTSIDE EDGES. TYP SEE G011G013 FOR LIMESTONE WALL SCHEDULE. SEE 6MW2 FOR STEPPED FOOTING WHERE TOP OF FOOTING VARIES N HEIGHT GREATER THAN W BETWEEN LIMESTONE PIECES. SEE 165502 FOR ADJUSTED FOOTING WHERE TOP OF FOOTING VARIES IN HEIGHT LESS THAN 6' BETWEEN LIMESTONE PIECES. SEE 41S5W FOR REINFORCEMENT AT CORNERS OF FOOTING, TYP ME&S5W FOR REINFORCEMENT AT SLEEVED ELECTRICAL. STORM SEWER, AND IRRIGATION FOOTING PENETRATIONS, USE 6- 10 DIP FOR SLEEVE MATERIAL AT DRAIN TILE PENETRATION. USE L ID DIP FOR SLEEVE MATERIAL AT ELECTRICALOONDUITAND IRRIGATION MAINLINE FENE77 ION. TYP % �'m 1 MAX.NON-SHRINK T S BED AS NEEDED FOR R l WALL LEVELING SEE IR -100-104 DRAIN TLE IN LOOT POROUS "PRT1-lIf�If=IIIA J BACKFILL, SEE C121L125 WRM THROUGH SLEEVED 6- FOOTINGABRIC PENETRATIONS, SLEEVED FOOTING PENETRATIONS. genus landscape architects J 325 EAST 5111 STREET DES MOINES, R 50309 T 515 2S4 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET,$ TE 303 IOWA COY. R52240 P 319.3387878 CIVIL ENGINEER $IKIEMAKERBMMIAND 160HOLIMYROAD CORALVILLE R 52241 P3193511150 SRFCONSULTING ME WILSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER B IOWA CITY, IA W40 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, STE. 200 MINNFAPOUS, MN 55414 P 612.339.5958 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, R wry 01 VERTICAL FACM HFACE CUT, 02 06362017 10% DO W NATURAL SED FINISH 04 12/20/[01] 1W%CD 05 01GEM(MB BID SET BOTTOMNSA CUT FINISHE CUT, SMOOTH FINISH PLANRNG AREA,TYP f SS THREADED ROD DOWEL, 12"O X 1AT f \ YO.C. WITH HILTI HIT-HY200ADHESNE AND L4• SLEEVE IN LIMESTONE N5CONTINUOUS, AT 1'O.C. EACH FACE J MS VERTICAL. AT V OD, EACH FACE EXPANSION JOINT (U), SEE DETAIL VMM1. TYP SEE CAIS FOR LIMESTONE BENCH •. SCHEDULE III t t• } SEE&SW2 FOR REINFORCEMENT r AT SLEEVED FOOTING —III PENETRATIONS. USE 3- ID DIP FOR SLEEVE MATERIAL AT ELECTRICAL CONDUIT AND IRRIGATION NYVNLINEPENETRATON. LIMESTONE BENCH SCALE: 1:16 XREF SEE G011G013 FOR LIMESTONE WALL SCHEDULE. SEE 6MW2 FOR STEPPED FOOTING WHERE TOP OF FOOTING VARIES N HEIGHT GREATER THAN W BETWEEN LIMESTONE PIECES. SEE 165502 FOR ADJUSTED FOOTING WHERE TOP OF FOOTING VARIES IN HEIGHT LESS THAN 6' BETWEEN LIMESTONE PIECES. SEE 41S5W FOR REINFORCEMENT AT CORNERS OF FOOTING, TYP ME&S5W FOR REINFORCEMENT AT SLEEVED ELECTRICAL. STORM SEWER, AND IRRIGATION FOOTING PENETRATIONS, USE 6- 10 DIP FOR SLEEVE MATERIAL AT DRAIN TILE PENETRATION. USE L ID DIP FOR SLEEVE MATERIAL AT ELECTRICALOONDUITAND IRRIGATION MAINLINE FENE77 ION. TYP % �'m 1 MAX.NON-SHRINK T S BED AS NEEDED FOR R l WALL LEVELING SEE IR -100-104 DRAIN TLE IN LOOT POROUS "PRT1-lIf�If=IIIA J BACKFILL, SEE C121L125 WRM THROUGH SLEEVED 6- FOOTINGABRIC PENETRATIONS, SLEEVED FOOTING PENETRATIONS. genus landscape architects J 325 EAST 5111 STREET DES MOINES, R 50309 T 515 2S4 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET,$ TE 303 IOWA COY. R52240 P 319.3387878 CIVIL ENGINEER $IKIEMAKERBMMIAND 160HOLIMYROAD CORALVILLE R 52241 P3193511150 SRFCONSULTING ME WILSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER B IOWA CITY, IA W40 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, STE. 200 MINNFAPOUS, MN 55414 P 612.339.5958 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, R wry 01 0MNVINH7 70%DD 02 06362017 10% DO W I&IMOTT 60% GO 04 12/20/[01] 1W%CD 05 01GEM(MB BID SET CCI EHIPN/99 LIMESTONE DETAILS 1W34 L502 m MOST DEPENDABLE FOUNTAIN I MODEL IDINSMWI BOTTOM FILLER AND PET FOUNTAIN. SEE SPECS ANCHOR PER MFR, 3 lr! MIN. EMBED WATER SERVICE FOR DRINKING FOUNTAIN, BEE 0113 SCADRILE: NKING1'-0 FOUNTAIN To P= NEOLNIANOORPWNWELL BENCH, SEE MATERIALS RPN LIMESTONE PLANTER WALL PAVEMENT TYPE C. SEE DETAIL n511 tl 'q p a F L IL� BENCH MOUNTING scALE: r=1'LD BIKE RACCK LAYOUT O SCALE 111 K 8 BIKE RACK TYPE B SCALE: 1'=1'-0' U BIKE RACK BY MADRAx 1710'0. CUSTOM COLOR RAL -7021 SURFACE FLANGE MOUNT PER MANUFACTURER'S RECOMMENDATIONS PAVEMENT TYPE A, SEE DML 1ILWi UNIT PAVER F OR G, SEE L121-025, CORE WILL CENTER HOLE TO ACCOMMODATE INGRADE UP LIGHT BIKE RACK TYPE A s SCALE: 1'=1'-0' U BIKE RACK BY MADRAK, 1 TWO, CUSTOM COLOR RAL -7021 FIELD CUT AS NEED TO FR PAVERS TIGHT TO RACK SURFACE MOUNT FLANGE TO FCC SUBSLAB PER MANUFACTURER'S RECOMMENDATIONS it• SEE DETAIL 3&WI P CAST FDa1JRE IN PLACE AND SEAL TOP EDGE PER BLOCK WT POC MUD SLAB FOR UFLIGHT MANUFACTURER RECOMMENTATIWS PCC FOOTING, SEE 115502 eA ♦ SEE ALI.I FOR FLKTURE SEE ALI.I FOR FLYTURE _ SPECS SET TOP FLUSH SPECS, SET TOP FLUSH WITH UNIT PAVERS WITH TOP OF FOUNDATION .. .. WEFFTUBETODRAIN T .. ,. BASE OF UPTIGHT -- - "1 SEE ESM-ES115 IT. 3EE E3114E5115 • -- ELE CONDUIT. SEE ESttt-ES115 6 •• _ -IIIa11711I1IFI11I IIl I I— IN -GRADE STORY WALL UP -LIGHT CIP UP -LIGHT AT PUBLIC ART FOOTING 9 scALE:r=r4r � scALE:r=ra. FILED 2010 FEB 16 P11 I: e : CIT`( CLERK 10WA CITY.IOW/A PAVEMENTTYPEB, SEE DETAIL MW1 ' PAVEMENT TYPE D. e SEEDETAIL41L501 A BT JOINT WITH "' LONG X 1 1/4' DA. BARS t' O.C. JOINT DETAIL - CJ -2 2 SCALE: 1'=1'-0' PAVEMENT TYPE SEE DETAIL 1IL501 JOINT DETAIL PAVEMENT TYPES SEE DETAIL M501 BT JOINT WITH 1W LONG x 1 114• DA. BARS 1' O.C. JOINT DETAIL - CJ -4 4 SCALE:1•nl JOINT DETAIL -CJ-5 5 S_ V=1•-0• SEE DETAIL MWI BT JOINT WITH 1'B' LONG X 1 114• DIA BARS 1.OF. genus [ landscape architects ] 325 EAST 5- STREET DESMOINE.IA 50309 T 515 284 1010 Nkl:vftpUW1F.WK-Ta1 ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 313 IOWA CITY, A 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER& HAALAND 160 HOLIDAY ROAD CORALVILLE LA 52241 P 319.351.7150 ELECTRICAL& TRAFFIC SIGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, sm. IN MINNEAPOLIS, MN 554,174443 P 763A7S0010 STRUCTURAL ENGINEER RAILER RHODES ENGINEERING 122 E. WASHING TON STREET, STE.8 IOWA CITY, A 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55114 P612.229.59% PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A mw 01 0M282017 70% DO 02 059N2017 100% DO 03 1a1S12017 53% DO N 12/2012017 100%CD 05 olafisK18 BID SET Bo �•� Ac CCIEHIPN/SS SITE FURNISHING DETAILS d� L503 I I 6' ELEVATION A 6' b PUW S' ELEVATION A 6RI * PLAN 1'X 11 GAWE RECTANGULAR HOT DIP GALVANIZED STEEL TUBING. POWDER COAT -R :7021 10 X 6' X 6• BASE FLANGE. HOT DIP GALVANIZED STEEL TUBING. POWDER COAT -RAL:T021 PAVEMENT TYPE C. SEE DETAIL 31501 (4) Ill' 0 X S HILTI KWIK HUS -EZ SCREW ANCHOR EXPANSIONJOINT(EJ), SEE DETAIL 1 WLWI HANDRAIL CONNECTION AT BOTTOM OF RISER HANDRAIL.1"X2.11 GOUGE RECTANGUTARHGTDIP GALVANIZED STEEL TUBING, POWDER COAT - RAL:7021 DMESTW E WALL BEYOND 3 ELFELEVATION OF FOUR STEP STAIR L 3M•=ra FOUR STEP STAIR SECTION 1 SCALE: SI4'=1'1 ..�FwII -Lt11•TIi 'i •r�rsY-''r_i_'��1 TO FABRICATION. BAR, ttP. FOOTING PAVEMENT TYPE C, SEE DETAIL WLW 1 N AT 1'b• O.C. EACH WAY N X 1•-T DOWEL AT T-6- O.C. WITH HILTI HIT -RE 500 VS EPDXY (8' EMBED) AS AT T O.C. EACH WAY POWDERCGATFINISH•ry W... ALL EDGES SHALL BE EASED I GROUND. 1. ALL WELDS SHALL BE CONTINUOUS AND IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDSANDAWASTANDARDS. I. SHOP DRAWINGS SHALL BE PROVIDED FOR EACH STAIR HANDRAIL SECTION. INCLUDING RAILING AND ASSOCIATED MATERIALS PRIOR TO FABRICATION. WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT IS REWIRED PRIOR TO FABRICADW. DOWELS AT 1W O.C. ME DETAIL &L501 1. ALL STEEL TOBE GALVANIZED WITH 01 04202017 TO%DO 2. ALLL EWES ALL SHALL BOATFINIBE E ND 10% _ ___ __ ______ ---------- CONTINUOUS AN 3. ALL OUS CCEPTEDWSANO IN GAEANGUL_ RM HOT DIP GALVANIZED ACCyyORgqDANCE��W9ppIgqTNVVA��CCEPTED INDUSTRY WITH 1'%2'11 GAUGE RECTANGULAR /�/% LIMESTONE WALL BEYOND 4. ORD�AW INGSBHALL�ENPROVIOED FOR TO FABRICATION. BAR, ttP. FOOTING PAVEMENT TYPE C, SEE DETAIL WLW 1 N AT 1'b• O.C. EACH WAY N X 1•-T DOWEL AT T-6- O.C. WITH HILTI HIT -RE 500 VS EPDXY (8' EMBED) AS AT T O.C. EACH WAY POWDERCGATFINISH•ry W... ALL EDGES SHALL BE EASED I GROUND. 1. ALL WELDS SHALL BE CONTINUOUS AND IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDSANDAWASTANDARDS. I. SHOP DRAWINGS SHALL BE PROVIDED FOR EACH STAIR HANDRAIL SECTION. INCLUDING RAILING AND ASSOCIATED MATERIALS PRIOR TO FABRICATION. WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT IS REWIRED PRIOR TO FABRICADW. DOWELS AT 1W O.C. ME DETAIL &L501 01 04202017 TO%DO 02 10% _ ___ __ ______ ---------- US GAEANGUL_ RM HOT DIP GALVANIZED //i 1'%2'11 GAUGE RECTANGULAR /�/% LIMESTONE WALL BEYOND STEEL TUBING. POWDER GOAT -RAL!7W1 HOT DIP GALVANIZED STEEL NNOSING BAR, ttP. TUBING. POWDER COAT-RAL9021_� • e 1w E6'X6•BAMR_ANGE.HOTDIP //// ///L /// —.. -' \� �• 12' L504 �POWVDER OAT ERAL:T02EL NG• /�//// 1'MIN. P •.��.. •. ' •.• PCC STAIR AND FOOTING / 4� PAVEMENT TYPE C, SEE DETAIL 31L501 FINISH GRACE HUS 0X5•HILTI KWIK HUS A £Z SCREW ANCHOR E B HANDRAILCONNECTION AT TOP RISER SCALE: 1-12' =1'4Y 4 ELEVATION OF FIVE STEP STAIR SCALE:2I4•=1'a FIVE STEP STAIR SECTION 2 scALE: 3l4•=ra N AT IW O.C. EACH WAY N X 1.2' DOWELAT 1WD.C. WITH HILTI HIT -RE 6W VJ EPDXY (B' EMBED) NAT T O.C. EACH WAY genus [ landscape architects ] 325 EAST 5111 STREET DES MOINES, IA 5OGC0 T 515 2S4 IOID W W W.GENGS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 344 IOWA CITY, A52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HPALAND 160 HOLIDAY ROAD CORALVILLE, IA 52241 P319.3571150 ELECTRICAL 6 TRAFFIC SIGNALDATNNI SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 55447-4443 P 761.A750010 STRUCTURAL ENGINEER RAILER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CRY, A52240 P 319.333.70 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 20D MINNEAPOLIS, MN 55414 P 812.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 04202017 TO%DO 02 0813-42011 1(0%DD US 101B2017 MOD 04 TMX)201T 10D%CD 05 012WZ018 BID SET BDwx, Af. cc I EN I PN ISS STAIR DETAILS 1NXa L504 23S' SECTION S PAVER -GRATE SYSTEM 5 Sc—r= 1 -4 236" COURSE AT CENTER ERIMETER, CUT PAVERS I WITH ADNCENT IG EXISTING OR PROPOSED TREE ADJUST CENTER FRAME FOR PAVER THICKNESS PLUS 114' BAND SETTING BED EXTEND GEOTEXTILE FABRIC -TO EDGING, UP TURN Y MIN, t PAVEMENT TYPE C, SEE DETAIL3L501 !4NOW GALVANIZED STEEL PAVER -GRATE BY IRONSMITH, INSTALL PER MFR. F I L E D 2818 FEB 16 PM 1. 23 CITY Y CLERK IOWA CITY, I01l SET GROWN OF ROOTBALL r ABOVE FINISH GRADE. REMOVE BURLAP AND WIRE CAGE FROM TOP HALF OF FOOTBALL. DOUBLE SHREDDED HARDWOOD MULCH, 2'THICKNESS FINISHGRADE BACKFILL WITH PLANTING SOIL UNDISTURBED NATIVE SOIL PLANTING SET DROWN OF RODTBALL Y ABOVE FINISH GRADE. REMOVE BURLAP AND WIFE CAGE FROM TOP HALF OF FOOTBALL. DOUBLE SHREDDED HARDWOOD MULCH. 2 THICKNESS FINISH GRADE BACKFILL WITH PLANTING SOIL UNDISTURBED NATIVE SOIL 2 CONTAINER- BSB SHRUB PLANTING SCALE: NOT TO SCALE EDGE OF GROUNDCOVER AREA OR O `NO WALK EDGE a- DISTANCE FROM EDGE IS 12 THE SPECIFIED O.C. DISTANCE ' PLANTCENTER PLANTING ROW V TRISPACE AS SPECIFIED O.C. DISTANCE EQUAL MULCH.TIDD r r MCKFILL WITH PLANTING SOIL II -Or -N - UNDISTURBED NATIVE SOIL n-1 © -.E NO . . PLANTING rl PET AREA genus ] landscape arahiteah ] 325 EAST 57H STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUSHA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CITY. A 52240 P 319.3381818 CIVIL ENGINEER SHOEMAKER B HAM -i 160 HOLIDAY ROAD CORALVILLE. N 52241 P 319.3517150 ELECTRICAL B TRAFFIC SIGNALVATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P783A15.0010 SINUCTYRALENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, A52140 P 319.333.1850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 812339.5958 IOWA CRY, A rW 01 0428209 TOY. DO 02 06,3011 11 03 101181 MCD w 122012017 10l 0 01282018 BID SET ED AC CCIEHIPN/SS PLANTING DETAILS 16034 L505 Stainless Steal Bolt Ore Field Pull Slot I (Type II ex III) SMtl Resistant SuHaa Stainless Steel Bek 0 Pull Slot Two Piece SNM Resistant LM (Type IV) Surface Extend 8' 9 wase 6' bel alfa of he PRECAST CONCRETE COMPOSITE HANDHOLE rl SUDAS HANDHOLE SCALE: NOT TO SCALE a: � I.i P• e Xu w-I—=- -paw —=paw l;l TELECOM HANDHOLE SCALE: NOTT.. TOSCA4E HANDHOLE DIMENSIONS TABLE NOMINA TYPE © ® QD II 30' 17" 24' III 36' 24' 30' IV 48' 30" 36' Hc1n4:eMaw srMmuarowRAR PIf£T1 .r." LoO1 CONDURAND PREDAST XANDNDLE8 �� w� � � Sis"rwi •' ^ VVA vnvmm�a wv ,q Box RUeD ww B w4aa PUSa49®99 w PAVEMENT TYPE C, SEE DETAIL 34501 30'X48'36' PO QUAVTE I PG304BHG00 TELECOM HANDHOLE. SEE DETAIL 164506 HANDHOLE TYPE E TELECOM 5 SCALE:NOT TOSCALE rl MHOLETYPEA(TELECOM) : 1'=17 PAVEMENT TYPE C. SEE DETAIL 34001 FIELD CUT PAVERS TELECOM LI VAULT MANHOLECOVER TELECOM UTILITY VAULT MANHOLE RING TELECOM UTILITY VAULT MANHOLE. SEE C501 NOTE: SEE CIVIL FLANS FOR TELECOM UTILITY VAULT AND MANHOLE DETMLS FOUR PANELS TO SURROUND EACH TREE. TREE TRUNK PROTECTION, WRAP TREES WITHLAYEROFBURIAP, AND A LAYER OF 2 X4 X 10' LONG TIMBERS. THE IN PLACE WITH METALMLON LUMBER STRAP ADJUST BASE LOCATION PER AREA OF DEMOLITION WORK TREE PROTECTION FENCE AT TREE GRATE T 3CAlE: NOT TO SLATE TREE PROTECTION FENCE. HIGH DENSITY POLYETHYLENE FENCIN WITH 3.V X 1.S OPENINGS. COLOR�OFANGE. 2' X0' STEEL POSTS INSTALLED AT S O.C. ANDA IAYER OF 2 X 4 X tU LONG TIMBERS. THE IN PEACE WITH METALJNYLON LUMBER STRAP MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON PLANS TREE PROTECTION FENCE AT LIMESTONE WALL B SCALE: NOTTOSCALE 1 •`. Ir'rry31 PAVEMENTTYPE A SEE DETAIL MINI 17'X30'%24' PD OUAZITE I P1317301-000 SUMS HANDHOLE TYPE 11, SEE DETAIL S45% HANDHOLE TYPE A (TRAFFIC)TYPE A (TRAFFIC) SCALE: NOT TO SCALE ILED 6 PH I: 2 PAVEMENT TYPE Cc5j5Y7JftTR IOWA CITY. IOWA PLANTING AREA PAVEMENT TYPE C. BEE DETAIL NMI %'1(38'X38' EG QUAZITE I PG36%BA36 ELECTRICAL PULL BOX HANDHOLE TYPE B ELECTRICAL %2 SC ALE: NOTTOSCALE IN 011111, PLANTINGAREA PAVEMENT TYPE C. SEE DETAIL NMI 1]'%30'X24' PG OLUN TTEI PGI 7301-1500 SUMS H4NDHOLE TYPE It. SEE DETAIL &1508 HANDHOLEN. 3 TYPE C ELECTRICAL SCALE:NOTTO SCP4E PAVEMENT TYPE A. SEE DETAIL IAE%H 30'%40'X30' PQ QUI I PGN A8H000 SUMS HANDHOLE TYPE N. SEE DETAIL 911500 /1 HANDHOLE TYPE D (TRAFFIC) SCALE: NOT TO SCALE PAVEMENT TYPE B. SEE DETAIL WM1 genus [ landscape =ftitects 325 EAST 5m STREET DES MOINES, IA SM T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 52240 P 3193387878 CIVIL ENGINEER SHOEMAKER&HNNAND 160 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351.7150 ELECTRICAL B TRAFFIC SIGWIIIIATION SRFCONSULTING ONE CARLSON PARKWAY NORTH, SEE. 150 MINNEAPOLIS, MN 5WT4443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, SMB IOWA CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 2D0 MINNEAPOLIS, MN 55414 P612.339.S958 PEDESTRIAN MALL IMPROVEMENTS IOWA Cm, M 01 OMPB 7 TODD 02 0813BPU1T 100%DD 03 IWIMO1T MCD 04 12Y206MI7 100%CD OS MANN H8 BIDSET ED xex� RC CC/EHIPN/SS HANDHOLE DETAILS 15034 lKli wne n• ��4 e � �• yuenreD CoYBR e tu.51 PG3a<BIWa21P PAVEMENT TYPE C, SEE DETAIL 34501 30'X48'36' PO QUAVTE I PG304BHG00 TELECOM HANDHOLE. SEE DETAIL 164506 HANDHOLE TYPE E TELECOM 5 SCALE:NOT TOSCALE rl MHOLETYPEA(TELECOM) : 1'=17 PAVEMENT TYPE C. SEE DETAIL 34001 FIELD CUT PAVERS TELECOM LI VAULT MANHOLECOVER TELECOM UTILITY VAULT MANHOLE RING TELECOM UTILITY VAULT MANHOLE. SEE C501 NOTE: SEE CIVIL FLANS FOR TELECOM UTILITY VAULT AND MANHOLE DETMLS FOUR PANELS TO SURROUND EACH TREE. TREE TRUNK PROTECTION, WRAP TREES WITHLAYEROFBURIAP, AND A LAYER OF 2 X4 X 10' LONG TIMBERS. THE IN PLACE WITH METALMLON LUMBER STRAP ADJUST BASE LOCATION PER AREA OF DEMOLITION WORK TREE PROTECTION FENCE AT TREE GRATE T 3CAlE: NOT TO SLATE TREE PROTECTION FENCE. HIGH DENSITY POLYETHYLENE FENCIN WITH 3.V X 1.S OPENINGS. COLOR�OFANGE. 2' X0' STEEL POSTS INSTALLED AT S O.C. ANDA IAYER OF 2 X 4 X tU LONG TIMBERS. THE IN PEACE WITH METALJNYLON LUMBER STRAP MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON PLANS TREE PROTECTION FENCE AT LIMESTONE WALL B SCALE: NOTTOSCALE 1 •`. Ir'rry31 PAVEMENTTYPE A SEE DETAIL MINI 17'X30'%24' PD OUAZITE I P1317301-000 SUMS HANDHOLE TYPE 11, SEE DETAIL S45% HANDHOLE TYPE A (TRAFFIC)TYPE A (TRAFFIC) SCALE: NOT TO SCALE ILED 6 PH I: 2 PAVEMENT TYPE Cc5j5Y7JftTR IOWA CITY. IOWA PLANTING AREA PAVEMENT TYPE C. BEE DETAIL NMI %'1(38'X38' EG QUAZITE I PG36%BA36 ELECTRICAL PULL BOX HANDHOLE TYPE B ELECTRICAL %2 SC ALE: NOTTOSCALE IN 011111, PLANTINGAREA PAVEMENT TYPE C. SEE DETAIL NMI 1]'%30'X24' PG OLUN TTEI PGI 7301-1500 SUMS H4NDHOLE TYPE It. SEE DETAIL &1508 HANDHOLEN. 3 TYPE C ELECTRICAL SCALE:NOTTO SCP4E PAVEMENT TYPE A. SEE DETAIL IAE%H 30'%40'X30' PQ QUI I PGN A8H000 SUMS HANDHOLE TYPE N. SEE DETAIL 911500 /1 HANDHOLE TYPE D (TRAFFIC) SCALE: NOT TO SCALE PAVEMENT TYPE B. SEE DETAIL WM1 genus [ landscape =ftitects 325 EAST 5m STREET DES MOINES, IA SM T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 52240 P 3193387878 CIVIL ENGINEER SHOEMAKER&HNNAND 160 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351.7150 ELECTRICAL B TRAFFIC SIGWIIIIATION SRFCONSULTING ONE CARLSON PARKWAY NORTH, SEE. 150 MINNEAPOLIS, MN 5WT4443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, SMB IOWA CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 2D0 MINNEAPOLIS, MN 55414 P612.339.S958 PEDESTRIAN MALL IMPROVEMENTS IOWA Cm, M 01 OMPB 7 TODD 02 0813BPU1T 100%DD 03 IWIMO1T MCD 04 12Y206MI7 100%CD OS MANN H8 BIDSET ED xex� RC CC/EHIPN/SS HANDHOLE DETAILS 15034 lKli M' 31/4' SALVAGEDADASIGN f- — 0 4 Ill. Wr 0 PARKING METER, AIDED BY CRY ADA PARKING METER 5 scuE:1^=1.4r AND GRIND SMOOTH. SO ll4•ABOVE TOP OF POST =114 11OT DIP GALVANIZED STEEL POST, PAVEMENT TYPE YPEA SEE DETAIL W DN. PCG FOOTING STOP SIGN B SCALE :1_1.0• FINIGHGRADF n SIDE ELEVATION OF KIOSK SCALE: 1'=1'L' FRONT ELEVATION OF KIOSK 9 scALE: r=ro• 32: OCLEGE ESE y0' 3114" ---.f CONTRACTOR REI COORDINATINGM TEMPLATE WITH MANUFACTURING 2 LWT O . 3 WT PLAN OF KIOSK BASE PLATE SCALE 1•=1'-0' GEOTECH ENGINEER SHALL VERIFY COMPRESSIVE STRENGTH OF SOILS PRIOR TO POURING FOUNDATION. NOTIFY ENGINEER IF BEARINGS ARE LESS THEN DESIGN VALUES SHOWN IN STRUCTURAL NOTES. SECTION SECTIONS KIOSK 2 SCALE: FILL" 2014 FEB 16 PH 1; 2 CITY CLERK IOWA CITY. IOWA KIOSKMETALCABINETBY OUALRYMANUFACTURING P: 515.3314300 DOUBLE NUTS WI 114• X r PLATE WASHER 118• WEATHERALL W GUARD SEALAN. COLOR: STONE T NON -SHRINK GROUT, DRILL AND EPDXY (4) &4" OX V ASTM F1554 (3SKSI)ANCHORROD DOUBLE NUTS PRECAST CONCRETE VENEER BY EDWARDS CAST STONE COMPANY P: 553.558.0535 EXPANSION JOINT MORTAR SPOT (1 WEEP HOLE PER PIECE) WWM-SS DOWEL (2 PER PIECE) SEE L121L125 it O.C. TOP AND BOTTOM VERTICAL WI HILT HIT -RE J EPDXY (1'J• EMBED) genus [ landscape arcD74ec1s ] 325 EAST 5TM STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUM4NN MONSONAACHRECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CRY, &52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HAALAND 10 HOLIDAY ROAD CORALVILLE, IA 51241 P 319.3517150 ELECTRICAL d TRAFFIC SIGNAIIIATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 100 MINNEAPOLIS, MN 554474443 P 763.475.010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, 1451140 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 119 MAIN STREET SE• SM. 3110 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, N 01 D0.23201T TODD 02 0&30.2017 10I 03 10132017 0% co 04 12232017 100%CD OS 0112612018 BID SET BD .� AC W� CC I EH I PHI SS KIOSK DETAILS 18034 L507 GENERAL IRRIGATION NOTES: 1. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. CONRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK WITH ALL NEW UTILITY INSTALLATION. DAMAGE DONE TO UTILITIES, STRUCTURES OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT THE IRRIGATION CONTRACTORS EXPENSE. 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO INSURE THE POINT OF CONNECTION IS PROVIDED PER PLANS, 3. IRRIGATION CONTRACTOR SHALL INSTALL V REDUCED PRESSURE BACKFLOW PREVENTION DEVICE. THIS DEVICE IS TO BE LOCATED PER PLAN IN AN ABOVE GROUND ENCLOSURE AND APPROVED BY THE GENERAL CONTRACTOR AND OWNER IRRIGATION CONTRACTOR TO VERIFY THAT SPECIFIED BACKFLOW DEVICE MEETS ALL LOCAL AND STATE REGULATIONS AND CODES. 4. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO INSTALLATION OF SYSTEM. 5. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENTOF WORK. S. CONTACT LANDSCAPE ARCHITECT AND COORDINATE ALL REVIEWS PRIOR TO COMMENCEMENTOF WORK T. CONTRACTOR 51 -MILL INSTALL ALL IRRIGATION EQUIPMENT IN A MANNER 50 AS TO CONFORM WITH THE VARIOUS DETAILS, PLAN NOTES, SPECIFICATION FROM LANDSCAPE ARCHITECT AND MANUFACTURER. S. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING TREES AND UTILITIES. THE CONTRACTOR SHALL VERIFY LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO TREES OR UTILITIES. FIELD ADJUST MANUNE LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRANTS, TRANSFORMERS. ETC.). /// )1I I ! B. PRDTECTATALLTIMES THE WORK FROM DAMAGE AND THEFT. REPIACEALLDAMAGED OR STOLEN PARTS AT CONTRACTORS EXPENSE UNTILTHE WORK IS ACCEPTED IN WRITING BY THE OWNER. 10. PLACE VALVE BOXES PARALLEL TO PLANTER EDGES. 11. INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS ORAS INDICATED ON PlJV45 OF MAINLINE SYSTEM. 12, THE CONTRACTOR SHALL PLACE A%12 SOLID COPPER TRACE WIRE WITH PURPLE PE COVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINE CONNECTING QUICK COUPLER VALVES. 13. CONRUCTOR SHALL INSTALL SLEEVES UNDER HARDSCAPE AT ALL POINTS WHERE IRRIGATION MAIN LINE IS LOCATED. 14, THE IRRIGATION CONTRACTOR SHALL VERIFY ALL WANTITIES AND SHALL BE RESPONSIBLE FOR THE PROVISION OF ALL REQUIRED ITEMS AND COMPONENTS. 15, CONTRACTOR TO PROVIDE CITY TWO (2) VALVE KEYS NEEDED TO OPERATE WICK COUPLERS. YOTOPIA FROZEN YOGURT 132 S CLINTON IRRIGATION NOTES: CO IRRIGATION MAINLINE. CUSS 200 SM 21 PVC 1 t (TYP.) O2 IRRIGATION SLEEVE. SCHEDULE 40 PVC T(TYP.) 03 IRRIGATION SYSTEM SERVICE LINE BY OTHERS. REFERENCE CIVIL ENGINEER PLANS O IRRIGATION SYSTEM BACKFLOW PREVENTER OS ISOLATION VALVE -BRASS GATE VALVE- 13'(TYP.) © QUICK COUPLER VALVE(LYP.) O7 MANUAL GRAIN VALVE INSTALLED IN VALVE BOX OB IRRIGATION METER- PROVIDED BY THE CITY AND INSTALLED BY CERTIFIED PLUMBER METER TO BE LOCATED IN SAME ENCLOSURE AS BACKFLOW PREVENTION DEVICE. O9 IRRIGATION CONTRACTOR TO HAND EXCAVATE MAINUNE TRENCH TO ELIMINATE DAMAGE TO EXISTING TREE ROOTS. NO TREE ROOTS LARGER THAN 1 -DIAMETER ARE NOT TO BE CUT OR DAMAGED. IRRIGATION SCHEDULE SYMBOL MANUFACTUREWMODEUDESCRIPTION Q HUeierH-33DLRC 0 k I wcki ober rover III U.muger.a ve, purge Nru red Ness IN Mink s", wit 444'NPT I,,Mt 2 -piece Spey. MelwNorce T �� 7�r�" 314--Y &gn! m ale. F ,E; a Duly, Nm -Kiang IP511 Ie me sire ae melnllne P'. Manual DMIR Valve F.MEEB 16 PH 1: 23 RA dPressure B .Prevents, WNMeTITY CLERK cmi CIaroV WA P" Sleeve: PVC SCAetluH 40 w IRRIGATION PLAN I SCALE: 1' = 1 V - 0- NORTTHH aV0 6 W 2P 40' genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 MI 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSONARCHOECTS 711 EAST COLLEGE STREET, STE. 303 IOWA CITY, A52140 P 319.3387578 CAILENGINEER SHOEMAKER 8 HAALAND 16D HOLIDAY ROAD CORALVILLE, A 57241 P 319.351.7150 SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 753.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE,8 IOWA CITY, M 52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET BE STE.2DO MINNENMS,MN5%14 P 812.339.5958 IOWA CITY, M IRRIGATION PLAN - 18034 IR -100 Ot MRM IT M%DD 02 053(V2017 100%DO 03 10'1&`0)17 N% CID 04 1212W0)11 100%CO 05 O11N 18 810 SET IRRIGATION PLAN - 18034 IR -100 GENERAL IRRIGATION NOTES: SYMBOL 1. IRRIGATION CONTRACTOR SWILL SE RESPONSIBLE FOR THE LOCATION AND 9. PROTECT ATALL TIMES THE WORK FROM DAMAGE AND THEFT. REPLACEALLDAMAGED VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES, CONTRACTOR SHALL BE OR STOLEN PARTS AT CONTRACTOR'S EXPENSE UNTIL THE WORK IS ACCEPTED IN RESPONSIBLE TO COORDINATE ALL WORK WITH ALL NEW UTILITY INSTALLATION. WRITING BY THE OWNER. DAMAGE DONE TO UTILITIES, STRUCTURES OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT THE IRRIGATION CONTRACTORS EXPENSE. 10. PLACE VALVE BOXES PARALLEL TO PLANTER EDGES. 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO 11. INSTALL ALL MAINLINES TO SLOPE AT I% MINIMUM TO MANUAL DRAIN VALVES LOCATED INSURE THE POINT OF CONNECTION IS PROVIDED PER PUNS. AT LOW POINTS ORAS INDICATED ON PUNS OF MAINLINE SYSTEM. 3. IRRIGATION CONTRACTOR SHALL INSTALL A T REDUCED PRESSURE BACKFLOW 12, THE CONTRACTOR SWILL PUCE ACI2 SOLID COPPER TRACE WIRE WITH PURPLE PE PREVENTION DEVICE. THIS DEVICE IS TO BE LOCATED PER PLAN IN AN ABOVE GROUND COVERFORWATERALONGALLPVCMAIMUNE. THIS INCLUDES ALL PJC MAINLINE ENCLOSUREAND APPROVED BY THE GENERAL CONTRACTORAND OWNER IRRIGATION CONNECTING QUICK COUPLER VALVES. CONTRACTOR TO VERIFY THAT SPECIFIED BACKFLOW DEVICE MEETS ALL LOCAL AND o STATE REGULATIONS AND CODES. 13. CONTRACTOR SHALL INSTALL SLEEVES UNDER HFRDSCAPE AT ALL POINTS WHERE � (����C�{�jI�1TkY(�� Itrlpa"on Mainline: iAO�ifikNt20NS1''T2'La 10 WA IRRIGATION MAIN LINE IS LOCATED. 4. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO INSTALLATION OF SYSTEM. Pipe Sleeve: PVC SCM1edula 40 14. THE IRRIGATION CONTRACTOR SHALL VERIFY All QUANTITIES AND SHALL BE 5. VERIFY ALL CONDITIONS ANT) DIMENSIONS SHOWN ON THE PUNS AT THE SITE PRIOR TO RESPONSIBLE FOR THE PROVISION OF ALL REQUIRED ITEMS AND COMPONENTS. COMMENCEMENTOFWORK. 15, CONTRACTOR TO PROVIDE CITY TWO J2) VALVE KEYS NEEDED TO OPERATE QUICK 6. CONTACT LANDSCAPE ARCHITECT AND COORDINATE ALL REVIEWS PRIOR TO COUPLERS. COMMENCEMENTOF WORK 7. CONTRACTOR SHALL INSTALL ALL IRRIGATION EQUIPMENT IN A MANNER SO AS TO CONFORM WITH THE VARIOUS DETAILS, PLAN NOTES, SPECIFICATION FROM LANDSCAPE ARCHITECTANDMANUFAGTURER. S. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR FASTING TREES AND -------- J —�— U ILITIES. THECONTRACTORSHALLVERIFYLOCATIONAHD CONDITION OFALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO TREES OR UTILITIES. FIELD ADJUST MAINLINE LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES IFIRE HYDRANTS, PLAZA CENTRE 1 TRANSFORMERS, ETC.). 1255 DUBUQUE I III I 1 I BROTHERS 125 S DUBUQUE I + j `IEI 3 I • I + ,� ------._ • 1 _ I 1 l 8 T I L F 3' f� J] I, L s —_— —SW I II • • ° •— is G 11 L J I I -- - I � L I I THE UNION BAR MARTINIS 121 E COLLEGE 127 E COLLEGE \ IRRIGATION NOTES: Q IRRIGATION MAINLINE. CLASS 200 SDR 21 PVC 1 k(TYP.) O IRRIGATION SLEEVE. SCHEDULE 40 PVC 7(TYP.) O3 IRRIGATION BYSTEM SERVICE LINE BY OTHERS. REFERENCE CIVIL ENGINEER PLANS OI IRRIGATION SYSTEM BACKFLOW PREVENTFR © ISOLATION VALVE -BRASS DATE VALVE- IJ-(TYP.) © QUICK COUPLER VALVE(TVP.) Q MANUAL GRAIN VALVE INSTALLED IN VALVE BOX O8 IRRIGATION METER -PROVIDED BY THE CITY AND INSTALLED BY CERTIFIED PLUMBER. METER TO BE LOCATED IN SAME ENCLOSURE AS BACKFLOW PREVENTION DEVICE. OB IRRIGATION CONTRACTOR TO HAND EXCAVATE MAINLINE TRENCH TO ELIMINATE DAMAGE TO EXISTING TREE ROOTS. NO TREE ROOTS LARGER THAN 1- DIAMETER ARE NOT TO BE CUT OR DAMAGED. IRRIGATION SCHEDULE SYMBOL MANUFACTUREWMODEUDESCRIPTION O Hunter H0.39OLRC 100%CD Quick couper valve. pusPe locking ruOUx cover, BIDSET red Masa and stainless Meal, will, WC NET Ii 2,pili MdyMat. i 51?T LLED F 3l4's Bmnce Gem Valu Non-RINn9 S,.m IPS Waeel Hai Sam. size .5 Ti pipe. o Manual Dmin2 4s�8 FEB 16 PM I: Fal m W 1112�'1 ® Reduced Pressure BackOow Presenter o WIN,M.Nr t- CCT,TLYERK{j' � (����C�{�jI�1TkY(�� Itrlpa"on Mainline: iAO�ifikNt20NS1''T2'La 10 WA — — — — PVC Class 2001MBalion Pips. Pipe Sleeve: PVC SCM1edula 40 I ' I I ++ I — -_ r -- ----1 LJ _ _._-- + J I I I I + ' I I SM' .__..—SAN _SAh I.. 3" I \ O 1 I fC NF1 L J ---- - - ----I 2 I -k'� �- �.•v�t II e II II� I U Ll —\� IRRIGATION PLAN SCALE: 1'=19-0' NORTH genus [ landscape architects ] 325 EAST $TM STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-U.COM ARCHITECT NEUMANN MONSONARCHRECTS 221 EAST COLLEGE STREET, STE. 3M IOWA CITY, LA52240 P 319.0387878 CW ENGINEER SHOEMAKER B HOLLAND 160 HOLIDAY ROAD CORALVILIF, IN 52241 P 319.351.7150 ELECTRICAL d TRAFFIC SIGNALIaTION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55M74PU P 763A75.DD10 STRUCTURALENGNEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOUS,MN55114 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CO. A 01 DaIsSi TODD 02 043512017 100%DO 03 10182017 50% CD 04 12/2512017 100%CD OS 011242018 BIDSET IRRIGATION PLAN IR -101 I GENERAL IRRIGATION NOTES: 1. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK WITH ALL NEW UTILITY INSTALLATION. DAMAGE DONE TO UTILITIES, STRUCTURES OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT THE IRRIGATION CONTRACTORS EXPENSE. 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO INSURE THE POINT OF CONNECTION IS PROVIDED PER PIANS. 3. IRRIGATION CONTRACTOR SHALL INSTALL A P REDUCED PRESSURE BACKFLOW PRWENTION DEVICE. THIS DEVICE IS TO BE LOCATED PER PLAN IN AN ABOVE GROUND ENCLOSURE AND APPROVED BY THE GENERAL CONTRACTOR AND OWNER. IRRIGATION CONTRACTOR TO VERIFY THAT SPECIFIED BACKFLOW DEVICE MEETS ALL LOCAL AND STATE REGULATIONS AND CODES. 4. CONTRACTOR SHALL VERIFY PRESSURE PRIORTOINSTALLATIONOF SYSTEM, 5. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PIANSAT THE SITE PRIORTO S. MWACTLANOSCMEARCHITECTMOCOORDINATEALLREVIEWSPRIORTO COMMENCEMENT OF WORK 7. CONTRACTOR SWILL INSTALL ALL IRRIGATION EQUIPMENT IN A MANNER SO AS TO CONFORM WITH THE VARIOUS DETAILS, PLAN NOTES. SPECIFICATION FROM UNDSCAPE ARCHITECT AND MANUFACTURER. Is. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING TREES AND UTILITIES. THE CONTRACTOR SHALL VERIFY LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGETOTREES OR UTILITIES. FIELD ADJUST MAINLINE LOCATIONS SO AS TOAVOID CONFLICTS WITH UTILITIES IFIRE HYDRANTS, TRANSFORMERS. ETC.). 9. PROTECTATALLTIMES THE WORK FROM CAMIGE AND THEFT. REPIACEALLDAMAGEO OR STOLEN PARTS AT CONTRACTOR'S EXPENSE UNTIL THE WORK ISACCEPTED IN WRITING BY THE OWNER. 10. PEACE VALVE BOXES PARALLEL TO PLANTER EDGES. 11, INSTALL ALL MARLINES TO &ORE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS ORAS INDICATED ON PVNS OF MAINLINE SYSTEM. 12. THE CONTRACTOR SHALL PLACE A NI6 SOLID COPPER TRACE WIRE WITH PURPLE PE CCVER FOR WATERALONG ALL PVC MAINLINE. THIS INCLUDES ALLPVC MMNLINE CONNECTING DUCK COUPLER VALVES. 13. CONTRACTOR SHALL INSTALL SLEEVES UNDER HARDSCAPE AT ALL POINTS WHERE IRRIGATION MAIN LINE IS LOCATED. 14, THE IRRIGATION CONTRACTOR SHALL VERIFY ALL QUANTITIES AND SHALL BE RESPONSIBLE FOR THE PROVISION OF ALL REQUIRED ITEMS AND COMPONENTS. 15, CONTRACTOR TO PROVIDE CITY TWO (2) VALVE KEYS NEEDED TO OPERATE QUICK COUPLERS. IRRIGATION NOTES: 1O IRRIGATION MAINUNE. CLASS 200 SDR 21 PVC 1 k (TYP.) O2 IRRIGATION SLEEVE. SCHEDULE 40 PVC W(TYP.) O3 IRRIGATION SYSTEM SERVICE LINE BY OTHERS. REFERENCE CIVIL ENGINEER PIANS OI IRRIGATION SYSTEM BACKFLOW PREVENTER O5 ISOLATION VALVE -BRASS GATE VALVE -1 } (TYR) © QUICK COUPLER VALVE(TYP.) O MANUAL DRAIN VALVE INSTALLED IN VALVE BOX OB IRRIGATION METER- PROVIDED BY THE CIN AND INSTALLED BY CERTIFIED PLUMBER. METER TO BE LOCATED IN SAME ENCLOSURE AS BACKFLOW PREVENTION DEVICE. O9 IRRIGATION CONTRACTOR TO HAND EXCAVATE MUNUNE TRENCH TO ELIMINATE DAMAGE TO EXISTING TREE ROOTS. NO TREE ROOTS LARGER TWIN 1- DIAMETER ME NOT TO BE CUT OR DAMAGED. IRRIGATION SCHEDULE SYMBOL MANUFACTUREFIMODEUDESCRIPTION 0 HunerH 30LRC 033012017 100% DO Quick coupler valve. Purple ackin9 mbb cover, 1B'1SUCHT 50% Be red rasa and slaink:ss steel wM 314E- NET 12/102017 IN%CD inIM,2 YLL(���''��JJ{{ F lS�.Ou. NonRsIBSbGa�S98!!��.I as mamLm qpe. TatilrafED 16 Pit 1: 21- FeEco Bsa l la' ® Reducad PressureBacklbw PTavenler CLERK o WelerMi k,K.wLi'P1C1IlYD9nAWA --- WC Class 200 impation pipe Miss Sleeve: WO ScMdule 40 IRRIGATION PLAN SCALE: 1-=1a- V NORTH V 0 11 10 20' 4a genus [ landscape architect ] 325 EAST 51a STREET DES MOINES, M 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 211 EAST COLLEGE STREET, STE.303 IOWACITY,IA52240 P 319.3387878 CMLENGINEER SHOEMAKERBWWAND 1611 HOUDAY ROAD CORALVILLE, N 52241 P319.3517150 ELECTRICAL 6 TRAFFIC SIGNAUZAT)ON SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 151 MINNEAPOLIS, MN 554474443 P763.475.001D STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 171 E. WASHINGTON STREET, STE. B IOWACITY,IA52240 P 319.333.7850 LIGHTING DESIGN SCHMER SHOO( 219 MAIN STREET SE, STE.2D0 MINNEAPOLIS, MN 55414 P 612.339.5958 IOWA CITY, LA IR -102 01 (Mab iT 70% DO 02 033012017 100% DO 03 1B'1SUCHT 50% Be 04 12/102017 IN%CD B5 olaSQ018 BID SET IRRIGATION PLAN IWBI IR -102 GENERAL IRRIGATION NOTES: IRRIGATION NOTES: IRRIGATION SCHEDULE 1. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND 9. PROTECTATALL TIMES THE WORK FROM DAMAGE AND THEFT, REPIACEALLDAMAGEDiO 03 IRRIGATION MAINUNE. CLASS 200 SDR 21 PVC 1;" 9TYP.) SYMBOL MANUFACTURERMODEUDESCRIPTION VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. CONTRACTOR SWILL BE OR STOLEN PARTS AT CONTRACTORS EKPENSE UNTIL THE WORK IS ACCEPTED IN RESPONSIBLE TO COORDINATE ALL WORK WITH ALL NEW UTILITY INSTALLATION. WRITING BY THE OWNER. O2 IRRIGATION SLEEVE. SCHEDULE 40 PVC 3"(TYR) % Huptkr plo30LRL OUicNmuand valve,sss lowb DAMAGEDONEMUTILITIES,STRUCTURESOROTHERFINISHEDWORKSHAMBE IRRIGATION 4'Nrover, rr Imre end NalPlasa nivel, wiN W4' NPT REPAIRED OR REPLACEDAT THE IRRIGATION CONTRACTORS EXPENSE. 10. PLACE VALVE BOXES PARALLEL TO PLANTER EDGES, O IRRIGATION SYSTEM SERVICE LINE BY OTHERS. REFERENCE II 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO 11. INSTALL ALL AT I%MINIMUMIN MANUAL MAIN VALVES LOCATED CIVIL ENGINEER PLANS M. N'"Nece Makro -N F-61;; INSURE THE POINT OF CONNECTION IS PROVIDED PER PLANS. OINTSO AS AT LOW POINTS OR INDICATED ON PLANS OF MAINLINE SYSTEM. Oq IRRIGATION SYSTEM BACKFLOW PREVENTER N4-2' Bq(pnze ate a, ery Duy, 3. IRRIGATION CONTRACTOR SHALL INSTALL A V REDUCED PRESSURE BACKFLOW 12. THE CONTRACTOR SWILL PLACE A%12 SOLID COPPER TRACE WIRE WITH PURPLE PE O BRASS DATE VALVE -1 TYP') ISOUTON VALVE- �-( Non-Wvrip as meinl'me S.. an c. Same s¢e PREVENTION DEVICE. THIS DEVICE IS TO BE LOCATED PER PLAN IN AN ABOVE GROUND COVERFORWATERALONGALLPVCF,INLINE. THISINCLUOESALLPVCMMNLINE Pipe. ENCLOSURE AND APPROVED BY THE GENERAL CONTRACTOR AND OWNER. IRRIGATION CONNECTING QUICK COUPLER VALVE$. © OUICKCMPIERVALVE(TYP.) M ID V M CONTRACTOR TO VERIFY THAT SPECIFIED BACKFLOW DEVICE MEETS ALL LOCAL AND 13. CONTRACTOR SHALL INSTALL SLEEVES UNDER HARDSCAPE AT ALL POINTS WHERE 16 PM 124 STATE REGULATIONS AND CODES. IRRIMTION MAIN LINE IS LOCATED. T O MANUAL DRAIN VALVE INSTALLED IN VALVE BOX SF 4, CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO INSTALUTXJN OF SYSTEM. O PROVIDEDD TIN Reducetl Preaaure Baticflow Prevenier TO ib. THE RESPONSIBLE EDITEM ANDCOS AND HALLBE COMMCTORSHALL ALL FY ALLREQUIRED RESPONSIBLE FORTHE PROVISION OF ALL REQUIRED ITEMS AND COMPONENTS, SMIE M Water Me�T tTY CLERK S. VERIFY ALL CONDITONSAND DIMENSIONS SHOWN ON THE PUNS AT THE SITE PRIOR COMMENCEMENTOF WORK. - EBY NCLOSURE BALER EN ION DEVICE. ENCLOSURE AS BACKFLOW PREVENTION DEVICE. �f-� iS. CONTRACTOR TO PROVIDE CITY TWO (2)VAWEKEYS NEEDED TO OPERATE QUICK IRRIGATION CONTRACTOR HAND LINE �� PVCI nyly'[��gA•yla1001 PVCEe s'AOIin9Mdi dipc.L 8. CONTACT LANDSCAPE ARCHITECT AND COORDINATE ALL REVIEWS PRIM TO COUPLERS. EDAMA METING THEE TRENCH TOOTSLAREDAMAGET COMMENCEMENTOF WORK URGER THAN I'DNMETER ARE NOT TO BE DIAMETER TO. ROTOR ��------ Pipe Slmve: PVC $N,e8ple 40 DAMAGED. GMORpNMGED. 7. CONTRACTOR SHALL INSTALL ALL IRRIGATION EQUIPMENT IN A MANNER SO AS TO CONFORM WITH THE VARIOUS DETAILS. PLAN NOTES, SPECIFICATION FROM LANDSCAPE ARCHITECT AND MANUFACTURER. B. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING TREES AND UTILITIES. THE CONTRACTOR SHALL VERIFY LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO TREES OR UTILITIES. FIELD ADJUST MAINLINE LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRANTS. TRANSFORMERS. ETC.). IRRIGATION PLAN SCALE: 1'=10'-O' NORTH 1020' 40' genus [ landscape architects ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-U.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 5220 P 319.3387878 CMLENGINEER SHOEMAKERBHV7UAND 160HOLIDAYROAD CORALWLLE, M 52241 P 319.351.7150 ELECTRICAL 8 TRAFFIC SIGNAL W TION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE.1 W MINNEAPOLIS, MN 554474943 P 763.475.0010 STRUCTURALENOWEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CIN, M 52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE.2W MINNEAPOLIS, MN 55414 P 611339.5958 PEDESTRIAN WALL IMPROVEMENTS IOWA CITY, N IR -103 Gt DW28KKAT TOM DO IT! 061302017 100%DD 03 1W1812017 5MCD m 12VMG017 1DD%CD m OIMN18 BID SET IRRIGATION PLAN IR -103 GENERAL IRRIGATION NOTES: IRRIGATION NOTES: IRRIGATION SCHEDULE 1. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND 3. PROTECTATA nT STHEWORKFROMDAI.NGEMIDTHEFT. REPIACEALL DAMAGED Oj IRRICATONEWNLIE CLASS 2W SCAR 21 PVL I J•(TYp) SYMBOL IMNUFACTURERIMODELDESCRIPnON VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. CONTRACTOR SMALL BE RESPONSIBLE TO COOFtDINATE ALL WORK WITH ALL NEW UTILITY INSTALLATION. Oft STOLEN PMTS AT CONTRACTORS EXPENSE UNTIL THE WORK M ACCEPTED IN WRITING BY THE OWNER. 2 O 40 IRRIGATION SLEEVE. SCHEDULE PVC 3'(TYP.) 0 HIXIMr HQ-33OLRC DAMOGE DONE TO UFFITIES. STRUCTURES OR OTHER FINISHED WORK SHALL BE Oukk coupler valve, purge lod 'ruOpM corse, REPAIRED OR REPUCM AT THE IRRIGATION CONTRACTORS EXPENSE. 10. PLACE VALVE BOXES PARALLEL TO PLANTER EDGES. Q SERVICE LINE BY OTHERS. REFERENCE rMMaMMiB SU nkss sleN,MM 3l4' NPT all A.w PLA LNILENGINEERPLANS CIVIL ENGINEER EC- D 2. THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL GON7RACTMTO INSURETHEPOINTOFCONNECTIONISPROVIDEDPERPLANS. 11. INSTALL ALL MAINUNES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MAINLINE SYSTEM. 0 O IRRIGATION SYSTEM BACKFLOW PREVENTER F MI Y4'- Nor. 24242424{{{{ Bronx 1 W Valve, Full Pod, IMe" Clay. 3. IRRIGATION CONTRACTOR SHALL INSTALL A I' REDUCED PRESSURE BACKFLOW 12 THE CONTRACTOR SHALL PLACE A 812 SOLID COPPER TRACE WIRE WITH PURPLE PE OS ISOLATION VALVE -BRASS GATE VALVE -I k(TYP.) Non-RbInB Stem. IPS, W6 HaNt, Sanas size PREVENTION DEVICE- THISDEVICE ISTOBE LOCATEDPER PLAN INANABME GROUND ENCLOSURE AND APPROVED BY THE GENERAL CONTRACTOR AND OWNER. IRRIGATION COVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINE CONNECTING QUICK COUPLER VALVES. © QUICK COUPLER VALVE(TYP.) as malnlloe Pips. �{ �T 1L� PM li 2l CONTRACTOR TO VERIFY THAT SPECIFIED BACKFLOW DEVICE MEETS ALL LOCAL AND ® B1}'i� 2UIMR U 1 STATE REGUTATIONS AND CODES. 13. CONTRACTOR SIWLL INSTALL SLEEVES UNDER HARDSCME AT ALL MINTS WHERE Oj MANUAL L(f1LJ LU IPoIIGATKXN MY LINE IS LOCATED. DRAIN VALVE INSTALLED IN VALVE BOX Feel 560tH' 4. CONTRACTOR SHALL VERIFY PRESSURE PRIM TOINSTMIATN)N OF SYSTEM. QB LOCATED INSTALLED R�uuO %agN.e,Baz.MIpN L� 5. OMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO tA. THE IRRIGATION CONTRAROVI IONO VERIFYALLWI QUANTITIES AND SHPO BE RESPONSIBLE FOR THE PROVISION OF ALL REQUIRED ITEMS AND COMPONENTS BYCETKFIEDPLR-PROVIOEDBYTLE BYCERTIFIEDSLUMBER METERTOBELOCATED IN SAME A1re5�'rA 7 Waw n CVERIFY OMMEALLCONT OF WORK COMMENCEMENT OF WORK ENCLOSURE AS BACKFLOW PREVENTION DEVICE � TY7 l(11.•1. ���'��I ��1��(L I 111 15. CONTRACTOR TO PROVIDE CITY TWO (2) VALVE KEYS NEEDED TO OPERATE QUICK O IRRIGATION CONTRACTOR TO HAND EXCAVATE MAINLINE IaNIIen�AAANne Cckss 200SDR I PVL Clew 211 mi no, nMa IL CONTACTLANDSCAPE ARCHITECT AND COORDINATE ALL REVIEWS PRIOR TO CQUPLERS. TRENCH TO ELIMINATE DAMAGE TO EXISTING TREE ROOTS, COMMENCEMENT OF WORK NO TREE ROOTS LARGER THAN I' DIAMETER ARE NOT TO BE vroe sea.eINC spneapk w IRRIGATION EOIJI IN A MAN AS T. CONTRACTOR SHALL I NSTVARIOUS CUT OR DauuGED. -------- DETAILLL ON FROM CONFORM WITH THE VARIOUS DECALS, PLAN NOTES, SPECIFICATION FROM LANDSCAPE ES, SPE D ARCHITECT AND MANUFACTURER. B. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEM EXISTING TREES AND UTILITIES, THE CONTRACTOR SHALL VERIFY LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO TREES ON UTILITIES, FIELD ADJUST MAINLINE LOCATIONS SO AS TO AVOID CONFLICTS WITH U ILRIES (FIRE HYDRANTS. TRANSFORMERS. ETC). HERTEENSSTOCKERJEWELRY 101 S DUBUQUE TENTHOU ANCIWLIADES 105 S DUBUQUE TEXTILES 109 S DUBIX%JE FORBIDDEN PLANET 111 S DUBUQUE ROOT PRETTY -- 1153 DUBUQUE — IRRIGATION PLAN SCALE: P=17-0' NVIlIH genus I wnoscoce OTLhfMBLh ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 204 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 52240 P 31933BT878 CIVILENGWEER SHOEMAKER S HPAIANO 150 HOLIDAY ROAD CORALVILLE,M K41 P319.3511150 ELECTRICAL 6 TRAFFIC SWMLQATXN SRF CONSULTING ONE CARLSON PARKWAY NORTH. STE, 150 MINNEAPOLIS, MN 55441I443 P763.475.1X10 STRUCTUMENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, M 52240 P 3193337050 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS. MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M av- 01 M6118'ZOt> TM GO 02 0611012017 100%w D3 10,182017 EUILCO 04 1220,2017 100%CD M 0U?Sz OIB BID SET IRRIGATION PLAN 18034 IR -104 MOUND 4- PETER SUING AND TI COMPACNO INE NCH 10 ALL FOR YE�LENNENT ENSURE COMPLETE LMW SEEWON SURELY NIE INSTPLL MAINLINE WEEK SINGUE STRAND COOPER WINE WITH PORI CNET TO ASSISI WLO 1.N IYWE W FVIUeE AETEA DEAEPNICTgN IS CpMETE. 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W W W.GENUS4ACOM NEUNIAW1 MONSON ARCHITECTS 721 FAST COLLEGE STREET, STE 303 IOWA CRY, N 57240 P 319 MM78 CML ERGINEER SHOEMAKER 8 HAAlA1D 160 HOLIDAY ROAD CORALVRIF, A 57241 P319.3517150 ELECTRICAL 6 TRAFFIC SIfMM1YATNN4 SRF CONSULTING 011E CARSON PARKWAY NORTH. STE.1W MINNEAPOLIS, MN 554474 3 P7614T50010 STRUCTURALENGMEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET. STE.B IOWA CTY, M 52240 P 319.337.7&50 uoHnNo mm SCHU ER 511001( 219 MN STREET SE, STE.2W MINNEAPWS,1414554W P 612339.5956 PEDESTRLANMALLIMPROVEMENTS IOWA CRY, W FM FAI OR OV2d2017 TODD 02 OYJD'NIT t00M. DD 04 1X 17 10019 co BE 011=20% BID SET IRRIGATION DETAILS 1BRw IR -200 CO, BINCNPNdYYIINGPAREAvioeEusmwCONTRACT ....IS A. ON EEMPoX BLE FµR°�C ASPLATECBBTHE Gs. THE HENS E TTo �m NE URAwrESIRro MERSHw NES VERSHYALL SIMMONS W THE PRIG MEET TO OF ARYPING ova OEWNON SAW BE COGROIMPTED WImuunn.mUAL LICAxEa'EEELINGGS ELECTRICAL u: NEI PORENT Tx TP DEo EEROMS AGEPROD WASFEL BROWN MARINE. 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WED.E°EEw GAMES genus I landscape architech ] 325 EAST 5M STREET DES MOINES, IA 50309 T 515 284 1010 WWW.GENUS-LACOM ARCHITECT NEl1MANN MONSON ARCHTTECTS 711 EAST COLLEGE STREET, STE 303 IOWA CITY, A 57140 P319.3387878 CIVIL ENGINEER SHOEMARERSHAAlA10 160 HOLIDAY ROAD CORALVII3E, IA 52241 P319.351.7150 ELECTRICAL A TRAFFIC SIGNALIIATN)N SRF CONSULTING ONE CARLSON PARRY/AY NORTH, STE, 150 MINNEAPOLIS, MN 55447-0443 P763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. 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WASHINGTON STREET, STE.e IOWA CRY, IA 52240 P 319.3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, N15914 P6123395958 PEZITUAN LLALL IMPROVEMENTS OWI rr B1 04,262017 70%, DID 02 0/1302017 100%DO 03 10162017 Mr%CD 04 12/202017 10014 OLD 0 0L2b2016 BID SET Al AS .� AREA 1 ISOM O1Q0201B S101 4ANIIOIFS t. mvmutwm genus ] lond=pe cmhifeds ] 325 EAST 51H STREET DES MOINES, IA 50309 T 515 284 1010 WWW.GENUS- COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 52ND P 319.3387878 CWIL ENGINEER SHOEMAKERBHALAND 160 HOLIDAY ROAD CORALVILLE,w52241 P 319.3511150 ELECTRICAL B TRAFFIC SIGNALITATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447-0 P 761.475.0010 STRUCTURAL ENGINEER 122 E. 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IA 50309 T 515 284 1010 W .GENUS-LACOM ARCHITECT NEUMANN MONSON ARCHITECTS 121 EAST COLLEGE STREET, STE. 303 IOWA CRY, IA 52240 P 319.3367878 CIVIL ENGINEER SHOEMAKER &HAAIAND 160HOUDAYROAD CORALVILLE, IA 52241 F319.351.7150 SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MIN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 112 E WASHINGTON STREET, STE. B IOWA CITY, A 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P 6123395958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, V1 In Hi I 01 041&2017 70% DO 02 OSCO2017 100% aD 03 1011&2017 507.CD 04 102U2017 100% CD 05 D12E2016 BIDSET BH ryry...Ea AT AS R AREA4 16034 Ol.wD1D FILED 2818 FEB 16 PMI 2 I CITY CLERK IOWA CITY. 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B IOWACITY,N52240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, NN 55414 P612.339.5958 PEOESTRNNI IOVYACTI C31 01 OMYB1201i 7096 W 82 UST]DICKA? 100% DID 03 1011812017 W% co D4 12/RJR81T 100%CD OS 0112b'2018 BID SET BH ^ AT AS o� DETAILS t&J34 S502 L , ,a ®I 13 1 €d 10 0 ,i`mat i L �TI_ D pII ice: jjs I + 1 .III. 1 LIGHTING PLAN - PEDESTRIAN MALL M e r 1 I .® x •� LIGHT CABINET uu LIG I G. COORDINATE INSTALLATION AND WIRING FOR 4 � EQUIPMENT BY OTHERS ATTACHED TO LIGHTING A. INSTALLATION SHALL CONFORM TO ALL GENERAL NOTES: G. COORDINATE INSTALLATION AND WIRING FOR EQUIPMENT BY OTHERS ATTACHED TO LIGHTING A. INSTALLATION SHALL CONFORM TO ALL POLES. VERIFY WIRING REQUIREMENTS AND APPLICABLE NEC. UL. STATE AND LOCAL CODES. FINISH DETAILS WITH DESIGN TEAM. VERIFY B. ALL DIMMING CIRCUITS ARE TWO -WIRE. NO HEIGHTS AND MOUNTING OF ALL OBJECTS COMMON NEUTRALS SHALL BE USED. DURING SUBMITTAL PHASE. C. 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INSTALLATION SHALL CONFORM TO ALL APPLICABLE NEC, UL, STATE AND LOCAL CODE' B. ALL DIMMING CIRCUITS ARE TWO -WIRE. NO COMMON NEUTRALS SHALL BE USED. C. FIELD PAINT ALL CONDUIT. JUNCTION BORE: AND HARDWARE TO MATCH ADJACENT SURFACES. D. ELECTRICALOONTRACTORSHALLVERIFY ALL RECESS CONDITIONS, AND MOUNTING HARDWARE REQUIRED PRIOR TO PURCHASE O ANY LIGHTING FIXTURES. E. ELECTRICAL CONTRACTOR SHALL VERIFY MOUNTING HEIGHTS OF ALL DECORATIVE FIXTURES WITH SCHULER SHOOK PRIOR TO INSTALLATION. F. REFER TO E - SERIES DRAWINGS FOR DUPLE AND VENDOR CART POWER LOCATIONS. G. COORDINATE INSTALLATION AND WIRING FO EQUIPMENT BY OTHERS ATTACHED TO LIGHTIN POLES. VERIFY WIRING REQUIREMENTS AND FINISH DETAILS WITH DESIGN TEAM. VERIFY HEIGHTS AND MOUNTING OF ALL OBJECTS DURING SUBMITTAL PHASE. (genus I landscape archBech 1 1:26 US EAST 5- MEET DES MOINES. 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IA 50309 T 515 284 1010 W W W.GENUS-1A.00M NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, SM 303 0YA CITY, W 57240 P319336I61S CIVRENGINEER SHOEMAKER S HAA -ANO 16D HOLIDAY ROAD CORALVIUE, N522A1 P 319351.7150 ELECTRICAL 6 TRAFFIC SIGNAL¢ATNMI SRF CONSULTING ONE GVtlSON RNCl1YAY NORTH, sm. IN MINNEAPOLIS, MN 5544]4443 P763.4750010 STRUCNRAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, STE. B INA CITY, 1452340 P 319333.7550 SCHULER SHOOK 319 ANN STREET SE, STE 200 MINNEAPOUS.MN55414 P612.3395958 PEOESTRVNIMALLIMPROVEMENTS IOWA CITY, A Bt 04=4aT mm 02 05x02017 100%00 03 101182011 501400 04 142W401T 1003400 05 012 18 BID SET YTS • W a BWAEHIPNISS ELECTRICAL SITE PLAN AREA 3 18031 NR/#NlNMA# ES113 genus /DDd1COPB DICNITBCTS 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 WWW.GeNUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS Ml EAST COLLEGE STREET, STE. 3M IOWA CITY, A 52 P 3193381878 CIVE ENGINEER SHOEMAKER & HAAAND lWHOLWAYROAO CORAIVILLE, A52241 P319351.715c ELECTRICAL& TRAFFIC SIGINTLI7ATKM SRF CONSULTING 0!E CARLSON PARKWAY MI STE 150 MINNEAPOLIS. MN 55WiJN3 P7634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. 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R IOWA CITY, A52240 P319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 AWN STREET BE, SM. 200 MINNEAPOLIS, MN 55414 1412.339W PEDESTRIAN MOLL IMPROVEMENTS IOWA CITY, A Fn 01 041262017 70% DD 02 06'301017 100%OD 03 10'1821117 W% CD 04 12J2LV2nT 10D%CD 05 011262018 BIDSET BID OGIEH/PNISS PIANS - PERMANENT STAGE CANOPY ALTERNATEI leox 10/02/17 AW 102 5'-0 03754: MDUffIND PIPE, _.. scHo. a 1 s o. os s3os: ran. pUTNG 037500: STAINLESS STEEL GUTTER 4 m -T FILED 2016 FEB 16 PH 1: 2 CITY CLERK IOWA CITY. 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WASHINGTON STREET, STE.B IOWA CITY, 1452240 P319.333.T&% MGHDNG DESIGN SCHULER SHDOK 219 MAIN STREET SE, STE.200 MINNEAPOLIS, MN 55414 P 812]39.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA Cf 1Y, M —W 01 04/282017 TOx W D2 0&3Y2017 100x OD 03 1alazen box co D4 10=017 IWINCD 05 01128!1018 BID SET CCI EH I PN/SS FI FVATIl1NS - PFRMNT STAGE CANOPY ALTERNATEI llNO2/17 UATITKIN SECTION - CONDUIT TYP. 1 SECTION - N/S • 2 1112--V - _ -i I genus tandscope o/chitech 325 FAST 5- STREET DES MOINES. IA 50309 T 515 284 1010 `NWW.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 711 EAST COLLEGE STREET, STE. 303 IOWACTTY,MR&0 P 319.3387870 CMLENGMEER SHOEMAKER 6 RMLAND IW HOLIDAY ROAD CORALVILLE, A 52241 P319.351.7150 ELECTRICAL 6 TRAFFIC SIGN4.I7ATNN4 SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, AW 55"74443 P763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 52240 P 3193377850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAFl711S,AN55414 P612.339.5950 PEDESTRWN MOLL IMPROVEMENTS DWA CITY, A �r 01 0428]019 70%DID 02 0&30.2017 100%OD 03 1W1B7A17 50% CD 04 1P/N2017 iW%CD OS 01282010 BIDSET BDa . qCa,..�.. CCI EH I PN I SS SFCTIONS- PFRMANFNT STAGE CANOPY ALTERNATE? 10034 70/02/17 AW211 gcnus ] landscape a7ChReah ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUSLAOOM ARCHITECT NEUMANN MONSONARCHITECTS 211 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 31933BT878 CML ENGINEER SHOEMAKER& HA4IAND 160 HOLIDAY ROAD CORALVILLE,IA52141 P319.3517150 ELECTWCRL S TRAFFIC SIGNALI7ATION SRF CONSULTING ONE CARLSON PARKIVAYNORR1, STE. 150 MINNEAPOLIS, MN 55M14443 P 163.415.0010 STRUCTURAL ENGINEER 122 E. WASHINGTON STREET, STE.B IGWACITY,W52240 P319.333.7850 MGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A Kd Ot OV4B7101T 70%W 02 OS 2017 100%00 03 ,OI,82017 50%CD 01 1212=17 l00% CD OS 0111&2018 BIDSET I . ac -.� BID CCAEHIPNISS COI IIMN FI FVATIONS- PERMNT. STAGE CANOPY ALTERNATE? 18031 10/02/17 AW411 a O O o `J O O O O O O O TGPGF GIfIlER3 _ _ _ _ _ GUI"fERS _ _ _ _ GUTTERS 12 20F GULlERS _ I I 1YPY 12PYF I I CONTRA ° 20f0 B 1 6 PANELANN POOWERR C 11-y POWER 1 ACT .101`JA I I 64NNER RIGGING I I I I I I I I n M33: cws I I I I I I I I I I I I n 6,3R cLAs NI I I I LONGurt LO _ -LE aEAr Box I I ALL ELELTRICr AND 075IM;PWT NV MOUNYNGS REQUIRE STAINLESS STEEL FASTENERS ANDRUBBER WASHERBIG<SKETING. 051ZW, BIRULT MI LONRYOL PANELAN LOLDMN POWER POWER I 05750q DOWNSPo R 05 MB POWERDOWIK; POWER CONDurt I POWER I b POW, I I RIDGING I I 116133: BVME I RIGGING 03 M; CI ( IN ONC LEV .:. : - : AGE .. ... 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STAGE CANOPY ALTERNATE? 18031 10/02/17 AW411 I I I DETAIL - SUSPENSION ROD TYP. I I 5 DETAIL - GLAZING ASSEMBLY 107316: SUSPENSION RCD ASSEMBLY 10]316; GLPLNG BUPPORT ASSEMBLY 101318:Gl/SING ASSEMBLY IGTTIU OOMBEMB RODAS' M6LY SECTION - GLASS N/S 4 - - 0 SECTION - SUPPORT AT GRID 3 3.1.x, 12 If 0515N: In 10 ]318: Glr V 793:W Gdid1GTLR SUSPENSKN 03 IO RGM17 W% CID RW AWEMBLY 12/132017 1D096W 05 ASSEMBLY 101316; GLAVNG _ BGPPGRT f 2010 FOq .ASSEWLY 3 � 3 lU7316:GIAhNG ABBEWLTFPAME inum107316:G1AZI G AB6EMBLY SECTION - SUPPORT AT GRID 3 3.1.x, 12 If 0515N: In Bt Glr V 793:W Gdid1GTLR 081332017 11M DD 03 IO RGM17 W% CID tO T316;GWZING SUPPORT HEAD 12/132017 1D096W 05 0126'2018 BIDSEl' ASSEMBLY _ 1z I 3 � 3 _ CP( _D57551-- CONTROL 101316 GW ZING BTAINIESS L" ANELM'O GU AEFHLT MEL GUTTER SS POKER GLpEL REFERIO TR AND E DMWNGS 0515W STAINLESS m STEELGUTTEft 12 ROUND BAR PIPE SUPPOR7,LOCAIEDAT EACH BVINER RIGGING CONDUn PULLY LOCATION5.4 PER PIPE. Z SECTION - COLUMN oX } } 10T316:GWZING 057500: TUBI' ASSEMBLY � genus ] landxope arcMFects ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 WWW.GENUS-W COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, SIE. 333 IOWA CITU, M52240 P 3193367078 CML ENGINEER SHOEMAKER S HANAND 163 HOLIDAY ROAD CORPLVILLE, A 52241 P319751.7150 ELECTRICAL S TRAFFIC SIGNALPATN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447i443 P763.4750010 STRUCTURAL ENGINEER RAKER RHODE$ ENGINEERING 122 E. WASHINGTON STREET, STE. S IOWA CITY, L452240 P 319733.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE.2D0 MINNEAPOLIS, MN 55414 P6123395W PEDESTRIAN WILL INF ROVEMENTS IOWA CITY, LAA I Ac MIN I PN I SS QFTAII S_ PERMANENT STAGE CANOPY ALTERNATE? 1W34 70702/17 AW501 In Bt Glr V 793:W 02 081332017 11M DD 03 IO RGM17 W% CID 04 12/132017 1D096W 05 0126'2018 BIDSEl' I Ac MIN I PN I SS QFTAII S_ PERMANENT STAGE CANOPY ALTERNATE? 1W34 70702/17 AW501 0575[0; TUBE DOWNSPOUT DOWNSPOUTAD COORDINATED WfIH 17HO OPENING IN B65EPUTE TO BE CAST INTO CONCRETE PIER AND COORDINATED WITH MIWNSPOUTLOCATX)NS. I I I I 4 DETAIL - DOWNSPOUT CONNECTIONS MN LINES TO STORM SEWER SLOTTED TABS TO FASTEN GUTTER. 0575[0: CONDUCTOR HEAD SHOP FABRICATED. WELDED, AND FINISHED AS PART OF THE STRUCTURAL COLUMN ASSEMBLY CONDUCTOR HEAD CONNECTION F17S WITHIN DOWNSPOUT. APPLY NEOPRENE SPACER TO PREVENT METALTDMET7LLCONTACT. — OSTWITUB — DOWNSPOUT 3 DETAIL - CONDUCTOR HEAD 1W ROD, BENT INTO T DA CLASP. FACTORY WELDED TO COLUMN AND FINISHED LCCATEDATBFTAROYE STAGE LEVEL. 07500:TIRE - DGWNSM 2 DETAIL - CLASP 218 Ct 0 \ y WEME AND STEEL '.. COWNBPOUT LONNECEN)N TA 3S SHOP FABRICATED, WELDOF THE ITUJ DAR 033[N: CIP PART OF THE STRUCTURAL CORD COLUMN ASSEMBLY. 0 I9 HOLE IN BASE PLATE D COORDINATEDWTM STCRIA DRAM .[ 05 TEM. TUBE— DOWNSPOUT UBE DOWNSPOUT DOWNSPOUT CONNECTED TO CONDUCTOR HEAD ABOVE, AND FASTENEDATBOTTOM. 1 DETAIL --DOWNSPOUT BASE 0 f] genus ]IandScapearchNech ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 2154 1010 WWW.GENUS-UCOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET. STE. 303 IOWACITY,IA52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HPAW4D 180 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351.7150 ELECTRICAL 8 TRURC SIGNM 7ATON SRFCONSIATNG ONECARLSONPARKWAYNORTH. STE, 150 MINNEAPOLIS, MN 55447{443 P T83.415DDIO STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 5224D P 319.333.7850 LIGHTNGDESIGN SCHULER SHOOK 219 MAIN STREET SE, SIE. 2DO MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 OW=!017 70%DO 02 W3=17 100% DO 03 1WiB2017 50%CD D4 1272nn017 1 W%CD OS UV282018 WIDGET soU AC - CC/EHIPN/ISE QFTAII S - PFRMANFNT STAGE CANOPY ALTERNATEI 18034 10702/17 AW502 NOTCH METAL GRATING AROUNDCOLUMNPROFIIE 4 DETAIL - GRATING 1 3 DETAIL - LIGHT MOUNT PREDRILLED BOLTED CONNECT)ONS TO ACCOMMODATE AQIUSTPBILRY AT EVERY COLUMN 107e GIALING SUPPORT ASSEMBLY CLOSURE FIRED AROUNDCOLUMNAND CONDORS TO PROVIDE WATERTIGHTNESS. 05 TI STAINLESS STEEL GUTTER CLOSURE 2 DETAIL - GUTTER FLASHING COLUMN ASSEMBLY 1019FFQ71`6(� Ftp 1:`,2�L5 057500: STAINLESS STEEL GUTTER CLOSURE :ALANDANMOUNTINGS. GNDUITS AND EQUIPMENT. JNLESSSTEELFASTENERSAND �HERSIGASKETING. ID RECEPTACLES CENTERED ICED ON STRUCTURE. !LY GNG LING NG iTENGUTTERCAP Irenus ] IGndscape amtWtects ] 325 EAST 5TM STREET DES MOINES, IA 50309 T 515 254 1010 WWW.GENUS-IACOM ARCHM NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CRY, IA 52240 P 3193367675 CIVIL ENGINEER SHOEMAKER S HPAIAND 160 HOLIDAY ROAD CORALVILLE, M52241 P319,3517150 ELECTRICAL&TRAFFICSIGNALPATIM SRF CONSULTING ONE CARLSON PAANWAY NORTH, STE, 150 MINNEAPOLIS, MN 554471443 P763.175.0010 SIRGCTUPAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 52240 P319.333.75% MGNTING DESIGN SCHULER SHDOK 219 ARAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612.339.5955 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA 01 OVLN2017 70% DD 02 OS'dGR01T 100%00 03 101182t,17 50%CD 04 12200017 100%40 05 01252010 SIDSET BD AC —� CC/EH/PNISS ❑PTAIIR- PFRMANFNT STAGE CANOPY ALTERNATE? 18034 10/02777 AW503 TRAFFIC SIGNAL GENERAL NOTES 1. ALL QUANTITIES SHOWN IN THE TRAFFIC SIGNAL PLANS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID SHALL INCLUDE ALL LABOR. EQUIPMENT, AND MATERIAL NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS, 2. PROVIDE TRAFFIC CONTROL DEVICES (INCLUDING THOSE REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR THE STREETS AND HIGHWAYS, AS ADOPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE CODE (IAC), CHAPTER 130. 3. THE CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FOR ESTIMATED TRAFFIC SIGNAL QUANTITIES. PAYMENT WILL BE BASED ON PLAN QUANTITIES. QUANTITIES WILL NOT BE FIELD MEASURED. 4. ROADWAY GEOMETRICS REPRESENT PROPOSED FEATURES. 5. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY ALL PRIVATE AND PUBLIC UTILITIES PRIOR TO EXCAVATION ON THE PROJECT. DUE TO THE NUMBER AND LOCATION OF THE EXISTING UTILITIES, THE CONTRACTOR SHALL BE PREPARED FOR A SIGNIFICANT AMOUNT OF UTILITY COORDINATION. 6. PROVIDE NEW CABLE AND CONDUIT. 7. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO SALVAGING ANY EXISTING TRAFFIC SIGNAL EQUIPMENT (INCLUDING SIGNAL HEADS, PEDESTALS. CABLES, ETC.) FOR THE PURPOSE OF COORDINATING THE EQUIPMENT TO BE SALVAGED AND THE DESIRED PICK UP TIME. THE CITY WILL THEN PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SHALL BE DISPOSED OF BY THE CONTRACTOR. 8. THE LOCATIONS OF ALL FOOTINGS, HANDHOLES, AND CONDUIT ARE TO BE COORDINATED WITH THE ENGINEER AND ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. 9. CONTROLLER, CABINET AND BATTERY BACK-UP SYSTEM TO BE PROVIDED BY THE CITY AND INSTALLED BY THE CONTRACTOR. 10. PROVIDE 48 HOURS NOTICE TO CITY AND ENGINEER BEFORE PLACING THE PERMANENT TRAFFIC SIGNALS INTO OPERATION. 11. CABINET EQUIPMENT SHALL INCLUDE ACCESSIBLE PEDESTRIAN SIGNAL (APS) CONTROL EQUIPMENT THAT IS COMPLIANT WITH ADA, MUTCD, AND US ACCESS BOARD ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY (PROWAG). EQUIPMENT SHALL CONTROL THE FUNCTIONALITY OF THE PUSHBUTTONS LOCATED AROUND THE INTERSECTION. 12. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE PEDESTAL. A 5 -CONDUCTOR CABLE SHALL BE USED FOR EACH 3 -SECTION HEAD. A 9 -CONDUCTOR CABLE SHALL BE USED FOR THE PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS PER SIGNAL PEDESTAL. ALL SIGNAL CABLE SHALL BE #14 A.W.G. UNLESS OTHERWISE NOTED ON PLANS. 13. ALL VEHICLE SIGNAL INDICATIONS SHALL BE LED IN ACCORDANCE WITH MOST RECENT ITE SPECIFICATIONS. SIGNAL HEADS SHALL HAVE BLACK FACES, TUNNEL VISORS, BACKPLATES AND BODIES. LED MODULES SHALL HAVE 15 YEAR WARRANTY. 14. ALL VEHICLE SIGNAL HEADS SHALL INCLUDE BACKPLATES. 15. UNDERGROUND CONDUIT SHALL BE SDR 11 HDPE CONDUIT INSTALLED WITH DIRECTIONAL BORING EQUIPMENT IF UNDER PAVEMENT. 16. THESTATIONSAND SIGNAL PLANS ARE TO THE CENTER OF THE ITEM UNLESS OTHERWISE NOTED. 17. A #6 A.W.G. BARE COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS THAT CARRY 120 VOLT SIGNAL CABLES. ALL PEDESTALS AND THE CONTROLLER CABINET SHALL BE BONDED TO FORM A CONTINUOUS SYSTEM AND BE EFFECTIVELY GROUNDED. BONDING JUMPERS SHALL BE #6 A.W.G. BARE COPPER WIRE CONNECTED BY APPROVED CLAMPS. 16. THE CONTRACTOR SHALL SALVAGE THE CONTROLLER AND MONITOR FROM THE EXISTING CONTROLLER CABINET. EXISTING EQUIPMENT NOT SALVAGED SHALL BE REMOVED AND DISPOSED OF PROPERLY. 19. THE CONTRACTOR SHALL COORDINATE SERVICE CONNECTION FOR THE SIGNAL WITH THE POWER COMPANY. 20. TRAFFIC SIGNAL SERVICE: 100 AMP SERVICE, 120 VOLT - 2 WIRE 21. OWNER FURNISHED EQUIPMENT INCLUDES TRAFFIC SIGNAL CABINET, TRAFFIC SIGNAL CONTROLLER, TRAFFIC SIGNAL MMU, 4 VEHICLE HEADS WITH INDICATIONS, 4 PEDESTRIAN HEADS WITH INDICATIONS, 4 PEDESTAL POLES, SIGNAL HEAD MOUNTINGtBRACKETING. SEE PLANS AND SPECIAL PROVISIONS FOR OWNER FURNISHED EQUIPMENT. 22. PROVIDE POLARA INAVIGATOR PUSH BUTTONS WITH W X 15" FRONT PLATE ADAPTERS AND 9"X15' R10 -3E FACEPLATES WITH BRAILLE WHEN APS PUSH BUTTONS ARE SPECIFIED ON THE PLANS. BUTTON COVERS SHALL BE BLACK IN COLOR. 23. THE CONTRACTOR SHALL FURNISH AND INSTALL STREET NAME SIGNS (2--CLINTON STREET" AND 2- "COLLEGE ST") AND ASSOCIATED BRACKETING PER THE SIGN PANEL DETAILS SHOWN ELSEWHERE IN THE PLANS. TRAFFIC SIGNAL ABBREVIATIONS SIG SIGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL SIGNAL CONTROLLER POWER CABLE GR GROUND WIRE 1C#6 TR TRACER WIRE 1C#10 PT PULL TAPE HH HANDHOLE TRAFFIC SIGNAL LEGEND SYMBOULABEL DESCRIPTION ❑ POWER SOURCE (MAY BE POLE OR PEDESTAL) Fl EE D m CABINET AND CONTROLLER 0 O PEDESTAL POLE, FOOTING, AND IDENTIFYING NUMBER 2010 FEB I ITEM O PUSHBUTTON STATION, FOOTING, AND IDENTIFYING NUMBER CITY CONTROLLER 0 TRAFFIC SIGNAL HEAD AND IDENTIFYING NUMBER IOWA C A� L.� LL a PEDESTRIAN HEAD AND IDENTIFYING NUMBER 1 CABINET 401 PEDESTRIAN PUSHBUTTON IDENTIFYING NUMBER 1 DETECTOR UNIT APS PUSHBUTTONS AND SIGNS 17'X30" POLYMER CONCRETE STYLE (TYPE II) HANDHOLE AND IDENTIFYING 4 TRAFFIC SIGNAL NUMBER EACH 4 © 30"X48" POLYMER CONCRETE STYLE (TYPE IV) HANDHOLE AND IDENTIFYING 4 NUMBER LIN FT --------- TRAFFIC SIGNAL CONDUIT LIN FT 410 OPEDESTAL MOUNTED SIGN IDENTIFYING LETTER LIN FT PM I: 25 V genus I landscape architects J 325 EAST 5^I STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS4A.COM ARCNRECT NEUMANN MONSONARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CRY. M 52240 P 3193387878 CMLENGINEER SHOEMAKERSHAALANO 10HOLIDAYROAD CORALVILLE. R 52241 P31SM1.7150 E ECiWGL 8 TRAFFIC SIGNAUMTION SIB CONSLLTING ONECARLSON PARKWAY NORTH. STE, 150 MINNEAPOLIS, MN S5447J443 P763475WI0 STRUCTURALENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A 52240 P 319333.78K LIGHTING DESIGN SCHULER SHOOK 219 MN STREET SE. STE. 2D0 MINNEAPOLIS, MN 55414 P612.M95958 PEDESIRW4 MALL IMPROVEMENTS OWACRY,N w� ESTIMATE OF TRAFFIC SIGNAL QUANTITIES 01 OY28Q017 70%DD ITEM DESCRIPTION UNITS TOTAL CONTROLLER CONTROLLER, CABINET. TO- RISER AND ACCESSORIES -INSTALL ONLY LS 1 AND BATTERY BACK-UP SYSTEM - INSTALL ONLY EACH 1 CABINET ACCESSIBLE PEDESTRIAN SIGNAL EQUIPMENT - INSTALL ONLY LS 1 DETECTOR UNIT APS PUSHBUTTONS AND SIGNS EACH 4 TRAFFIC SIGNAL IT R,Y.G (ALL LED) W/BACKPLATE. PEDESTAL MOUNTED - INSTALL ONLY EACH 4 HEADS 12 -,2 -SECTION PED HEAD. HAND/PERSON, COUNTDOWN, PEDESTAL MOUNTED -INSTALL ONLY EACH 4 SIGNAL CABLE -9c#14 AWG LIN FT 420 SIGNAL CABLE - 5c #14 AWG LIN FT 410 WIRE AND POWER CABLE -1c#3 AWG LIN FT 110 CABLE GROUND WIRE -ic#6 AWG LIN FT 300 TRACER WIRE -1c#10 LIN FT 300 PULL ROPE LIN FT 300 2"- SDR 11 HDPE LIN FT 110 CONDUIT 3". SDR 11 HDPE LIN FT 60 4" -SDR 11 HDPE LIN FT 240 17"X30" POLYMER CONCRETE STYLE (TYPE II) HANDHOLE EACH 4 HANDHOLES 30"X48" POLYMER CONCRETE STYLE (TYPE IV) HANDHOLE EACH 1 CONTROLLER FOOTING EACH 1 CONCRETE FOOTING FOOTING, PEDESTAL, 2 DIAMETER X 4' DEPTH EACH 4 FOOTING, PEDESTRIAN PUSH BUTTON, V DIAMETER X4' DEPTH EACH 2 TRAFFIC ALUMINUM PEDESTAL POLE -FREIGHT EACH 2 SIGNAL ALUMINUM PEDESTAL POLE -14'HEIGHT-INSTALL ONLY EACH 3 POLES ALUMINUM PEDESTAL POLE -78'HEIGHT-INSTALL ONLY EACH 1 TRAFFIC SIGN -RID-3EL-INSTALL ONLY EACH 2 TRAFFIC SIGN - R70-3ER - INSTALL ONLY EACH 2 MISC. STREL-TNAME SIGN - CLINTON ST EACH 2 STREETNAME SIGN -COLLEGE ST EACH 2 genus I landscape architects J 325 EAST 5^I STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS4A.COM ARCNRECT NEUMANN MONSONARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CRY. M 52240 P 3193387878 CMLENGINEER SHOEMAKERSHAALANO 10HOLIDAYROAD CORALVILLE. R 52241 P31SM1.7150 E ECiWGL 8 TRAFFIC SIGNAUMTION SIB CONSLLTING ONECARLSON PARKWAY NORTH. STE, 150 MINNEAPOLIS, MN S5447J443 P763475WI0 STRUCTURALENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A 52240 P 319333.78K LIGHTING DESIGN SCHULER SHOOK 219 MN STREET SE. STE. 2D0 MINNEAPOLIS, MN 55414 P612.M95958 PEDESIRW4 MALL IMPROVEMENTS OWACRY,N w� 01 OY28Q017 70%DD � 08730201] t00%OD m 101872017 S co N i]/ 017 Immo % 0184'2018 BID SET GMS - ASP r Buse TRAFFIC SIGNAL PLAN NOTES AND LEGEND 1sm4 N001 TRAFFIC SIGNAL FACES T12" R (►'(� LED TLED 11 Z12" 41,42,43,44 G LED 21,22,61,62 ITEM STATION,OFFSET CONTROLLER (CENTER OF CABINET STA 21-23.42.28.49 RT POLES (CENTER OF FOOTING) 1 STA 21+10.55, 30.73' RT 2 STA 20+38.29, 30.82' RT 3 STA 20+38.25, 29.19 LT 4 STA 20+38,67, 38.94' LT 5 STA 221+10.00.39.06' LT 6 STA 21+10.59, 29.20 LT JUNCTION BOXES (CENTER OF JUNCTION BOX) 1 STA 21+10.87, 38.TT RT 2 STA 20+37.05, 38.89' RT 3 STA 20+36.01, 31.57' LT 4 STA 21+12,52, 31.62' LT 5 STA 20+70.56.9B.10' RT (2-REQ'D) 26 14.7--J 2.3 X 6 aI-&5-J 2.6 30 1.6' Radius, 0.4" Border, White on Oreeq 'Clinton SC C1e®rv4ewHwy-1-B; '100' CleeMewHwy-1-15; TRAFFIC SIGNAGE 0 (2-REQ'D) 1.5" Radius, 0.4' Bolder, VVhNo on CilserY, 'College SC CleeMewHWy-1-0; '100' CIeBMewMNy-1$; PEDESTRIAN PUSHBUTTON AND SIGNAL FACE MOUNTING 4 FED 16 I RK 2010 FES' b �ppCITY o ~ 0' S 10 1 WC1H=low genus (landtroOe orchitech ) 325 EAST 5- STREET DESMOINES,IA 503W T 515 284 1010 WWW.GENUSU.COM ARCHITECT NEUM IN MONSON ARCHITECTS 221 EAST COUEGE STREET, STE. 303 KANACITY, A52240 P 3193387878 CIVIL ENGINEER SHOEMAKER&HAA AND 160 HOLIDAY ROAD CORALVILLE. IA 52241 P319.351.7150 ELECTRICAL & TRAFFIC SIGNLLPATNIN SRF CONSULTING ONE CARLSON PARKWAY NORTH. STEAK MINNEAPOLIS, MN 55447-0443 P 763.475.0010 STRUCTURAL ENGINEER 122 E. WASHINGTON STREET, STE.B IOWA CITY, A52240 P 319.333.7850 UGHTUIG DESIGN SCHULER SHOO( 219 MAIN STREET SE, SM. 200 MINNEAPOLIS, MN 55414 P 612.339.590 PfOESTRLAN MALL IMPROVEMENTS IOWA CITY. A 01 044411 ]ON DD 02 UY3W201] imm W 1x1&2017 MCO W IWKICN17 10W%CD W 0172812018 BIDSST GMS • ASP W TRAFFIC SIGNAL PLAN INTERSECTION LAYOUT N101 SUGGESTED TIMINGS STRIPE COLOR SIGNAL INDICATION GREEN - W -MAIN ST RED - DW -MAIN ST GREEN BLACK WSIDE ST RED BLACK DW -SIDE ST WHITE - PEDCOMMON ORANGE - PB -MAIN ST BLACK - PB -SIDE ST WHITE ABBREVIATIONS PHASE 2 4 6 BLUE - SPARE SIG SIGNAL HEAD CABLE MINIMUM GREEN - PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE PASSAGE - CNTAL SIGNAL CONTROLLER POWER CABLE MAXIMUM I - GR GROUND WIRE 1C#6 MAXIMUM II - TR T�El IREE1© YELLOW CHANGE RED CLEARANCE PT P LT WALK HH HANDHOLE PEDESTRIAN CLEARANCE FEB 16 PM 1 2 ADDED INITIAL 2018 TAME TO REDUCE CITY CLERK TIME BEFORE REDUCTION A Y� IQ IOWA CIT MINIMUM GAP W W 4-5c(81G) 1-5c(SIG) F "HDPE 4-9c (PED) 1-9c(PEO) 2-5c(SIG) (n PT 1-GR71-TR/1-PT 2-9c(PED) Z i-GR/1-Tw1-PT O F Z 100' THDPE IV OF 3' HOPE 1-tcp3 3((CNTRL) 1-9c(PED) U 47 \\ 1-GR71-TR/1-PT ® 44 O \ \\� 400 ®O 6 401❑ 21 1Sc (SIG) 1-GR/1 1 -PT � I � PEDESTRIAN MALL (COLLEGE STREET) I ❑5 i -Sc (SIG) I I I 7-9c (PED) 10' OF 2' HDPE 1-GR/1-TR71-PT 1-1Gp (CNTRI) i-5c(SIG) 5c SIGNAL WIRE COLOR CODE 1-9c(PED) 10' F4 I I 1-GR/1-TR/1-PT INSULATION STRIPE SIGNAL 1-9c (PED) COLOR COLOR INDICATION 143R/1-TR/1-PTI 61 GREEN - GREEN BALL I 62 ORANGE - YELLOW BALL 403 ❑ O O 402 RED - RED BALL O�' 4 WHITE - COMMON 42 BLACK COMMON H PE 43 9c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE COLOR SIGNAL INDICATION GREEN - W -MAIN ST RED - DW -MAIN ST GREEN BLACK WSIDE ST RED BLACK DW -SIDE ST WHITE - PEDCOMMON ORANGE - PB -MAIN ST BLACK - PB -SIDE ST WHITE BLACK PBCOMMON BLUE - SPARE SIGNAL CABLE DESIGNATION 1 TAPE = LEFT TURN SIGNALS 2 TAPES= THRU SIGNALS 3 TAPES=RIGHT TURN SIGNALS TAPE COLOR INTERSECTION CORNER BLUE HE ORANGE SE YELLOW SW GREEN NW 1-9c (PED) 1-GR/1-TR/1-PT N a s la 2a I I I I O 1 INCT1=10 FEET genus I II architects I 325 EAST STM STREET DES MOINES, IA 50309 T 515 264 1010 W W W.GENUS-LA.COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STREET, M. 303 IOWA CRY, A52240 P 319.3397678 CIVIL ENGINEER SHOEMAKERSKMLAND 160 NOWAY ROAD CORAWILLE, t452241 P319,3517150 ELECTRICAL 61RAFFIC SIGNALQATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, SIE. 1`A MINNEAPOLIS. AN 554474443 P 763.4750010 STRUCTURAL ENGINEER 122 E. WASHINGTON STREET, STE. B IOWACRY,LA52240 1`3193331860 LIGHTING OESON SCMAHt SNOOK 219 MAN STREET SE STE 200 MINNEAPOLIS, MIN 55414 P612.339.5956 IWIACITY,M 01 oumz0lr roll oo @ Oa6MN11 tOD%DD m 1a11vzo1r sox cro N 1PQGR017 1 O cD OS UV2 is BID SET TRAFFIC SIGNAL PLAN WIRING DIAGRAM tm64 N111 TRAFFIC SIGNAL POLE DATA POLE NO MAST ARM POLE TYPE LENGTH DIA (FT) FOOTING DIMENSIONS DEPTH (FT) TOTAL MISCELLANEOUS QUANTITY CONTROLLER/BACK PANEL DATA COLLEGE STREET ACTUATED PEDESTRIAN MOVEMENT 06 PHASE SEQUENCE HOT ALLOWED 1 14' PEDESTAL - r 4' 1 2 16'PEDESTAL r 4' 1 314'PEDESTAL 2-6 r 4- 1 6 14' PEDESTAL - 7 4- 1 PROPOSED FLOW DIAGRAM CLINTON STREET AND COLLEGE STREET -011111- INDICATES FLOW PATH WITH ALL PHASES DEMANDED CLINTON STREET AND N O —� NON -ACTUATED VEHICULAR MOVEMENT FLASHING OPERATION CONTROLLER/BACK PANEL DATA COLLEGE STREET ACTUATED PEDESTRIAN MOVEMENT 06 PHASE SEQUENCE HOT ALLOWED CLINTON STREET RED PHASES US 1 FROM TO COLLEGE STREET RED EKPANSIBLE F None PEDESTRIAN DARK MINIMUM QUANTITY OF BACK CLEAR TO 0 4F PANEL POSITIONS: 2-6 1 AO 2018 F 21 G CITY CLERK Y R IOWA CITY, IOWA INDICATES OPTIONAL FLOW PATH WHEN SOME PHASES ARE NOT DEMANDED AT THE SAME TIME OF RIGHT-OF-WAY TRANSFER PROPOSED PHASE SEQUENCE CHART CLINTON STREET AND COLLEGE STREET PROPOSED SIGNAL HEAD LOCATIONS CLINTON STREET AND COLLEGE STREET 6 44 41 + 21 22 N O 62 61 43 42 2 LEGEND III N O —� NON -ACTUATED VEHICULAR MOVEMENT PARTIALLY RESTRICTED VEHICULAR MOVEMENT ACTUATED PEDESTRIAN MOVEMENT 06 NON -ACTUATED PEDESTRIAN MOVEMENT Rw APPROACH SIGNAL HEAD NO 02-06 04 CIRCULAR RED CLEAR TO 0 £ ¢ CLEAR TO 0 4F AO 2-6 1 AO NORTHBOUND CLINTON STREET 21 G Y Y R R R 22 G Y Y R R R SOUTHBOUND CLINTON STREET 61 G Y Y R R R 62 G Y Y R R R EASTBOUND/ WESTBOUND COLLEGE ST 41,44 DW DW DW W FDW FDW 42.43 DW DW DW W FDW FDW PROPOSED SIGNAL HEAD LOCATIONS CLINTON STREET AND COLLEGE STREET 6 44 41 + 21 22 N O 62 61 43 42 2 LEGEND III ACTUATED VEHICULAR MOVEMENT —� NON -ACTUATED VEHICULAR MOVEMENT PARTIALLY RESTRICTED VEHICULAR MOVEMENT ACTUATED PEDESTRIAN MOVEMENT —� NON -ACTUATED PEDESTRIAN MOVEMENT Rw RIGHT OF WAY INTERVAL 0 TRAFFIC PHASE R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN W WALK DW DONT WALK FDW FLASHING DONT WALK AO ALL OTHER PHASES PR1 PREEMPT #1 genus I landscape=tdt chI 325 EAST 5- STREET DFS MOINES, IA 50.'109 T 515 260 1010 W W W.GENUS-LA.COM ARCHITECT NEUMNYI MONSON ARCHITECTS 221 EAST COLLEGE STREET. STE. 303 IOWA CITY. A S22Q P 319.3387878 CIVILENGINEER SHOEMAYBR S RAAIAND 160 HOLIDAY ROAD CORALVILLE, 1457241 P319.351.7150 SRF CONSULTING ONE CARLSON PARKWAY NORM, STE, 150 MINNEAPOLIS. MN 55147-013 P 763, 4750010 STRUCTURAL ENGINEER PATTER RHODES ENGINEERING 172 E. WASH14GTON STREET. STE. 3 IOWA CITY, N 52240 P 319.333. TBW WITTING DESIGN SCHULER SHOOK 219 WUN STREET SE, STE 200 MINNEAPOLIS, 84155/14 P 6123395955 IOWACIIY,B 01 4M2d2017 MIND 08 DBGW'1417 10 w 0 KY18R81T 8011CD N 1Y 17 18 m 0 01lABR018 BID BET GMB ASP •� II TRAFFIC SIGNAL PLAN WIRING DIAGRAM 1�34Y N112 'n n PART NO. 11 PB— PEDESTAL BASE COVER 25ABPK (4) 5/8"X7-1/2" ANCHOR BOLTS, WASHERS AND NUTS INCLUDED WITH ASBLY CP6A. EPDXY AND ANY LEVELING SHIMS BY INSTALLER. SIDEWALK LANDING AREA AND 15 GL GROUND TERMINAL 5" FLANGE BOLT CIRCLE ® ASBLY. NO. 48404" \ ) SCH. 40 AL. PIPE PART NO. 11 PB PEDESTAL —� BASE CASTING PART NO. 11 PBC BLANK 875' COVER CASTING COVER MAY BE CUSTOMIZED 75' WITH LOGO OR DESIGN ASBLY. NO CP6A PEDESTAL BASE, COVER, HARDWARE, AND ANCHORS -- --(2) 3/8"SET SCREWS -STANDARD CABLE TETHER ANCHOR ATTACHMENT (OPTIONAL) LEVEL BASE AND ANCHOR FLANGE FLAT TO SHIMS AND/OR GRADE c a' 24 pp v sv. v v p I/2" MANSON p 12' DIA. —I PUSHBUTTON PEDESTAL BASE NOT TO SCALE 2" MIN. TO 3 -3/4 -MAX. PROJECTION �1 (25) BEVELJCHAMFER CONDUIT, NUMI ._ et I 518"XIVGR PEDESTAL BASE NOT TO SCALE NO, TOSS ASBLY. NO. 484D 4"X48" SCH 40 ALUM. PIPE (2) 1/4" INSERT NUTS INCLUDED CABLE TETHEASBLY. NO. CP6A (OPTIONAL) O 518"X15' GROUND ROD (INCLUDES ANCHORS) (2) SETSCREWS -STANDARD, OR 2"MIN. TO 3" MAX STAINLESS STEEL BOLT O PROJECTIO DOOR CASTING, BOLT AND WASHER DOOR OPENING: 3.75'X 5.75" 2 ® 1/4" NOM. CASTING THICKNESS 0 (FLANGE - 6" BOLT CIRCLE 2-1/4" MIN. TO 3-3/4* MAX. POLE PLATER AND O PROJECTION STAINLESS STEEL STRAPS TO BE USED FOR SIDEWALK OR ATTACHING SIDE MOUNT CONCRETE AREA SIGNALS n (ALL SIDES) _ TP a 4 PEDESTRIAN i PUSHBUTTON AND SIGN f CONCRETE MIX SIGNAL POLE, BASE ? 3A32 OR EQUAL PLATE, BASE COVER, AND ANCHOR RODS 4` GROUT BY CONTRACTOR i SEE PEDESTAL BASE DETAIL THIS SHEET ..1 .1c ...ryax:.Zt :( s.;�. 24"DW PEDESTAL POLE NOT TO SCALE 'n n PART NO. 11 PB— PEDESTAL BASE COVER 25ABPK (4) 5/8"X7-1/2" ANCHOR BOLTS, WASHERS AND NUTS INCLUDED WITH ASBLY CP6A. EPDXY AND ANY LEVELING SHIMS BY INSTALLER. SIDEWALK LANDING AREA AND 15 GL GROUND TERMINAL 5" FLANGE BOLT CIRCLE ® ASBLY. NO. 48404" \ ) SCH. 40 AL. PIPE PART NO. 11 PB PEDESTAL —� BASE CASTING PART NO. 11 PBC BLANK 875' COVER CASTING COVER MAY BE CUSTOMIZED 75' WITH LOGO OR DESIGN ASBLY. NO CP6A PEDESTAL BASE, COVER, HARDWARE, AND ANCHORS -- --(2) 3/8"SET SCREWS -STANDARD CABLE TETHER ANCHOR ATTACHMENT (OPTIONAL) LEVEL BASE AND ANCHOR FLANGE FLAT TO SHIMS AND/OR GRADE c a' 24 pp v sv. v v p I/2" MANSON p 12' DIA. —I PUSHBUTTON PEDESTAL BASE NOT TO SCALE 2" MIN. TO 3 -3/4 -MAX. PROJECTION �1 (25) BEVELJCHAMFER CONDUIT, NUMI ._ et I 518"XIVGR PEDESTAL BASE NOT TO SCALE NO, TOSS ASBLY. NO. 484D 4"X48" SCH 40 ALUM. PIPE (2) 1/4" INSERT NUTS INCLUDED CABLE TETHEASBLY. NO. CP6A (OPTIONAL) 45. (INCLUDES ANCHORS) (2) SETSCREWS -STANDARD, OR STAINLESS STEEL BOLT INCLUDED W/TETHER OPTION DOOR CASTING, BOLT AND WASHER DOOR OPENING: 3.75'X 5.75" PART NO. 25GL GROUND LUG ® 1/4" NOM. CASTING THICKNESS (FLANGE - 6" BOLT CIRCLE PUSHBUTTON PEDESTAL NOT TO SCALE SIZE OF FOUNDATION MAY BE'CHANGED IN THE PLANS OR SPECIAL PROVISIONS, OR IN THE FIELD AS DIRECTED BY THE ENGINEER. THE UPPER PART OF THE FOUNDATION SH Tei L E D BEVELED OR CHAMFERED IN A NEAT MANNER AS DIRECTED BY THE ENGINEER IN THE FIELD.THE OPEN END OF ALL RR II FOUNDATION SHALL ECCAPPEID UNES ARE FM �• �� PLACED. (�� ALL BACKFILLING AROUND THE FOUNDA �1 �'yT(A(�'(�LY CLERK ALL EXCAVATIONS MUST BE PROPERLY Tq`TTT1TCRIT I A IOWA END BELL FITTINGS ON CONDUIT ENDS SHALL BE INCLUDED. (D4 ANCHOR RODS EQUALLY SPACED 12,/4" BOLT CIRCLE POSITIONED SUCH THAT THE PEDESTAL BASE ACCESS DOOR IS CONVENIENTLY LOCATED ON THE S1DE AWAY FROM TRAFFIC (IF POSSIBLE). (2 FOUR (4) 3/4" DIA. ANCHOR RODS, NUTS, AND WASHERS PER APPROVED PEDESTAL MANUFACTURERE'S EQUAL. O RIGID STEEL CONDUIT PER SPEC. 3801 OR RIGID PVC CONDUIT PER SPEC. 3803. SIZE AND NUMBER AS REQUIRED IN PLANS OR SPECIAL PROVISIONS. ® EXPANSION MATERIAL BETWEEN FOUNDATION AND SIDEWALK OR CONCRETE AREA. O WHEN IN CONTACT WITH ROCK, GROUND RODS SHOULD BE PLACED AS SPECIFIED IN CURRENT NATIONAL ELECTRICAL CODE (NEC). 6' BOLT CIRCLE DRILL (4) HOLES TO EMBEDANCHORS EPDXY TO SET ANCHORS SUPPLIED BY INSTALLER 75' N T-O5/8' HOLE FOR INSULATION SLEEVE 5/8" HOLE FOR INSULATION SLEEVE N .75" FIELD PLACE SWITCH TEMPLATE SO PUSHBUTTON IS 42" ABOVE GRADE, OR AS OTHERWISE SPECIFIED. NOTE: SCHEDULE 40 PIPE REQUIRES 1/4' INSERT NUTS SET INTO PIPE. SCHEDULE 80 PIPE MAY BE DRILLED AND TAPED FOR 1/4"-20 BOLT PUSHBUTTON PEDESTAL TEMPLATE NOT TO SCALE genus [ landscape orchitects ] 325 EAST 5TM STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENU9U .COM ARCHITECT NELMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A52240 P 319.3387878 ONIL ENGINEER SHOEMAKER B HAAIAND 140 HOIJMY ROAD CORALVILLE, IA 52241 P 319.3517150 SRF CONSULTING ONE CARLSON PARKWAY NORTH STE, 150 MINNEAPOLIS, MN 554474443 P 763475 ODIO STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CRY, 852440 1`30.333.785() LIGHTING DESIGN SCHULER SHOOK 219 MNN STREET SE, STE 200 MINNEAPOLIS, MI 55414 P 612,339,5958 PEDESTRIAN MOLL IMPROVEMENTS IOWA CITY,W 01 040352017 TM OD 02 0403402017 I0 w 03 1N15201T VMCD 04 12/202017 10096 CD 05 0112&2018 SIDSET TRAFFIC SIGNAL PLAN PEDESTAL POLE AND PUSHRLTTON DFTAII_S 18039 N501 GMS " ASP M� BMSS TRAFFIC SIGNAL PLAN PEDESTAL POLE AND PUSHRLTTON DFTAII_S 18039 N501 T C m m Do 0 0 CD co fn 2 m m J O m F ILEI) 2018fE13 16 FM 1125 CI t Y CLERK A IOWA CITY. IOWA CONDUIT IN TRENCH L MATERIAL BACKFILL LL IS FREE OF 5, CONCRETE, OR iUBBLE. REMSION SERVICE DISCONNECT. Ll RGURE 8010.103 INTERMATIC K4121 PROVIDE 2 SINGLE -POLE REMSIRiS PHOTOCELL, OR CIRCUIT BREAKERS, ONE FOR GROUND EQUAL TRAFFIC SIGNALS, ONE FOR CABINET WIDTH CABINET DEPTH LIGHTING IN NEMA 3R GROUND ROD WTO 6' BELOW JUNCTION BOX ENCLOSURE. ATTACH GROUND WIRE TO GROUND 4910,3#14 METER CONTROLLER CABINET (PHOTOCELL) METER 1#10G, 1"C #8 BARE COPPER IN SAME CONDUIT AS SUPPLY II I I CONDUCTORS. II II CONNECTTO ALUMINUM RISER WITH NEUTRAL. 111 I I SAME DIMENSIONS AS CONTROLLE1 CABINET FOOTING II I I TO BE 4" ABOVE CONDUIT AS SHOWN GROUND OR 111 I I ON PLANS ADJACENT III I I ANCHOR BOLTS (AS SIDEWALK III I I SPECIFIED BY MFR. OF III I I T -W CABINET) I I 11 I I z MIN. K III I I POWER ACCESS nilIII II TO METER r. T C m m Do 0 0 CD co fn 2 m m J O m F ILEI) 2018fE13 16 FM 1125 CI t Y CLERK A IOWA CITY. IOWA CONDUIT IN TRENCH L MATERIAL BACKFILL LL IS FREE OF 5, CONCRETE, OR iUBBLE. REMSION New 0-21-1 Ll RGURE 8010.103 STANDARDROADPLAN SHEET 1 of 1 REMSIRiS SODAS DIRECTOR DESIGN METHODS ENDINEER CONDUIT AND PRECAST HANDHOLES GROUND ROD 518"X8" CABINET WIDTH CABINET DEPTH GROUND ROD WTO 6' BELOW GROUND LEVEL. ATTACH GROUND WIRE TO GROUND USING CALDWELD. CONTROLLER CABINET NOT TO SCALE T C m m Do 0 0 CD co fn 2 m m J O m F ILEI) 2018fE13 16 FM 1125 CI t Y CLERK A IOWA CITY. IOWA CONDUIT IN TRENCH L MATERIAL BACKFILL LL IS FREE OF 5, CONCRETE, OR iUBBLE. genus I landscape architects ] 325 EAST 5TM STREET DES MOINES. IA .50309 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MON SON ARCHITECTS 121 FAST COL= STREET. STE. 303 NOVA CITY, LA 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER B RAALAND 160HOUDAYROAD CORALVILLE, IA 51241 P319.351.1150 SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS. MN 554474443 P 763,4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 52240 P3193337850 LIGHTING DESIGN SCHU ER SHOOK 219 MAIN STREET SE, STE. 210 MINNEAPOLIS, MN 55114 P 612.339.5958 PETIESROAN MALI IMPROVEMENTS KWVACTTY,LA 01 012B2o1r TODD 02 oB9 17 100% DD W 1wiMM17 !RM CD N 1bHNV 1w% CD 05 olawo1B BID SIT GMS • ASP -� BMSB � TRAFFIC SIGNAL PLAN CONTROLLER CABINET AND TRFNCH OFTAILS N502 REMSION New 0-21-1 LI -103 RGURE 8010.103 STANDARDROADPLAN SHEET 1 of 1 REMSIRiS SODAS DIRECTOR DESIGN METHODS ENDINEER CONDUIT AND PRECAST HANDHOLES genus I landscape architects ] 325 EAST 5TM STREET DES MOINES. IA .50309 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MON SON ARCHITECTS 121 FAST COL= STREET. STE. 303 NOVA CITY, LA 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER B RAALAND 160HOUDAYROAD CORALVILLE, IA 51241 P319.351.1150 SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS. MN 554474443 P 763,4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. 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ERPELDING DATE CENSE NO. 24283 LICENSE RENEWAL DATE: DECEMBER 31, MIS N001 -N504 COVERED BY THIS SEA CITY ENGINEER CITY OF IOWA CITY PEDESTRIAN MALL IMPROVEMENTS CITY OF IOWA CITY BID SET JANUARY 26, 2018 DRAWING INDEX J� �n nn IJ L ❑C �!L E MES -6 Pk SHEET NUMBER SHEET TITLE L124 I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT 6001 WAS PREPARED BY ME OR UNDER MY DIRECT FES510 SUPERVISION AND THAT I AM A DULY LICENSED R PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE CF IOWA L131 JOINTING -AREA1 i j BRADLEY GEz ESTIMATED PROJECTOUANTITIES wE HILL fm BRADLEYC. HILL DA G000 LICENSE NO. 1903 70WA LICENSE RENEWAL DATE: DECEMBER 31, WAS. SDI -SDS COVERED BY THIS SEA GODS ESTINATEDPROJECTOUANTTIES I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT JOINTING PLAN-AREA4 WAS PREPARED BY ME OR UNDER MY DIRECT ESTIMATEDPROJECTQUANTITIES SUPERVISION AND THAT I AM A DULY LICENSED JOINTING PLAN - AREA 5 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE ESTIMATED REFERENCE INFORMATION STATE OP IOWA 0 ROBERT W. TOBIN DATE ESTIMATED REFERENCE INFORMATION LICENSE NO, 8404 %RATING PLAN -ARU2 LICENSE RENEWAL DATE: DECEMBER 31, WAS. C101 -U01 COVERED BY THIS SEA Y^J. YCHWEIIT 2192] rriNVISAno,. 6a ACCEPTED FOR LETTING CffYOFIOWACITY UNESCO UIYOiURMNM 1 HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA STEVE J. MCHENRY LICENSE He 21NT LICENSE RENEWAL DATE: DECEMBZ.1E3101- ESI IB COVERED BY THIS S THEREBY CER/�ISENGINEERING DOCUMENT ROEft MY DIRECT INA DULY LICENSED DERTHE LAWS OF THE STATE OF IO NIC J. 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WASHINGTON STREET, STE. B IOWA CITY, W S2240 P 319.3W 7850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET BE STE, NO MINNEAPOLIS, MN 55414 P 612339.5958 OWA CITY,A mr M a4laeaol7 lox m D B5l'JO'2017 100%W D 1WISROIT MCD M IM410WIT 10014CD D 01IM2018 BID SET MIEHIPNISS COVER SHEET+ DRAWING INDEX FOODS IIMW1812AI FM K1I10 PLANTING NOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UIILIIY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE ENGINEER 2, CONTRACTOR SHALL COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS. SLEEVES. FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE FOOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONTINUING WORK 3. ALL WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES, 4. IF DISCREPANCIES EXIST BETWEEN ME NUMBER OF PLANTS 5, ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCKANSIZGD.I, ORIATEET EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. URGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO THE AS.NS. B. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS Of EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT. FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE ENGINEER 1. OWNER RESERVES THE RIGHT TO SUBSTITUTE PLANT MATERIAL TYPE. SIZE, mum WANTRY. B. STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE ENGINEER A MINIMUM Of 4B HOURS PRIOR TO THE COMMENCEMENT OF PUNTING. B. CONTACTOR 15 RESPONSIBLE FOR ALL DAMAGE WE TO OPERATIONS INSIDE AND OUTSIDE OF THE CONSTRUCTION LIMITS PER PUN. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT PRE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST M THE OWNER. 10. THE LANDSCAPE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 11. UNLESS NOTED OTHERWISE. TREES TO BE CENTERED IN PLANTING AREAS, 12. TO AVOID DISRUPTION TO EXISTING TREES. HAND DIGGING REWIRED WITHIN DRIP LINE W TREES. NO TREE ROOTS OVER V IN DIAMETER ARE TO BE CUT. GRADING NOTES 1. TOPOGRAPHIC SURVEY OF EXISTING CONDITIONS SUPPLIED BI MMS CONSULTANTS, INC. OF IOWA CITY, IOWA. CONTRACTOR SHALL VERIFY EXISTING GRADES AND CONDITIONS PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR ADJUSTING WORKASREOUIRED. 2. ALL LAND FORMS SHALL BE GRADED TO BE SMOOTH AND CONTINUOUS SURFACES. CHANGES IN PERCENT OF SLOPE ON SURFACES SMALL BE GRADUAL RATHER THAN ABRUPT. GRACE TRANSITIONAL AREAS TO CREATE VERTICAL CURVES MID ENSURE CONTINUOUS, FLOWING RIND FORM. 3. PROVIDE FOR SURFACE DRAINAGE DURING THE PERIOD OF CONSTRUCTION IN A MANNER THAT WILL PROTECT NEWLY GRADEOMIDADJACENTAREAS. 4. EVERY PRECAUTION AND TEMPORARY MEASURE SHALL BE AND CONFORM TO ALL LOCM CODES. 5. CONTRA SHALL ENSURE POSITIVE DRAINAGE AWAY FROM 5. CONT USHALLPKSZCTALLEXISTINOMUCTURESMO IMFRCVEMENTSTOREMAI . T. ALLNEWCURBS. WALKS AND LMATCH ELEVATION 8. MINIMUMSLOPE 9. REMOVEMYS4 10. CONTRACTOR IS RESPONSIBLE FOR LOADING, HAULING, STOCKPILING PLACING SPREADING AND FINISHING FILL MATERIAL AS REQUIRED, 11. ALL NEW CONCRETE WALKS AND SHALL HAVE A MAXIMUM OF 18 PERCENT CROSS SLOPE AND A MAXIMUM LONGITUDINAL SLOPE OF 4 8 PERCENT. UNLESS OTHERWISE NOTED. 12. ALL VOIDS REMAINING FROM REMOVED ITEMS SHALL BE FILLED AND COMPACTED AS PER SPECIFICATIONS. GRADE TO PROVIDE CONTINUOUS SURFACES. 13. CONTRACTOR SHALL VERIFY THE LOCATION OL All UTILITIES PRIOR TO CONSTRUCTION. ANY DAMAGE TO SUCH SNAIL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL CALL IOWA ONE PRIOR TO CONSTRUCTION. 14. DO NOT DISTURB EXISTING GRADE NEAR EXISTING TREES. 15. FILL AND REGRADE AS REWIRED TO PROVIDE A SMOOTH TRANSITION FROM NEW TOP OF CURB TO EXISTING GRADE. LAYOUT + MATERIALS NOTES 1. DO NOT SCALE THESE DRAWINGS UNLESS NOTED. WRITTEN DATA SHALL TAKE PRECEDENCE OVER ANY OTHER IATA 2. ALL DIMENSIONS TO CURBS ME TO BACK OF CURB, UNLESS OTHERWISE NOTED. 3. JOINTS SHALL BE INSTALLED TO FORM SQUARES DEPENDENTON WIDTH OF WALK AS NOTED ON PLM. SOME JOINTS STALL BE INSTALLED TO ALIGN WITH ADJACENT JOINTS. 4. FORMWORK FOR ALL SITE IMPROVEMENTS SHAL/REOH� AND APPROVED BY THE OWNER PRIOR TO INSTA CONCRETE. PROVIDE MINIMUM: NOTICE. 5, DIMENSIONS INDICATED WITH A'Y SMALL BE VERFIELD BY THE CONTRACTOR.6. ALL LINES AND DIMENSIONS ARE PARALLEL ORP e. OTHERWISE NOTED. DEMOLITION NOTES 1. PROTECT EXISTING TREES PER SPECIFICATIONS. NO GRADING, MACHINERY. OR MATERIAL STORAGE TO OCCUR WITHIN DRIPLINE OF TREE. 2. ALL ITEMS TO BE REMOVED INCLUDE REMOVAL OF ANY RELATED FOOTINGS ANDICR ATTACHMENTS. 3. CITY STAFF TO REMOVE SIGNS. BICYCLE RACKS, TRASH RECEPTACLES AND BENCHES. CONTRACTOR TO COORDINATE REMOVALS. 4. CONTRACTOR TO REMOVE HYDRANTS AS IDENTIFIED IN PIANS AND RETURN TO THE CITY OF IOWA CITY WATER DEPARTMENT WHEN NEW HYDRANTS ARE IN SERVICE. 5. OUTDOOR EATING ENCLOSURES. UNIT PAVING, WOODEN DECKS AND ANT CONNECTION FROM BUILDING TO SIDEWALK CAFE TO BE REMOVEDSYOWNER. S. PROTECT ALL FASTING FEATURES NOT DESIGNATED FOR REMOVAL T. IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO REMOVE AND LEGALLY DISPOSE OF ALL WASTE ITEMS (PAVEMENT EXCAVATION MATERIALS, PLANT MATERIAL, ETC) AT A LEGAL OFF SITE LOCATION OR LICENSED LANDFILL. NO STOCKPILING OF WASTE MATERALS WILL BE ALLOWED WITHIN THE PROJECT AREA OR RIGHT-OF-WAY UNLESS SPECIFICALLY STATED IN WE PLANS OR APPROVED IN WRITING PRIOR TO STOCKPILING. B. CONTRACTOR SMALL PROTECT EXISTING OVERHEAD AND UNDERGROUND UTILITIES. ANY DAMAGE TO SUCH SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 9. THE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE INFORMATION AVAILABLE AT THE TIME OF PUN PREPARATIONS. L TREE STUMPS OF SHALL BER 11. RE AND DI5POSE OF ALL FU ARUM DING SHRUBS AND GI DESIGNATE REMAIN. 12. ALL VOIDS REM R WE INLFT STRUCTURES ES $7 RECOMPAC�O 13. ALL AREAS WHERE NEW PAVEMENT SAW CUT TO PROVIDE A UNIFORM 14. TREE AND SHRUB PROTECTIVE FE THE AVAUBIE FROM THE OWNER MIXOR WE ENGINEER, AND CONSULT WITH THE OWNER'S PERSONNEL MO UTILITY COMPANIES REPRESENTATIVE$ TO DETERMINE POSSIBLE UTILITY LOCATIONS MO DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. IOWA ONE CALL SHALL SE CONTACTED NO LESS THAN 48 HOURS PRIOR TO STMT OF CONSTRUCTION FOR UTILITY LOCATIONS AT PHONE NUMBER 1800292-8989. THE CONTRACTOR SHALL COORDINATE WITH ALL PUBLIC UTILITIES FOR DISCONNECTION AND REMOVAL OF THEIR FACILITIES SERVING STRUCTURE BEING DEMOLISHED. 16. CONTRACTORS TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISH GRACES IF NECESSARY. EXISTING UTILITIES INCLUDE. BUT ARE NOT LIMITED TO FIRE HYDRANTS, MMHOLE RIMS. INLETS, WATER VALVES AND OUGHT BASES. CONTRACTOR SHALL ADJUST TO GRADE ALL WATER AND GAS VALVES AND SEWER OR STORM SEWER MANHOLES, CONTRACTOR SHALL KEEP ALL SUCH VALVES AND MANHOLES FREE OF DEBRIS AND OPERABLE AT ALL TIMES WRING CONSTRUCTION. 17. FIELD VERIFY EXISTING GRADES MD LOCATONS OF EXISTING UTILITIES, CONDUIT. LINES, POLES. TREES, PAVING, BUILDING AND OTHER SITE STRUCTURES PRIOR TO DEMOLITION OR CONSTRUCTION AND IMMEDIATELY INFORM THE ENGINEER OF ANYDISCREPANCIES. 18. PRIOR TO REMOVING MY PLANT MATERIAL NOT INDICATED TO BE PROTECTED OR REMOVED CONTACT THE ENGINEER. 19. PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED, NOTIFY WE ENGINEER OF ANY DISCREPANCIES. 20, REPORT TO OWNER'S REPRESENTATIVE MY DAMAGE TO EXISTING UTILITIES PRIOR TO REPAIR LBE IN MI EWITH Hl 21. ALLWORK NDWISHAL ACCORD C OS COGSSMD HA SIMV E WE NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE WE CONTRACTORREG FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 22. UNDERGROUND VAULTS HAVE BEEN PLOTTED FROM AVAILABLE 23. OODRDINATEALL DEMOLITIONACTIVITESWITH RBEFORE COMMENCING MY DEMOLITION WORK 24. THECONTRACTORSHALLCONTACTAL LRIESMDARRANGE 25. ADI4CFNTSTREETS BE LWMAINED CLEAN AS PER CITY OU IOWA CRY REOUI ENTS. 28. RIS POSSIBLE MAY BE OTHER UTILITIES THAI WHAT IS SHOWN, CITY STENCE OF WHICH ARE PRESENTLY NOT KNOW> O0. SHO . IT IS WE CONTRACTORS RESPONSIBILITY TO DE INE THEIR EXISTENCE MID E%AQ LCCATON TO AVOID TO DEMOLITION. 28. CONTRACTOR WILL EXPOSE ALL LT UTIES PRIOR TO INSTALLATION AND LAYING OF STORM PIPE OR OTHER CONFLICTING CONSTRUCTION. IF NECESSARY. WE SURVEYOR SHALL BE CONTACTED TO OBTAIN ELEVATIONS FOR REVIEW PRIOR TO CONTINUATION OF WORK. 29. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING TIME OF PLAN PREPARATIONS. W. CWTRACTORTOMAKECONCRUESAWLU ,PAVMTWD LIMESTONE CUTS WITH A WET SAW TO MINIMIZE DUST. GENERALNOTES 1. DEMOLITION AND CONSTRUCTION MEWODILXMD�O IPMED BE USED SHALL ACHIEVE LOW PROJECT VI TIWW MAXIMUM OF 0 2 INCH PER SECOND PPV (PEAK PARTIOL IF DAMAGE OCCURS TO MY VELOCITY). WHEN WORKING WITHIN THE CONSTRUCTION LIMITS. 2 AREAURING CONSTRUCTION, NMESWITHINTMHNE$TUDY� PROPERTY OWNER. �`UU�'4{j j�jlj�ll[�E�SAFBFBJ(J(QQ pp{{VV��,� 3. UNLESS OTHERWISE APPROVED. WE CONTRACTOR SHALL 4. genus (7andsGape arCMTflOh ] 325 FAST SIN STREET DES MOINES,A 50307 T 515 294 1010 IVH W.GENUS-IA.COM OE C!EP.R! 1 ARCHITECT Y, ] • NEUMANNMONSONARCHITECTS 221 EAST COLLEGE STREET, STE. 303 KOCESS IOWA CITY, A 52140 P319.3382878 /CONSTRUCTION. SEE PEDESTRIAN ACCESS AND ADA COMPLIANCE NOTES ON THIS SHEET, 5. PROTECT ALL BUILDINGS, STRUCTURES, DRIVES. SIDEWALKS. STREETS. POLES, FENCES, SHRUBS, TREES, SIGNS. UTILITY BOXES, ETC. THAT ME NOT DESIGNATED FOR REMOVAL. ANY DAMAGE CAUSED BY THE CONTRACTORS OPERATIONS SHALL BE REPAIRED OR REPLACED AT WE CONTRACTORS EXPENSE. 6. THE CONTRACTOR SMALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES, WARNING SIGNS. LIGHTS AND FLAGMEN AS PER WE TANUM ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. T R IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED AND COMPLETE PRODUCT. THEREFORE, CONTRACTOR SHALL PATCH, REPAIR AND ADJUST AS REQUIRED TO ACHIEVE THIS FINISHED PRODUCT. CONTRACTOR SHALL PATCH AND REPAIR ALL OUSTING WORK AFFECTED OR DAMAGED BY DEMOLITION TO MATCH NEW CONSTRUCTION. 5. ALL REINFORCING STEEL DOWELS AND TIE BARS USED IN THE PAVING AREAS SHALL BE EPDXY COATED. 9. THE CONTRACTOR IS RESPONSIBLE TO ARRANGE FOR PARIONG AND STAGING AREAS OUTSIDE OF THE CONSTRUCTION LIMITS. 10. BUSINESS HOURS CAN BE FOUND AT DOWNTOWNIOWACRY.CGA 11. ANY AND ALL WATER VALVE ADJUSTMENTS NOT ASSOCIATED WITH NEW WATER MAIN CONSTRUCTION IS INCIDENTAL TO PAVER WORN. WORK REWIRED TO MAKE ADJUSTMENTS SHALL BE IN ACCORDANCE WITHSUDM. PEDESTRIAN ACCESS AND COMPLIANCE 1, THE CONTRACTOR MAY EMPLOY ACCESS TO BUILDING BY SAWCUI DNG ANO REMOVING PORTIONS OF THE EXISTING WALKWAYS OR THROUGH TEMPORARY WOOD WALKWAYS THROUGH THE CONSTRUCTION AREAS. ALL TEMPORARY ACCESS ROUTES SHALL CONFORM TO CURRENT ADA GUIDELINES. 2, THE CONTRACTOR SHALL PROVIDE AN BWIDE PEDESTRIAN ZONE TO ALL WILDING ENTRANCES DURING CONSTRUCTION. 3. CONTRACTOR SHALL SUBMIT A PLAN TO MAINTAIN ACCESS TO ALL BUILDINGS TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 4. COMMUNICATION WITH BUSINESS OWNERS WILL BE A NECESSITY DURING THE CONSTRUCTION PROCESS. CONTRACTOR TO PROVIDE A MINIMUM OL 1 WEEK NOTICE TO BUSINESS OWNERS AND A FOLLOW UP b HOUR CALL TO COORDINATE SCHEDULE PRIOR TO WORKING AT THEIR LOCATION. S. 8 FOOT TALL CHAIN LINK FENCING SHALL BE USED TO SECURE INTERIOR WORK AREAS ON EACH BLOCK AND TO DELINEATE THE 8 FOOT WIDE PEDESTRIAN WALKWAY. FOR SHORTER TERM SIDEWALK CLOSURES ORANGE SAFETY FENCING SHALL BE USED 6, IT ML THAT THE INSPECTOR IS WITH THE CONTRACTOR DURI E ADA POUR MD PLACEMENT TO ENSURE CO IPL ITEMS TO NOTE ME: INSTALL ABLE WARNINGS FOR FULL WIDTH OF CIMS THE SPECIAL NEEDS 1. DISPOSE OF ALL WOOD MATERIAL GENERATED AS A RESULT OF CLEARING AND/OR GRUBBING ACCORDING TO THE IOWA DEPARTMENT OF AGRICULTURE AND LAND STEWARDSHIPS EMERALDASH BORER (EAB) OLARANTINE ORDER. FOR MORE INFORMATION REFER TO HITPVM'WW.IOWATREEPESTSTOMMAB REGULATIONS.HTML. ABBREVIATION / SYMBOL KEY PA PLANTING AREA EJ EXPMSION JOINT CJ CONTROL JOINT TGF TOP OFFOOTINO TOP TOP OF PIER TOS TOP OF SLAP TW TOP OF WALL FG FINISH GRADE O C. OO CENTER TYP TYPICAL COP CAST IN PUCE PCC PORTLAND CEMENT CONCRETE S VERIFY MEASUREMENT IN FIELD L CENTERLINE O DIAMETER CML ENGINEER SWEM4KERSHAALAND *0 HOOMY ROAD CORALVILLE. A 52241 P 319351.7150 SRF CONSULTING ONE CPRLSON PARKWAY NORTH, SIE ISO MINNEAPOLIS, MN 55147403 P 70.475.0010 STRUCTUMLENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A 5220 P319.333T850 LIGXIBIGDESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 613 339.59M PEDESTRIAN MILL IMPROVEMENTS N)WACTTY, A mw w� uu. 01 04282011 mm 02 0430,2011 100%DD 03 1418201T 5U%CD 04 1290,2111TyXW,CD 05 OU442018 BID SET EDI EN I FN SS GENERAL PROJECT NOTES 16034 1rz4rzO1BT.10 PM [l1111A ESTIMATED PROJECT QUANTITIES ESTIMATED PROJECT QUANTITIES ITEM N0. ITEM DESCRIPTION UNIT ESTIMATED AB -BUILT ESTIMATED ASSUILT 35 TRAFFIC CONTROL LS OS PHASEI PHASE2 3fi TOTAL LS 0.5 0.5 ITEM ND. ITEM DESCRIPTION UNR ESTIMATED AS -BUILT ESTIMATED A&BUILT 2D18 �B -6 38 REMOVE AND REINSTALL ANEMOMETER L3 t SITE CLEA1iING EMOLI URVEYINO AND EARTHWORK 1 38 CLEANWTREMOVM[STORM] FA 1 0 1V .� CITY, V REMOVE MANHOLE - 1 MOBILILITION LS OS 1 0.5 REMOVE 9Tg1M PIPE, 121N. RCP 1 51 12 83 2 CONSTRUCTION SURVEY LS B5 0.5 45 1 REMOVE STORM PIPE. 24TH. RCP LF PM 4: 2 3 CONSTRUCTION TRMLER/FIELD OFFICE LS 05 LF 0.5 1 26 CLERK REMOVAL OF WATER MAIN, +O IN. LF 4 FLLTERSOCI49 LF 785 46 390 t,iTS 0 01YA 4] 5 TEMPORARY FENCING. CHAIN LINK T2IN. HEIGHT 10 1,836 191 1,972 40 3,208 EA 1 0 6 FENCE, TREE PROTECTION, CHMNLINK PANELS LF 182 1 520 0 T2A 50 41 LS 0.5 T FENCE, TREE PROTECTION, HIGH DENSITY POLYETHYLENE FENCING LF 408 51 955 LF B53 12 360 8 TREE TRUNK WRAP FA +8 20 42 53 FffTING3 BY WEIGHT, Cl LB 1,690 9 REMOVAL OF PCC PAVEMENT BY 842 54 810 EA 1.482 + 1 10 REMOVAL OF TRAFFIC SIGNALIZATION LS 0 1 1 56 FIRE HYDRANT ASSEMBLIES EA 3 11 TEMPORARY SURFACING LS 0.5 Si 0.5 FA 1 0 4 12 REMOVALS PER PIAN L3 0.5 0.5 1 Be WATER SERVIGE.dIN. EA 3 13 REMOVAL OF PLL STAIR AND FWNDATION SF 510 60 0 EA 510 0 2 id REMOVAL OF PCC PERRON LF 183 0 1B3 62 WATER 8ERVICE,IIN. TYPE KCOPPER EA 0 15 REMOVAL OF UNRPAVERS BY Op00 83 3,880 EA 0.280 d fib REMOVAL OF LIMESTONE PLANTER WALL [SALVAGE FOR REUSE, � 615 102 SW � HDPE CARRIER DUCT, 21N., INCLUDING PULLTAPE AND TRACER WIRE [TRENCHED) LP 2100 16 ASSUME REMOVAL OF ALL EXISTING LIMESTONE] 3,810 � HDPE CARRIER DUCT, 1.251N., INCLUDING PULL TAPE AND 1RACER WIRE (TRENCHED] LF BO 16 98 BT REMOVAL OF PUBLIC ARTWORK AND FOOTING [DOROTHY AND EA 2 0 2 N 4IN. GRAIN TILE LF 1,888 1i TREASURE ISLAND 2,587 CV 300 200 500 REMOVE AND REINSTALL PUBLIC ARTWORK AND FOOTING I SOLAR EA 2 18 2 24 4 dt 10 MARKER, BMANCEIN PLACE. JAZZ AND TIES THAT SING] 19 REMOVAL OF EXISTING TREE AND STUMP EA 25 20 45 ZD REMOVAL OF SHRUB ANOOROUNDCOVER PLANINGS SF 8,138 $369 5,505 21 WATER MAIN ABANOONBEM LS 0 1 Y2 INSTALL DRINKING FOUNTAIN LS 0 1 1 23 ADJUST EXISTING FIRE HYDRANT FA 0 3 21 REMOVE FIRE HYDRANTASSEMBLIES EA 3 0 25 REMOVE SANITARY SERVICE LINE LF 0 10 F 28 REMOVAL OF EXISTING 121N.X 361 ANE EA d 2 27 REMOVAL OF E%ISTING AREA GRAINS FA d 0 28 REMOVAL OF LNG TRENCH DRAINS LF 122 0 122 29 RENO IBIWRY SIGN AND FOOTING, SALVAGE MIO REINSTALL SIGN EA 0 1 1 � OW PARKING METER. ADA SIGN AND STOP SIGN AT LINK ST AND � 0 2 2 EINSTALL 3 REMOVE EIECTRIGM OUTLET FA 44 23 67 REMOVE DAMAGED LIMESTONE ART WALL AT WEATHER DANCE � FOUMAIN LF A 0 20 33 EXCAVATION, CLASS 10 UNSUITABLE ESTIMATED PROJECT QUANTITIES FHASEI PHASE2 TOTAL ITEM N0. ITEM DESCRIPTION UNIT ESTIMATED AB -BUILT ESTIMATED ASSUILT 35 TRAFFIC CONTROL LS OS OS 3fi 3WPPP MANAGEMENT AND RECORD KEEPING LS 0.5 0.5 1 31 REMOVEDAMAGEOGRANDEPAVERATWFATHERDANCEFWNTAIN SF 52 0 2D18 �B -6 38 REMOVE AND REINSTALL ANEMOMETER L3 t 0 1 38 CLEANWTREMOVM[STORM] FA 1 0 1V .� CITY, 40 REMOVE MANHOLE - FA 1 0 1 REMOVE 9Tg1M PIPE, 121N. RCP LF 51 12 83 42 REMOVE STORM PIPE. 151N. RCP LF 45 0 45 0.A REMOVE STORM PIPE. 24TH. RCP LF 8 0 8 44 REMOVAL OF WATER MHN. 121N. LF 12 12 26 0.5 REMOVAL OF WATER MAIN, +O IN. LF T 0 46 REMOVAL OF WATER MAIN. B IN. 46 0 46 4] REMOVAL OF WATER MAIN, 61N. LF 10 191 204 40 VALVE REMOVAL, 101N. GA EA 1 0 1 9 VALVE ,BIN. GATE EA 1 0 1 50 REMOVE WATER APPURTENANCES[MISCELIANEW31 LS 0.5 0.5 1 vr3mEs 51 WATERMAIN GRED, DIP, 121N. LF 318 12 360 52 WATER MWN, TRENCHED, BIN. LF 0 1B5 195 53 FffTING3 BY WEIGHT, Cl LB 1,690 Tt5 2.205 54 VALVE, CAIE, OIP,BIN. EA 0 + 1 55 VALVE. LATE, DIP, 121N. EA 3 2 5 56 FIRE HYDRANT ASSEMBLIES EA 3 0 3 Si WATER SERVICE, BIN. FA 4 0 4 58 WATER SERWCE, BIN. FA 0 1 Be WATER SERVIGE.dIN. EA 3 0 3 60 WATER SERVIGE,2IN. TYPE KCWPER EA 2 0 2 61 WATER 3ERVIGE,151N. TYPEKCOPPER EA 2 0 2 62 WATER 8ERVICE,IIN. TYPE KCOPPER EA 0 1 1 83 TELECOM VAULTS, 481N.X48IN.X511N. EA 0 d fib TELECOM HANDHOLE3301N. Xd01N. X 381N. EA 0 3 3 � HDPE CARRIER DUCT, 21N., INCLUDING PULLTAPE AND TRACER WIRE [TRENCHED) LP 2100 1631 3,810 � HDPE CARRIER DUCT, 1.251N., INCLUDING PULL TAPE AND 1RACER WIRE (TRENCHED] LF BO 16 98 BT 61N. PAVING SUBORAIN [CLINTON SRIEET] LF I. 122 122 N 4IN. GRAIN TILE LF 1,888 091 2,587 CV 300 200 500 34 TREE G4TOR 84GSAT E%ISTING TREES FA 18 24 dt ESTIMATED PROJECT QUANTITIES FHASEI PHASE2 TOTAL ITEM N0. ITEM DESCRIPTION UNIT ESTIMATED AB -BUILT ESTIMATED ASSUILT 35 TRAFFIC CONTROL LS OS OS 3fi 3WPPP MANAGEMENT AND RECORD KEEPING LS 0.5 0.5 1 31 REMOVEDAMAGEOGRANDEPAVERATWFATHERDANCEFWNTAIN SF 52 0 2D18 �B -6 38 REMOVE AND REINSTALL ANEMOMETER L3 t 0 1 38 CLEANWTREMOVM[STORM] FA 1 0 1V .� CITY, 40 REMOVE MANHOLE - FA 1 0 1 REMOVE 9Tg1M PIPE, 121N. RCP LF 51 12 83 42 REMOVE STORM PIPE. 151N. RCP LF 45 0 45 0.A REMOVE STORM PIPE. 24TH. RCP LF 8 0 8 44 REMOVAL OF WATER MHN. 121N. LF 12 12 26 0.5 REMOVAL OF WATER MAIN, +O IN. LF T 0 46 REMOVAL OF WATER MAIN. B IN. 46 0 46 4] REMOVAL OF WATER MAIN, 61N. LF 10 191 204 40 VALVE REMOVAL, 101N. GA EA 1 0 1 9 VALVE ,BIN. GATE EA 1 0 1 50 REMOVE WATER APPURTENANCES[MISCELIANEW31 LS 0.5 0.5 1 vr3mEs 51 WATERMAIN GRED, DIP, 121N. LF 318 12 360 52 WATER MWN, TRENCHED, BIN. LF 0 1B5 195 53 FffTING3 BY WEIGHT, Cl LB 1,690 Tt5 2.205 54 VALVE, CAIE, OIP,BIN. EA 0 + 1 55 VALVE. LATE, DIP, 121N. EA 3 2 5 56 FIRE HYDRANT ASSEMBLIES EA 3 0 3 Si WATER SERVICE, BIN. FA 4 0 4 58 WATER SERWCE, BIN. FA 0 1 Be WATER SERVIGE.dIN. EA 3 0 3 60 WATER SERVIGE,2IN. TYPE KCWPER EA 2 0 2 61 WATER 3ERVIGE,151N. TYPEKCOPPER EA 2 0 2 62 WATER 8ERVICE,IIN. TYPE KCOPPER EA 0 1 1 83 TELECOM VAULTS, 481N.X48IN.X511N. EA 0 d fib TELECOM HANDHOLE3301N. Xd01N. X 381N. EA 0 3 3 � HDPE CARRIER DUCT, 21N., INCLUDING PULLTAPE AND TRACER WIRE [TRENCHED) LP 2100 1631 3,810 � HDPE CARRIER DUCT, 1.251N., INCLUDING PULL TAPE AND 1RACER WIRE (TRENCHED] LF BO 16 98 BT 61N. PAVING SUBORAIN [CLINTON SRIEET] LF I. 122 122 N 4IN. GRAIN TILE LF 1,888 091 2,587 genus (landscape architects ] 325 EAST SM STREET DES MOINES. IA 50909 T ss zaa Imo W W W.GENUSLA.COM ARCHITECT NEUM4NN MONSONARCHREC73 227 EAST COLLEGE STREET, STE. 333 IOWA CITY, IA52260 P3793381875 CIVIL ENGINEER SHOEMAKER 8 HA41AN0 160 HOlI0AY RGA➢ ' COItALVILLE. 1457147 P 319.357.715D ELECTRICAL 6 TRAFFIC SNiNANZARON SRF CONSULTING ONE CPALSON PARKWAY NORTH, STE, 15D MINNEAPOLIS, MN 554474613 P 783.475.0070 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, S7E.B IOWA CITY , 1A52240 P 319.33J.1850 LIGHTING DESIGN SCHULER SHOOK 179 MAIN S7REEf BE, STE 200 MINNEAPOLIS, MN 55616 P 672339.5958 IOWA CITY, U ww 01 OM282017 TIM DO G2 aernrzon NICK DO 03 1N1M201T W% CD IN +vzazov 1m%co US otnMmle elo SET CCIEH/PN 133 ESTIMATED PROJECT QUANTITIES 18034 2/&20182:50 PM G003 ESTIMATED PROJECT QUANTITIES 325 EAST 5- STREET 50309 T 515 294 T 515 284 1010 W W W.GENUS-LA.COM PHASE PHASE TOTAL ITEM NO, ITEM DESCRIPTION UNIT ESTIMATED AS -BUILT ESTIMATED AS -BUILT CWIL ENGINEER 69 41N. GRAIN TILE OUTLETS IMO STRUCTURES EA 14 9 0 TO CHANGE OUT EXISTING INTAKE AND MANHOLE LIDS EA 0 3 3 71 STORM SEWER MANHOLE ADJUSTMENT EA - 0 1 1 72 251N. X 251N, AREA INTAKE INSTAL4ATIIN EA 8 T 15 73 10 IN. X 101N. AREA INTAKE INSTALLATION EA 2 0 0 2 74 61N. CLEANOUT [ SANRARYSWMESE I EA 0 1 1 D 1 75 121N. DIA RCP STORM SEWER LF 216 214 174 115 390 76 151N. DW RCP STORM SEWER LF N 8 19 587 99 77 241N. DW RLP STORM SEWER LF 0 40 0 582 0 78 STANDARD 401N. DIAMETER ST0RM MANHOLE EA 5 4,540 4 2,940 9 T9 INTAKE TOP AND THROAT REMOVAL AND REPLACEMENT EA 0 4.510 1 2.910 1 80 ALLEY ]WAKE TOP REMOVAL AND REPLACEMENT LB 1 0 0 m 1 01 SANITARY E- RVICE LINE EA 0 0 1 70 1 82 TRENCH FOUNDATION MATER TON W 2,072 25 1,743 N 83 ELECTRICAL CIRCUIT LF 5,672 it 3,365 0 9, 84 HANDHOLE JUNCTION BOX IIT IN. X W IN. 1 EA 9 38 4 0 13 85 CONTIOLCMINET PAVEMENTTYPE G, GRANITE PAVERAND GROUT SETTING BED 3 52 1 0 4 86 0,751N. ELECTRICAL DUCT LF 1, 152 625 668 2,517 87 1.S IN. ELECTRICAL DUCT LF ON 88 •450 0 3.050 88 31N. ELECTRICAL DUCT LF 105 70 0 395 89 PEOOCPOWERPEMSTALAND FOOTING.MAMP 120VOLT EA 31 0 21 70 55 W PEDOC POWERPEDESTALAND FOOTING, WAMP250V0LT EA 2 IN 0 0 2 91 STAGE SUPPORT:WATERPROOF INGRADEBGMSAND 121N.CMLE SLEEVE LS EA 'IN 0 137 1 TRAFFIC SIGNALIZATION 92 TRAFFIC MORALIZATION 0 10 1 0 1 UGHTING 93 TYPEMU-l0MLEWITHR0ADWAYFIXTIIREMD6 NERA S EA 0 1 1 94 TYP5SA12T-IOPOLEWIT1R0ADWAYFIXUREANDBAN RARMS EA 0 1 1 95 TYPE SA225' POLE WITH ROADWAY FIMRES AND -/NERS ARMS EA 0 2 2 96 TYPE SO WALL UPLM.M EA T 0 1 97 TYPE SF PEDESTRIAN MALL POLE EA 29 20 49 98 TYPE SGI SURFACE TREE UPLIGHT EA 16 4 20 99 TYPE W STORY WALL UPLIGHT EA 9 5 14 IN TYPE SL INTEGRAL FOUNTAIN LIGHTING EA 6 0 6 101 OL TYPE GO SEATING AREA PE EA 1 0 1 ESTIMATED PROJECT QUANTITIES 325 EAST 5- STREET 50309 T 515 294 T 515 284 1010 W W W.GENUS-LA.COM PHASEI PHA9E2 TOTAL REM NO. ITEM DESCRIPTION UNIT ESTIMATED ASSUILT ESTIMATED AS -BUILT CWIL ENGINEER 102 TYPE SOI SEATING AREA FIXE EA 1 0 1 103 TYPE SP PERFORMANCE AREA FRONT EA 4 0 4 IN TYPE SO FOUNTAIN TOP LIGHT EA 4 0 0 I% TYPE SR SCULPTURE UPLIGHT EA 4 4 8 (('1 PAVINGAND MMJoy IN COLUMN FOUNDATIONS I PERMANENT STAGE CANOPY I LS MINNEAPOLIS, MN 55414 0 P 612.339.5958 1 107 COLUMN FOUNDATIONS I BHMP STAGE CANOPY I LS 1 D 1 IN LIMESTONE Pi -ANTER WALL FOUNDATION CY 214 115 329 IN PAVEMENT TYPE A 6 IN. PCC SI KMDPEDESTRUMIRAMFS SY 8 587 575 110 PAVEMENT TYPE S. B C CLINTON STREET PAVING AND CURB TYPEAMOCU B BY 40 582 622 111 PAVEMEj,04PE C, B CM PAVER WITH SAND SETTING BED BY 4,540 2,940 T.480 112 0AVEMEW TYPE C. B IN. PCC SUBSIAB BY 4.510 2.910 7,480 11 PAVEMENT TYPE D. B CM PAVER WITH ASPHALT SETTING BED AND MASTIC 51• 0 m PO 114 PAVEMENT TYPE D, 9 IN. PCC SUMIAB AT CLINTON STREET CROSSWALKS BY 0 70 TO 115 MODIFIED SUBBASE CY 2,072 1,743 3,015 116 PAVEMENT TYPE E. 5 CM PAVER LEVELING SAND AT EXISTING TOPPING SIAS S. it 0 17 117 PAVEMENT TYPE F. B CM PAVER WITH ASPHALT SETTING BED AT EXISTING VAULT BY 38 0 38 118 PAVEMENTTYPE G, GRANITE PAVERAND GROUT SETTING BED SF 52 0 52 118 PAVER EDGE RESTRAINTAT PIANTING AREA I0.25IN. X 31N. X4 IN, GALVANIZED STEEL ANGLE I LF 152 668 020 120 PAVEMENT TYPE B. 9 IN. INTEGRAL COLORED PCC AT WEATHER DANCE FOUNTAIN BY 88 0 SO 121 PCCSTEP LF 70 0 70 122 PCCCURBTYFEC LF 0 70 70 TRENCH DRAIN AT WEATHER DANCE FOUNTAIN LF IN 0 IN 124 NqtLfION OF SALVAGED LIMESTONE PLANTER WALL EA 'IN 137 SKI 125 PCC BANDA GE FPLC BAND AT UNIT PAVERS -RAISED PCC BMD AT STAGE- 7!5<E AT SHARE PATIO S1. 10 0 10 128 PCC STAIR EA 3 0 3 127 PCCSTAIRHANDRAIL LF 44 0 44 120 GRANITE STEPS AND GRANITE PLATFORM SF IN 39 195 129 CUTTING OF EXISTING LIMESTONE PLANTER WALL PIECES EA 120 32 152 130 LIMESTONE PLANTER WALL, NEW LIMESTONE EA 353 72 BLACK HAWK MINI PARK STORY WALL EA 1 0 132 GUNTON STREET STORY WALL EA 0 1 V14n131 133 PUAREA SF 0 75 134 DETECTABLE WARNING PLATES, CAST IRON SF 0 95 GRANITE PAVER JOINTS -CLEAN AND REGROUT AT WEATHER DANCE135 FOUNTAINL3 1 0 genus [ IonGscope architect ] _ - I L E A 'B -6 PH 4: 325 EAST 5- STREET 50309 T 515 294 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT CLARK MONSON ARCHITECTSTY 221 57AEL, STE. 303Cif c.IIOWA CICOLLEGE TY, W540 P 3193387878 CWIL ENGINEER SHOEMAKER S RMI -AND 160 HOLIDAY ROAD CORALVIUE. IA SZMI P 319351.7150 ELECTRICAL& TRAFFIC SIGNAIIIATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55L474W3 P763.ATEMIC STRUCTURAL ENGINEER RARER RHODES ENGINEERING 121 E. WASHINGTON STREET, STE. B IOWA CRY, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 2T0 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 047=17 70%DD G2 DW3 "IT 1W%DD W IMIMO17 50%CD D4 IMW2017 10^ CD 05 01MU2018 BID SET CC/EMIPN I55 ESTIMATED PROJECT QUANTITIES INN WSIM182:M M 0004 ESTIMATED PROJECT QUANTITIES P1NSEt ESTIMATED PROJECT QUANTITIES REM NO. OEM OESGRIPTION UNIT ESTIMATED PTM.BE 1 p16M3e x rmM 18B MULCH 131N. THICKNESS. DOUBLE SHREDDED HARDW000 BgRK ] GY g5 ITEM NO. REM DESCRIPTKMI UNIT EST9MTED ASHWBT ESTiW1TE0 A9dUILT 05 R1 IRRIGATION SYSTEM SIN. PVC SCHEWlE 40 SLEEVE lF 420 2B0 lTT 13B GRANITE STEPS AND GRANITE PLATFORM FOOTING CY 28 1 B 8RE AMENITIES 3a LITTER RECEPTACLE, LANDSCAPE FORMS. SCARBOROUGH FA B 15 1T4 ED 137 LIGHTPOLE FOOTING EA 31 M 1>5 IS g 19 Z7 1M BENCH TYPECINEOLNMAN011g IN. W111121NTE ARM81 EA t3B pgVEMEM MARKINGS LS 0 TU 1 DUMOR TABLE 78. NATURAL IPE 1 1 0 1 tT8 BICYCLE RACK, TYP B Lula PH 4: 23 139 SCREEN ATTMNSFOPAER LS 1 179 0 EA 1 2 Z 180 PgvERCJUTE SYSTEM, IRONSMRH FA B L[RK 140 IYAEbTONE BENCH AND FOOTING lF 85 45 � 110 1 Y, 10 q. J I .� 141 INSTMLPTXIN OF NEW LIMESTONEART WALLAT WTATHE LE FOUNTAIN � 1 0 0 1 1 1 tB3 V T: JEFFERSON BUILDING VAULT DEMO E%ISTINO VAULT WALLS DOW RPI -AN � 1 0 1 1B4 1�' INSTMLATpN OF BMVAOED LIMESTONE ART WALL FROM WEATHER DANCE FOUNTAIN ART PIECE 0 0 1 0 1 4 VAULT: 110ECOLIE TERPROOFING LS 0 1 1 ALTERNAIEt.PElAW4ENi STAGE CANOPY AT TXERMNCEFWNTMN 188 PERMANENT STAGE CANOPY AT WEATHER CE FOUNTAIN WATERPROOFING 1 B 1 ALTERNATE 2. BLACK HAWK MINI PARK SXgDE STRUCTURE 1ST BLACK HAWK SHADE STRUCTURE LS 1 10.1 NEW WATERPROOFNG PT MERGE ENTRY SF 215 1N 0 BY ZTS J.B60 -0.280 189 REMOVAL OF UNIT PAVERS BY 4.400 S,6B0 LANDSCAPING 8100 1N AMEND EXISTING PLANTING SOILS LAPPET FERTILIZER PER MANUFACTURERS RECOMMENOATION51 LS 1 1 2 145 PUNTING SOILS Cy )04 176 062 1b 1REE5,6-0'NT, NRNISXEDAND INSTALLED EA 2 0 147 TIMES. 10'42 Ni, FURNISHED AND INSTALLED EA 2 3 5 1b TREES.TIN, CAL, FURNISHED AND INSTALLED FA 4 0 149 TREES, 251N. CAL, FURNISHED AND INSTALLED EA 1 9 10 1W TREES, 3IN. CM,FURNISHED AND INSTALLED EA 9 B 10 151 TREES,OIN. M. FURNISHED AND INSTALLED EA 8 12 15x TREES. OIN, M. FURNISHED AND INSTALLED EA 1 0 1 153 SHRUBS, IS N. M,FURNISHED AFD INSTALLED EA 33 15 4g 151 SHRUBS, 18IN. HT. FURNISHED AND INSTALLED EA 47 38 � 155 SHRUBS, 24 IN. HT. FURNISHED AND INSTALLED ZO 10 $4 158 SHRUBS, 901N. NT. FURNISHED AND INSTALLED EA 12 0 12 157 SHRU83.38IN. NT. FURNISHED AND INSTMIED EA 14 8 22 15B SHRUBS.p CONT, FURNISHED AND INSTALLED EA 24 6 30 158 PERENNWL8, FI CONT. FIgWISHEAAN TgLLEO EA I�tO 553 2,263 180 PERENNIALS, pT CONI, FIRINIS AND INSTALLED E4 i 26 33 181 PERENNIALS. N3 CONT, NISHED AND INSTALLED EA 33 46 18 182 GROVNDCOVE 1CONT,FUiNISHEp ANO INSTALLED EA STS 009 1,011 18J G OVER, Y2CONT,FUU415HED MIO INSTALLED EA W 0 40 181 NpCOVER,HLONT, FlRWISHED AND INSTALLED EA 107 W lgT 185 GROUNDCOVER,4IN. FURNISHED AND INSTALLED EA 400 450 B50 166 GROIMDCOVER,3IN. DEPTH PLUGS, NRNISHEp AND INSTALLED EA 0 40 b 18> BUlBb, 18 CM•. FURNISHED AND INSTgLLED EA 1,246 B00 1,305 IBB BULBS, 20 CM- FURNISHED AND ESTIMATED PROJECT QUANTITIES P1NSEt PHASET roTM REM NO. OEM OESGRIPTION UNIT ESTIMATED ASOWILT ESTIMATED AS -BUILT 18B MULCH 131N. THICKNESS. DOUBLE SHREDDED HARDW000 BgRK ] GY g5 40 110 IRRIGATION SYSTEM LS O.S 05 R1 IRRIGATION SYSTEM SIN. PVC SCHEWlE 40 SLEEVE lF 420 2B0 lTT WATERING FOR PIAMB LS 1 1 8RE AMENITIES tT3 LITTER RECEPTACLE, LANDSCAPE FORMS. SCARBOROUGH FA B 15 1T4 BEACH TYPEAI PLMNWELL 72 IN. WITH CENTER ARM] FA 6 12 ZO 1>5 BENCH TYPE B I NE0.NIAND BB M. WITH CENTER ARM 1.5 LF PRICE] g 19 Z7 1M BENCH TYPECINEOLNMAN011g IN. W111121NTE ARM81 EA 19 1 TU ITT DUMOR TABLE 78. NATURAL IPE EA 1 0 1 tT8 BICYCLE RACK, TYP B FA B 2a 24 179 WAY LNG KIOSK EA 0 2 Z 180 PgvERCJUTE SYSTEM, IRONSMRH FA B 0 15 BpECURTEB. VAULTS VAULT.103E.COLIEGE DEMO E%ISTNG VAULT WAl1300WN PER PIANS. FlLL AND gBgNDON � 0 1 1 183 VAULT: INS, CLINTON DEMO EXISTING VAULT Wg113 DOWN PER PLANS.FlLL qNO gBgNDON LS 0 1 1 tB3 V T: JEFFERSON BUILDING VAULT DEMO E%ISTINO VAULT WALLS DOW RPI -AN � 1 0 1 1B4 VAULT: 110 E. EGE STRUCTURAL REPAIRS l8 0 1 1 1B5 VAULT: 110ECOLIE TERPROOFING LS 0 1 1 ALTERNAIEt.PElAW4ENi STAGE CANOPY AT TXERMNCEFWNTMN 188 PERMANENT STAGE CANOPY AT WEATHER CE FOUNTAIN l8 1 B 1 ALTERNATE 2. BLACK HAWK MINI PARK SXgDE STRUCTURE 1ST BLACK HAWK SHADE STRUCTURE LS 1 B 1 MTERNATE 3. REMWM OF UNR PAVERS 1N REMDVM OF UNR PgVERS [DEDUCT Bh9E &D REM 15] BY 400 J.B60 -0.280 189 REMOVAL OF UNIT PAVERS BY 4.400 S,6B0 8100 INSTALLED EA 15 101 116 ESTIMATED PROJECT QUANTITIES P1NSEt PHASET roTM REM NO. OEM OESGRIPTION UNIT ESTIMATED ASOWILT ESTIMATED AS -BUILT 18B MULCH 131N. THICKNESS. DOUBLE SHREDDED HARDW000 BgRK ] GY g5 40 110 IRRIGATION SYSTEM LS O.S 05 R1 IRRIGATION SYSTEM SIN. PVC SCHEWlE 40 SLEEVE lF 420 2B0 lTT WATERING FOR PIAMB LS 1 1 8RE AMENITIES tT3 LITTER RECEPTACLE, LANDSCAPE FORMS. SCARBOROUGH FA B 15 1T4 BEACH TYPEAI PLMNWELL 72 IN. WITH CENTER ARM] FA 6 12 ZO 1>5 BENCH TYPE B I NE0.NIAND BB M. WITH CENTER ARM 1.5 LF PRICE] g 19 Z7 1M BENCH TYPECINEOLNMAN011g IN. W111121NTE ARM81 EA 19 1 TU ITT DUMOR TABLE 78. NATURAL IPE EA 1 0 1 tT8 BICYCLE RACK, TYP B FA B 2a 24 179 WAY LNG KIOSK EA 0 2 Z 180 PgvERCJUTE SYSTEM, IRONSMRH FA B 0 15 BpECURTEB. VAULTS VAULT.103E.COLIEGE DEMO E%ISTNG VAULT WAl1300WN PER PIANS. FlLL AND gBgNDON � 0 1 1 183 VAULT: INS, CLINTON DEMO EXISTING VAULT Wg113 DOWN PER PLANS.FlLL qNO gBgNDON LS 0 1 1 tB3 V T: JEFFERSON BUILDING VAULT DEMO E%ISTINO VAULT WALLS DOW RPI -AN � 1 0 1 1B4 VAULT: 110 E. EGE STRUCTURAL REPAIRS l8 0 1 1 1B5 VAULT: 110ECOLIE TERPROOFING LS 0 1 1 ALTERNAIEt.PElAW4ENi STAGE CANOPY AT TXERMNCEFWNTMN 188 PERMANENT STAGE CANOPY AT WEATHER CE FOUNTAIN l8 1 B 1 ALTERNATE 2. BLACK HAWK MINI PARK SXgDE STRUCTURE 1ST BLACK HAWK SHADE STRUCTURE LS 1 B 1 MTERNATE 3. REMWM OF UNR PAVERS 1N REMDVM OF UNR PgVERS [DEDUCT Bh9E &D REM 15] BY 400 J.B60 -0.280 189 REMOVAL OF UNIT PAVERS BY 4.400 S,6B0 8100 genus [ IGntlscGTTB wcMh3Ch J 325 FAST Sm STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUSdACOM ARCHITECT NEUTAANN MON" ARCHITECTS i21 FAST COLLEGE STREET, STE. 303 IOWA CM. M2240 P3793301818 COIL ENGINEER SHOEMAKERS HAALPND 1E0 HOLIDAY ROAD CORALVILLE.w52241 P 319.81 ]f W SRF CONSULTING ONE CARLSON PARKWAY NORTH STE, 150 MINNEAPOLIS, AN 554474M3 P 7634150010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 112 E. WASHINGTON STREET, GTE.B IOWA CITY, w52140 P319333.i86p LIGHTING DESIGN SGHULFR SH001( 219 MAIN STREET BE, GTE 200 MINNEAPOLIS. MN 55114 P 612939.5950 IOWACRY,W CCI EHIPN 188 ESTIMATED PROJECT QUANTITIES 180!4 58•x018 2.14 PM 01 pl/U112011 moo O2 OM00lA11 t00R W 03 1016zo17 Son co 04 121ZQ41017 1006CD OS Oilxb'N18 BIO BET CCI EHIPN 188 ESTIMATED PROJECT QUANTITIES 180!4 58•x018 2.14 PM ESTIMATED REFERENCE INFORMATION ITEM NO DESCRIPTION 04282011 TODD ADJUST EASTNO FRE MYORANT 23 PND PER EACH.ADJUST IXISTING FIRE HTDFANT ELEVATION AND PLUMBNE55 AS REQUIRED TO CONFORMTO NEW PAVING PROFIL 1W18201T 50M CD ESTIMATED REFERENCE INFORMATION 12R0201T 100%CD PNp PER MCH.INLLUDES REMOVTLL AND DISPoSAL OF HYDMNTASSEMBLY FROM MHN. REM INCLUDES MCKFIWNG IXCAVATI TH ITEM NO DESCRIPTION REMOVE &INRMY 6ERWLE LINE 23 PAID PER LINEAR FOOT. REM INCLUDES BACKFILLING IXCAVATION WpH GRANULARfl4CHFILL PND REMOVAL ANO DI$ F PIPE TE AND BUGGING EXISTING SERVICE AT MAIN WffH A WATERTIGHT MECI4W ILII. PLW WITH PCC BAGIDNG. REMOVAL W EXMTRG II IX. X 981X. INTAKE STIECLFARING BOEMOLRION,SURVEYING AND EARTHWORK CONNECTED %PE WHEREVER NECESSARY TO REMOVE THE STRUCTURE. MORLLiFTIOH 2T PAYMENT FOR MOBILIZATION SHALL BE IN ACCORDANCE WITH SECTION 25330E THE IOWA DOR STANDARD SPECIFICATKINS.INCWDES ALL UPFROM COSTS FOR ME CONTRACTOR TO BEGIN WORK. THIS MAYOR MAY NOT INCLUDE SOME OF THE FOLLOWING TEMPORARY POWER. PERMITTING. PERMITTING FEES, UTILITYC INATION. PNO ALL OTHERPCTIVITIES NECESSARY TO BEGIN THE PROJECT. FUTURE (MAKE. REM INCLUDES BACNFlLLING IXGIVATpN WffH GRANIIIN MCKFILLAND REMOVAL AND DISPOSAL OF SPOIL. 1 ZB PAID PER LINEAR FOOT. CONTTtACTOR SHALL PROPERLY DISPOSE THE REMOVED MATERIALS OFF-SITE. ITEM INCLUDES BACKFILLING IXGVATION WITH CONSIAUCTION BY REMOVE LIBRARY SIGN MID FOOTING. SALVAGE TWD REINSTALL SIGN 29 REMOVE AND SALVAGE SIGN FOR REINSTALLATION. TFANSPORi51GN AND STORE AT CItt STORAGE FACILITY 625 MCCOLLISTE_gJNRUNG CONSTRUCTION,THE CONTRACTOR WILL BE PAID THE CONTMCT UNIT PRICE fOR EACH. 2 THIS ITEM INCLUDES VEY WORK NECESSARY FOR THE CONSTRUCTION OF THE PROJECT AS INTENDED BY THE CONTRACT DOCUMENTS AND APPROVED REVISIONS IN ACCORDANCE SECTION 23280E THE IOWA DOT STANDARD SPECIFICATIONS. ADDITIONAL SURVEY WORK REQUIRED TO ftESTAKE SURVEY POINTS DRTURBEp pURING CON CTION WILL NOT BE PAID SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CONTRACTOR SHALL PROTECT SURVEY STAKESOR REPIAC NEEDED WITH NOAODITIONAL COMPENSATION. 30 METER REMOVAL BY CRY. THE CONTRACTOR WILL BE PAIp THE CONRNCT UNR PRICE FOR EACH. 23 31 REMOVE ELECTRICAL PND CAP CDNDUIT BELOYI GRADE � / 3 CONSTRUCTION TRNLERIFELD OFFICE REMOVEDgMAGED LIMESTONE Afti WALL. PIECE313C. 13D. 980 P. SEE LIMESTONE WALL SCHEDULE G011G019. TIE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. DELIVERAND STO 625 MCCOLLISTER LOT. riA SHALL MEET THE REWIREMENTSA$OUTLINED IN SE N25200F ME IOWA OOT STANDARD SPECIFICATIONS. 33 THIS REM INCLUDES IXCAVATON ANp OI5PO6yt UNSUITABLE FILL IMTERIAL. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. p FILTER SOCXS FILTER BOOKS SIWLBE MEASURED AND PAD PER LINEAR FOOD. SHALL INLWOEALL MATERMLSMID LABOR REQUIRED TO PROVIDE, MIIMAIN, AND REMOVE FILTER SOCKS. FILTER BOOKS SHALL BE CIEANEO APPROPR Y, MOVEDpND RE-UTILIZED ON THE SITE FOR PROTECTION OF NEW INTAKESAND INLETS SUBSEQUENTLY CONSTRUCTED ON THE PROJECT. MEET PROJECT. AOOT. AND SECTION 90400E THE SUMS SPECIFICATIONS AS MODIFIED. TREEGATOR BAGS AT IXISTNG S 3p THIS ITEM INCLUDES FURN GAND INSTALLATION OF GATOR BAGS FOR TIE WATERING OF EXISTING TREES. THE CONTRACTOR WILL BE PAID THE TEMPORARY FENCING, CWJH LINK 72 IN. HEIGHT CONTRACT UNIT PRIC§ REACM.INCLUOEO IN THR PRICE IS THE RULING OF THE WTOR BAGS I-2 TIMES PER WEEK PENDING RNNFMLAND WEATHER S THIS WORK INCLUDES INSTALLATION OF TEMPORARY FENCING AS NEEDED FOR CONS CTION PHASING. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR POST. ME SHALL BE CONSIDERED FULL COMPENSATION FOR FUR TNG ALL MATERIAL, EQUIPMENT AND TABOR FOR THE INSTALLATION AND REMOVAL FOLLOWING CONSTRUCTION ACTIVITIES. TRAFFIC CON REFER i0 D SHEETS. THE LUMP SUM PRICE FOR THIS ITEM WILL BE PAID BASED ON PERCENT COMPLETE FOR FURNISHING, INSTALLING, MAINTAINING, MOVING. SS RELOCATING. AND REMOVING ALL TEMPORARY TRAFFIC CONTROL DEVICES INCLUDING BARRICADES. SAFETY FENCING, TEMPORARY BOARDWALKS, N]A GT FENCE. TREE PROTELTpX THE CONTRACTOR WILL BE PMO THE CONTRACT UNIT PRICE PER LINEAR FOOT. FURNISH, INSTALL AND MAINTAIN TREE PROTECTION FENCING AS INDICATED ON PLANS. INCLUDES REMOVAL AT PROJECT COMPLETION. CHAIN LINK PANEL FENCING, AND HIGH DENSITY POLYETHYLENE FENCING PER PLANS AND DETAILS. UNIFORMED OFFICERS, TEMPORARY PAVEMENT MARKINGS AND ORANGE SAFETY FENCE AT ROAD CLOSURES AND WORK AREAS. ITEM INCLUDES RSTANATON B TREE TRUNK WRAP SWPPP MANAGEMENT AND RECORD KEE%NG 3g PAID ASALUMP SUM. FOR MANAGEMENT OF EROSION CONTROL ACTVITIES AND FACILITIES INCLUDING RECORD KEEPING AS REQUIRED BY ALL LEVELSOF GOVERNMENT REGULATIONS. PAYMENT SHALL BE FRONTED BASED ON THE PERCENTAGE COMPLETKIN OF THE CONTRACT AS A WHOLE. MNMNN ALL THE CONTRACTOR WILL BE PMD THE CONTRACT IINR PRICE PER EACH TREE TRUNK WRAP PER PLANS AND OETNLS. CONSTRUCTION ENTRANCES AND GLEAN STREETS AS NECESSARY. REMOVMOF PLL PAVEMENT 3T TIE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE FOOT. REMOVE AND REINSTALL ANEMONETER � REMOVE AND STORE FOR REINSTALL ON SO ROLE PER PLANS. REINSTALL WITH NEW MWM.THE COMMCTOR WILL BE PAID THE LUMP SUM PRICE. CLEANOUT REMOVAL[8TORM] \ 33 PAID PER EACH. INCLUDES PROPER DISFOSOLOFTIE CLEANOUT. BACKFILLING EXCAVATION WITH GRANUW2flACKFILL AND REMOVAL AND DISPOSAL OF REFER TO TAWLATION ON SHEET Gp10.INCLUDE6 REMOVKANOOISPPSAL OF PCL OF VARpUS THICKNESSES PER PLAN INCLUDING STREET CURB AND SPOIL. S GUTTER STREET PAVEMENT, SIDEWALK PAVEMEMMID CURB PpMPS, PCC PADS AT BENCHESAND LRT:R RECEPTACLES. PCC PAVEMENTAT WEATHER DANCE PROPER pl TIE MANHOLE STRUCTURE BACKFILLING E%CgVATNXJ WITH GRANULAR MCKFILL. ANO REMOVAL AND PMD PER EACH. INCLUDES $POSALOF DISPOSAL OF SPOIL. REMOVE STORM PIPE.121X. RCP 61 PND PER LINEAR FOOT. ALL SAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. ITEM INCLUDES BACKFIWNG EXCAVATION WITH GRANULAR BACKFlLL FOUNTAIN ANO STAGE, ANDCHESS BOARD PAVEMEM AT LIBRARY. FULL DEPTH SAW CUTTING OF CONCRETE NECESSARY TO CREATE A CLEAN EDGE BETWEEN EXISTING AND PROPoSEO PAVEMENTS. THE CONTMCTOR WILL BE PAID THE CONRWCT UNR PRICE PER SQMRE YARD. REMOVE STORM PIPE, 181X. RCP <2 PgIO PER IINEAft FOOT. ALL SAW CUTTNGAT REMOVAL LIMITS SHALL BE INCIDENTAL. REM INCLUDES BACKFILLING EXCAVATION WITH GPPNUIN BACKFILL AND REMOVAL AND DISPOSAI.OF SPOIL REMOVE STORM RPE, 201X. RCP � PND PER LINEAR FOOT ALL RAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. REM INCLUOE$MCNFILLING EXCAVATION WTIII GRANULAR BACKFILL REMOVAL OF TRAFFlC SEMLDATION REMOVAL OF WATER MHN, 12 IN. � PND PER LINEAR FOOT. THIS ITEM INCLUDES ALL MATERIALS AND LABOR TO REMOVE AND DISPOSE OF MISTING 121X.0 RWATER MAIN AS SHOWN ON THIS WORK INCLUDES REMOVPIS OF MATER WLB OF TME E%ISTING SIGNM SYSTEM ANO SALVAGING OF IMTERIALS AS REQUIRED. THE DISPOSAL OF NON-SALVABLE MATERIALS,AND BACKFILLING, ALL IN ACCORDANCE WITH THE PLANS AND SPECINL PRWISIONS. THIS ITEM SHALL BE PAID FORASALUMP SUM FEE. THE PRICE SHALL BE FULL COMPENSATION FOR ML ENTERW.S, LABORAND EQUIPMENT, TOIXS AND WCIDENTMS NECESSARY TO COMPLETE THE REMWM WORK THE PIANS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFlLLAND REMOVAL AND DISPOSAL OF PIPE MATERIALS AND SPOIL. REMOVAL OF WATER NMN, 10 IN. 10 PND PER LINEAR FOOT. MIS ITEM INCLUDES ALL MATERIELS AND LABOR TO REMOVE AND DISPOSAL OF MISTING 101N.DNMETER WATER MAIN AS SHOWN ON THE PLANS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFlLLANp REMOVMAND DISPOSAL OF PIPE MATERWLS MID SPOIL. REMOVAL OF WATER MHN, B IN. � PAID PER LINEAR FOOT.THI$REM INCLUDES ALL MATERIALS AND LIBOR TO REMOVE AND DISPOSAL OF MISTING 101N.OWAETER WATER MNNA59HOWN ON TFMPoRMri SURFACING THE PIENS. ITEM INCLUDES MCKFILLING EXCAVATION WITH GRAIJUWt BACKFILL AND REMOVMANO DISPOSAL OF PIPE MATERWLSAND SPOIL. REMOVALOF WATER IWIX,BIN. 11 PAID PER LINEAR FOOT. TITS REM INCLUDES NL MATERIELS AND LABOR TO REMOVE AND DISPOSAL OF IXISTNG 81X. DIAMETER WATER MAN AS SHOWN ON TIE PLANS.ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR SACKFUL AND REMOVAL AND DISPOSAL OF PIPE M4TERMLSTW D SPOIL THE LUMP SUM PRICE FORTHIS ITEM INCWDES THE PLACEMEN, REMWAL. M4INTENgNCE ANp REPAIR OF TEMPORARY SURFACING.ACCEPTABLE TEMPORARY WALKWAY SURFACES INCLUDE 1 IN.IHK;IC PCC, BRIDGING, PIPNKING DR OTHER PER D101. VALVE REMOVAL, 101X. GATE '18 REMOVALS PER PLAN 12 THE LUMPSUM FORTNIS ITEM INCLUDES ALL LABOR. MATERwLAND EWIPMEM REQUIRED FOR REAgVALS PER DEMO SHEETSAND LIGM POIf TABULATX)NS SHEET GD10. REMOVPL RENS INCLUDE SIDEWMKCME MIL FOOTINGS. STREET LIGHTSAND PEDESTRwN LIGHTS, STAIR RNLS. BORARpS, POSTING PILINS, KIOSKS, PERGDtq AND TREE GRATES ANO INCLUDESTHE REMOVAL OF FOOTINGS ANO GMNUTAR SUBBASE MATERWL. 13 REMWpL OF PCD 6TARJWD fdIHMTOX REMOVE PNO DISPOSE OF AREAS OF PCC PAVEMENTAND GMNUTAR SUBBASE IMTERNLAS SHOWN ON THE CONTRACT DOCUMENTS. SAW CUTE AND MULING AND DISPOSAL OF WASTE IMTERIALSSMLL BE INCIDENTAL REMOVAL OPEMTONb SHALL CONFORM TO THE CONSTRUCTION PHASING OON THE PLANS DR AS OTHERWISEAPPROVEp OR pIRECTEO BYTHE CITY ENGINEER.AD0ITOMLEFFORT REQUIRED FDR THI6 PURPoSE IS CON51 D INCIDENTAL. THE CONTRACTOR WILL BE PAID THE CONTMCT UNIT PRICE PER SQUARE FOOT. 11 REMOVAL OF PLC PERROX REMOVE Arvp DISPOSE OF AREAS OF PLC PAVEMENTAND GRANULAR SUBBASE MATEROILAS SHOWN ON THE CONTMCT OOGUME .SAW CUTS AND HAULING AND DISPOSAL OF WASTE MATERIMSSHML BE INCIDENTAL. REMOVAL OPEMTONS SHNL CONFORM TO THE CONST IIXJ PHASING NOTF➢gx THE PIANS OR AS OTHERWISEpPPROVED OR DIRECTED BY THE CITY ENGINEER.AODITIgxPl EFFORT REQUIRED FOR THIS SE IS CONSIDERED INCIDENTAL. THE CONTRACTOR WILL BE PAID THE CONTMCi UNIT PRICE PER LINEN FOOT. REMOVMOF UXR PAVERS THIS ITEM INCLUDES REMWAL OF UNIT PAVER$. PAVERS WILL BECOME THE PROPERTY OF THE CITY OF IOWA .CONTRpGTORTO DELIVER PAVERS TOCm I I ANY DAMAGED OR CUT PAVERS. THIS fIEM IN DES SUBSLAB REMOV NL THICKNESSES LOT AT 823 MCCOLLISTER. THIS REM NCLUDESDSPOSM CF AL BOTH PCC ANO HLM.THE CONTRACTOR WILL BE PMD THE CONTRACT UNIT PRICE PER 60UARETPRD. 9$ 18 gEMOVpLOF IIMESTOHE PIANIER WALL[&1LVAGE FOR REUSE, A38UME REMOVAL OF ALL E%IS LIMESTONEI REMOVEIXISTING LIMESTONE PLANTER WALL ANp SALVAGE FOR REUSE SFE LIMESTONE WA CHWULEG011-G013. LIMESTONE CLEANING PER SPECIFIGITION 9401 CO STONE CLEANING ISCONSIDERED INCIDENTAL. THE CONTMCTOR BE PATO THE CONTMCT UNIT PRICE PER EACH. 1T REMOVAL OF PUBLIC ARIW011KIWD FOOTWG [DOROTXY AND TREASURE ISUIND) REMpVEANO MOVE TO CITY STOMGE FACILITYAT 626 MCCOLLISLER FOR STOMG URING CONSTRUCTION.CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE FOR EACH. 18 REMOVE AND REINSTALL PUBDC AT41WpRK AND FOOTING [SOLAR MARKE LANCE IN PLALE,JNIAND TESTMT BIND] CONTMCTOR WILL BE PNOTHE CONTMCT UNIT PRICE FOR EACH PIEC FPUBLIC ARTWORKTMTIS REMOVED AND SMVgGEO FOR MINSTALV,TXMI. TRTWSPORT ARTWORK TOCm'LOT AT 620 MCCOLLISTER DURING TRUCTION. THIS ITEM INCLUDES BUT IS NOT LIMITED TOALL EXCAVATING ANO BACKFILLING REDLINED FOR CONSTRUCTgN OF THE FOUNMT IS WORK SHALL CONSIST OFALL FNTHWORK, CONCRETE FORMWORR CONCRETE PIACEMENTANO REINFOFICING ASINOIGITED IN THE STRIICTU DMWINGS. REMOVAL OF EIUBTMG TREE AND STUMP I8 REFER TO TABULATION ON SHEET GOIB. INCLVOE6 REM AL ANO VISPOSAL OF TREES AND STUMP INDICATED FOR REMWgL ON THE PUW6.THE CONTRACTOR w1LL BE PND THE CONTMCT UNn PRI FOR EACH. REMOVAL OF SHRUB AHD GRdIXOLOVER PLANT GS 2D REMDVPL AND OISPoSAL OF IXISTWG VEGET ION INCLUDING SHRUB AND GRWNOCOVER MATERNLAS INDICATED ON THE PLANS. THE CONTRACTOR WILL BE PAID THE CONTMCT UNIT PRICE PERS E FOOT. WATER MNX pBRNDONMENT 21 PNDASALUMP 6UM,N0 MFASU MWILL BE MADE FOR THISITEM, INCWDES THE SECTON OF EXISTING IDIN.OWAETER WATER MAIN ALONG DUBWUE STREETp65HOWN BT THEP NCLUOES PLUGGING EACH ENO IN ACCORDANCE WITH THE PLANS. INSTALL DRWgNOFWXTN 22 PNDASALUMP $UM.IN DES ORNKING FOUNTNN EOUIPMEM, PPZ BACKBOW PHEVENTER, WATERMETER SUPPLIED BY THE CITY, ENCLOSURE. GATE VN.VE6, MIO PCC 5 .REM INCLUDES BACKFILLING IXCAVATON WITH GRANULAR MCKFILL ESTIMATED REFERENCE INFORMATION ITEM NO DESCRIPTION 04282011 TODD ADJUST EASTNO FRE MYORANT 23 PND PER EACH.ADJUST IXISTING FIRE HTDFANT ELEVATION AND PLUMBNE55 AS REQUIRED TO CONFORMTO NEW PAVING PROFIL 1W18201T 50M CD REMOVE FRE MYDRANTASSEMBLIES 12R0201T 100%CD PNp PER MCH.INLLUDES REMOVTLL AND DISPoSAL OF HYDMNTASSEMBLY FROM MHN. REM INCLUDES MCKFIWNG IXCAVATI TH olFmvzole elo SET AND REMOVAL AND DISPOSAL OF SPOIL. HTORAIAT EQUIPMENTTO M SALVAGED TO THE CITY WATER OEPMTMENT. REMOVE &INRMY 6ERWLE LINE 23 PAID PER LINEAR FOOT. REM INCLUDES BACKFILLING IXCAVATION WpH GRANULARfl4CHFILL PND REMOVAL ANO DI$ F PIPE TE AND BUGGING EXISTING SERVICE AT MAIN WffH A WATERTIGHT MECI4W ILII. PLW WITH PCC BAGIDNG. REMOVAL W EXMTRG II IX. X 981X. INTAKE 2B PAID PER FACH.INCLUDE FPM1E N1p GRATES ANO PIPE PS NELE85ARY.COMPLETE STRUCRNiE TO BE gSPO.SED OF.COST INCLUDE55AW CUTTINGTHE CONNECTED %PE WHEREVER NECESSARY TO REMOVE THE STRUCTURE. REMOVALOF FXISTRG SMAILARFA OICUNS 2T PAIp PER FAGH.ALL REMOVED M4TERIFL55HALL BE PROPERLY DISPOSE00F OFFSRE.INCWDES BAW GUTTING OF %PE IF NED O E � FUTURE (MAKE. REM INCLUDES BACNFlLLING IXGIVATpN WffH GRANIIIN MCKFILLAND REMOVAL AND DISPOSAL OF SPOIL. REMOVALOF FXNTWG TRENCH ORARB ZB PAID PER LINEAR FOOT. CONTTtACTOR SHALL PROPERLY DISPOSE THE REMOVED MATERIALS OFF-SITE. ITEM INCLUDES BACKFILLING IXGVATION WITH GMNULPR BACKFILL ANp REMOVALAND DISPoSAL OF SPoIL. REMOVE LIBRARY SIGN MID FOOTING. SALVAGE TWD REINSTALL SIGN 29 REMOVE AND SALVAGE SIGN FOR REINSTALLATION. TFANSPORi51GN AND STORE AT CItt STORAGE FACILITY 625 MCCOLLISTE_gJNRUNG CONSTRUCTION,THE CONTRACTOR WILL BE PAID THE CONTMCT UNIT PRICE fOR EACH. REMOVE PARKING METER AOA SIGN MID STOP 6KW PT LINK 6T. ANO REINSTALL 30 METER REMOVAL BY CRY. THE CONTRACTOR WILL BE PAIp THE CONRNCT UNR PRICE FOR EACH. REMOVE EIECTRILALOURET 31 REMOVE ELECTRICAL PND CAP CDNDUIT BELOYI GRADE � / REMOVE DAMAGED LIMESTONE FAR WALL AT WEATHER GANCEFOUMNN� 32 REMOVEDgMAGED LIMESTONE Afti WALL. PIECE313C. 13D. 980 P. SEE LIMESTONE WALL SCHEDULE G011G019. TIE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. DELIVERAND STO 625 MCCOLLISTER LOT. EXCAVATION, CLASS 10 UNSUITABLE 33 THIS REM INCLUDES IXCAVATON ANp OI5PO6yt UNSUITABLE FILL IMTERIAL. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. REPLACEMENT WITH MODIFIED SUBBASE UDOT GMDATION fi14) SHALL BE INCIDENTAL. TREEGATOR BAGS AT IXISTNG S 3p THIS ITEM INCLUDES FURN GAND INSTALLATION OF GATOR BAGS FOR TIE WATERING OF EXISTING TREES. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRIC§ REACM.INCLUOEO IN THR PRICE IS THE RULING OF THE WTOR BAGS I-2 TIMES PER WEEK PENDING RNNFMLAND WEATHER CONDITIONS TRAFFIC CON REFER i0 D SHEETS. THE LUMP SUM PRICE FOR THIS ITEM WILL BE PAID BASED ON PERCENT COMPLETE FOR FURNISHING, INSTALLING, MAINTAINING, MOVING. SS RELOCATING. AND REMOVING ALL TEMPORARY TRAFFIC CONTROL DEVICES INCLUDING BARRICADES. SAFETY FENCING, TEMPORARY BOARDWALKS, N]A COMPLIANCE, DRUMS, LIGHTS, STANDARD SIGNS. CHANNELING DEVICES. TEMPORARY flgXR1ER SMILE, SEQUENTIAL FLASHING ARROWS. FIAGGEM, UNIFORMED OFFICERS, TEMPORARY PAVEMENT MARKINGS AND ORANGE SAFETY FENCE AT ROAD CLOSURES AND WORK AREAS. ITEM INCLUDES RSTANATON OF TEMPORARY BUSINESS SIGNS TO BE SUPPLIED BY CITY. SWPPP MANAGEMENT AND RECORD KEE%NG 3g PAID ASALUMP SUM. FOR MANAGEMENT OF EROSION CONTROL ACTVITIES AND FACILITIES INCLUDING RECORD KEEPING AS REQUIRED BY ALL LEVELSOF GOVERNMENT REGULATIONS. PAYMENT SHALL BE FRONTED BASED ON THE PERCENTAGE COMPLETKIN OF THE CONTRACT AS A WHOLE. MNMNN ALL CONSTRUCTION ENTRANCES AND GLEAN STREETS AS NECESSARY. REMOVE DAMAGED GRMIRE PAVER AT WFATIIR DANCE FOUNTAIN 3T TIE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE FOOT. REMOVE AND REINSTALL ANEMONETER � REMOVE AND STORE FOR REINSTALL ON SO ROLE PER PLANS. REINSTALL WITH NEW MWM.THE COMMCTOR WILL BE PAID THE LUMP SUM PRICE. CLEANOUT REMOVAL[8TORM] \ 33 PAID PER EACH. INCLUDES PROPER DISFOSOLOFTIE CLEANOUT. BACKFILLING EXCAVATION WITH GRANUW2flACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. REMOVE WINXOLE d0 PROPER pl TIE MANHOLE STRUCTURE BACKFILLING E%CgVATNXJ WITH GRANULAR MCKFILL. ANO REMOVAL AND PMD PER EACH. INCLUDES $POSALOF DISPOSAL OF SPOIL. REMOVE STORM PIPE.121X. RCP 61 PND PER LINEAR FOOT. ALL SAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. ITEM INCLUDES BACKFIWNG EXCAVATION WITH GRANULAR BACKFlLL AND REMOVAL AND DISPOSAL OF SPOIL REMOVE STORM PIPE, 181X. RCP <2 PgIO PER IINEAft FOOT. ALL SAW CUTTNGAT REMOVAL LIMITS SHALL BE INCIDENTAL. REM INCLUDES BACKFILLING EXCAVATION WITH GPPNUIN BACKFILL AND REMOVAL AND DISPOSAI.OF SPOIL REMOVE STORM RPE, 201X. RCP � PND PER LINEAR FOOT ALL RAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. REM INCLUOE$MCNFILLING EXCAVATION WTIII GRANULAR BACKFILL AND REMOVAL AND DISPOSAL Of SPOIL. REMOVAL OF WATER MHN, 12 IN. � PND PER LINEAR FOOT. THIS ITEM INCLUDES ALL MATERIALS AND LABOR TO REMOVE AND DISPOSE OF MISTING 121X.0 RWATER MAIN AS SHOWN ON THE PIANS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFlLLAND REMOVAL AND DISPOSAL OF PIPE MATERIALS AND SPOIL. REMOVAL OF WATER NMN, 10 IN. � PND PER LINEAR FOOT. MIS ITEM INCLUDES ALL MATERIELS AND LABOR TO REMOVE AND DISPOSAL OF MISTING 101N.DNMETER WATER MAIN AS SHOWN ON THE PLANS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFlLLANp REMOVMAND DISPOSAL OF PIPE MATERWLS MID SPOIL. REMOVAL OF WATER MHN, B IN. � PAID PER LINEAR FOOT.THI$REM INCLUDES ALL MATERIALS AND LIBOR TO REMOVE AND DISPOSAL OF MISTING 101N.OWAETER WATER MNNA59HOWN ON THE PIENS. ITEM INCLUDES MCKFILLING EXCAVATION WITH GRAIJUWt BACKFILL AND REMOVMANO DISPOSAL OF PIPE MATERWLSAND SPOIL. REMOVALOF WATER IWIX,BIN. AT PAID PER LINEAR FOOT. TITS REM INCLUDES NL MATERIELS AND LABOR TO REMOVE AND DISPOSAL OF IXISTNG 81X. DIAMETER WATER MAN AS SHOWN ON TIE PLANS.ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR SACKFUL AND REMOVAL AND DISPOSAL OF PIPE M4TERMLSTW D SPOIL VALVE REMOVAL, 101X. GATE '18 PAID PER EACH. ME CONTRACTOR SHALL DISPOSE OF REMOVED GATE VALVE AND BOX OFF$RE.ITEM INCLUDES B4LKFILLING IXCAVATK)N WITH GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL ANO REMOVAL PND DISPOSAL OF SPoIL. ESTIMATED REFERENCE INFORMATION ITEM NO DESCRIPTION 04282011 TODD ADJUST EASTNO FRE MYORANT 23 PND PER EACH.ADJUST IXISTING FIRE HTDFANT ELEVATION AND PLUMBNE55 AS REQUIRED TO CONFORMTO NEW PAVING PROFIL 1W18201T 50M CD REMOVE FRE MYDRANTASSEMBLIES 12R0201T 100%CD PNp PER MCH.INLLUDES REMOVTLL AND DISPoSAL OF HYDMNTASSEMBLY FROM MHN. REM INCLUDES MCKFIWNG IXCAVATI TH olFmvzole elo SET AND REMOVAL AND DISPOSAL OF SPOIL. HTORAIAT EQUIPMENTTO M SALVAGED TO THE CITY WATER OEPMTMENT. REMOVE &INRMY 6ERWLE LINE 23 PAID PER LINEAR FOOT. REM INCLUDES BACKFILLING IXCAVATION WpH GRANULARfl4CHFILL PND REMOVAL ANO DI$ F PIPE TE AND BUGGING EXISTING SERVICE AT MAIN WffH A WATERTIGHT MECI4W ILII. PLW WITH PCC BAGIDNG. REMOVAL W EXMTRG II IX. X 981X. INTAKE 2B PAID PER FACH.INCLUDE FPM1E N1p GRATES ANO PIPE PS NELE85ARY.COMPLETE STRUCRNiE TO BE gSPO.SED OF.COST INCLUDE55AW CUTTINGTHE CONNECTED %PE WHEREVER NECESSARY TO REMOVE THE STRUCTURE. REMOVALOF FXISTRG SMAILARFA OICUNS 2T PAIp PER FAGH.ALL REMOVED M4TERIFL55HALL BE PROPERLY DISPOSE00F OFFSRE.INCWDES BAW GUTTING OF %PE IF NED O E � FUTURE (MAKE. REM INCLUDES BACNFlLLING IXGIVATpN WffH GRANIIIN MCKFILLAND REMOVAL AND DISPOSAL OF SPOIL. REMOVALOF FXNTWG TRENCH ORARB ZB PAID PER LINEAR FOOT. CONTTtACTOR SHALL PROPERLY DISPOSE THE REMOVED MATERIALS OFF-SITE. ITEM INCLUDES BACKFILLING IXGVATION WITH GMNULPR BACKFILL ANp REMOVALAND DISPoSAL OF SPoIL. REMOVE LIBRARY SIGN MID FOOTING. SALVAGE TWD REINSTALL SIGN 29 REMOVE AND SALVAGE SIGN FOR REINSTALLATION. TFANSPORi51GN AND STORE AT CItt STORAGE FACILITY 625 MCCOLLISTE_gJNRUNG CONSTRUCTION,THE CONTRACTOR WILL BE PAID THE CONTMCT UNIT PRICE fOR EACH. REMOVE PARKING METER AOA SIGN MID STOP 6KW PT LINK 6T. ANO REINSTALL 30 METER REMOVAL BY CRY. THE CONTRACTOR WILL BE PAIp THE CONRNCT UNR PRICE FOR EACH. REMOVE EIECTRILALOURET 31 REMOVE ELECTRICAL PND CAP CDNDUIT BELOYI GRADE � / REMOVE DAMAGED LIMESTONE FAR WALL AT WEATHER GANCEFOUMNN� 32 REMOVEDgMAGED LIMESTONE Afti WALL. PIECE313C. 13D. 980 P. SEE LIMESTONE WALL SCHEDULE G011G019. TIE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER LINEAR FOOT. DELIVERAND STO 625 MCCOLLISTER LOT. EXCAVATION, CLASS 10 UNSUITABLE 33 THIS REM INCLUDES IXCAVATON ANp OI5PO6yt UNSUITABLE FILL IMTERIAL. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER CUBIC YARD. REPLACEMENT WITH MODIFIED SUBBASE UDOT GMDATION fi14) SHALL BE INCIDENTAL. TREEGATOR BAGS AT IXISTNG S 3p THIS ITEM INCLUDES FURN GAND INSTALLATION OF GATOR BAGS FOR TIE WATERING OF EXISTING TREES. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRIC§ REACM.INCLUOEO IN THR PRICE IS THE RULING OF THE WTOR BAGS I-2 TIMES PER WEEK PENDING RNNFMLAND WEATHER CONDITIONS TRAFFIC CON REFER i0 D SHEETS. THE LUMP SUM PRICE FOR THIS ITEM WILL BE PAID BASED ON PERCENT COMPLETE FOR FURNISHING, INSTALLING, MAINTAINING, MOVING. SS RELOCATING. AND REMOVING ALL TEMPORARY TRAFFIC CONTROL DEVICES INCLUDING BARRICADES. SAFETY FENCING, TEMPORARY BOARDWALKS, N]A COMPLIANCE, DRUMS, LIGHTS, STANDARD SIGNS. CHANNELING DEVICES. TEMPORARY flgXR1ER SMILE, SEQUENTIAL FLASHING ARROWS. FIAGGEM, UNIFORMED OFFICERS, TEMPORARY PAVEMENT MARKINGS AND ORANGE SAFETY FENCE AT ROAD CLOSURES AND WORK AREAS. ITEM INCLUDES RSTANATON OF TEMPORARY BUSINESS SIGNS TO BE SUPPLIED BY CITY. SWPPP MANAGEMENT AND RECORD KEE%NG 3g PAID ASALUMP SUM. FOR MANAGEMENT OF EROSION CONTROL ACTVITIES AND FACILITIES INCLUDING RECORD KEEPING AS REQUIRED BY ALL LEVELSOF GOVERNMENT REGULATIONS. PAYMENT SHALL BE FRONTED BASED ON THE PERCENTAGE COMPLETKIN OF THE CONTRACT AS A WHOLE. MNMNN ALL CONSTRUCTION ENTRANCES AND GLEAN STREETS AS NECESSARY. REMOVE DAMAGED GRMIRE PAVER AT WFATIIR DANCE FOUNTAIN 3T TIE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE FOOT. REMOVE AND REINSTALL ANEMONETER � REMOVE AND STORE FOR REINSTALL ON SO ROLE PER PLANS. REINSTALL WITH NEW MWM.THE COMMCTOR WILL BE PAID THE LUMP SUM PRICE. CLEANOUT REMOVAL[8TORM] \ 33 PAID PER EACH. INCLUDES PROPER DISFOSOLOFTIE CLEANOUT. BACKFILLING EXCAVATION WITH GRANUW2flACKFILL AND REMOVAL AND DISPOSAL OF SPOIL. REMOVE WINXOLE d0 PROPER pl TIE MANHOLE STRUCTURE BACKFILLING E%CgVATNXJ WITH GRANULAR MCKFILL. ANO REMOVAL AND PMD PER EACH. INCLUDES $POSALOF DISPOSAL OF SPOIL. REMOVE STORM PIPE.121X. RCP 61 PND PER LINEAR FOOT. ALL SAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. ITEM INCLUDES BACKFIWNG EXCAVATION WITH GRANULAR BACKFlLL AND REMOVAL AND DISPOSAL OF SPOIL REMOVE STORM PIPE, 181X. RCP <2 PgIO PER IINEAft FOOT. ALL SAW CUTTNGAT REMOVAL LIMITS SHALL BE INCIDENTAL. REM INCLUDES BACKFILLING EXCAVATION WITH GPPNUIN BACKFILL AND REMOVAL AND DISPOSAI.OF SPOIL REMOVE STORM RPE, 201X. RCP � PND PER LINEAR FOOT ALL RAW CUTTING AT REMOVAL LIMITS SHALL BE INCIDENTAL. REM INCLUOE$MCNFILLING EXCAVATION WTIII GRANULAR BACKFILL AND REMOVAL AND DISPOSAL Of SPOIL. REMOVAL OF WATER MHN, 12 IN. � PND PER LINEAR FOOT. THIS ITEM INCLUDES ALL MATERIALS AND LABOR TO REMOVE AND DISPOSE OF MISTING 121X.0 RWATER MAIN AS SHOWN ON THE PIANS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFlLLAND REMOVAL AND DISPOSAL OF PIPE MATERIALS AND SPOIL. REMOVAL OF WATER NMN, 10 IN. � PND PER LINEAR FOOT. MIS ITEM INCLUDES ALL MATERIELS AND LABOR TO REMOVE AND DISPOSAL OF MISTING 101N.DNMETER WATER MAIN AS SHOWN ON THE PLANS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFlLLANp REMOVMAND DISPOSAL OF PIPE MATERWLS MID SPOIL. REMOVAL OF WATER MHN, B IN. � PAID PER LINEAR FOOT.THI$REM INCLUDES ALL MATERIALS AND LIBOR TO REMOVE AND DISPOSAL OF MISTING 101N.OWAETER WATER MNNA59HOWN ON THE PIENS. ITEM INCLUDES MCKFILLING EXCAVATION WITH GRAIJUWt BACKFILL AND REMOVMANO DISPOSAL OF PIPE MATERWLSAND SPOIL. REMOVALOF WATER IWIX,BIN. AT PAID PER LINEAR FOOT. TITS REM INCLUDES NL MATERIELS AND LABOR TO REMOVE AND DISPOSAL OF IXISTNG 81X. DIAMETER WATER MAN AS SHOWN ON TIE PLANS.ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR SACKFUL AND REMOVAL AND DISPOSAL OF PIPE M4TERMLSTW D SPOIL VALVE REMOVAL, 101X. GATE '18 PAID PER EACH. ME CONTRACTOR SHALL DISPOSE OF REMOVED GATE VALVE AND BOX OFF$RE.ITEM INCLUDES B4LKFILLING IXCAVATK)N WITH GRANULAR BACKFILL AND REMOVAL AND DISPOSAL OF SPOIL genus [landscape architects ] 325 EAST 5- STREET DESMI 50309 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT IOWA CRY. W52210 P 319.3301010 CIVIL ENGINEER s1aEMAKERalwa3txo 160 HOLIDAY ROAD CARALVILLE. w52211 P 319.351.1150 ELECTRIDALa TRAFFIC SIGNAl11ATNIN $RFIXN45ULPNG ONE CARLSON PARKWAY NORTH, SIE 150 MINNEAPOLIS, MN 551174413 P 7530115.11010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 722 E. WASHINGTON STREET, STE. B IOWA CITY. w 52240 P 319.333.1850 LIGHTING DESIGN SCNULER SHOOK 219 MAIN STREET SE, STE.200 MINNEAPOLIS, MN 55414 P872.339.5950 IOWA CITY. w mr t .... 01 04282011 TODD 02 06901201T 1009400 03 1W18201T 50M CD M 12R0201T 100%CD m olFmvzole elo SET CCI EHIPN 153 INFORMATION 16D34 N62018 336 PM 0006 genus [ IQntlicppe architects ] 325 EAST SBI STREET DES MOINES, IA 509J9 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMPNN MON$ONARCHITECTS 227 FAST COLLEGE STREET, $TE 973 IOWA CITY. A 522 P 979.3301070 CIVIL ENGINEER sH0EM41(FAaH4A1.AN0 iW HWINY RQ40 CORALVILLE.N52241 P 379.351.115D SRF CONSULTING ONE DARLSON PARKWAY NORTH, $TE. 159 MINNEAPOLIS, MN 554414943 P767A150919 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 772 E. WASHINGTON STREET, $TE.O IOWA CITY, 7452240 P 319333.7850 LIGHTING DESIGN SCHULER$HOOK 219 MAIN STREET SE, $TE. 200 MINNEAPOLIS, MN 55114 P812.339S50DWI PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA �W Ot DM284ptT TODD 02 OW3a2017 100% DO 09 ESTIMATED REFERENCE INFORMATION ESTIMATED REFERENCE INFORMATION REM NO DESCRIPTION ITEM NO DESCRIPTION VALVE REMOVAL, S IN. GATE 4 M. DRAIN TLE dIRETB INTO STRUCTURES OB OND PER EACH. THE CONTRACTOR SHALL DISPOSE OF REMOVED GATEVMVEMOBOX OFFSITE. REM INCLUDE60ACKFILLING EXCAVATKKI WITH GRMULAA N PND PE0. EACH. INCLUDE CORRUWTED METAL PIPE OUTLET ASSEMBLY AS SHOWNWSUOAS STANDARD SPECIFICATION OETNL4040.223. BACKFILL AND REMOVAL AND DISPOSgL OF SPOIL. REMOVABLE TYPE RODENT GUARD. REYOVE WATER APPURTENANCES [ N8LELLMEW83 LWINOE OUT EXISTING INTAKE AND MANHOLE L108 D � � ME PAID PER EACH. ITEM INCLUDES REMOVING EXISTING FRAME AND LIDS AND REPLACING WITH CITY OF IOWA CITY LgBEIED STMIWRD LIDSANp TU FRAMES AND LIDS TO FINISHED GFADE DOES NOT INCWOE INTAKE LIDPNDTHROAT REPLACEMENT PAID AS A LUMP SUM. THIS REM COVERS ITEMfi SHAWN ON THE PEAKS TO BE REMOVED WHICH MAY NOT BE REMOVED FROM THE EXISTING PO LE WATER SYSTEM UNTIL THE NEW SYSTEM IMPROVEMENTS MECOMPIETE.INCLUDES ITEMS NOT OTHERWISE ENUMERATED. COVERS ITEMS SUCH AS SERVICE STOP BOX OPERATORS, DRINKING FOUNTAIN EQUIPMENT OPERATORS, ISOLATION VALVES, AND YARD HYDRANTS. MAY ALSO INCLUDE SERVICE SUPPLY LINEJiEJATED REMOVPLSAND ABANDONMENTS WHERE INDICATED ON THE PLM$ OR REQUIRED TO COMPLETE THE NEW SYSTEM. n 4 23 Ti STORM SEWER MMHOIE ADJUSTMENT SUR O PAID PER EACH. INCLUDES EXCAVATION TO EXPOSE LASTING AND EXISTING ADJUSTING RINGS q3 NELESSIRT, CLEgNING !M "DING ADJUSTMENT wNGS IN ACCORDANCE WITH SPECIFICATIONS TO ENSURE THAT THE CASTING TOP WILLBE AT GRADE WH TIN OR unLmes WATER MHN, TRFNLXED, DP, 12 W. IS COVERED BY ASSOCIATED PROJECT CHANGE OUT REM. 251N.%231X. ARFAMTARE INSTAILATpN PAID PER LINEAR FOOT. PIPE SHALL BE LOCK JOINT, CLASS 53.COORDINATE WITH CITY STAFF FOR TESTING. INCLUDES NITRIDE GASKETS AND MEGA -UG JOINT 31 RESIRAIM.INCLUDES EXCAVATION WITH GRANULAR BACKFILL AND REMOVMMO pISPoSM OF SPOIL INClUDE3 GUWD RINGS, GASKETS AND BOLTSAS REQUIRED. INCLUDES POLY ENCASED 121N. DIP PIPING WITH TRACER WIREANp RECEPTACLES/S REQUIRED. PRWIOE THRUST BLOCKING A6 REQUIRED. INCLUDES 1E311NGAN0 DISINFECTION PER SPECIFICATIONS. i2 PAID PER EACH. INCLUDES IXCAVATION WITH GRMULAR BACKFILLMOREMOVALMpDISPOSAL OFSPoIL.INCLUOESALL WIXtKINACCOR TH PLANS.INLLUDES MANUFACTURED OPENINGS diLIRCUTARCUTS IN THE FIELD FOR 6UBDWNNS AS NECESSARY. THE O IN. DRNN TLE JIj1R�Q�IT STRUCNRES OEM SHALL COVER ALL OTHER WORK NECESSARY TO CONNECT 6UBDRAINS. I L% i�M Ow , WATER MHN, TRENCHED, OP, B IN. 1g IX.X 1g IN. AREA INTAKE IXBTgLLATXHI 52 PNp PER EINEM FOOT. PIPE SWILL BE LOCK JOINT CLASS 5I. COORDINATE WITH CITY STAFF FOR TESTNG.INCLUDES NITRILE G45KETSAND MEGALUG,K)IM RESTRAINT. INCLUDES EXCAVATION WITH GRANUL4R BACKFILLPNO REMOVALANO DISPOSAL OF SPOIL. INCLUDES GLPND RINGS, CASKETS AND BOLT3AS TJ PAID PER EACH. INCLUDES WORN TO ENSURE FINALADJUSTMEMANO SECURED ATTACHMENT TOOUTLET PIPES IN ACCORDANCE WITH HER RECOMMENDATIONS AND THE PLANS, FINAL GRATE ELEVATION SH4LL BE TO GRADE. THIS ITEM SHALL INCLUDE THEMOITKIN OF SAND RMOAROUND REQUIRED INCLUDES PoLY ENCASED 61N. DIP PIPING WITH TRACER WIRE AND RECEPTACLES AS REQUIRED. PROVIDE THRUST BLOCKING A6 REWIRED. THE INLET STRUCTURES TO HELP STABILIZE THE INLETS q6 NECESSARY. INCLUDES TESTING AND DISINFECTION PER SPECIFICgilONS. B IN CLEANOUT [ BANRIIRY$IM1E8E [ 53 FITTINGS BY WEIGHT, OI T4 PAID PER EACH. SIAMESE CLEANOUT INCLUDES TWO RISER PIKE PER DETAIL ON THECSHEETS IN THE PLANE. ALL WO HALL MEET SPECIFICATIONS AND INCLUDES EXCAVATION WITH GRMUW2BACKFILL AND DISPOSAL OF6PoILTNT IXCEFDb WMT IS NECESSARY F( HEASSOCIATEDSMITMYSERVICE PER POUND. INCLUDES NITRILE GASKETS. MEGALUG JOINT RESTRAINT. GASKETS. GLAND RINGS, SEATS, POLYETHYLENE ENCASEMENT AND CONCRETE TH0. OCKING. UNEWORK. VALVE,W SIX. 121N. O61 RCP STORM SEWER g4 PAID PER EACH. ACI. SWILL INCLUDE NITRITE GASKETS MDMEGALUG JOINT RESTRAINT. ITEM INCLUDES BACKFIWNG EXCAVATION WITH GRANULAR BACKFILL AND REMOVM ISPoSAL OF SPOIL. INCLUDES GLAND wNGS,GASKETS. BOLTS.PoLY-ENCMEMENT, VALVE BOX WITH UDMDBOX EXTENSIONS TS PAID PER LINEAR FOOT. MEASUREMENT BETWEEN STRUCNRE65HALL BE FROM IN610E WALL 701 EWgLL. wPE SHILL BE CIA663ANDALLP550CPTE0 MATERIALS qNp WORK SNgLL BE IN gCCORpANCE WITH THE PLANS ANO SPECIFICATIONS.IN SFERNCO 10000&5000 SERIES STRONG BACK Be TO AS REQUIRED. CWPLE TO E%ISTING PIPE.INLLUDES BgCKFILLING EXC4VATION WITH GIt4NUlAtt BACKF OREMOVAL qNO DI6PO3gl OF SPOIL INCLUDES ALLWINiKgND MATERIALS ASSOCIATED WITH CONNECTING TO EXIGTMG PIPES AS DESCRIBED IN TM S. VALVE, WYE, DIP, 121X. LL JOINTS SHALL INLLV TRICE GASKETS AND MEGALUG JOIN RESTRAINT. ITEM INCLUDES B4CKFIWNG EXCAVATION WITH GRgNUTAR flACKFILt AND REMOVAL AND DISPOSAL OF 6 INQUDES GLAND RINGS, GASKETS, BOLTS. POLY -ENCASEMENT, VALVE BOX WITH UD AND BOX EXTENSIONS PAID PER EACH, APT t3IN.OBl RCP STORM SEWER BE PALO PER LINEAR FOOT. MEASUREMENT BETWEEN STRUCTURES SHALL B OM INSIDE WMLTOIN6IDE WALL. PIPE SHN.L BE CLASS 3Mp ML MSOLNTED AS REQUIRED. � MATERIALS AND WORK SIULL BE IN ACCORDANCE WITH THE PLANS SPECIFICATIONSINCLUOES FERNCO 1000OR 5000 SERIES STRONG BACK Be TO ALUMINUM PEDESTALPWES. COUPLE TO EXISTING PIPE. INCLUDES BACKFILLING IXCAVATION GRANUWtBACKFlLL AND REMOVMMppI6Pp$JLL OFSPoIL.INCLLIOESML WORNMD MATERIALS ASSOCIATED WITH LONNELl1NG TO EXISTING PI DE3CRISEO IN THE PLANS, FIRE HYDRANT ASSEMBLIES PAID PER EACH. INCLUDES NITRILE GASKET6AND MEGALUG TRE6TRAINT.INCLUDE6 EXCAVATION WITH GRANULAR B4C1(fILLAND REMOVAL NIO DISPoSN.OFSPOIL. INCLUDES GLAND RINGS. GASKETS, BOLTS,-ENCASEMENT,VMVE BO%WrtH LID ANO BOX EXTENSIONS AS REWIRED.INCLUDES POLY ENGAGED IN. PIPING WITH TRACER WIRE AND RECEPTACLE JTEE.PROVIDE THRUST LOCKING AS REQUIRED. HYDRANT AT STA. IMBT.T3, N.N'L 2<IN. DIA. RCP STORM SEWER � L BE LLASS3ANDALL ASSOCIATED PAID PER LINEAR FOOT. MEASUREMENT BETYEE UCNRE65HALL BE FROM INSIDE WALL TO INSIDE WALL. PIPE SHALSIG (DUBUQUE ST.) INCLUDES USE OFBIN.%6IN. TAPPING 6lEEVEMOVALVE EMBLV IN LIEU OF MJ TEE. THE TAPPING SLEEVE AND VALVE ASSEMBLY AT THAT LOCATION I6INCIOENTALTOTHE UNIT COST. >7 MATERIALS AND WORK SHALL BE WAG EWRH THE PlANSMDSPECIFICATIONS.INLLUDE6 FERNC01000 aR fi0003ERIE6 STRONG BACK RC TO COUPLE TO EXISTING PIPE. INCLUDES fLLMG EXCAVATION WITH GRANULAR BACKFILLMOREM�VAL AND DISPOSAL OF SPOIL.INCLUDES ALL WORK MO MATERIALSASSOCNTED WRH CON LNG TO FASTING PIPES AS DESCRIBED IN THE PLANS. WATER SERVICE, S IN, PAID PER EACH. INCLUDES TAPPING TEE AND VALVE ASSEMBLY AT SERVICE SOURCE. I UOES NITRILEGMKETSMDMEGMUG JOINT RESTRAINT. INCLUDES EXCAVATION WITH GRANUTAR BCLKFILLAND REMOVAL AND DISPOSOL OF SPOIL INCLUDE ORINGS, GYSKETS. BOLTS. VALVE BOX WRH LIDAND BOX bTAXOARONIN. DIAMETER MANHOLE ST PAID PER EACH.MMHO OBE INSTALLED PER DETAIL ONC SHEETS IN PLANS. THIS INCLUDES THE INSTALLATION AFM IXTERIOR CHIMNEY SEAL. WITH ONE EXTENSIONS AS REQUIRED. INCLUDES POLY ENCASED BIN. PIPING WITH TRACER WIRE AMDINS ACIE. PROVIDE THRUST BLOCKING AS REQUIRED. TB EXCEPTION. THIS( LUDESADD WITH THE CITY LOGO. THE ONE EXCEPTION IS AT STA IDW9,N.52'L (COLLEGE ST.) WHICH CONSISTS OF THE 251N.%25 IN.AREA ITEAND GRATE OVER THE STANDARD MANHOLE PRELAATOPENINGMOINQUOE6MSOCNTEO ADJUSTING RINGS AS NEEDED. THIS REM INClU0E6 FILLING IXGAVATION WITH GPANULAR BACKFILL AND REMOVAL AND DISPOSAL OF $FOIL. gg WAIFIi SERVICE, S IN. PAID PER EACH. INLWDE6TAPPING TEE AND VALVE ASSEMBLY AT SERVICE SOURCE. INCLUDES NITRILE KETSAND MEGALUG JOINT RE3TRAWT.INCLUDES EXCAVATION WITH GwMUIM flACKFILL AND REMOVMMDDISPoS4L OFSPoIL.INCLUDES GLAND RINGS, S, BOLTS. VALVE SOX WRH LIp MpBOX INTAK PARD TIROAT REMOVAL AND REPLACEMENT P ASA LUMP SUM. THIS ITEM INCLUDES REMOVAL AND DISPOSAL OF THE E%ISING INTAKE TOP AND THRpAT(INSERT SECTION) IDENTIFIED IN THE PLANS. EXTENSIONS AS REQUIRED. INCLUDES POLY ENCASES BIN. PIPING WITH TRACER WIRE AND RECEPTACLE. PR THRUST BLOCKING AS REWIRED. � CARE SHALL BE TAKEN TO AVOID DAMAGE TO PORTIONS OF THE STRUCTURE TO REMAIN, ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFILL MO REMOVAL AND DISPOSAL OF SPOIL BARS OF EXISTING EO JOINTS SMALL BE PROTECTED FOR REUSE WITH THE REPIALFIAENTTHROAT.INCWDES A NEW WATER 6ERVIGE, 61X. PAID PER EACH. INCLUDES TAPPING TEE PND VALVE ASSEMBLYAT SERVICE SOURCE. INCLUDES NRRILE GASKETS MOM UG JOINT RESTRAINT. INCLUDES EXCAVATION WITH GRANULAR &ICNFILLAND REMOVAL AND OI6POBLL OF SPOIL INCLUDES GLAND RINGS. GASKETS. BOLT6,V SOX WITH LID AN! BOX E%IENSION6 A6 REpUMEO. INCLUDES POLY ENCASEDIIN. PIwNG WITH TRACER WIRE AND RECEPTACLE PROVIDE THRUST BLOC A6 REQUIRED. 5B CASTING WITH THE CITY LOGO. ALL" WAKE TOP REMOVAL AND REPLACEMENT WATER 6ERVM,E.21H. TYPE K COPPER gg PALO ASA LUMP SUM. SALVAGE AND REINSTALL EXISTING GRATES. ITEM INCLUDES HORGOMM SAW CUTMDML OTHER WORK IN ACCORDANCE WITH THE PIANS.ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR BACKFILL Mp REMOVAL AND DISPOSAL OF 6PoIL ENSURE THAT THE FINAL TOP ELEVATION PAID PER EACH. INCLUDES 21N. TAPPING ASSEMBLY WITH CORPORATION AT SERVICE SOURCE, INCLUDES EXCAVATION WITH GRANULAR BACK AND REMOVMMD DISPOSAL of SPOIL. INCLUDES FITTINGS REQUIRED TO TRANSITION FROM 41N. DIP BRANCH TO COPPER PIPE, SERVICE STOP BOX E%LENSpNS AS REQUIRED. INCLUDES POLY ENCASED 21N. TIPS KCOPPER PIPING WITH TRACER WIRE AND RECEPTACLE. gg MEETS THE NEW PROPOSED GRACE. ST SANITARY SEWER SERVICE LINE PALO PER EACH. PIPE TO BE6IN. We PER SPECIFICATIONS. ITEM INCLUDES TRUSS PIPE ME AT THE 151N. SEWER MAIN. FERNW IDOOOR5000 SERIES STRONG BACK Be TO COUPLE TO FASTING PIPE. ALL NECESSARY COUPLING FITTINGS, BACKFILLING EXCAVATION WITH GRANULAR BACKFILL, AND REMOVAL AND WATER BEXWDE, 1.5 IN. TYPE K COPPER PAID PER EACH. INCLUDES LSIN. TAPPINGASSEMBIY WRH CORPORATON AT SERVICE SOURCE.INCLUDES IXCAVATION WITHG LAR BACKFlLLMD REMOVMMODISFOSAL OF SPOIL. INCLUDES FITTINGS REWIRED TQ CONNECT TO FOUNTAIN CON11i0L VAULT OR TO IRRIGAT SYSTEM, SERVICE STOP BOX AND EXTENSIONS MREQUIRED . INCLUDES HOLY ENCASED t51N.TYPE KCOPPER PIPING WRH TFALER WIRE ANO REC ACLE. 61 DISPoS4l OF SPOIL TRENCH FOUNDATION INTERNE PND PER TON. ESTIMATED OUANTRY 6 BASED ON 25%OF THE STORM PIPE MD W ATE& MNN LENGTHSMDA DEPTH OF 121N.M0 WIDTH OF 351N. IMTERWL SHALL MATCH THAT AS DESCRIBED ON SHEET 6505. INCLUDES COSTTOOVER-IXCAVAIEMIO DISPOSE OF SPOIL. IF NECESSARY, WORK COULD INVOLVE WATER SERVICE, IN. TYPE N COPPER PND PER EACH. INCLUDES IIN. TAPPINGMSEMBLY WITH CORPORATION AT SERVILE SOURCE. INCLUDES IXCAV WITH GRPNNAR BALNFILLMD REMDVALAND OISPoS4L OFSPoIL.INCLUDES FITTINGS REWIRED TO WNNELT TO DRINANGFWNTAINEW TSYSTEM, SERVICE STOP BOX AND EXTENSIONS AS REQUIRED.INCLUDES POLY ENCMEOIIN. TYPE KCOPPER PI WITH TUCER WIRE AN CEPTACLE. gp CKNE66E5 OF MSTERIAL EXCEEDING 121N. SUT SHALL NOT EXCEED 30IN. IN6T TION OF UNDERGROUND ELECTRICAL TELECOM UTILITY VAULTS, N IN. %N IN. BY 51 IN. -.DMIN 63. gB-g8 THIS W0 IUDES THE INSTALLATION OF CONDUIT, WIRING AND FIWLL ELECTRICAL CONNECTIONS OF THE ELECTRICAL EQUIPMENT AS INDICATED ON THE PLANS. THEC CTO& WILL BE PAID 711E ONE PRICE PER LINEAR FOOT. 63 PND PER EACH. INCLUDES ADJUSTING RANGE. CASHING. INSTALLATION OF AN EXTERIOR CHIMNEY SYSTEM, GROUT. AND ALL WORK IN ACCOPDANCE WITH THE DETAIL IN THE CSHEETS OF THE PIANS. GROUT TO BEASMDV CE IXTURE. H MBTAWTOX OF LES TELECOM HANDHOTEB, ]! IN. %N M. %381N. THIS WORK INCLUDES THE( TION OF HANDHOLES AB INDICATED ON THE PIMIB. THE CONTRACTOR WILL BE PAID THE UNR PRICE FOIL EACH. PND PER EACH. SUPPLY AND INSTALL P.G.OVALTE/P.G. 3040HG00 SURAS TYPE 40RM OVER EQUAL.INCLUDES EXCAVATION WITH GRANULAR SACKFUL INSTALLATION OF CONTROL CABIN 64 THIS WORK INCLUDES THE INSTALLATION ONTROLCABMET,CONTRWS.MDFINAL ELECIRICALCWNECTIONS OF THE ELECTRICAL EpUIPMENTM AND REMOVAL AND DISPOSAL OF SPOIL. INDICATED ON THE PLANS. THE COMRgCTOR LBE PAID THE UNIT PRICE FOR EACH. HDPE CARRIER DUCT, 21N., INCLUDING PULL TAPE AND TRACER WIRE (TRENCHED INSTALLATION OF PEDOL POWER PEDESTALANDF LNG gg PND PER LINEAR FOOT. DEPTH OF PIPE SHALL GENERALLY BE 36d2IN. INCLUDES ALL CONNECTIONS AND FITTINGS. DUCTS ENDING AT PHASE LIMITS SHALL BE TEMPORARILY CAPPED. JOINING IMT BE BY MECHANICAL DEVICES QR FUSION METIODS ACCORDING TO SPECIFICATIONS. INCLUDES EXCAVATION WITH B&W THIS WORK INCLUDES THE INSTALLATIONWPOWER PE ALS. ELECTRICAL OUTLETS,FWTINGS,MDFINAL ELECTRICgLCWNECTION30FTIE WIRING AS GRANULAR BACKFILLMDREMOVMMOOISPOSAL OF SPOIL. INDICATED ON THE PLANS. THE CONTRACTOR WILL BE PAID NIT PRICE FOR EACH. HDPE CARRIER WET, 13!1X., IXLWpXG PULL TAPEANOT ER WIRE ITRENCHED I STAGE SUPPORT: WATERPROOF IN -GRADE BOXER AN0121N.LABL LEEVE BE PND PER LINEAR fO0T.0EPTH OF PIPE SHALL GENE BE 3662IN. INCLUDES ALL CONNECTIONS AND FITTINGS. DUCTS ENDING AT PHASE LIMITS SIWLL BE TEMPORARILY f.APPEp..gINING M1NY BE BT MEC LOEVICES OR FUSION METHODS ACCORDING TO SPECIFICATIONS. INCLUDES EXCAVATION WITH Bt LUMP SUM PRICE FOR THIS WORK INCLUDES THEINSTALLATON OF IN -G EBO%ES PER 9L50fi AND CABLESLEEVE PIER ALTA. CABLE SLEEVE15121N. DIAMETER PVC OR STEEL PIPE. VERIFY RADIUS REOUIREMENT6. GRIND ALL 63MOOlH. GRrWULAR BACKFILLMpREMWMMDDIS OF SPOIL. TRAFFIC SIGNPLIIATION gT BIN. PAVING BUBORNX I CLINTON STREET I TRAFFIC 81GXAMNTN)N PAID PER LINEAR FOOT. INCLUDES LAPP1 FALX END OF THE CLINTON RUN AND CONNECTION TO T1EMANHOLE.INCLUDES WORK ACCORDING TO SUDPS. EXCEPTING FMRIC SINLL NOT BE US .THIS REM INCLUDES THE TEE SECTION REWIRED FOR THE PIPE DIRECTED TOTHE EXISTING MANHOLE. THE OUTLET ASSEMBLY SHALL BE CORRUGATE ETgL PPE MpINALLOROMCE WITH SURAS DETAIL 4040M. PROVIDE REMOVABLE TYPE RODENT GUARD. THIS WORK INCLUDES SUPPLYING EWIPMEM,LABOR AND MATERIALS NECESSARY TO (NST CT,ANDOPEMTEA COMPLETE, FUMY FUNCTIONAL TRAFFIC SIGNAL SYSTEM. INCLUDING BUT NOT LIMBED TO TRAFFIC SIGNLL PoLE3. BASES, SIGNALL S.WIRING.CONDUITS,WWOHOLES.CONTROLLER, CABINET, STREET NAME SIGNS, COORDINATION WITH UIILRIES. TESTNG,MDALL OTHER MISCELIANEO BEWARE. SOFTVARE GRANT OTHER ITEMS s w. Daax TILE � NECESSARY TO fAMPLETE THETRMFIC SIGNN. SYSTEM INFLgCE. THIS REM SHILLBE PAID FORpbA WMP 'FEE. THE PRICE SHALL BE FULL g9 COMPENSATION FORM MgTERIALS, LABOR AND EQUIPMENT. TOOLS AND INCIDENTALS NECESSARY TO COMPL EWORK THIS WORK ALSO INCLUDES INSTALLING CITY FURNISHED MATERIALS FOR THE TRAFFIC SIGNAL SYSTEM M NOTED IN THE PLM$ MO SPECIFICATI .CITY FURNISHED ITEMS INCLUDE THE CONTROLLER, CABINET,IS'RISER AND ACCESSORIES; BATTERY BILK -UP SYSTEM: VEHICULARMpPEDESTR6W SIG FAOS;AND 14'AND 18'HEIGHT PAID PER EINEM FOOTS EDOWBLE-WALLED%PE. MCLUOESALL FITTINGS. ITEM INCLUDES BACKFILLING EXCAVATION WITH GRANULAR POROUS BALKFILLMDREMOV DDI6PO6M OF SPOIL genus [ IQntlicppe architects ] 325 EAST SBI STREET DES MOINES, IA 509J9 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMPNN MON$ONARCHITECTS 227 FAST COLLEGE STREET, $TE 973 IOWA CITY. A 522 P 979.3301070 CIVIL ENGINEER sH0EM41(FAaH4A1.AN0 iW HWINY RQ40 CORALVILLE.N52241 P 379.351.115D SRF CONSULTING ONE DARLSON PARKWAY NORTH, $TE. 159 MINNEAPOLIS, MN 554414943 P767A150919 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 772 E. WASHINGTON STREET, $TE.O IOWA CITY, 7452240 P 319333.7850 LIGHTING DESIGN SCHULER$HOOK 219 MAIN STREET SE, $TE. 200 MINNEAPOLIS, MN 55114 P812.339S50DWI PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA �W Ot DM284ptT TODD 02 OW3a2017 100% DO 09 1a1B2017 w%c0 w 1vz9rz017 1001cp OS O1R842018 BID SET ALUMINUM PEDESTALPWES. genus [ IQntlicppe architects ] 325 EAST SBI STREET DES MOINES, IA 509J9 T 515 284 1010 W W W.GENUS-IA.COM ARCHITECT NEUMPNN MON$ONARCHITECTS 227 FAST COLLEGE STREET, $TE 973 IOWA CITY. A 522 P 979.3301070 CIVIL ENGINEER sH0EM41(FAaH4A1.AN0 iW HWINY RQ40 CORALVILLE.N52241 P 379.351.115D SRF CONSULTING ONE DARLSON PARKWAY NORTH, $TE. 159 MINNEAPOLIS, MN 554414943 P767A150919 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 772 E. WASHINGTON STREET, $TE.O IOWA CITY, 7452240 P 319333.7850 LIGHTING DESIGN SCHULER$HOOK 219 MAIN STREET SE, $TE. 200 MINNEAPOLIS, MN 55114 P812.339S50DWI PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA �W Ot DM284ptT TODD 02 OW3a2017 100% DO 09 1a1B2017 w%c0 w 1vz9rz017 1001cp OS O1R842018 BID SET BID xewe AC LL/Efl/PHIS$ ESTIMATED REFERENCE INFORMATION 16094 21W20189:36 PIA 0007 ESTIMATED REFERENCE INFORMATION S ESTIMATED REFERENCE INFORMATION DESCRIPTION wrzazDfr ro99 DD PAYMENT TYPE F. 6 CN PAVER WITH ASPHALT BETTING BED AT EMSTNG VAULT REM NO DESCRIPTION 11r THEINSTMUTON OF PAVERS. AS 6HOWN.INCIDENTM TO THIS ITEM IS THE CURING OF pgVER3,SMDSETTNGBPoAS SHOWN ON L OUq�11P! lzlzamtr ION60D LIGHTING 011211 BID SET PAVERS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER SOUMEYARD. THIS PRICE SINCE TIE FULL COMPENSATION FOR �p EWIPMEM, TOOLS. AND INCIDENTALS NECESSMY TO COMPLETE THE WORK PEOESTI4WN AND ROADWAY LIGHTING AND ACCENT LIGHTING SHEETS I -I n FOR 11 119 GRANITE PAVER310.S SHOWN ON DETAIL SEE G014 FOR FOPR GRWRE SCHEDULE THE QUANTITY FOQUANTITY. VRVERS FOR WHICHP YME��TM.�Tj9A�T NII OF SQUARE YARDS OF INSTALLED PAVERS AS ACCEPTED BY THE CRY ENGINEER. THE REM PAVERS SHALL BE PAID FORAT RPMCE SQUARE FEET. THIS PRICE SMALL BE FULL COMPENSATION FORALL INTERNES, TABOR AI0 EGUIPMEM, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK 83-105 THIS ITEM INCLUDES ALL WORKREQUIRW TO INSTML THE LIGHTING UNITS AS DETAILED IN THE PROJECT PIANS INCLUDING HEAD, POLE, AND POLE MOUNTING. 119 SEE DETAIL NL501. THE CONTMCl00. WILL BE PAID THE CONTRACT UNIT PRICE PER EINEM FOOIOWA CITY T. 1. PAYMENT TYPE B. 81N. INTEGRAL COLORED CONCRETE AT WEATHER DANCE FWMMN EXCLUDES WIRING. THE CONTRACTOR WILL BE PND THE UNIT PNCE FOR EACH. SEE DETAIL INLSDI. REFER TO NOTES ON MATERIALS PLM SHEET LIY2 AND JOINTING PIAN SHE FOR LOCATION MDQUANTItt.THE CONTRACTOR SHALL PERFORM ALL REWIRED DUTIES OF CERTIFIED PIANT INSPECTION AS DEFINED IN MLE (DOT STANDARD SPECIFICATIONS, ALSO WCLUDED PAVINGMDHAROSCME WITH THIS REM IS EXCAVATION TO PLACE FORMS MO PAVEMENT AT REWIRED ELf NS. FORMING, SUPPLY AND PLACEMENT OF FINISHING OFCWCRETE MDJOIMINO ASSNOWN ON PLMSAND DETAILS. THIS ITEM SWLL INCLUDEA EGRAL COLOR PER SPECIFICATION 03330 COLORED CONCRETE FINISHES. AR THE CONTRACTOR WILL BE PND THECWTPAGT UNIT PRICE PER SDU D. EXCAVATION TO SUBGRADEINLIDENTM. PREPARATION AND COMPACTION OF COLUMN FOUXMTONS IPERMpXEM STAGE CANOPY] MODIFlED SUBBASE PAID UNDER SEPARATE REM. THE CONTPACT USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMEM PER IOWq (DOT LM.3B3 (ESTIMATE OF PORTUWO TFT CONCRETE STRENGTH BY MATURitt METHOD). INCLUDES ALL EXCAVATING MID BACKFlWNG REQUIRED FOR CONSTRUCTION OF THE COLUMN FOUNDATIONS. THIS WORK SMALL CONSIST OF ALL SEE DETAIL fiR501. REFER TO NOTES ON SPLM SHEETS L121-123 FOR LOCATION MDQLIWifR.THE CONTRACTOR SHALL PERFORM qLL REWIRED IN EARTHWORK, INSTMUTpN OF HELICAL PILES, CONCRETE FONMWORK.CONCRETE pIACEMEM. REINFORCING AND REBM COUPLERS AS INDICATED IN THE TO PIACE FORMS AND REWIRED ELEVATWS,FORMING. SUPPLY MDpLACEMEM OF FINISHING OF CONCRETE AND JOINTING AS SHOWN ON •{{� TRUCTURM DRAWINGS. THE CONTRACTOR SWWLL PERFORMML REQUIRED WTIES R CERTIFIED PLAN INSPECTION AS DEFINED IN THE APPLICABLE (DOT STRENGTH OFT CC PAVEMEM PER IOWA (DDT LM.383(ESTNNTE OF PIX3TAND CEMENT CONCREFE STRENGTH BY MANRItt METHOD), PCC GV PEC NWRD SPECIFICATIWS. 3 TAIL 14IL501. THE UNIT PRICES FOR THESE RENS WILL BE PAID BASED 011 THE NUMBERW�INEM FEET OF CURB ttPECPER PLANS MODETAR.THE 122 NTNCTOR SHALL PERFORMALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLEIWTSTM0.4RD SPECIFICATIONS. THE L XFWNWTOH918HMP BXpDE STRUCTURE] MODIFIED SUBBASE PND UNDER SEPARATE REM. THE CONTRACTOR 8HALL USE IMTURTIY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PLC PAVEMENT PER IOWA TOOT I.M. 393 (ESTIMATE OF PoRIIANO CEMENT CONCRETE STRENGTH BY MATURITY METHOD). INCLVO LIXCAVATNG/WO BACKFIWNG REWIRED FOR CONSTRUCTION OF THE COLUMN FOUNDATIONS. THIS WORK SINCE CONSIST OFALL TIIENCH ORgIN qT WEATHER WNCE FWNTgIN 123 SEE DETAIL 191501. THIS REM WILL BE MEASURED BY THE FOOT. BETWEEN THE LONGITUDINAL. ENDS OF THE TRENCHDMIN HONG THE PAVEMENT SURFACE. 10T EMTHW NSTNLgTION OF HELICAL PILES,CONCRETE FORMWORK, CONCRETE PUCEMENT, REINFpiCINGMDREBMCWPLERSAS INDICATED IN THE MSTALUTIOX OF SALVAGED LIMESTONE PLANTER WALL INSTALL CLEANED AND SALVAGED LIMESTONE PWITER WALLS PER PIANSMD DETNLS.ITEM INCLUDES SMVAGEDMT WALL PIECE tBC, 18o AND 18E, SEE STRUCNPAL INGS.THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUPES OF CERTIFIED PLANT INSPECTION PS DEFINED IN THE MPLICABLEIWT STANDARD SPECT ONS. G011.G013 LIMESTONE WALL SCHEDULE. THE CONTRACTOR WILL BE PAIDTHECWTMCT UNIT PRICE FOR EACH SEGMENT OF LIMESTONE PLANTER WALL.UNR .i PLATES. PGG BANG AT STAGE � Ptt BAND AT UNIT PAVERS � RAISED PLC BMD AT STAGE F PCO WIDE AT SNARE PATO SEE SHEET L410 AND DETAIL 1&ESDI. THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF SQUARE YARDS OF PORTLAND CEMENT LMESTWEPIAXTEgW WNWTIDX GWCRETE PAVEMENTS CWSTRUCTEDAT THE SPECIFIED WIDTHS AND MK:KNESSES. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF 125 CERTIFIED PWNT INSPECTION AS DEFINED IN ME APPLICABLE IOOTSTMDAPo SPECIFICATONS.MSOINCLUDED WITH THESE ITEMS IS EXCAVATION TO PUCE Ip9 INCLUDES ALL EXGIVATNGA CI(FILLING REQUIRED FOR WNSTRUCTW OF THE WALL FOUNDATIONS, THIS WORK 6HALL CONSIST OF MLEMTHWORK THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE TIE STRENGTH OF THE PCC PAVEMENT PER IOWA (DOT I M.3031ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY IMNRTTY METHOD). CONCRETE FORMWORK CONE IACEMENT ANO REINFORCING AS INDICATED IN THE STRUCTURAL DRAWINGS. THE CONTRACTOR WILL BE PAID THE PCC STAR THE WORK SHALL INCLUDE ALL EMTHWORK AND SUBBASE MOR TO IN5rMUTON OF EACH CONCRETE STAIR SECTION AS DESCRIBED ON SHEET LSD4. THE 128 CONTMCT UN R PRICE PER CUBIC Y QUANTITY FOR THIS ITEM FOR WHICH PAYMENT WILL BE MADE IS EACH SET OF CONCRETE STAIRS INSTALLED AND ACCEPTED BY THE CITY ENGINEER TIE ITEM NCRETE STAIR SHALL BE PAID FORATTHE CONTRACT UNIT PRICE PER EACH. THE PRICE SMALL BE FULL COMPENSATION FOR qLL MATERNLb, LABOR AND PAVEMENT TYPE 0.8IN. PCG BIDEWALKq EDESIRNN RAMPS E MENT,TWIS AND INCIDENTALS NECE3B4RYTO COMP( ETE THE WORK PCC ST DRNL SEE DETAIL I/LWt. REFER T) NOTES ON MATER PIAN SHEETS Lt21-t25M0JOIM'ING PLM SHEETS L131{135 FOR LOCATION AND QUANTITY. THE 127 SHOWNWSHE .THE OVANTITT FOR THIS REM FOR WHICH PAYMENT WILL BE MAINE IS THE NUMBEROF EINEM FEET INSTALLED MO ACCEPTED BY THE CITY ENGINEER. MI MSHgLL BE pgIp FORATTHE CONTRACT UNIT PNCE OF LINEAR FEET. THIS PRICE SHALL FULL COMPENSATION FORME MATERIALS, CONTRACTOR SHALL PERFORM ALL REQUIREDDUTI FCERRFlEO PLMTINSPECTION AS DEFINED IN THE APPLICABLE 100T STANDARD SPECIFICATIONS. LABOR MO EOUIPM LS AND INCIDENTALS NECESSMYTO COMPLETE THE WORN. GPANRE STEPS NIDOMM Tf-0RM 1W gLSOINCAUOED WITH THIS ITEM I3 EXCAVATION TO PIA FORMS MO PAYMENT AT 0.EWIRED ELEVATIONS.FOPMING, SUPPLY MDPLACEMENT OF 129 GRANRE STEPS MD GRANITE PU PS SHOWN ON SHEET L4p6 AND DETAIL 1IL001. THE QUANTITY fORGRANITE STEPS FORWHICH PAYMENT WILL BE MAGE IS THE NUMBER OF 60UARE FE INSTALLED GRANITE STEPS AS ACCEPTED OY THE CRY ENGINEE0. THE REM SHALL BE PND FOR AT THE CONTRACT FMISHING Of CONC0.ETE MOJOINTING AS SHOWN OLAP DDETgILS. THIS SHALL. INCLUDE ALL PREPARATIONS FOR DETECTABLE WARNING PLATES. ME UNIT PRICE PER SQUMEFWT. THIS PWC BE FULL COMPENSATION FOR qLL MATERIALS, TABOR AND EpU1PMEM, TOOLS MDINCIDENTMb NEGE565RY TO COMPLETE TIE WORK. CWTINCTORWILL BE PAID THE CONTRACT UNIT PRICE PERS EYMD. EXCAVATION TO SUBG0.ADE INLIDEMAL. PREPARATION AND COMPACTION OF THE CONTRACTOR WILL BE PND THE CONTR4CT UNITP FOR EACH SQUARE AND STRAIGHT CUT. LIMEBTWEWALL PIECES ARE 121N. TNICN, WIGHT AND LENGTH VARIES. MODIFIED SUBBASE PND UNDER SEPARATE ITEM. THE CONTRACT BFWLL USE MhTURRY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PLC LIMESTONE PLANTER WALL, NEW LIMESTONE FURNISH AND INSTALL LIMESTWEPUNTE0. WALLS PER PUNS ANDDPLAICE INCLUDESMID IS NOT UNITED TO, FURNISHING MDPIACING PAVEMENT PER IOWAIWTLM. 303 (ESTIMATE OF PORTLAND CEME CRETE STRENGTH BY MATURITY METHOD). r132 PER EACH LIMESTONE WML SEGMENT. BUCK WAWK MINI PMKBTORY WALL PAYMENT TYPE B,BIN. PCC CLINTON STREET PAYING MOtURB ttPEA CURB TYPES THE WORK SHMLINCLUDE NL MATERALS,IABORANO EOUIPMEM REQUIRED TOFABRIPNDERECTTHELMESTONE STORY WALLINDICATED IN THE DRAWINGS. WHICHINCEUDESMD IS NOT LIMITED TO FOUNWTIW MO STEM WNL. CMUGOIMESTONEVENEERMDMICHORS. LIMESTONE CAP BLOCK SEE DETAIL 2AWI. REFER TO NOTES ON MATERIALS PLM SHEETS L131-1ffiM INTING PIAN SHEETS L1311133 FOR LOCATION AND WMRf1Y.THE 6TREET 8TORY WALL THE WORK SHALL INCLUDE MLIMTERNL$, LPBIXi MDEDUIPMEM REWIREDTO FABRICATE AND ERECT IMESTONE STORY WALL INDICATED IN THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF CERTIFIED PIAN (NSP ON AS DEFINW IN THE APPLICABLE 6TMOMDIWT$PECIFlCgTWS. pRAWINGS.WHICH INCLUDES Mp1&NOT LIMBED TO FOUNDATION AND STEM WMLCMU CORE LIMESTONE VE RAND ANCHORS, LIMESTONE CAP BLOCK MO START WALL CONTENT. THE CONTRACTOR WILL BE PAID THE CONTPACT UNR PRIDE FOR EACH. 110 MSO INCLUDED WITH THIS ITEM I3 EXCAVATION TO RACE FORMS MDPAVEMEMq DUIRED ELEVATIONS, FORMING. SUPPLY MO PLACEMENT OF FINISHING OF CONCRETE AND JOINTING AS SHOWN ON PLANS MO DETAILS. THIS ITEM INCLUDE PCC CURB TYPE AMDFIX CURB TYPE B. CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUAREYMO. EXWVATIONT BGRMEINCIDENTAL PREPARATION AND COMPACTION OF MODIFIED SUBBASE PAID UNDER SEPARATE ITEM. THE CONTRACIDRSWILL USE MANRIttM DF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMENT PER IOWA TOOT I.M.383(ESTMATE OF PORTLAND CEMEM CONCRETE STRENGTH BY PITY METHOD). PAVENEMttPE C.0 CM PAVER WITH SAND SETTING BED SEE DETAIL 1E501. REFERTO NOTES ON M1NTFRW.SPWJ SHEETS L121-125MDJOINTING PUN SHEETS Lt3 35 FOR LOCgTION. COLOR,MDPA .THIS WORK SHALL CONSIST OF THE WSTMUTW OF PAVERS, AS SHOWN. INCIDENTAL TO THIS REM IS THE CIRTIN PAVERS,SMDSETTING BED HOWN ON DETAILS. SHEET LSOf. THE DWWTtt FOTt PAVERS FOR WHICH PAYMENT WILL BE IMAGE IS THE NUMBER OF SOFINSTALLEO PA AS 111 ACCEPTED BY THE CITY ENGINEER . THE ITEM PAVERS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER SQ .THIS PRICE L BE FULL COMPENSATION FORFLL MATERIALS, IABORMDEQUIPMENT. TWLS, AND INCIDENTALS NECESSARY TO WMFLETE THE RK. MN ALL WATERVMVE ADJUSTMEM6NOT ASSWIATED WITH NEW WATER WIN CONSTRUCTION IS INCIDEMYLL TO PAVER WORK WORK REWIRED ADJUSTMENTS 6HALL BE IN ACCORDANCE WITH SODAS. UNIT PAVERA SL,T9 SFIUNIT PAVER B: BT25F/UNIT PAVER C2R125F/UNIT PAVER O: 7,082 RPAVER F: 335Fl UNIT PAVER G' 17 U. PAVEMENT TYPE C, B IN. PCC SUBSIAB SEE DETAIL 3A.301. REFERTO NOTES ON MATERIALS PLM SHEETS L121-125 AND JOINTING PIAN SHEETS LI3H FOR LOCATION AND WA .THE WNTRACTOR SHALL PERFORM ALL REQUIRED DOTES OF CERTIFIED PLANT INSPECTION AS DEFINED IN TH PLICMLE TOOT STANDARD SPE gTONS. 112 ALSO INCLUDED WITH THIS ITEM IS EXCAVATION TO PLACE FORMS MDPAVEMEMAT REQUIRED ELEVA S. FORMING. SUPPLY MO PIACEMEM FINISHING OF CONCRETE AND JOINTING AS SHOWN ON PUNS MO DETAILS. ME CONTRACTOR WILL AIO THE CONTRACT UNIT PRICE PER SOURRE IXCAVATON TO SUBGRADE INLIDENTM. P0.EPARATIONMDCOMPAGTON OF MODIFIED SURRAS DUNDER SEPARATE ITEM. THE COMPACTOR SHML MHID0.RY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMENT PER I IWi LM. 303 (ESTIMATE OF PoRTWID CEMENT CONCRETE STRENGTH BY MATURITY METHOD). PAYMENT TYPE D, 0 LM PAVER WITH ASPHALT SETTING BED MO MASTIC SEE DETAIL 41L50t. REFER TO IK)TESW MATE0.NL5 PIAN SHEETS L121-123MD TING PUW 6HEET5 1-131- ME FOR LOCATION.QUAMItt'.COLOR,MD PATTERN. THIS WORK SHMLCWSISTOF THE INSTMUTIW OF PAVERS,AS WN.INCIDEMM TO THIS ITEM I6 THEWRING OF PAVERS. BITUMINOUS 113 SETTING BED AS SHOWN ON DETNLS, SHEET ESDI, THE QUANTITY FOR PAV SFOR WHICH PAYMENT WILL BE LIgOE IS THE NUMBER OFSWMEYAROS OF INSTALLED PAVERS AS ACCEPTED BY THE CITY ENGINEER. THE ffEMp SHALL BE PAID FOR ATIHE CONIRACTUNR PRICE PER SQUARE YARD. THIS MICE SHALL BE FULL COMPENSATW FOR ALL MATERALS,LABORMDE MEM,TWLS,MOINCIDEMMS NECESSARY TO COMPLETE TIE WORK AHD'MOpLL TI (DENTAL PAVER WOW. WORK REQUIRED TO MAKE WATER VMVEMJUSTMENT6 NOTASSWNTED WITH NEW WAT NCWSTRIX: WIS INC TO ApXISTMEMb SHALL BE IN ACWRDANCE WITH SUDPS. PAVEMENT TYPE D,BIN. PLL BUBSIAB AT CLINTON ST CPO86WALK6 SEE DETAIL 4A501. REFERTO NOTES ON MATERIM6 SHEETS L121-125 AND JOINTING PIAN SHEETS L131{135 FOR LOCATION AND QUANTItt.THE CONTRACTOR MIME PERFORM ALL REWIREDO OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLE TOOT STANDARD SPECIFICATIONS. 114 ALROINCWDEO WITH iHI31TEM I3 EXCAVA OPIACE FORMS MDPAVEMENT AT REQUIRED ELEVATIONS. FORMING. SUPPLY MO PLACEMENT OF FINI6HING OF WNCRETEMDJOWTING AS OWNON PIANS MD DETAILS. THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YARD. EXCAVATION TO SUBGFAOE INCIDENT EPAMTIONMOCOMPACTON OF MODIFIED SUBBASE PAID UNDER SEPARATE ITEM. THE COMPACTOR SHALL USE MATURITY METHOD OF TESTING TO RHINE THE STRENGTH OF THE PCC PAVEMENT PER IOWA IWTLM. 383 (ESTIMATE OF PoRTIANO CEMENT CONCRETE STRENGTH BY MATURITY METHOD MODIFIED SUBBASE THE UNIT ( WILL BE PAID BASED ON THE NUMBER OF CUBIC YARDS OF MODIFIED SUBBASE CONSTRUCTED AT THE SPECIFIED THICKNESSES. SEE DETN1.OUTSIOE OF TREE IXtIPLINES, PROOF ROLL WITH ATRUCK LOADED TO THE MAXIMUM SINGLE LEGM W(LE GROSS WEIGHT (MASS) 113 OF 20,DW .OPERATE THE TRUCK ATA 6PEED LESS TIWJ IO MPH (16 KM1NH). M4KE ONE Pp$$ON EVERT UNE. THE SUBGRADE WILL BE ZUNST� CONSIDER . UNDERTHE OPERATION OF TIE LOMED TRUCK, THE SURFACE SHOWS YIELDING OR RUTTNG OF MORE THM2IN. (50 MM)MEA6URE TO THE BOTTOM OF THERUTAT THEOUT6IDE EDGES. WITHINTREE DRIPLINES,PROOF ROLL WITHATRACKLOADER WRHOPERATIN ODPoUNOS. PRWFROLLING TO BE REVIEWED INTHE FIELD BY COY OF IOWACftt ENGINEERING. CORRECTION OF bUBGRADEAFTER PR LL BE PAID AS EXTRA WORK PER IXLAVATW, CUSS 10 UNSUITABLE I ITEM LA0. 311. PAVE TIYPE E,I LM PAVER, LEVELING SAND AT EXMTXG TOPPING BLAB BE ETNL SIL501. REFER TO NOTES ON MATERIALS PUN SHEETS L121-125 FOR LOCATION. QUAMItt.COLOR. MDPATTERN. THIS WORK SHALL CONSIST OF INSTALLATION OF PAVERS, AS $HOWN.INCIDEMM TO THIS ITEM IS THE CURING OF PAVERS, BAND SETTING BED AS SHOWN ON DETAIL. THE QUANTITY 110 R PAVERS FOR WHICH PAYMENT WILL BE MADE IS THE NUMBER OF SQUARE YARDS OF INSTALLED PAVERS AS ACCEPTED BY ME Cltt ENGINEER. THE ITEM PAVERS SWILL BE PAID FOR AT ME CONTRACT UNIT PRICE PE0. SQUARE YARD. THIS PRICE SHALL BE FULL COMPENSATION FOR ALL MATERIALS, TABOR AND EQUIPMENT. TWLS, AND INCIDEMALS NECESSARY ESTIMATED REFERENCE INFORMATION S REM NO DESCRIPTION wrzazDfr ro99 DD PAYMENT TYPE F. 6 CN PAVER WITH ASPHALT BETTING BED AT EMSTNG VAULT 093a2017 100%W SEE DETAIL fiR301. REFER TO NOTES ON MATERIALS PIAN SHEETS L131-123 FOR LOGTION, QDANTITY, COLOR. AND PATTERN. THIS WORK SWLL COMER OF 11r THEINSTMUTON OF PAVERS. AS 6HOWN.INCIDENTM TO THIS ITEM IS THE CURING OF pgVER3,SMDSETTNGBPoAS SHOWN ON L OUq�11P! lzlzamtr ION60D FOR PAVERS FOR WHICH PAYMEM WILL BE MADE IS THE NUMBER OF$WMEYARDS OF INSTALLED PAVERS AS ACCEPTED BY THEC RR�YIE 011211 BID SET PAVERS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER SOUMEYARD. THIS PRICE SINCE TIE FULL COMPENSATION FOR �p EWIPMEM, TOOLS. AND INCIDENTALS NECESSMY TO COMPLETE THE WORK PAVEMENT TYPE G, GRIIHIIE PAVER AND URDU SETTING BED SHEETS I -I n FOR 11 119 GRANITE PAVER310.S SHOWN ON DETAIL SEE G014 FOR FOPR GRWRE SCHEDULE THE QUANTITY FOQUANTITY. VRVERS FOR WHICHP YME��TM.�Tj9A�T NII OF SQUARE YARDS OF INSTALLED PAVERS AS ACCEPTED BY THE CRY ENGINEER. THE REM PAVERS SHALL BE PAID FORAT RPMCE SQUARE FEET. THIS PRICE SMALL BE FULL COMPENSATION FORALL INTERNES, TABOR AI0 EGUIPMEM, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK PAVER EDGE RESIPAINTATPIANTINOARFA 10.25 IN. X 91N. %a IN.OpLVpNItE08TEELMBLE ) 119 SEE DETAIL NL501. THE CONTMCl00. WILL BE PAID THE CONTRACT UNIT PRICE PER EINEM FOOIOWA CITY T. 1. PAYMENT TYPE B. 81N. INTEGRAL COLORED CONCRETE AT WEATHER DANCE FWMMN SEE DETAIL INLSDI. REFER TO NOTES ON MATERIALS PLM SHEET LIY2 AND JOINTING PIAN SHE FOR LOCATION MDQUANTItt.THE CONTRACTOR SHALL PERFORM ALL REWIRED DUTIES OF CERTIFIED PIANT INSPECTION AS DEFINED IN MLE (DOT STANDARD SPECIFICATIONS, ALSO WCLUDED 1211 WITH THIS REM IS EXCAVATION TO PLACE FORMS MO PAVEMENT AT REWIRED ELf NS. FORMING, SUPPLY AND PLACEMENT OF FINISHING OFCWCRETE MDJOIMINO ASSNOWN ON PLMSAND DETAILS. THIS ITEM SWLL INCLUDEA EGRAL COLOR PER SPECIFICATION 03330 COLORED CONCRETE FINISHES. AR THE CONTRACTOR WILL BE PND THECWTPAGT UNIT PRICE PER SDU D. EXCAVATION TO SUBGRADEINLIDENTM. PREPARATION AND COMPACTION OF MODIFlED SUBBASE PAID UNDER SEPARATE REM. THE CONTPACT USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMEM PER IOWq (DOT LM.3B3 (ESTIMATE OF PORTUWO TFT CONCRETE STRENGTH BY MATURitt METHOD). PCC STEP SEE DETAIL fiR501. REFER TO NOTES ON SPLM SHEETS L121-123 FOR LOCATION MDQLIWifR.THE CONTRACTOR SHALL PERFORM qLL REWIRED DUTIES OF CERTIFIED PLANTINSPEC AS DEFINED IN THEMPLLCPBLE (DOT STANDARD SPELIFICATIWS. MSO INCLUDED WITH THIS REM IS EXCAVATION R1 TO PIACE FORMS AND REWIRED ELEVATWS,FORMING. SUPPLY MDpLACEMEM OF FINISHING OF CONCRETE AND JOINTING AS SHOWN ON UNS AND DETAILS. THE RAGTOR WILLBE PAIDTHECWTRACT UNIT PRIDE PER EINEM FOOT. EXCAVATION TO SUBGRAUE INCIDENTAL. PREPANATION P=AN AND COMPACTION OF DIETED SUB845E PAID UNDER SEPARATE ITEM. THE CONTRACTOR SHALL USE INNRRT METHOD OF TESTING TO DETERMINE THE STRENGTH OFT CC PAVEMEM PER IOWA (DDT LM.383(ESTNNTE OF PIX3TAND CEMENT CONCREFE STRENGTH BY MANRItt METHOD), PCC GV PEC 3 TAIL 14IL501. THE UNIT PRICES FOR THESE RENS WILL BE PAID BASED 011 THE NUMBERW�INEM FEET OF CURB ttPECPER PLANS MODETAR.THE 122 NTNCTOR SHALL PERFORMALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLEIWTSTM0.4RD SPECIFICATIONS. THE CONTRACTOR WILL BE PAID ME COMPACT UNIT PRICE PFR EINEM MOT. EXCAVATION TO SUBGRADE INCIDENTAL. PREPA0.ATONMO COMPACTION OF MODIFIED SUBBASE PND UNDER SEPARATE REM. THE CONTRACTOR 8HALL USE IMTURTIY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PLC PAVEMENT PER IOWA TOOT I.M. 393 (ESTIMATE OF PoRIIANO CEMENT CONCRETE STRENGTH BY MATURITY METHOD). TIIENCH ORgIN qT WEATHER WNCE FWNTgIN 123 SEE DETAIL 191501. THIS REM WILL BE MEASURED BY THE FOOT. BETWEEN THE LONGITUDINAL. ENDS OF THE TRENCHDMIN HONG THE PAVEMENT SURFACE. AS INSTALLED. MSTALUTIOX OF SALVAGED LIMESTONE PLANTER WALL INSTALL CLEANED AND SALVAGED LIMESTONE PWITER WALLS PER PIANSMD DETNLS.ITEM INCLUDES SMVAGEDMT WALL PIECE tBC, 18o AND 18E, SEE 124 G011.G013 LIMESTONE WALL SCHEDULE. THE CONTRACTOR WILL BE PAIDTHECWTMCT UNIT PRICE FOR EACH SEGMENT OF LIMESTONE PLANTER WALL.UNR PRICE INCLUDES. BUT ISNOT LIMITED TO, PUKING LIMESTONE UNITS, 6UBD0.NN, PoRWS BACKFILL MATERIAL FOR SUBD0.AIN, DOWELS, RODS AND FASTENING PLATES. PGG BANG AT STAGE � Ptt BAND AT UNIT PAVERS � RAISED PLC BMD AT STAGE F PCO WIDE AT SNARE PATO SEE SHEET L410 AND DETAIL 1&ESDI. THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF SQUARE YARDS OF PORTLAND CEMENT GWCRETE PAVEMENTS CWSTRUCTEDAT THE SPECIFIED WIDTHS AND MK:KNESSES. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF 125 CERTIFIED PWNT INSPECTION AS DEFINED IN ME APPLICABLE IOOTSTMDAPo SPECIFICATONS.MSOINCLUDED WITH THESE ITEMS IS EXCAVATION TO PUCE FORMS MO PAVEMENT AT REQUIRED ELEVATIONS, FORMING, SUPPLY, PLACEMENT AND FINISHING OF CONCRETE. EXCAVATION TO bUBG0.A0E INLIDEMPL THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE TIE STRENGTH OF THE PCC PAVEMENT PER IOWA (DOT I M.3031ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY IMNRTTY METHOD). PCC STAR THE WORK SHALL INCLUDE ALL EMTHWORK AND SUBBASE MOR TO IN5rMUTON OF EACH CONCRETE STAIR SECTION AS DESCRIBED ON SHEET LSD4. THE 128 CONTRACTOR SNAIL PERFORM ALL REWIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE MPLIGABLEIWTSTMDARD SPECIFICATIONS. THE QUANTITY FOR THIS ITEM FOR WHICH PAYMENT WILL BE MADE IS EACH SET OF CONCRETE STAIRS INSTALLED AND ACCEPTED BY THE CITY ENGINEER TIE ITEM NCRETE STAIR SHALL BE PAID FORATTHE CONTRACT UNIT PRICE PER EACH. THE PRICE SMALL BE FULL COMPENSATION FOR qLL MATERNLb, LABOR AND E MENT,TWIS AND INCIDENTALS NECE3B4RYTO COMP( ETE THE WORK PCC ST DRNL TN MDIN INSTALLATION OF OF ORWJAEMM FAILING AT LOCATIONS INDICATED ON PLAN SHEETSMOTS THIS WORKS INCLUDE FABRICATON.FOWOERCOAIO 5 127 SHOWNWSHE .THE OVANTITT FOR THIS REM FOR WHICH PAYMENT WILL BE MAINE IS THE NUMBEROF EINEM FEET INSTALLED MO ACCEPTED BY THE CITY ENGINEER. MI MSHgLL BE pgIp FORATTHE CONTRACT UNIT PNCE OF LINEAR FEET. THIS PRICE SHALL FULL COMPENSATION FORME MATERIALS, LABOR MO EOUIPM LS AND INCIDENTALS NECESSMYTO COMPLETE THE WORN. GPANRE STEPS NIDOMM Tf-0RM SEE INTERNES PUN 122- LOCATION LOCATON ANO pUAMItt. THIS WORKSHPll CONSIST OF THE PIRCHASING OF THE GRANITE AND INSTALLATION OF 129 GRANRE STEPS MD GRANITE PU PS SHOWN ON SHEET L4p6 AND DETAIL 1IL001. THE QUANTITY fORGRANITE STEPS FORWHICH PAYMENT WILL BE MAGE IS THE NUMBER OF 60UARE FE INSTALLED GRANITE STEPS AS ACCEPTED OY THE CRY ENGINEE0. THE REM SHALL BE PND FOR AT THE CONTRACT UNIT PRICE PER SQUMEFWT. THIS PWC BE FULL COMPENSATION FOR qLL MATERIALS, TABOR AND EpU1PMEM, TOOLS MDINCIDENTMb NEGE565RY TO COMPLETE TIE WORK. GUTTING OF EXISTING DMEBTONE PLANTER WgLL LES THE CONTRACTOR WILL BE PND THE CONTR4CT UNITP FOR EACH SQUARE AND STRAIGHT CUT. LIMEBTWEWALL PIECES ARE 121N. TNICN, WIGHT AND LENGTH VARIES. LIMESTONE PLANTER WALL, NEW LIMESTONE FURNISH AND INSTALL LIMESTWEPUNTE0. WALLS PER PUNS ANDDPLAICE INCLUDESMID IS NOT UNITED TO, FURNISHING MDPIACING LIMESTONE UNITS. PORWSBACKFILL MATERIAL FOR SUBDRAIN,DOWEFg3TENING PLATESTHE LONTRgCTOR WILL BE PNO TIE WNTRACT UNRPRICE r132 PER EACH LIMESTONE WML SEGMENT. BUCK WAWK MINI PMKBTORY WALL THE WORK SHMLINCLUDE NL MATERALS,IABORANO EOUIPMEM REQUIRED TOFABRIPNDERECTTHELMESTONE STORY WALLINDICATED IN THE DRAWINGS. WHICHINCEUDESMD IS NOT LIMITED TO FOUNWTIW MO STEM WNL. CMUGOIMESTONEVENEERMDMICHORS. LIMESTONE CAP BLOCK PNDSTORY WML CONTENT. THE CONRNCTOR WILL BE PNDTHE CWTMCT UNIT PRICE FORCMNTOX 6TREET 8TORY WALL THE WORK SHALL INCLUDE MLIMTERNL$, LPBIXi MDEDUIPMEM REWIREDTO FABRICATE AND ERECT IMESTONE STORY WALL INDICATED IN THE pRAWINGS.WHICH INCLUDES Mp1&NOT LIMBED TO FOUNDATION AND STEM WMLCMU CORE LIMESTONE VE RAND ANCHORS, LIMESTONE CAP BLOCK MO START WALL CONTENT. THE CONTRACTOR WILL BE PAID THE CONTPACT UNR PRIDE FOR EACH. TO COMPLETE THE WORK ESTIMATED REFERENCE INFORMATION S REM NO DESCRIPTION wrzazDfr ro99 DD PAYMENT TYPE F. 6 CN PAVER WITH ASPHALT BETTING BED AT EMSTNG VAULT 093a2017 100%W SEE DETAIL fiR301. REFER TO NOTES ON MATERIALS PIAN SHEETS L131-123 FOR LOGTION, QDANTITY, COLOR. AND PATTERN. THIS WORK SWLL COMER OF 11r THEINSTMUTON OF PAVERS. AS 6HOWN.INCIDENTM TO THIS ITEM IS THE CURING OF pgVER3,SMDSETTNGBPoAS SHOWN ON L OUq�11P! lzlzamtr ION60D FOR PAVERS FOR WHICH PAYMEM WILL BE MADE IS THE NUMBER OF$WMEYARDS OF INSTALLED PAVERS AS ACCEPTED BY THEC RR�YIE 011211 BID SET PAVERS SHALL BE PAID FOR AT THE CONTRACT UNIT PRICE PER SOUMEYARD. THIS PRICE SINCE TIE FULL COMPENSATION FOR �p EWIPMEM, TOOLS. AND INCIDENTALS NECESSMY TO COMPLETE THE WORK PAVEMENT TYPE G, GRIIHIIE PAVER AND URDU SETTING BED SHEETS I -I n FOR 11 119 GRANITE PAVER310.S SHOWN ON DETAIL SEE G014 FOR FOPR GRWRE SCHEDULE THE QUANTITY FOQUANTITY. VRVERS FOR WHICHP YME��TM.�Tj9A�T NII OF SQUARE YARDS OF INSTALLED PAVERS AS ACCEPTED BY THE CRY ENGINEER. THE REM PAVERS SHALL BE PAID FORAT RPMCE SQUARE FEET. THIS PRICE SMALL BE FULL COMPENSATION FORALL INTERNES, TABOR AI0 EGUIPMEM, TOOLS AND INCIDENTALS NECESSARY TO COMPLETE THE WORK PAVER EDGE RESIPAINTATPIANTINOARFA 10.25 IN. X 91N. %a IN.OpLVpNItE08TEELMBLE ) 119 SEE DETAIL NL501. THE CONTMCl00. WILL BE PAID THE CONTRACT UNIT PRICE PER EINEM FOOIOWA CITY T. 1. PAYMENT TYPE B. 81N. INTEGRAL COLORED CONCRETE AT WEATHER DANCE FWMMN SEE DETAIL INLSDI. REFER TO NOTES ON MATERIALS PLM SHEET LIY2 AND JOINTING PIAN SHE FOR LOCATION MDQUANTItt.THE CONTRACTOR SHALL PERFORM ALL REWIRED DUTIES OF CERTIFIED PIANT INSPECTION AS DEFINED IN MLE (DOT STANDARD SPECIFICATIONS, ALSO WCLUDED 1211 WITH THIS REM IS EXCAVATION TO PLACE FORMS MO PAVEMENT AT REWIRED ELf NS. FORMING, SUPPLY AND PLACEMENT OF FINISHING OFCWCRETE MDJOIMINO ASSNOWN ON PLMSAND DETAILS. THIS ITEM SWLL INCLUDEA EGRAL COLOR PER SPECIFICATION 03330 COLORED CONCRETE FINISHES. AR THE CONTRACTOR WILL BE PND THECWTPAGT UNIT PRICE PER SDU D. EXCAVATION TO SUBGRADEINLIDENTM. PREPARATION AND COMPACTION OF MODIFlED SUBBASE PAID UNDER SEPARATE REM. THE CONTPACT USE MATURITY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PCC PAVEMEM PER IOWq (DOT LM.3B3 (ESTIMATE OF PORTUWO TFT CONCRETE STRENGTH BY MATURitt METHOD). PCC STEP SEE DETAIL fiR501. REFER TO NOTES ON SPLM SHEETS L121-123 FOR LOCATION MDQLIWifR.THE CONTRACTOR SHALL PERFORM qLL REWIRED DUTIES OF CERTIFIED PLANTINSPEC AS DEFINED IN THEMPLLCPBLE (DOT STANDARD SPELIFICATIWS. MSO INCLUDED WITH THIS REM IS EXCAVATION R1 TO PIACE FORMS AND REWIRED ELEVATWS,FORMING. SUPPLY MDpLACEMEM OF FINISHING OF CONCRETE AND JOINTING AS SHOWN ON UNS AND DETAILS. THE RAGTOR WILLBE PAIDTHECWTRACT UNIT PRIDE PER EINEM FOOT. EXCAVATION TO SUBGRAUE INCIDENTAL. PREPANATION P=AN AND COMPACTION OF DIETED SUB845E PAID UNDER SEPARATE ITEM. THE CONTRACTOR SHALL USE INNRRT METHOD OF TESTING TO DETERMINE THE STRENGTH OFT CC PAVEMEM PER IOWA (DDT LM.383(ESTNNTE OF PIX3TAND CEMENT CONCREFE STRENGTH BY MANRItt METHOD), PCC GV PEC 3 TAIL 14IL501. THE UNIT PRICES FOR THESE RENS WILL BE PAID BASED 011 THE NUMBERW�INEM FEET OF CURB ttPECPER PLANS MODETAR.THE 122 NTNCTOR SHALL PERFORMALL REQUIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE APPLICABLEIWTSTM0.4RD SPECIFICATIONS. THE CONTRACTOR WILL BE PAID ME COMPACT UNIT PRICE PFR EINEM MOT. EXCAVATION TO SUBGRADE INCIDENTAL. PREPA0.ATONMO COMPACTION OF MODIFIED SUBBASE PND UNDER SEPARATE REM. THE CONTRACTOR 8HALL USE IMTURTIY METHOD OF TESTING TO DETERMINE THE STRENGTH OF THE PLC PAVEMENT PER IOWA TOOT I.M. 393 (ESTIMATE OF PoRIIANO CEMENT CONCRETE STRENGTH BY MATURITY METHOD). TIIENCH ORgIN qT WEATHER WNCE FWNTgIN 123 SEE DETAIL 191501. THIS REM WILL BE MEASURED BY THE FOOT. BETWEEN THE LONGITUDINAL. ENDS OF THE TRENCHDMIN HONG THE PAVEMENT SURFACE. AS INSTALLED. MSTALUTIOX OF SALVAGED LIMESTONE PLANTER WALL INSTALL CLEANED AND SALVAGED LIMESTONE PWITER WALLS PER PIANSMD DETNLS.ITEM INCLUDES SMVAGEDMT WALL PIECE tBC, 18o AND 18E, SEE 124 G011.G013 LIMESTONE WALL SCHEDULE. THE CONTRACTOR WILL BE PAIDTHECWTMCT UNIT PRICE FOR EACH SEGMENT OF LIMESTONE PLANTER WALL.UNR PRICE INCLUDES. BUT ISNOT LIMITED TO, PUKING LIMESTONE UNITS, 6UBD0.NN, PoRWS BACKFILL MATERIAL FOR SUBD0.AIN, DOWELS, RODS AND FASTENING PLATES. PGG BANG AT STAGE � Ptt BAND AT UNIT PAVERS � RAISED PLC BMD AT STAGE F PCO WIDE AT SNARE PATO SEE SHEET L410 AND DETAIL 1&ESDI. THE UNIT PRICES FOR THESE ITEMS WILL BE PAID BASED ON THE NUMBER OF SQUARE YARDS OF PORTLAND CEMENT GWCRETE PAVEMENTS CWSTRUCTEDAT THE SPECIFIED WIDTHS AND MK:KNESSES. THE CONTRACTOR SHALL PERFORM ALL REQUIRED DUTIES OF 125 CERTIFIED PWNT INSPECTION AS DEFINED IN ME APPLICABLE IOOTSTMDAPo SPECIFICATONS.MSOINCLUDED WITH THESE ITEMS IS EXCAVATION TO PUCE FORMS MO PAVEMENT AT REQUIRED ELEVATIONS, FORMING, SUPPLY, PLACEMENT AND FINISHING OF CONCRETE. EXCAVATION TO bUBG0.A0E INLIDEMPL THE CONTRACTOR SHALL USE MATURITY METHOD OF TESTING TO DETERMINE TIE STRENGTH OF THE PCC PAVEMENT PER IOWA (DOT I M.3031ESTIMATE OF PORTLAND CEMENT CONCRETE STRENGTH BY IMNRTTY METHOD). PCC STAR THE WORK SHALL INCLUDE ALL EMTHWORK AND SUBBASE MOR TO IN5rMUTON OF EACH CONCRETE STAIR SECTION AS DESCRIBED ON SHEET LSD4. THE 128 CONTRACTOR SNAIL PERFORM ALL REWIRED DUTIES OF CERTIFIED PLANT INSPECTION AS DEFINED IN THE MPLIGABLEIWTSTMDARD SPECIFICATIONS. THE QUANTITY FOR THIS ITEM FOR WHICH PAYMENT WILL BE MADE IS EACH SET OF CONCRETE STAIRS INSTALLED AND ACCEPTED BY THE CITY ENGINEER TIE ITEM NCRETE STAIR SHALL BE PAID FORATTHE CONTRACT UNIT PRICE PER EACH. THE PRICE SMALL BE FULL COMPENSATION FOR qLL MATERNLb, LABOR AND E MENT,TWIS AND INCIDENTALS NECE3B4RYTO COMP( ETE THE WORK PCC ST DRNL TN MDIN INSTALLATION OF OF ORWJAEMM FAILING AT LOCATIONS INDICATED ON PLAN SHEETSMOTS THIS WORKS INCLUDE FABRICATON.FOWOERCOAIO 5 127 SHOWNWSHE .THE OVANTITT FOR THIS REM FOR WHICH PAYMENT WILL BE MAINE IS THE NUMBEROF EINEM FEET INSTALLED MO ACCEPTED BY THE CITY ENGINEER. MI MSHgLL BE pgIp FORATTHE CONTRACT UNIT PNCE OF LINEAR FEET. THIS PRICE SHALL FULL COMPENSATION FORME MATERIALS, LABOR MO EOUIPM LS AND INCIDENTALS NECESSMYTO COMPLETE THE WORN. GPANRE STEPS NIDOMM Tf-0RM SEE INTERNES PUN 122- LOCATION LOCATON ANO pUAMItt. THIS WORKSHPll CONSIST OF THE PIRCHASING OF THE GRANITE AND INSTALLATION OF 129 GRANRE STEPS MD GRANITE PU PS SHOWN ON SHEET L4p6 AND DETAIL 1IL001. THE QUANTITY fORGRANITE STEPS FORWHICH PAYMENT WILL BE MAGE IS THE NUMBER OF 60UARE FE INSTALLED GRANITE STEPS AS ACCEPTED OY THE CRY ENGINEE0. THE REM SHALL BE PND FOR AT THE CONTRACT UNIT PRICE PER SQUMEFWT. THIS PWC BE FULL COMPENSATION FOR qLL MATERIALS, TABOR AND EpU1PMEM, TOOLS MDINCIDENTMb NEGE565RY TO COMPLETE TIE WORK. GUTTING OF EXISTING DMEBTONE PLANTER WgLL LES THE CONTRACTOR WILL BE PND THE CONTR4CT UNITP FOR EACH SQUARE AND STRAIGHT CUT. LIMEBTWEWALL PIECES ARE 121N. TNICN, WIGHT AND LENGTH VARIES. LIMESTONE PLANTER WALL, NEW LIMESTONE FURNISH AND INSTALL LIMESTWEPUNTE0. WALLS PER PUNS ANDDPLAICE INCLUDESMID IS NOT UNITED TO, FURNISHING MDPIACING LIMESTONE UNITS. PORWSBACKFILL MATERIAL FOR SUBDRAIN,DOWEFg3TENING PLATESTHE LONTRgCTOR WILL BE PNO TIE WNTRACT UNRPRICE r132 PER EACH LIMESTONE WML SEGMENT. BUCK WAWK MINI PMKBTORY WALL THE WORK SHMLINCLUDE NL MATERALS,IABORANO EOUIPMEM REQUIRED TOFABRIPNDERECTTHELMESTONE STORY WALLINDICATED IN THE DRAWINGS. WHICHINCEUDESMD IS NOT LIMITED TO FOUNWTIW MO STEM WNL. CMUGOIMESTONEVENEERMDMICHORS. LIMESTONE CAP BLOCK PNDSTORY WML CONTENT. THE CONRNCTOR WILL BE PNDTHE CWTMCT UNIT PRICE FORCMNTOX 6TREET 8TORY WALL THE WORK SHALL INCLUDE MLIMTERNL$, LPBIXi MDEDUIPMEM REWIREDTO FABRICATE AND ERECT IMESTONE STORY WALL INDICATED IN THE pRAWINGS.WHICH INCLUDES Mp1&NOT LIMBED TO FOUNDATION AND STEM WMLCMU CORE LIMESTONE VE RAND ANCHORS, LIMESTONE CAP BLOCK MO START WALL CONTENT. THE CONTRACTOR WILL BE PAID THE CONTPACT UNR PRIDE FOR EACH. genus j landscape architects ] 325 FAST Sm STREET DES MOINES. R 50309 T sIs zea TOIo W W W.GENUS-LA.COM ARCHITECT NEUM4NN MONSON ARCHITECTS 221 EAST COLLEGE STREET, SiE.303 IOWA CRY, IN 52240 P 319.33611718 CWILENGINEER SHOEMAKER 8 WWAND 160 HOLIDAY ROAD caRuvaLE, w 52241 P 319.351.7150 ELECTRICAL 6 TRAFFIC 61GNALUATION SRF CONSULTING ONE CML.SON PARKWAY NORTH, S7E.1W MINNEAPOLIS, MIN 'dN41d443 P163415.0010 STRUCTURAL ENGINEER RAKER RH W EB ENGINEERING 122 E. WASHINGTON 57REEF, STE.B IOWA CITY, w52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 279 N4VN STREET SE, SIE 200 MINNEAPOLIS, MN 55416 P 672.339.5958 IOWA CITY, w mw 01 wrzazDfr ro99 DD 02 093a2017 100%W 03 1a1812017 5014CO IN lzlzamtr ION60D 0!1 011211 BID SET a/ENIPN/S5 ESTIMATED REFERENCE INFORMATION 1HIXM 2Rl'N1B 3:34 PM genus [ landscope =hifects 325 EAST SIN STREET DESIMC)INES.LA 50309 I SIS 284 1010 WWW.GENUS�.COM ARCHIIIECT NEUMANN MONSON ARCHITECrS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY R52240 P 319.3387870 CIVIL ENGINEER SHOEMAKER & MALANG 160 HOLIDAY ROM CORALVILLE, IA 52241 P319351.750 SRF CONSULTING ONECARi-SONPUNWAYNORM STE, 150 MINNEAPOLIS, MN 5074443 P 7630SO010 STRUCTUMENGINEEIR RAKER RHODES ENGINEERING 122 E. WASHINGTON STREE r, SM B IOWA CITY, Lk 52240 P 319.333.7850 UGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, SM. M MINNEAPOLIS, AN 55414 P 612,339 5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, [A 01 MM17 TM DO w WSGOKHT IM% DO 0 U)MBAMIT 5016 CD III IV2W2017 10]941 CD BE OWW018 610 SET OCIEHIMISS — ESTIMATED REFERENCE INFORMATION G009 ESTIMATED REFERENCE INFORMATION ESTIMATED REFERENCE INFORMATION OPENING, DESCRIPTION OPENING DESCRIPTION PETAREA IRRIGATION SYSTEM 170 ALL COSTS, LABOR AND MATERIALS TO FURNISH AND INSTALL A WGIRMUNG IRRIGATION SYSTEM SHALL BE PAID ON A I LODES Fe NIS WOW SHALL INCLUDE FURNISH AND INSTALLAIDDN FOREVER LAWS K9 GRASS WITH AGGREGATE BASE AT LOCATION INDICATED ON SHEET LIV. SEE in DETAIL WLSD5. THE QUAMW FOR MIS ITEM FOR WHICH PAYMENT WILL BE MADE IS THE NUMBER OF SQUARE FEET INSTALLED AND ACCEPTED BY WE DOW RPZ, INSTALLATION OF METIER. ENGINEER. ME WILL BE PAID ME CONMAU UNIT PRICE PER SQUARE FOOT. MIS PRICE SHALL INCLUDE FULL COMPENSATION FOR ALL MATERIALS, LABORAND EQUIPMENT.TOOLSANDINCIDEWAI-S NECESSARYTO COVIKETE THEWORK 171 I VENCL�RE. IRRIGATIONSYSTEM 311CINVIDSCHEWLEWSLEEVE 19 1 DETECTABLE SAUDI POUIPES. CAST IRON ME CONTRACTOR VVU- BE PAID ME OONllRkCT MIT PRICE PER LINEAR FOOT. in WATIMMIG MR PLANTS ME LUMP SUM PRICE FOR MIS WI SHALL INCOUDE MOSILIZAVION. UNBOR. MATERIALS. AND EQUIPMENT ANWIF -njfftbt-* FURNISH AND INSTALL TRUNCATED DOMES ON CONCRETE BASE PER DETAILS. THE QUAWITY FOR CAST RON TRUNCATED DOMES FOR WHICH PAYMENT SHALL BE IMAGE IS WE NUMBER OF SQUARE FEET OF INSTALLED CAST IRON TRUNCATED DOMES AS ACCEPTED BY ME CITY ENGINEER. ALL LABOR. EQUIPMENT. AND TOOLS REQUIRED FOR CUTTING DART RON MUNCATED DOMES SHALL BE CONSIDERED INCIDENUAL. DETECTABLE WARNING PUMS ARE TO BE PAINTED) BRICK PER 32 93 W, PE 32 SITEAMENIMES RED, CLEAN AND REGROUT AT WEATHER DANCE FOUNTAIN V`AN-­AVEl NYS CLE UTTER RECEPTACLE, LANDSCAPES FORMS, W�MOM r i - t Y QL E Rx "A' WFE 1-3p.U. FE4.oRWl..Tr.NCLUDES ALL MATERIALS AND HABOR AND EQUIPMENT REQUIRED TO CLEAN AND REGROUT GRANITE PAVER JOINTS AT W�WERDAN. F I I in THIS WOW INCLUDES PURCHASINGAND INST&UTION OF SIM FURNISHINGS. THE QUANTITY FOR THAL EPA TOLNMP Nl� ESLEITEMSOF NUMBER OF EACH FURNISHINGS INSTALLED ANDACCEPTIED BY ME CITY ENGINEER. MESE 17�1$ Sli C O� EACH. "N, WANTS STEPS AMID GRANDS PLATFORM FOOTNG ME PRICES SHALL BE FULL COMPENSATION FOR ALL MATERIALS, LABOR AND EQUIPMENT, TOOLS AND INCIDENT�BSESXMRYTOXCOMPLETE THE WOW-� in DOES ALL MCAVATING AND BACKIII-I-ING REQUIRED FOR CONSTRUCTION OF ME POCTINGI THIS WOW SHALL CONSIST OF ALL EARTHWORK. CONCRETE ED K� CONCRETE PLACEMENT AND REINFORCING AS INDICATED IN ME CRAVINGS. THE CONTIFUNCIOR WILL BE PAJO ME COMPACT UNIT MICE PER CUBIC Y �MSANDTMUS IT'Ll" THIS WORK INCLUDES PURCHASING AND INVAJ-UTION OF SITE FURNISHINGS. THE QUANTITY FOR THESE ITEMS FOR WHICH PAYMENT NUMBER OF EACH FURNISHING& INSTALLED AND ACCEPTED BY THE COW ENGINEER. THESE TPEJM SHALL BE PAID FORAT THE C CT UNIT ��It — LIGHT Pom ?bQpNG ME PRICES SHAUL. BE FULL COMPENSATION FOR ALL MATERIALS. LABOR AND EQUIPMENT, TOOLS AND INCIDENTALS NEC TO COMPLETE ME WORK 137 FOOTING FOR PEDESMIAN AIND ROADWAY LIGHTS PER P.$ AND DETAILS. (COMPLETE) INCLUDES BE, SA. SAl. SA2. So, Sol FoUES. PURN= D P^Q� D UNIT E INCI I DE9 IS NOT LIMITED TO, REINFORCEMENT, CONDUIT PER DETAIL �. ME CONMACTOR WILL BE PAID ME COMMACT UNIT MICE FOR EACH. SICYCL-E MON. TYPE A & 8 ITS MIS WORK INCLUDES PURCHASING AND INVALIDATION OF SITE FURNISHINGS THE QUANT TY FOR TH EMS FOR WHICH PAYMENT WILLM IMAGE IS ME NUMBER OF EACH FURNISHINGS INSTALLED AND ACCEPTED BY THE CITY ENGI M ITE BE PAID FOR AT ME CONTRACT UNIT MICE OF EACH. PAVEMENT MURKINIM r THE PRICES SHALL BE PULL COMPENSATION FOR ALL MATERIALS. LABOR AND r AND INCIDENTALS NECESSARY TO COMPLETE ME W(nK. in ME UNIT PRICES FOR THIS ITE BEER OF STATIONS INSTALLED BASED ON A 4 IN. WIDTH AND THE NUMBER OF SYMBOLS AND CU�IL- BEPAiD BASED ON THE NUM LEGENDS PUCED WOW IN __ AL OF OLD MARKINGS AS APPLICABLE. FREE WOW. I-AYOUT, SUPPLY AND PLACEMENT OF EPDXY PAINT AND GLASS BEADS AND PROTECTION DURING CUN4COUT MUST BE APPROVED BY ME CITY ENGINEER IDOT SUPPLEMENTAL SPECIFICATION 2W WILL �Rhl THIS ITEW WAYMNINNO MOSK 179 THIS ITEM tNCLUDESALL MATERIALS, CAROR� AND EQUIPMEW REQUIRED T —T—THE WAYFIND.140 KCSK INDICATED IN ME DRAWINGS, WHICH INCLUDES AND IS NOT UNITED TO THE KIOSK ED INAT ON WITH QI.ALlW MANUFACTURING ON THEIR INSTALLATION OF ME UPPER OD G M'SWOWNCLUDESC ,I? METAL KIOSK CABINET AND INTERIOR U.%NG W'�'TGNI URNISHINGAND INSTALLATION OF CAST STONE VENEER EASE MCLUDINGALL- ATTACHMENTS AND HARDWARE. CAST STONE BASE TO BE P FROM EDWARDS CAST STONE COMPANY TEL (SISDR56-0635, ME CONTRACTOR WILL BE SCIREIENATTRANSFDRMER In THE LUMP SUM PRICE FOR NIS ITEM INCLUDES TGRLALS� LABOR, AND EQUIPMENT REQUIRED TO FURNISH AND INSTALL WE SCREEN AT TRANSFORMER ,WRC4ASED PAID THE UNIT PRICE FOR EACH. QUALITY MANUFACTU5MIS"LEL (515)3314M, PER THE DRAWINGS, WHICH INCLUDES MU IS N ��kED TO All- ATTACHMENTS. HARDWARE AND FOOTINGS. PAVERIGRATE SYSTEM, PRONSIMM LIMESTONE BEACH AMID FOOMING THIS WORK INCLUDES PURCHASING AND I UND" SUSPENDED PAVEMENT TYPE MEE GMTE& ME CUMMITY FOR THESE ITEMS FOR MICH FAMEW OF 140 INDICATED THIS WORK INCLUDES ME PURCHASING AND INSTALUTIO UMESTONE BENCH AS IN ME DRAWINGS. WORK INCLUDES CUTTING, LEVELING AND AS REQUIRED. AND INCLUDES ALL EXCAVATOR D SAQNFLUENG REQUIRED FOR CONSTRUCTION OF ME FOOTING� WE CONTRACTOR WILL BE ON IN WILL BE MADE IS THE NUMBER OF EACI VPALIED AND ACCEPTED BY THE CITY ENGINEER. THESE ITEMS SHALL BE PAID FOR AT ME COMPACT k;� =EE GRATE IN UNIT PRICE OF EACH. THE BE FULL COMPENSATION FOR ALL MATERIALS, LABOR AND EQUIPMENT. TOMS AND INCIDENTALS NECESSARY TO PAID WE CONTRACT UNIT PRICE PER UNFAIFF� FOOT. COMPLETE THE WORK. PR�l INSTALLATION OF NEW LIMESTONE ART WALL AT WEATHER DANCEIRUNIUMN SPECIALTIES.VAIATS 141 THE LUMP SUM FOR THIS ITEM INCLUDES ALL MATERIALS, LABOR AND EXOPMENT REWIRED TO FURNISH AND INSTALL THE LIMESTONE ART Wfl�$ AT — VAULT: 103 !'J�LEGE DEMO EXISTING VAULT WALLS DOWN PER PLANIS, END. AND ABANDON WEATHER CANINE FOUNTAIN PER ME DRAWINGS. WHICH INCLUDES AND IS TUMITED LIMESTONE UNITS. POROUS BACffILt. FOUNDATION. 181 L SUM PRICEFORTHIS ITEM INCLUDES ALL MATERIALS. LABORAND EQUIPMENT REWIRED TO DEMO WALLS DOWNPERFUNAND FIU-VAULTPERTHE E NCN :T INSTALLATION OFSAJUVAGED �ESTOMEMTW���THERMNCE ftQNTOM PIECE WE . SEE STRUCTURALSHEETSUL. S I _�.Ln 142 THISITEM INCLUDESALL MTERIALS. 1ABOR AND EQUIPMENT REQUIRED TO FURNRKAND INSTALL THE SALVAGED LIMESTONE ARTW�USATWExM RAC ON M= FOUNTAIN PERTHE DRAININGS, WHICH INCLUDES AND IS NOT LIMITED TO LIMESTONEIIII POROUS BACKFILL, FOOTING. THE CONT T WILLBEP CONTRACT UNIT PRICE FOR EACfL in VAULT 132 S. CLINTON DEMO MOVING VAULT WALLS DOWN PER PUNS, FILLANDASOUNDKOM THE LUMP SUM PRICE FOR NIS ITEM INKOLUDES ALL MATERIALS, LABORAND EQUIPMENT REWIRED TO DEVICHINM-1-5 DOWN PER PLAIN AND Fla VAMT PER ME PUN S. S E E STRUCTURAL SHEET SI 0 1 � WATERPROOFING VAULT' JEFFERSON BUILDING VAULT DEMO EXISTING VAULT WALLIS ONION PER PUN INMWAMMWRNGAT�EE�Y in TH E LUMP SUM MICE FOR THIS ITEM INC LUDES ALL MTERVOLS, LABOR AND ECOU IPMENT REWIRED TO DEW WALLS DOWN PER PLUN,l. $BE VRUcTMA- SHEET SIM. in ME CONTRACTOR WILL BE PAID ME CON TRACT UNIT MICE PER SQUARE FOOT. COViDSCAPING VAULT: 115 E. COLLEGE SMUCTUROUL REPAIRS ME LUMP SUM PRICE FOR THIS ITEM INCLUDES ALL MliEFIALS. LABORAND EQUIPMENT REQUIRED TO REPLUACE DAPAVIED PORTION$ OF WE EXISTING VAULT PER ME PLAINS AND SPECIFICATIONS AND INCLUDES, BUT IS NOT LIMITED TO DEMOLITION. MATERVJ- DISPOSAL, REPUCEMENT OF EXISTING STEEL FRAMING AND ROOF DECK. SEE STRUCTURAL SHIEST S101. AMONG MINSK) P� SOILLS ["PLY FERTILIZER MR �UF�MV RECOMMENDATIONS I U14 THE LUMP SUM FOR THIS WOW INCLUDES ALL LABOR, MATERIALS AND EOUIPMENT NECESSARY TO INSTALL SOIL A IS D EMS IN 9�!LAWINGAREAS �TUR - RED NDED RATES. 'TV AS INDICATED ON ME PLAS115. SOR. AMENDMENT AT EXISTING TREES BALANCED PERTILEER 12-12-12 , URM PLAINTING ISSUE; C01- US 6 E WAT E It P NO 0 F I N 0 VF" LLTU 145 THIS WORK INOULIDESALL LABOR MATERIALS AND EQUIPMENT NECESSARYTO INSTALL PUNTING SOL PER THE PLANSAIND DET141_S TO A DEPTHAS NOTED ON �l Flp8WE AID M FOR THIS 17'ENI INCLUDES ALL -MATERIAL, LOBIGIRAND EQUIPMENT REQUIRED TO INSTALL WATERPROOFING SYSTEM. ALTERNATE I . PERMANENT STAGE CANOPY AT WEATHER DANCE FOUNTAIN THE DRAWINGS UNLESS OTHERWISE NOTED. NIS ITEM WILL BE PAID BASED ON PICAN QUAMITY OF CUBIC YARDS OFPL-ANTINJG URNISHED AND SPREAD ..'Q TREES. FURNISHED AND INSTALLED N., PERMANENT STAGE CANOPY AT IMEATHER OUNCE POMEAIN I I'VL152 REFER TO PLAINS FOR LOCATION, QUANTITY, SIZE AMID GENLISLSPECIES. THIS WORK INCLUDES ALL UBO MA TO INS SHOWN ON THE PLAINS. THE CONTRACTOR SHALL TAKE CARE TO INSITAULL AND MININTAIN TRIBES IN A S I. T P1 ONT SHOULD BE STAKED IN THE FIELD FOR APPROVAL PRIOR TO INS By THE E ARCHITECT. LOCATION ADJUSTMENTS TON M=UE T - EARCHI T NECESSARY, CONTRACTOR SHALL PROVIDE A ME YEAR RE"=MENT WAR D.D. Wl"�Z ED AND ACCEPTIE D BY ME UNDSCAPE ARCH I T. TF� RING OF I WE CONTRACTOR WILL BE PAIDTHE UNIT PRICE FOR EACH. THIS TEM INCLUDES FtJSNISqdd`AND INSTALLATION OF GATDR SAM FOR THE WATERING OF I TREES. THE CONTRACTOR WILL RE PAID ME CONTRAGT UNIT PRICE FOR EACH CATO G INSTALLED. INCLUDED IN THIS PRICE IS THE FILLING OF THE GATOR INELUMP SUM PRICE FORTHIS ITEM INCLUDES ALL MATERIALS. CABOR, AND EQUIPMENT REQUIRED TO FABRICATE AND ERECTMEADDRIONIAILEOCTEMOF URUCTU�CONCR�FOUN�TIONSTARnNGW�IN121N,OFT�OFCONCR�PAVIWATFMTMIK��OPYANDEWIRE��SMUMRE ABOVE GRACE AS INDICATED ON WE DRAWINGS AND SPECIFIED IN SECTIONS 03 SIT DID, SOO 12 W. 0 31 W. BE 53 0. w 75 So. AND 10 73 16. MICH INCLUDES AND IS NOT ILMITED TO LIGHTING AND BANNER RIGGING. ALTERNATE 2, SUCK HAWK MINI PAIRS SHADE STRUCTURE BUCK HAWK MINI PARK SHADE STRUCTURE BASE 1-2 TIMES PER WEEK PENDING RNNFA� AND WEATHER CONDITION SHRUM. FURNISHED AND INSTALLED THE LUMP SUM PRICE FOR THIS ITEM INCLUDES AU- MATERIALS, LABOR, AND EQUIPMENT REWIRED TO FABRICATE AND ERECT THE ADDITIONAL �141` OF 187 STRUCTURAL CONCRETE FOUNDATION STARTING WININ 12 IN. Of MR OF CONCRETE PAVING AT FOOTPRINT OF � AND ENTIRE SHADE STRUCTURE E GRACE AS INDICATED ON THE DRAWINGS AND SPECIFIED IN SECTIONS 0 SO N. W 12 W. 0 31 Ml M 75 DILL AND 07 Q 43, MICH INCLUDES AND IS NOT 1 %10. lV21 D T 0 L I G Hill IN 0 AN D IS ILIUM REFER TO PUNS FOR LOCATION, QUANTITY. SIM AND GENUS -SP CLUDES ALL LABOR, MATERIALS AND EQUIPMENT TO INSTALL SHRUM, AS OINTL - - I =U IN ION= . H TO D BE I IN SHOWN ONTHE PUNS THECONMACTOR SHALLTAKECARET EC'ESPNE NK ' A STRAIGHT AND UPRIGHT POSITION. PLANT MATERIAL SHOULD BE STAKED IN THE FIELD FOR APPROVAL PRIOR TO INS KIN AS DIRECTED BY ME UNDSWE ARCHITECT LOCATION ADJUSTMENTS MY BE AILTERWOHE 3. NEW F UNIT PAVERS NECESSARY CO�JTRACTORSHALLPIRDVIDEAMEYISORREPIJ FNTWARRANTYONAU RHR"R��'NVAI�OMDACCEPTEDBY�E�DSCAPE ARCHITECT THE CONTRACTOR WILL BE MID ME UNIT PRICIEP PERES NIALS, FURNISHED AND INSTALLED in V 0 PAVERS I DEDUCT BASE BID ITEM 15 1 �FB 159-161 THE UNIT PRICES FOR THESE ITEMS WILL BE PA D ON THE NUMBER OF PERENNIALS PLAtJTED FOR EACH TYPE CLASS AND SEE SPECIFIED, IN LOCATIONS MARKED BY THE I HIT . INCLUDED WITH THESE ITEM IS FURNISHING. DELIVERY. STORAGE, PREPAUIATION, PUNTING AND HIF D E DID C T BAS I Dff 15 REMOVAL OF UNIT PAWIft, C61�� MANITERAINCEANDWARRANI CONTRACTOR WILL BE PAID THE UNIT PRICE FOR EACH, THIS ITEM INCLUDES REMIDVAL� EMARE TO BE REMOVED BY HAND OR BY EQUIPMENT THAT WES NOT DXMASOE UNIT PANTERS. THIS ITEM PAW GROUNDCOVER, FURNISHED AMID INSTAL�K 189 INCLUDES DISPOSAL OF ANY GAVAUNIT UTP VERS.=RMPE 3 WOW INCLUDES CLEA11ING OF UNIT PAVERS. PAU-IETEING TO PLAUDIC PALLETSAND OR AV SO TEA �PAVCEl DELIVERING TO CITY LOT K 6 MCCOL PAVERS WILL BECOME THE PROPERTY OF THE COW OF IOWA CITY. MIS ITEM INCLUDES SUBSICAll REMOVAI, ALL '��COL 'A' TH ONO BOTH ROD A KMA, ME C OR WILL BE PAID THE CONTRACT UNIT PRICE PER SQUARE YAM. I TH EC IU -166 __MD M ED, IN P THE UNIT PRICES FOR THFSE_��D 5 W BASED ON THE N LOCATIONS MARKED BY THE I I F IN THESE ITEMS IS FURNISHING, DELIVERY. STORAGE. PREPARATION, PLANTING AND VSE'A,RCHITECT. INCLUDED WUMBER OF MINUNDCOVER PICAMED FOR EACH TYPE, CLASS AND SEE SPECIN MINTENANCEANDWARRNNTYAS ECIFIED�ECON�CTORWIUBEPNO�EUNUPMCEFM�CH. ED BULBS, FURNISHED AND NnAdED IV -IN WE UNIT PRICES FOR THWEF ITEMS WILL BE PAID BASED ON THE NUMBER OF BULBS PU&ITED FOR EACH TYPE, CLASS AND SIM SPECIFIED. IN LOCATIONS E ARCHITECT. INCLUDED WIN THESE ITEMS IS FURNISHING, DELIVERY, STORAGE. PIREPARA�TION. FUNDING AND MAINTENANCE AND MARKED BY ME LANDS E WAWAM`Y AS WE CONTRACTOR WILL BE PAID ME UNIT PRICE FOR EACH, MULCH 13 IN. M EBB, DOUBLE SWEDINED HAMMOND EIMER I IM) NIS WO ON, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL MULCH. FURNISH AND INSTALL MULCH IN AREASAS INDICATED ON LAIN MULCH MATERIAL SHALL BE APPROVED BY THE CITY ENGINEER BY VISUAL NSPECTIM Of� SAMPLE SUBMITTED ME CONTRACTOR P . TI.5.e E TOP WILL BE D WE UNIT PRICE PER CUBIC YANG OF MULCH DELIVERED AND INSTALLED. Me genus [ landscope =hifects 325 EAST SIN STREET DESIMC)INES.LA 50309 I SIS 284 1010 WWW.GENUS�.COM ARCHIIIECT NEUMANN MONSON ARCHITECrS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY R52240 P 319.3387870 CIVIL ENGINEER SHOEMAKER & MALANG 160 HOLIDAY ROM CORALVILLE, IA 52241 P319351.750 SRF CONSULTING ONECARi-SONPUNWAYNORM STE, 150 MINNEAPOLIS, MN 5074443 P 7630SO010 STRUCTUMENGINEEIR RAKER RHODES ENGINEERING 122 E. WASHINGTON STREE r, SM B IOWA CITY, Lk 52240 P 319.333.7850 UGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, SM. M MINNEAPOLIS, AN 55414 P 612,339 5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, [A 01 MM17 TM DO w WSGOKHT IM% DO 0 U)MBAMIT 5016 CD III IV2W2017 10]941 CD BE OWW018 610 SET OCIEHIMISS — ESTIMATED REFERENCE INFORMATION G009 325 EAST SIN STREET DESIMC)INES.LA 50309 I SIS 284 1010 WWW.GENUS�.COM ARCHIIIECT NEUMANN MONSON ARCHITECrS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY R52240 P 319.3387870 CIVIL ENGINEER SHOEMAKER & MALANG 160 HOLIDAY ROM CORALVILLE, IA 52241 P319351.750 SRF CONSULTING ONECARi-SONPUNWAYNORM STE, 150 MINNEAPOLIS, MN 5074443 P 7630SO010 STRUCTUMENGINEEIR RAKER RHODES ENGINEERING 122 E. WASHINGTON STREE r, SM B IOWA CITY, Lk 52240 P 319.333.7850 UGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, SM. M MINNEAPOLIS, AN 55414 P 612,339 5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, [A 01 MM17 TM DO w WSGOKHT IM% DO 0 U)MBAMIT 5016 CD III IV2W2017 10]941 CD BE OWW018 610 SET OCIEHIMISS — ESTIMATED REFERENCE INFORMATION G009 WWW.GENUS�.COM ARCHIIIECT NEUMANN MONSON ARCHITECrS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY R52240 P 319.3387870 CIVIL ENGINEER SHOEMAKER & MALANG 160 HOLIDAY ROM CORALVILLE, IA 52241 P319351.750 SRF CONSULTING ONECARi-SONPUNWAYNORM STE, 150 MINNEAPOLIS, MN 5074443 P 7630SO010 STRUCTUMENGINEEIR RAKER RHODES ENGINEERING 122 E. WASHINGTON STREE r, SM B IOWA CITY, Lk 52240 P 319.333.7850 UGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, SM. M MINNEAPOLIS, AN 55414 P 612,339 5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, [A 01 MM17 TM DO w WSGOKHT IM% DO 0 U)MBAMIT 5016 CD III IV2W2017 10]941 CD BE OWW018 610 SET OCIEHIMISS — ESTIMATED REFERENCE INFORMATION G009 G009 ALIGNMENT UNIT P CURB REMOVAL BEGIN STATION END STATION SIDE I LENGTH REMARKS CLINTON STREET CLNTON STREET START POINT 22020.76 21+30.18 Its 1 20+39.35 80.9 L 109.42 1 W4T.= 2521.15 21+3033 3 R 109.18 JUS LINN STREET AMELANCHIERSPP. N=61090.42 40+34.45 141.19.59 L 185.14 ALIGNMENT UNIT P PCC PAVEMENT 9" ND. STATION TO STATION STATION TO STATION AREA(Sy) REMARKS CLNTON STREET START POINT 1 120+"ST Its 1 20+39.35 80.9 20+4112 2 1 W4T.= N121Q1.60 12M6 2 21+01.50 3 21+047 W.12 191.3 JUS ALIGNMENT UNIT P S N0, STATION TO STATION (SY) REMARK& CLINTON STREET START POINT ENDPOINT 1 1 20+39.95 02 20+4112 -2802 jus S AIL 54 501 2 21+01.50 L1STREET 21+0.47 20+00.0 JUS ISEEDETAMINZI ALIGNMENT TABLE LINE NO. ALIGNMENT START LENGTH DIRECTION START POINT ENDPOINT SCIENTIFIC NAME 02 20+52.85 -2802 36.78 03 0+2461 L1STREET CLINTONN=61042446 20+00.0 575.0 N0°44'32.53+19 AMELANCHIERSPP. N=61090.42 04822 22.40 15.0 0 0+85.05 E=2177430.69 E=2177423.24 L2 COLLEGE 0+0.0 852.+1 NN' 18'0.M'E N=61040.46 N=610509.37 21.74 STREET 1+4530 MM E=2177429.72 E=2178201.90 -19.% DUBUQUE 11 1+88.0 23.63 a' N=610444.89 N=61140.49 L9STI -20.14 10+5.5 960.88 N0°43'1283NY EN E=2177829.32 U LINN STREET 40+000 150.5 1,0.51'0M'W 4=810433.92 N=010583.90 682.40 16 2+85.04 -20.31 682.54 E=217&243.29 E=2178241.0 TREE LIGHT POLE REMOVAMMA2 NO. STATION OFFSET 01 20+96.55 3600 SCIENTIFIC NAME 02 20+52.85 -2802 36.78 03 0+2461 1306 035 04 048.39 -Mm AMELANCHIERSPP. 0 04822 22.40 15.0 0 0+85.05 -20.11 037 0T 1+04.58 23.23 AMEIANCHIERSPP. 0 1+25.02 -20.14 21.74 0 1+4530 MM 10 1+64.90 -19.% 684.17 11 1+88.0 23.63 683.T2 12 2+05.19 -20.14 88324 13 2+26.0 23.41 884.21 14 2.4.B1 -20.0 0269 15 2+6520 23.58 682.40 16 2+85.04 -20.31 682.54 1T 3+0565 23.64 01.77 18 3+25.42 -20.08 W, -Ty 19 3+74.54 WAS 01.21 20 3+89.48 33.87 679.60 21 4+04.35 -20.40 01.27 22 4+10.69 WAS (0.28 747-- 4+32.54 -43.94 679.11IT 24 4+33.84 -08.47 801.71 25 4 5308 600.24 26 4+50.93 -23.0 679.45 27 4+81.11 ihs680.41 07 28 5+2383 22.0 678.97 29 5+24.87 43.22 4233 SO 5+5837 -23.27 678.% 31 SHISM MIR) 878.0 32 8+25.30 -09.53 678.47 33 6 5 41 2828 6T7.99 M 6+74.72 MIS 878.18 35 7+0166 MOT 070.20 0 T+28." 25W 6TTM 37 T+55.79 250 077.11 0 7+87.59 -31.15 618.78 0 7+88.55 25.56 676.4 40 11+43.30 2184 679]8 41 11+83.40 -2155 6020 42 11+13.24 2151 500.35 43 12+060 -21.92 692.83 14 12+23.15 14+74.88 WIN 45 12+73.64 13.5• 0 46 12+81.11 685.79 1.08 47 13+112.38 14+14.29 02.00 48 13+21.18 7.V 80.10 49 13.1.95 IN qNKGO BILOBA SO 343. IMILM.72 21.0 51 13+ 03 180' A.- 52 +62.23 603 ACER SACCHARUM 53 13+0163 8 .0 54 14+2207 MY I ' 70%00 W 96IM12017 TREE REMOVAL PAVEMENT MARKING LINE TYPES IN STATION OFFBEF ELEVATION SCIENTIFIC NAME 017 019 20.8.64 36.78 607.84 SYMMA SPP. 035 0+95.78 15.82 60606 AMELANCHIERSPP. 036 1+08.55 15.0 606.07 MIELANCHIERSPP. 037 1+15.0 13.91 606.02 AMEIANCHIERSPP. 42.V 00 0+96.44 21.74 688.02 AMEIANCHIERSPP. 040 2+55.72 -00.53 802.65 ACERXFREEMANII 050 2+73.81 -14.0 803.25 ACRE RUBRUM 02 2+1637 23.56 602.36 GLEDITSATRACANTHOS 053 2+94.48 20ST 603.10 IQUERCUSIRUBRA 18.1• 054 2+96.14 -00.82 603.27 QUERCUS RUBRA 14.7 055 2+0.09 2338 602.94 GLEDITSIATRMCANTHOS 2.0' 07 3+15.03 -00.74 01.48 PHELUCMNORONAMURENSE 162' 062 3+55.17 -21.29 60320 MENCUS RUBRA 20.0' 03 3+62.33 -1219 68238 MMUS 5M. 747-- 064 4+6921 44.07 8051 TILASPP. 150• 05 5+11.17 22.91 679.0 TILASPP. 4.3' 06 5+36.64 22.74 678.83 GLEDITSATRACANTHOS 29' 07 5+3705 43M 602.44 TILASPP. WV 00 5+9524 4233 67532 GLEDITSATRACANTHOS 4S OW 5+86.55 22.0 6T6.14 TILASPP. 6.1- U0 6+11.47 22.38 677.94 GLEDITSATRACANTHOS 35• 071 6+39.91 26.22 677.93 TILASPP. 43' OT2 8+80.51 26.31 878.43 TILASPP. 3T OT3 +11545 26.0 677.0 TILASPP. 5.3' 074 744263 25.91 677.41 TILASPP. 3.3' 075 7+0.45 04.71 676.80 SYRMGA SPP. WA 076 7+89.19 M.58 676.40 SYRINGA SPP. 114 10 14+12.25 01.0 03.74 OINKGOSILOBA 8.4' 10 14+74.88 "AS 688.00 GUERCUSRUBRA 13.5• 10 14+14.83 80.62 685.79 SYRINGA RET LATA 1.8' 13+10.37 14+14.29 MIS 685.79 SYRIN ETICULATA 7.V 112 13+92.15 0I.T1 683.47 qNKGO BILOBA 134• 115 IMILM.72 21.0 603.80 MALUS SPP. 180' 117 21.42 -20.0 603 ACER SACCHARUM Me 118 8 .0 3.70 MMUS SPP. MY 119 2 21.0 603.70 OUERCUS RUBRA 1B.0' 121 6 .01 .0 ACER SACCHARUM 8.4'10 11+94.14 ?12-23.111.N 11.94 68SYRINGA SPP. TV 131 2 01.72 fiW.43 ACER SACCHARUM &8'132 11+53.20 3 2126 III A SACCHARUM T.5'6 3+89.55 -7395 02.47 618.75 ACER UM 10.0' 1+1622 1 -71.60 01.OT CERCIS LANA IS 150'138 6 48.20 883.68 ACER GINNALA B.0' 139 3+9326 -20.94 02.78 QUERCUS RUBRA .2' 152 4+OT.12 420 881.57 TILASPP. 13 ' 70%00 W 96IM12017 TREE PROTECTION PAVEMENT MARKING LINE TYPES TREE IM STATION OFFSET ELEVATION SCIENTIFIC NAME MH 017 0+30.43 -17.08 69TA7 GINKGO BILOBA 110.3. 018 0+31.02 IBM 607.09 GINKGO BILOBA 152' 029 0+58.15 04.22 68603 GINKGO BILOBA 6.3' 030 0+57.93 23.31 88031 GINKGO BILOBA 7.2' 031 0+17.89 30.16 WAS PHELLODENDRON AMURENSE 15.6' 032 0+77.80 04.36 60.T6 GINKGO BILORA 13.0' 033 0+7824 22.09 686.18 AGER PI NTANOIDES S.I. 030 1+14.04 -Mn 686.76 OWZRCUS RUBRA 16.1' 0391+36.29 22034.00 40.18 685.0 QUERCUS RUBRA jillam 16 040 1+56.92 -19.95 SIAM QUERCUS RUBRA 13.1 041 1+37.19 23.39 684.87 TILASPP. 17.0' 042 1+77.46 -12.14 WAS GLEDITSIATRACANTHOS 0.15 043 1+90.74 -09.20 WAS GLEDITSATRACANTHOS 11 044 2+03.90 -0691 684.49 GLEDITSIATRAGNNTHOS I X 045 1+96.57 23.19 0366 TILASPP. 045 2+17.0 22.13 684.33 GLEOITSIA NTHOS 8.Y 047 2+3520 21.0 694m GL IA TRACANTHOS 8.8• 049 2+023 22.03 MGM ACER X FREEMANII B3' 01 2+7509 -0029 MOUS SPP. 40'.7.0'.9.0' ON 3+14.0 21.1 SHIM TILASPP. 8.5' 050 3-15.40 .0 681.0 TILASPP. 10.3' 09 3+ 2123 68168 TILASPP. 86• 01 3+35.20 23.0 60127 TILASPP. 10.3' 1 14+11.60 -1893 68562 TILASPP. 9.8' 107 14+1219 20.63 111 GINKGO BIUC A 72' 111 13+9131 .2163 694.92 TILA SFA. Me 113 13+925T 20.0 SKIM GINKGO BILOBA 152' 114 13+7236 2169 644.94 TILASPP, 139' 116 13.9.95 -19.35 04.35 TILASPP. 11.3- 120 13+12.11 21.0 683]0 ACER SACCHARUM 10.7' 122 13+10.37 20.33 683.96 GLEDITSATRACANTHOS 13.0' 123 12+90.65 21.29 601.75 TILASPP. 12.5' 124 12+69.95 21.77 60129 GLEDITSIATRACANTHOS 12.8' 125 12+33.81 21.42 682.75 GINKGO BILOBA 162' 120 12+32.76 21.42 681.54 TILASPP. 14.1- 127 12+13.17 2158 682.89 GINKGO BILOBA 16' 129 12+11.72 21.0 681.70 TILASPP. 186' 130 11+94.14 -2167 0300 GINKGO BILOBA 176' 133 11+1259 21.03 660.5 TILASPP, 13.1- 134 11+53.20 -21.0 880.00 TILASPP. 122' 138 3+89.55 -7395 88384 TILASPP. 16.5' 151 1+1622 23.0 684.04 ACERXFREEMANII 15.V ' 70%00 W 96IM12017 100% DO PAVEMENT MARKING LINE TYPES W% CD SLW4 STOP LINE (WHITE) 10%CD CHYS: CHANNELILNG LIM(YELLOW) ELW4: EDGE LINE MIGHT (WHITED RVIV EDGE LINE RIGHT (WHITE) LOCATION I LENGTH BY LINE TYPE REMARKS ROADID STATION TO STATION LENGTH DIR. OF TRAVEL SIDEJR55TA SLW2 CHYO ELW4 ELW6 BLSW L C STA STA STA EACH.INTON ST 20+21.0 20+20 00 0.13 N 0.13 22021.0 22020.0 0.13 B X 0.13 INCLUDES TWO LINES AND DIAGONAL STRIPING 20+21.5 22020.0 0.13 S X 0.13 2+021.0 20+25.0 804 S X 0.0420+32.0 2203200 0.0 S X 1.64 SEE DETAIL 31L4020+MOD 22034.00 0.0 N 16 SEE DETAIL M-4021+155 21+150 Gm 5 X 17 SEE DETAIL bL4W 21+150 21+30.0 0.15 S X 0.15 21+1500 21+30.0 OAS B X 0.15 INCLUDES TWO LINES AND DIAGONAL STRIPING 21+1500 21+380 0.15 N X 0.15 21+1700 21+170 Jam N I I X Jim SEE DETAIL 3A409 ILED -6 PH 4: genus landscape archite<k 325 EAST 520 STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-IA.COM N ERK NEUMAN ARCHITECT N MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 r fo iiT}-t IOWA CITY, A 52240 P 319]387878 CML ENGINEER SHOEMAKER B HARLND 160 HOLIDAY ROAD CORALVILLE,A52241 P319.3511150 SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 551474443 P 763.475.0070 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE, B IOWA CITY, IA U240 P319.3337850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET BE, STE. 230 MINNEAPOLIS, MN 55174 P 612.339.59% PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 0109282017 70%00 W 96IM12017 100% DO 0 1011&2017 W% CD 94 12201201T 10%CD 0 011282018 BID SET BD AC �- CCI EH 7 PN I SS QUANTITY TABULATIONS 1804 123'2010101 PM G010 L DoE) Wd zHZL OLOLI5ZJL 6!091 31f1O3HOS 11VM 3N0lS3W11 SSINd/H3/55 Otl .� OB 13s ale 9taZ9Zno 99 OOWL LLOZ/OM 90 07%09 LLO [AOL f0 M96001, ItUfO 9a ZO w 560 ILOZR8110 LO WABOVM01 SLN36L3AONMI PtAf! 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x �s:�xx���&�mmassssss x x x x x x x x x x x x x x �������&sss�ssffiffis8sss8 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x m r N O ffi w w °� S ffi m w m m m a w a m kkkksss&Rsaak8888ffigffikxs;ix�; =88888$; yaH o� m O Z h 5 y v S Z F Z F 2 f Z mm f t s:s:ss�s���ffiffiffiffi 2 O O � sa��ssffiffiffisssffi$ _ ���� in 0 N�� �� r A "8$$ 8 0 8 8 e a- z 8 ffi& 8 8 ffi ffi 8 8 0 8 8 8 8 8 ffi ffi 8 'wd o o m c r m v S 1 4 y y m z z f z ZpZp y '6 y '6 4 4 z 2 2 4 4 4 4 OSS N W W N N N iSi Ai N EI1 C N C C N N C N C M C N C N A. 0 o v o o o v o v o a o 0 0 0 _o _pvp m 0 I v 0 o v �m -- 0 � Q N w 4 9 d d u, d b d d N N N N N N N N N N N N w w w w w w w w a w a a a s s � w y y y y y w y aQ k y y w w y y u y w y N k N k x M,1, x x x x x x x x x x x x x x xxxxxxxx x x x x x x x x x x x x x x x x x x x x x x m N � m p z ��s:s:iixs; �s:�xx���&�mmassssss �������&sss�ssffiffis8sss8 �a r N O ffi w w °� S ffi m w m m m a w a m kkkksss&Rsaak8888ffigffikxs;ix�; =88888$; yaH o� r m h 5 y v S Z F Z F 2 f Z mm f t 2 O O _ in 0 w 0 �m -- 0 � Q N w a; i N C: R B V. 8 s sa a a� 3-� m p3 gA� �8s=< g�z6 S u p 8 m- o y Si j ! 3� yeo a�BQ8 U mu aI S 1 syg s -o m ms m m g�a m @ : BN�m_ 'a te-€, �a A SAN 'ci g 4 o U1 K pN a r 149 m 3 Y i Pg58 n HI �" 0 �m � 8 IL ED -6 PM 4: ' CLESK �TY,10Y1: genus [ landscape architects ] 325 EAST 5- STREET DESMOINES.IA 50309 T 515 284 1010 W W W.GENUS .COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 30.1 IOWA CITY, AM40 P319.3387878 CMLENG&EER SHOEMAKER B HOLLAND 10 HOLIDAY RQAD CORALVILLE, N 52241 P319.351]I50 ELECTRICAL 6 TRAFFIC SIGNAL17ATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 123 E. WASHINGTON STREET, STE. S IOWACTTY,IA52240 P 319.3333850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE. STE. 200 MINNEAPOLIS, MN 55414 P611339595B PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, N 01 042B20T7 70% DD 02 OM302017 100%DD 03 10I1820IT 5094CD 04 122012017 100%CD 05 0128.'2018 BID SET SD „ AC OCIEHIMISS GRANITE SCHEDULE 16034 111,2010101 PM G014 PAVER REPLACEMENT AT FOUNTAIN (CONVEX RIM PAVERS) SEY SUE COLOR FINISH F12 -IF (OUTSIDE RADIUS) SEE DETAIL 71L406 MESABI BLACK THERMAL (EXPOSED), SAW CUT (BURIED) F13 -1 C(OUTSIDE RADIUS) SEE DETAIL TA -406 MESABI BLACK THERMAL (EXPOSED), SAW CUT (BURIED) F14 -24'(OUTSIDE RADIUS) SEE DETAIL 7A406 KENORAN SAGE THERMAL(EXPDSED). SAW CUT (BURIED) F15 -24' (OUTSIDE RADIUS) WE DETAIL TAADB RADLANTRED THER6WL(EXPOSED} SAW CUT (BURIED) F16 -2P (OUTSIDE RADIUS) SEE DETAIL 78406 WLANTRED THERMAL (EXPOSED), SAW CUT (BURIED) F17 -24-(OUTSIDE RADIUS) SEE DETAIL 7A4O5 NEHORAN SAGE THERMAL(EXPOSED). SAW CUT (BURIED) - -- III G411111C1 CFF M1IXH T/141R YFC4PI III .1THFRMAI IFXPOSFDI. SAWCUTIRURIFDI IL ED -6 PM 4: ' CLESK �TY,10Y1: genus [ landscape architects ] 325 EAST 5- STREET DESMOINES.IA 50309 T 515 284 1010 W W W.GENUS .COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 30.1 IOWA CITY, AM40 P319.3387878 CMLENG&EER SHOEMAKER B HOLLAND 10 HOLIDAY RQAD CORALVILLE, N 52241 P319.351]I50 ELECTRICAL 6 TRAFFIC SIGNAL17ATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 123 E. WASHINGTON STREET, STE. S IOWACTTY,IA52240 P 319.3333850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE. STE. 200 MINNEAPOLIS, MN 55414 P611339595B PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, N 01 042B20T7 70% DD 02 OM302017 100%DD 03 10I1820IT 5094CD 04 122012017 100%CD 05 0128.'2018 BID SET SD „ AC OCIEHIMISS GRANITE SCHEDULE 16034 111,2010101 PM G014 GRANITE SCHEDULE KEV SUE I COLOR I FINISH STEPS (TERRACE SEATING AT FOUNTAIN) St 9'X 10 X W-5'(OUTSIDE RADIUS) MESABI BLACK THERMAL(EXPOSED), SAW CUT (BURIED) S2 9'X 1'0 X P-S(OUTSIDE RADIUS) MESABI BLACK THERMAL(E%FOSED), SAW CUT (BURIED) S3 9'X 1'0 X T-S(OUTSIDE RADIUS) MESABI BLACK THERMAL(EXPOSED), SAW CUT (BURIED) 54 9'X1'-0' X W-F(OUTSIDE RADIUS) MESABI BLACK THERMAL(EXPDSED), SAW CUT (BURIED) SS 9'%1'-0'X4'-3' MESABI BLACK THERMAL(EXPDSED).SAWCUTIBURIED) 58 9'X1' -0'X4'-3' MESABI BLACK THERMAL UE OSE D), SAW CUT (BURIED) ST T X 1'0 X 4'0 (OUTSIDE RADIUS) MESABI BLACK THERMAL UE POSED), SAW CUT( SB 9'X1'-0' X 4'0(OUTSIDE RADIUS) MESABI BLACK THERMAL UE OSED), SAW CUT( S9 9" X i'0 X 4'S(OUTSIOE RADIUS) MESABI BLACK THERMAL(EXPOSED), SAW CUT (BURIED) S10 7X 1'0 X4'-0- MESABI BLACK THERFLLL(EXPOSED),SAWOUT(BURIED) S11 PX1'0X4'2' MESABI BLACK THERM1LIL(1EXPOSED).SAWOUT (BURIED) $12 VX1'-0'X4'�4'(DUIBIIOERADIUS) MESABI BLACK THER SEXPOSED), SAW CUT (BU S13 V X 1'-0"X 4'4' (OUTSIDE RADIUS) MESABI BLACK THER (EXPOSED). MW CUT (BURIED) S14 9'X 1.0X 4'0 MESABI BLACK THERMAL(EXPOSED), SAW CUT(WRIED) S15 PX1'0X4'0 MESABI BLACK TREK SEXPOSED), SAW CUT (BURIED) 516 9'X1'0%4'-3' MESABI BLACK THERMAL(EXPOSED). SAW CUT (BURIED) SIT 9'% 10 X F0 (OUTSIDE RADIUS) MESABI BLACK THERMAL(EXPOSED), SAW CUT (BURIED) SIB 9'%1'0XS0(OUTSIDERADIUS) MESABI BLACK THERMAL(E%PpBED), SAW CUT(BU S19 9'%1'0X4'0 MESABI BLACK THERMAL(EXPOSED). SAWS URIED) S20 9'X I'0 Xf0 MESABI BLACK THERM UL POSERI.BA CUT (BURIED) S21 PX 1'0 X4'J' MESABI BLACK THERMAL( ED). SAW CUT (BURIED) S22 9'X 1'0 X4'-7' MESABI BLACK THERMAL(EXPOSED), SAW CUT (BURIED) S23 9"X 1'0 X 3'-0- MESABI BLACK ERMAL(EXPOSED). SAW CUT (BURIED) S24 S'X 1'0X 3'-0' MESABI PLACR THERMAL(EXPOSED). SAW CUT (BURIED) STEPS(MERGE ENTRY) SIM 8'XT0%T§12' RAVEN NOIR THERMAL(EXPOSED), SAW CUT (BURIED) S25 8'XTA'XS512' RAVEN NOIR THERMPL(EXPOSED), SAW CUT (BURIED) 527 B'XYBXY§I2 RAVEN NOIR THERMAL(E%POSED), SAW CUT (BURIED) S28 wxX'Z0X 7-512' RAVEN NOIR THERMPL(EXPOSED), SAW CUT (BURIED) S29 XP'0XT-101IT RAVEN NOIR THERMAL (EXPOSED). SAW CUT (BURIED) S 8'%TO X T-101IT RAVEN NOIR THERMAL(E%POSED), SAW CUT (BURIED) 831 8'X74'% T-10112" RAVEN NOIR THERMAL(EXPOSED), SAW CUT (BURIED) S32 B'%2'0X2'4012" RAVEN NOIR THERMAL(EXPOSED), SAW CUT (BURIED) STEPS (LIBRARY ENTRY) S33 9'X 1'0 X4'1,' RAVEN NOIR THERM (EXPOSED), SAW CUT (BURIED) S34 9'X 1'0 X 4'1,' RAVEN NOIR THERMAL (EXPOSED), SAW CUT (BURIED) 535 9'X 1'0 X 4'9' RAVEN NOIR THERM (EXPOSED), SAW CUT (BURIED) S36 P X 1'-0' X 4'-9' RAVEN NOIR THERMAL (EXPOSED). SAW CUT (BURIED) S37 PXi'0X4'0 RAVEN NOIR THERMA E POSED), SAW CUT (BURIED) S38 PX4.0%4'0 RAVEN NOIR THERMAL(EIPOSED), SAW CUT (BURIED) PAVER INLAY SAND AT FOUNTAIN 4'X iT X WRNELUW THERMAL(EXPOSED). SAW CUT (BURIED) 02 TX TTXW CARNELBW THERMAL (EXPOSED). SAW CUT (BURIED) 63 CARNELIAN THERMAL(E%POSED), SAWCUT(BURIED) B4 CARNELIAN THERMAL LEXPOSEC. SAW CUT(BURIED) B5 X48' CARNELWN THERMAL(EXPOSED), SAW CUT(BURIED) BB 72x� X24' CARNEWW TIIERMAL(EXPOSED), SAW CUT(BURIED) BT X40' CARNELNN THER (EXPOSED), SAW CUT(BURIED) B8 %4T ELIAN THERMAL (EXPOSED), SAW CUT (BURIED) B9 X 24" THERMAL (EXPOSED),SAWCtTT(BURIED) 810 TX18'X38" CARNEL THERMAL (EXPOSED). SAW CUT (BURIED) 811 TX18'X 24' CARNELIAN THERMAL (E%POSED). SAW CUT (BURIED) B12 TX10'X 38' CARNELIAN (EXPOSED). SAW CUT(BURIED) PAVER REPLACEMENT AT FOUNTAIN(SQUARE FI VERS) F1 TX 2C X 24' SIERRAWHITE THERMAL( . SAW CUT (BURIED) F2 2'X24"X24" SIERRAWHDE THERMAL (EXPOSED), SMKCUT (BURIED) F3 2'%24'X24"(FIEL) CUT) SIERRAWHTTE THERMAL (EXPOSED). SAW C URIED) F4 TX 24'X 24" SIERRAWHITE THERMAL (EXPOSED). SAW CUT(BU F5 TX 24'X 24" MESABI BLACK THERMAL(EXPOSED), SAW CUT (SUR IED) F6 TX 24'X 24" SIERRA WHITE THERMAL(EXPOSED), SAW CUT(BURIED) F7 TX 24'X24" MESABI BLACK THERMAL(E%POSED), SAW CUT (BURIED) F8 TX N4 X24' MESABI BIACK THERMAL(EXPOSEO), SAW CUT (BURIED) F9 TXN'%24' MESABI BLACK THERMAL(EXFOSED). SAW CUT (BURIED) F10 TX24'X24' MESABI BLACK THERMAL(EXPOSED),SAWCUT(BURIEO) H1 TX24'X24' 1MESABI BLACK THERMA-(EXPOSED), SAW CUT (BURIED) IL ED -6 PM 4: ' CLESK �TY,10Y1: genus [ landscape architects ] 325 EAST 5- STREET DESMOINES.IA 50309 T 515 284 1010 W W W.GENUS .COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 30.1 IOWA CITY, AM40 P319.3387878 CMLENG&EER SHOEMAKER B HOLLAND 10 HOLIDAY RQAD CORALVILLE, N 52241 P319.351]I50 ELECTRICAL 6 TRAFFIC SIGNAL17ATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 123 E. WASHINGTON STREET, STE. S IOWACTTY,IA52240 P 319.3333850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE. STE. 200 MINNEAPOLIS, MN 55414 P611339595B PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, N 01 042B20T7 70% DD 02 OM302017 100%DD 03 10I1820IT 5094CD 04 122012017 100%CD 05 0128.'2018 BID SET SD „ AC OCIEHIMISS GRANITE SCHEDULE 16034 111,2010101 PM G014 I LIMESTONE VENEER SCHEDULE: STORY WALL AT BLACK HAWK MINI PARK LIMESTONE VENEER SCHEDULE: STORY WALL AT CLINTON STREET SRE CUT FINISH (ALL EXPOSEO FACES) BS1 fYXIY VEINS (SIDES). SEEPAGE(TOP) SMOOTH(SIDES), NATURAL BED(TOP) BS2 X1YX30'INS(SIDES),BEOFAGE (TOP) SMOOTH (SIDES). NATURAL BED (TOP) BL3 %1T X38' WINE(SIDES). BEDFACE(TOP) SMOOTH(SIDES), NATURAL BED(TOP) 8C4 X1TX40' F", WINE(SIDES), BEDFACE(TOP) SMOOTH(SIDES), NATURAL BED(TOP) SC5 XIrX36 WINE(SIDES), SEOFACE(TOP) SMOOTH(SIDES), NATURAL BED(TOP) BLS %12X16' WINE(SIDES), REDFAOE(TOP) SMOOTH(SIDES), NATURAL BED(TOP) BCT 18'X36 BEDFACE(FACE). VERTICAL VEINE(END) NATURAL BED(FACE), SMOOTH(END) B -F1 18'X36 VEINE SPLITFACED SF2 10'x 18E VEINE SMOOTH C -F4 7%10'X26 BEDFACE NATURAL BED CF5 7%10'X52' BEDFACE SMOOTH C+B X48' VEINE SMOOTH(WITIN ENGRAVED TOM GFT rX16 BEDFACE(FACE), VERTICAL WINE (END) SMOOTH (FACE), SMOOTH(END) C+B rXWX24' VEINE (FAC E), WINE (END) SMOOTH (FACE), SMOOTH (END) CF9 TX it Xm' B CE SMOOTH CF10 rX1TX26 VEINE SPUTFACED CF11 r%1YX50' BEDFACE SMOOTH CF12 Y%12X12' BEDFACE (FACE).V CALVEINE(END) NATURAL BED (FACE). SMOOTH (END) 0+13 7XISX48' BEDFACE (FACE). VEATI EINE(END) SMOOTH(FACE).SMOOTH(END) GF14 2'X IBE X 56 BEDFACE NATURAL BED G 15 rx VEx 57 VEINE SMOOTH GF16 2'%30'X48" VEINE (WITH ENGRAVED TEXT) C -FIT TX I8EX I7 WINE (FACE). WINE (END) SPUTF (FACE). SMOOTH (END) C -F18 TX IT 16 WINE (FACE), WINE(ENDI SPUTFACED( .SMOOTH(END) C -F19 TXIr X38• BEDFACE NATURAL BED C -F20 7%12•X24• VEINE SPUTFACED C+2I TX1rxw VEINE SMOOTH CF22 TX1TX80' VEINE SPLFTFACED C -F23 Txirx Ir BEDFACE (FACE). VERTICAL WINE (END) SMOOTH (FACE), SMOOTH (END) CF TX12X24' WINE (FACE). WINE (END) SMOOTH (FACE), SMOOTH (END) CF25 2'%12X36 VEINE SMOOTH CF28 TX1TX36 VEINE SMOOTH C+27 r 1r X 42 VEINE SMOOTH C+20 TXIr X48 VEINE SMOOTH CF 2E X 12' X 12 VEINE (FACE), VEINE (END) SMOOTH (FACE), SMOOTH (END) C91 2'X18"X IT BEDFACE (FACE), VERTICAL WINE (END) SMOOTH (FACE) SMOOTH (END) C92 2'X IW X 24' VEINE SMOOTH C93 TX 16 X 36' VEINE SPLITFACED C9 TX 16 X 36' BEDFACE SMOOTH C95 rxlrx ' BEDFACE NATURAL BED C96 2'X 1W 10' VEINE SMOOTH GB7 TX18'X36 VEINE SPUTFACED GBS 7%16X36 BEDFACE(FACE), VERTICAL WINE (END) NATURAL BED (FACE). SMOOTH (END) C -BS, 7%12X36 BEDFACE (FACE), VERTICAL WINE (END) NATURAL BED (FACE), SMOOTH (END) C-810 TX12X36 VEINE SMOOTH 0911 7X1T%4T BEDFACE SMOOTH C -B12 rX12X36 VEINE SPLITFACED C913 rX12X46 BEDFACE SMOOTH C914 TXITX2P WINE (FACE), WINE (END) SMOOTH (FACE), SMOOTH (END) C915 rX10'X46 WINE (FACE), WINE (END) SPLITFACED(FACE), SMOG (END) C91B TX18EX42' BEDFACE NATURALBED CZ17 TX 16 X 24' VEINE SMOOTH 0918 r%16X36' BEDFACE NATURAL BED C919 r%16X24' VEINE SPLFTFACED C920 YX16X36' BEDFACE (FACE), VERTICAL WINE (END) SMOOTH (F MOOTH(END) C921 TX IT 18' BEDFACE (FACE), VERTICAL WINE(END)SM E), SMOOTH(END) GB22 TXIr X42' VEINE SMOOTH C923 2'X IT X 36' VEINS UTFACED C 4 2'X 1T X 36' BEDFACE NATURAL BED GB25 TX IT X 26' BEDFACE SMOOTH 0828 TX 1T X 38' BEDFACE NATURAL BED 0927 TX 1r X 18' VEINE (FACE), VEIN NAA) SPLITFACED (FACE), SMOOTH(END) G920 7X12%1Y VEINE (FACE), E(END) SMOOTH (FACE), SMOOTH (END) 0929 TX IYX 4T VEINE SMOOTH C93D TX1Y X46 VEIN SMOOTH 0931 7X IT X42 E SMOOTH C932 TXlrX36" I VEINE SMOOTH 0933 TX1TX WINE (FACE), WINE (END) SMOOTH (FACE). SMOOTH(END) C -EI rX1 IT VERTCALVEINE SMOOTH Flu T 17X12' VEINE SMOOTH 7X IT X 1T VERTICALVEINE SMOOTH 2X1rX1T VEINE SMOOTH V�3%112' TX17XIT VEINE SMOOTH 'X 16X12 VERTICALVEINE SMOOTH J TX ITX IT VERTICAL VERVE SMOOTH rXi6XlT VEINE SMOOTH CFA TX i X 17 VERTICAL VEINE SMOOTH CE10 Y%trX 1T VEINS Ismoonli I LIMESTONE VENEER SCHEDULE: STORY WALL AT BLACK HAWK MINI PARK NEl' BUT CUT FINISH (ALL EXPOSED FACES) BS1 16X17%46 WINE (SIDES), BEDFACE (TOP) SMOOTH (SIDES), NATURAL BED(TOF) BS2 16XIr X44' WINE (SIDES), SEDFACE(TOP) SMOOTH (SIDES). NATURAL BED(TOP) BL3 IWX17X80" WINE (SIDES), BEDFACE ROP) SMOOTH (SIDES). NATURAL BED (TOP) 8C4 18•%17X48' WINE (SIDES). BEDFACE(TOP) SMOOTH (SIDES). NATURAL BED (TOP) SC5 18' X 17X47 WINE (SIDES). BEDFACE (TOP) SMOOTH (SIDES), NATURAL BED (TOP) BLS 18'%17X54' WINE (SIDES), BEDFACE ROP) SMOOTH (SIDES), NATURAL BED (TOP) BCT 16' X lr X 54• WINE (SIDES). BEDFACE ROP) SMOOTH (SIDES), NATURAL BED (TOP) B -F1 TX IT X 58• BEDFAOE(FACE), VERTICAL WINE (END? SMOOTH (FACE), SMOOTH (END) SF2 7XITX3T VEINE SPLITFACED BF3 7X12'%40' BEDFACE NATURALBED BF4 7%12'X40" VIENE SMOOTH 8F5 TX1YX56 BEDFACE NATURAL BED 8F8 TX1TX36 VEINE SPUTFACED BFT TX1TX46 BEDFACE SMOOTH BFB TX1TX16 WINE (FACE), WINE (END) SMOOTH (FACE) SMOOTH (END) Big rXirXi05'8' BEDFACE(FACE), VERTICAL WINE (END) NATURAL BED (FACE), SMOOTH (END) BF10 TX6X54' BEDFACE NATUFAL BED B411 TXlr X41114" VIENE SMOOTH 8F12 TX 1T X 31318' VEINE SPLITFACED BF13 T X W X19510• BEDFACE NATURAL BED 0-F14 TX6X58• BEDFACE SMOOTH B:15 r 8•X 29 VT VEINE SMOOTH 0-F16 2'X 1T X30117 BEDFACE SMOOTH &FIT 2'X IT X40• VEINE SPLITFACED 8+18 TX1rxir SEDFACE(FACE), VERTICAL WINE (END) NATURAL BED (FACE), SMOOTH(END) B -F19 r 14-X10510• WINE (FACE), WINE (END) SMOOTH! (FACE), SMOOTH (END) B -FM rXiBI VEINE SPUTFACED Q;E21 TX 14'X 1T itr BEDFACE NATURAL BED 2'X16XM' 2X14 -X541? VEINE SMOOTH BF23 X18'%2812" VEINE SPUTFACED Bf24 TX 2912" VEINE SMOOTH SF25 TX16X4 BEDFACE NATURAL BED 8+28 TX14'X 54' SMOOTH SMOOTH BF27 TX W"X 38318' WINE WINE (END) SMOOTH (FACE). SHOOT D) .8 2%17X24' VEINE IFACE), (END) SPUTFACED(F MOOTH(END) B+29 TX1TX24' BEDFACE SMOOTH 8+30 rX1r X48' BEDFACE B H B -F31 YXiTX18' VEINE SPJTFACED B -F32 TX IrX IT VEINE TH 9-F33 7X 17X24' IBEDFACE SM00 &F34 TX1TX48' BEDFACE NATURAL BED B -F35 TX iTX38• BEDFACE SMOOTH B -F36 TXIr X38•BEDF SMOOTH SMOOTH BF3] 2%12X46 INE SPUTFACED BF38 YX 12'X BEDFACE (FACE). VERTICAL WINE (END) VEBEDFACE(FACE), NATURAL BED (FACE) SMOOi LEND) B-F3B TX 16 VERTICAL WINE (END) SMOOTH (FACE) SMOOTH(ENO) Bf40 X18•X2r VEINE SMOOTH BFAI TX 18•X48" VEINE SPUTFACED 2'X18"XiT TX1B•X48" BEDFACE SMOOTH BF/3 rX1B"X30' VEINE SPLITFACED BF44 TX10"X3V BEDFACE NATURAL BED 0+45 1%16X36 VEINE SMOOTH B -FIS 2'X 16 X 30' BEDFACE SMOOTH B -F47 2'X16%48' VEINE SMOOTH BF10 r%16X10' WINE (FACE), WINE (END) SPLITFACED (FACE), SMOOTH(END) &F49 Y X 16X46 VEINE (FACE), VEINE (END) SMOOTH (FACE), SMOOTH (END) 9-F50 TX1r)(W VEINE SMOOTH 8+51 7%18"X00" VEINE SMOOTH B -F52 2X18'%40" VEINE SMOOTH 6-F53 TX18I VEINE SMOOTH B+54 rX18"X54" VEINE SMOOTH BF55 7%18'X54" VEINE SMOOTH 081 TX17Xtr WINE(FACE3 WINE (END) SMOOTH (FACE), SMOOTH (END) 092 7X1TX48' BEDFACE NATURAL BED 893 rX1TX48- BEDFACE NATURAL BED 8-84 YX1TX54' BEDFACE NATURALBED B-65 rX1r X40" BEDFACE NATURAL BED B86 2'X 17 X 38" BEDFACE NATURAL BED 091 2'X 1T X 3T BEDFACE NATURAL BED rX1rX48" BEDFACE NATURAL BED 7X IT X 1T BEDFACE(FACE), VERTICAL WINE(END) SMOOTH(FACE). SMOOTH(END) TX17X17 BEDFACE (FACE). VERTICAL VEINE (ENO) SMOOTH (FACE). SMOOTH (END) TXtrX46 BEDFACE NATURAL BED TX17%36 BEDFACE NATURAL BED J rX iT X48' BEDFACE NATURAL BED TX 1T X46 BEDFACE NATURAL BED 7X1rXXF BEDFACEE TX17X30' BEDFACE NATURAL BED TXIYX4' BEDFACE NATURALBED 2%12X46 BEDFACE INATIURALBED 8919 TXITX24' BEDFACE (FACE). VERTICAL WINE (END) NATURAL BED (FACE). SMOOTH (END) &020 TX I6 X 2V WINE (FACE). WINE (END) SMOOTH (FACE). SMOOTH (END) B -B21 rX18'X2,E BEDFACE NTURAL BED &B22 rX18'X40' BEDFACE NATURAL BED B923 rX18'X36 BEDFACE NATURAL BED mm TX18'X36 BEDFACE NATURAL BED B -B25 7X18'1(38' BEDFACE NATURAL BED &026 2%10'X46 BEDFACE NATURAL BED B927 TX18'X2P SEDFACE NATURAL BED M28 rX18'X48• BEDFACE NATURAL BED 8929 r%10'X18' WINE (FACE), WINE (END) SM001I4(FACE),SMOOTH (END) &030 r 1T X 30' SEDFACE(FACE), VERTICAL WINE (END) SMOOTH (FACE). (Im 8931 rX1TX47 BEDFACE NATURAL BED 0-032 TX 17X38' BEDFACE NATURAL BED 0933 rX1TX36 BEDFACE NATURAL BED BB34 2'X 1T X40' BEDFACE NATURALSED 8835 2'%17X24" BEDFACE NATURAL BED 8830 2'X IT 17 BEDFACE NATURAL BED 8831 TX1TX16 BEDFACE NATURAL BED 8838 2X1TX4" BEDFACE NATURAL BED 6839 TX1TX24" BEDFACE NATURAL BE B840 T X IT X 24" VEINE (FACE). VEINE (END) SPUISI (FACE), SMOOTH (END) B941 7 X 16' X 16 VEINE (FACE). VEINE (END) RFACED (FACE), SMOOTH (END) B942 rX18'X48" BEDFACE NATURAL BED 8-043 rX18'%36 BEDFACE NATURAL BED 9-B46 TX10'X36 BEDFACE NATURAL BED 6-845 T X 18' X 42" B E NATURAL BED 8946 T X IT X " BEDFACE NATURAL BED B84T T X40' BEDFACE NATURAL BED B-040 2'X16XM' BEDFACE NATURAL BED 20'X20'%54' 71416X24' BEDFACE NATURAL BED 8850 T X 18" X 18' BEDFACE (FACE). VERTICAL VEINE (ENO) SMOOTH (FACE). SMOOTH (END) 8851 2'%16X54' VEINE(FACE), VEINE TEND) SMOOTH (FACE), SMOOTH (END) 0852 TX16X54" VEINE SMOOTH 8853 2'X18 -X42' VEINE SMOOTH 8854 2'%1B"X43" VEINE SMOOTH &855 2'%18'X66 VEINE SMOOTH X 4/• VEINE SMOOTH 7X18•%46 VEINE SMOOTH 7X17%17 VERTICALVEINE SMOOTH rX1r%tr VERTICALVEINE SMOOTHYX16X1T VEINE SMOOTH71(1TXIT L�BN7X16 VEINE SMOOTH TX1WX1T VERTICALVEINE SMOOTH TX10'X1T VEINE SMOOTH TX1rX1T VEINE SMOOTH T XIT VERTICAL VEINE SMOOTH 045 2-XIS"X VEINE SMOOTH S{1D 2'X12"X12" TICAL VEINE SMOOTH 8£11 2'X18"XiT VEINE SMOOTH BE12 TX16X1r IVEINE SMOOTH NOTE: STORY WALL VENEER LENGTH AND WIDTH DIME SHOWN ARE NOMINAL, AND DO NOT FACTOR IN IM MORTAR JOINTS. FINAL VENEER SCHEDULE DIMENSIONS TO SPAI<Z71111 SHOP DRAWINGS BASED ON AS -BUILT CONDITONS. LED •6 PH 4: 23 CLERK IT Y, ia�J/a genus [ landscape architect ] 325 FAST 5- STREET DESMOINES,A 50309 T 515 284 1010 W W W.GENLIS. A.COM ARCWrECT NEUMANN MONSON ARCHITECTS 711 FAST COLLEGE STREET, STE 333 IOWA CRY, A 5224 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HAAIAND 150 HOLIDAY ROAD CORALVILLE, M 52241 P319,351,7150 ELECTRICAL 8 TRAFFIC SIGNALIZATTON SRF CONSULTING ONE CARLSON PARKWAY NORTH, STS. 1R1 MINNEAPOLIS, MN 55441/443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODE$ ENGINEERING 122 E. WASHINGTON STREET, STEL B IOWA CITY, A52240 P 319.3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, AN 55114 P 612.339.5956 IOWA CRY, A mw 01 04282017 70% OD B2 05OWNH7 100%CD 03 10'18 12 MCD 04 1220201T 100%CD 05 012BrzR10 BID SET CCIEH/PNIBS LIMESTONE VENEER SCHEDULE 188% 1IZ4201B 12]0 PN G015 LIMESTONE BENCH S ULE' KEY BRE CUT FI SKATEDETERRENTNOTCH 501 20'%26X57' BEDFACE (SIDES), WINE COP) NATURAL BED(SIDES),S (TOP) NO B02 26X26 X57' BEDFACE (SIDES), VEINE (FOP) NATURAL BED (SIDES). SMOOTH( YES, SEE 1A.502 BIDS 26X26%5- SEDFACE(SIDES), WINE (TOP) SMOOTH (SIDES), NATURAL BED (TCF) SEE 1X962 BM 26X26%57' SEDFACE(SIDES). WINE(TOP) SMOOTH (SIDES). NATURAL BED (TOP) YES, SE 005 26%26X57• DECEASE (SIDES). WINE (TOP) SMOOTH (SIDES). NAEURAL RED ITOP) YE5, SEE 111.50 BOB Z6X26X5Y BEDFACE (SIDES). WINE (TOP) SMOOTH (SIDES). NATDPAL BED (TOP) NO BOT 26X26X5Y BEDFACE (SIDES), WINE (TOP) SMOOTH (SIDES). NATURAL BED(TDP) YES, SEE 111502 BOB 2D•X26X5r BEDFACE (SIDES). WINE (TOP) SMOOTH (SIDES). NATURAL BED ITOP) YES, SEE 11L502 009 26X2(FXSY BEDFACE (SIDES), WINE (TOP) SMOOTH (SIMS). NATURAL BED (TOP) YES, SEE 111-502 B10 26X26X5Y BEDFACE (SIDES), WINE (FOP) SMOOTH(SIMS). NATURAL BED (TOP) YES, SEE 18502 911 20' %26X48' BEDFACE (SIDES). VEINE (TOP) SMOOTH (SIDES), NATURAL BED (TOP) YES, SEE 111.502 812 20'X26 X40' BEDFACE (SIDES), VEINE ROP) SMOOTH (SIDES), NATURAL BED (TOP) NO B13 20'X26XM' BEDFACE(SIDES), VEINE (TOP) SMOOTH (SIDES), NATURAL BED( TOP) YES, SEE 1X502 B14 20'%26X48' BEDFACE (SIDES), WINE (TOP) SMOOTH (SIDES), NATl1RALBED (iOP) NO B15 26X26X44' BEDFACE (SIDES), WINE (TOP) SMOOTH (SIDES) NATUWAL BED (TOP) YES, SEE 1h502 616 26%26X44' SEDFACE(SIDES), WINE (TOP) SMOOTH (SIDES), NATURAL BED(TOP) NO B17 26%26X44' BEDFACE (SIDES). WINE (TOP) SMOOTH (SIDES), NATURAL BED (TOP) YES, SEE 11LW2 B18 20'%26X44' BEDFACE (SIDES), WINE (TOP) SMOOTH (SIDES), NATURAL BED (TOP) NO 819 20'%20'X% SEDFACE(SIMS). WINE (TOP) SMOOTH (SIDES). NATURAL BED (TOP) NO 820 20-X 20'X56' BEDFACE (SIMS). VEIN !!12! SMOOTH(SIDES), NATURAL BED (TOP) YES, SEE 111.502 B21 20'X 20' X 56' BEDFACE (SIDES), WINE (TOP) WOOTH (SIDES), NATURAL BED (FOP) YES, SEE 111502 822 20'X 27 X. BEDFACE(SIDES), VEINE (TOP) SMOOTH (SIDES) NATURAL BED(TDP) NO B23 20'X20'%54' BEDFACE (SIDES), WINE(TOP) SMOOTH (SIDES) NATURAL BED CW) YES, SEE 1X502 B24 20-X26XM' I BEDFACE (SIDES), WINE (POP) SMOOTH (SIDES) NATURAL BED (TOP) YES, SEE I1LW2 genus [ landscape architect ] 325 FAST 5- STREET DESMOINES,A 50309 T 515 284 1010 W W W.GENLIS. A.COM ARCWrECT NEUMANN MONSON ARCHITECTS 711 FAST COLLEGE STREET, STE 333 IOWA CRY, A 5224 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HAAIAND 150 HOLIDAY ROAD CORALVILLE, M 52241 P319,351,7150 ELECTRICAL 8 TRAFFIC SIGNALIZATTON SRF CONSULTING ONE CARLSON PARKWAY NORTH, STS. 1R1 MINNEAPOLIS, MN 55441/443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODE$ ENGINEERING 122 E. WASHINGTON STREET, STEL B IOWA CITY, A52240 P 319.3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, AN 55114 P 612.339.5956 IOWA CRY, A mw 01 04282017 70% OD B2 05OWNH7 100%CD 03 10'18 12 MCD 04 1220201T 100%CD 05 012BrzR10 BID SET CCIEH/PNIBS LIMESTONE VENEER SCHEDULE 188% 1IZ4201B 12]0 PN G015 i • I , LL _-____ RUI CONST NLMRS ° $ANG MH CB RIMffi66532 132YOTOPIA INION YOGURT IE 10° PLA$ (NW)®661.22 132 5 CLINTON eI1 FE ' , 21 3e b ' IRRIG/a�lN Lb J J S LeJ T. LEI / JA V, 47 I BH j{ \ X� rJ_ EXISi1 10 G SIX \ z _ RIM= 6 l i Va �I 1 d 39JE AsG E F74,11 41 M TGE 2 IE ($)1 E)p45 P SI ,/ , EXS NG3TOI�M MH X. Z I L tE . SH 5 I f RIN 3E �i—C I,o- ,S 1 1 P �P. GT �''C - BH T 21 t+ f 1 rcr.'- J ..Jll ( i \ j WELL$ FAR 103 E C GE s L RIM- 110N i � I 20 oD I I ° III IT RANDY AM NOMC OIATARY N -T 11 T2. LATITITO M AN' N' AAaAMAL HOR1ZCNTAL CONTROL - COLLEGE ST. .n TOT". .51T. CIFLNI :<ro mm AT . a rxm wwar.. ."'0,n non .mxm I-Ol 171. SO TMm v uo NAT OAINATA .. m11m n w AT snwsc aw4 m KEYNOTES WITH FEATURE DESCRIPTIONS: PLANT LIST - TREES 6ENCHMARK INFORMATION rrwu. I - - i. ANO. •FIC MIT A FAINNATIM AT". A' xc,r. AI INNI vau m cas[a sr, AN, - x-sisx mir.w a .,I -- mni THE u TLI n (NA.swl o ., ., — - v -N.AAT o -A- ANOT.,,.-,....m N' m TONAT NT AT w. m, w.s ME m p - .•. ,..1. �x a.w ,TA FAA —sr— - sa .—T ATA n a APIA Nxm a III ..cMIA. "ME. o. IIII ,-«Ar / u: M, AAN-11x1 I—OE INNN AN AN ITT AA_ wn #A. mlw,xcsr Eg®- umiwn x« A.T. .— AM ITIMET 1.11MAINIO FAA1 III IT RANDY AM NOMC OIATARY N -T 11 T2. LATITITO M AN' N' AAaAMAL HOR1ZCNTAL CONTROL - COLLEGE ST. .n TOT". .51T. CIFLNI :<ro mm AT . a rxm wwar.. ."'0,n non .mxm I-Ol 171. SO TMm v uo NAT OAINATA .. m11m n w AT snwsc aw4 m KEYNOTES WITH FEATURE DESCRIPTIONS: PLANT LIST - TREES AWA FNAAAAAAN AAAA MIT A FAINNATIM AT". A' ANNA, AI INNI .. . No., III IAI- INTA IMAT ANON ., ., — - v -N.AAT o -A- INAIAIIIIIIINA -A — - -A- ONATTO p - .•. a7Ex7Patss AA ,TA FAA —sr— - sa IDN - avm / wu. — - uEcxr —x—.m �O - Eg®- umiwn x« aw mwmr ®�- mr• ®- m M NO AT EXISF G MID -AMERICAN VAULT 511. Q[�1'171 CY INFOR ADON PROYIDEO BY bVlll.l0 MID -AMERICAN ON 12-21-16. w [ landscape arCMtects ] RIME EV: 665.12 PLAN ISRO92E DEEP FROM SHOW TH RII TO i$ w BOTTOM BOX, w o I 325 EAST STM STREET SAUCE DONNELLYS PUB THE SALOON TGGI DES MOINES. IA 50309 106 E COLLEGE 110 E COLLECT, 112 E COLLEGE 114 E COLLEGE T sts zea Toto TGIS TRGNG STORY INTAKE S� SN -I I IF 12" RCP (�Lii�{ry( P I WWW.GE1•IUS-IA.COM Al- _ 1 1 { 5ARCHITECT 41 o WD // % NE N MGN$ON ARCHITECTS OI 1 1 00 R�(,O 1 ,� I� ' 3 1010 v1 - 22, EAST COLLEGE RTREET.61E 303 \ i {``l _ C NA7 -r IOWA CITY, IA 52240 n ('LR P319.0687e I CML ENGINEER SHOEMAKER Y'--- - ,: — RaHAAw o , v _ . N 160 HOLIDAY ROAD •"i ^ 1 T CORALVHLE IN 52241 P3I9.351.7150 ELECIRM&TRAFFICSMrNALPATNIN v FE- - �F CONSULTING t -� j _ 1 r _ n E CARL60N PARKWAY NORTH._ SIE. 150 r L, 0.-1-0.'.1-54474443 r' ( E s �,, T FB I P;63,475,0010R' # � ri �• � � f r .TJ'�tw:. / f T 1 STRUCTUPAL H' A� I R RAK RHODES ENGINEERING C � . .y' 122 E. WASHINGTON STREET, STE,B PIANO : m --m -e a� - t ) ._ _ '••. { IOWA 7A. 3337851152240 w TI u "W "_°t-- N LIGHTING DESIGN `� "'• f4 \ SCHUlERSHOOK L 219 MAIN STREET SE. STE. 200 C Y `� I MINNEAPOLIS, MN 55/14 I_G I� 5 III �CPT6"v-11'P.) A r ( L P612MILM s .m N � � �\ MC\ 0L LO- I �y� ...—, -. _ - I PEDESTRIAN MA111MPROVEMEN73 IOWA CITY, IA RAY105E EL PATR6N MORTENSON CONST. 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ANNAN genus ATTEAREAR ANNEX A. ANA ANT I ANNATI . NE [landscape architect [ -7- NANAL 11.1 TONI AT AT —.v— ON -EN R. ANI NATANNN ARESSON IN ANS, ANNA, 0 CLUE IF DES MOINES, IA 50309 A, RARRIEN XSEST NOT 1. r' SO BEI TRANNA,�T:RAN OF INERT I 4� 9 bmA.A AN own xnw[ ,r® NIT V w r NAN ON. EXISTING STORM INTAKE�-�/ RIM - IE 12' RCP (SE)=613.6 EXISTING STORM MN IE 30' RCP (N)-663.45 IE 18' RCP (W)2 IE 3(N RCP (S) 11 FEB -6 M I P TPIPE=6 IE 12' RCP (NW)-)= 700 SHALLOW EXISTING SANITARY �--Ct., RE RIM=616 IE (N)=665 IE (W)=66 IF 75-1, PUBLIC HERARY G STORM MH 123 S LINNRIII 61 IF 24- RCP (W)=662 41 I' IF 30 RIP (N)-661 41 A. IT 36 k F 1 } ED / I / ye .. .- w. .t. AT . NONE �.. ANNAN genus ATTEAREAR ANNEX IN mar ® [landscape architect [ -7- CATERES. -T -/ TONI AT AT —.v— ON -EN R. 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ANI NATANNN ARESSON AT __ 325 EAST 5TM STREET 0 - r� NONE, .ANN, RING Aaowo rte m.1ww w Nc DES MOINES, IA 50309 - Ux cr -SISTER --E ANNE — mo T 515 284 1010 ANN AAAEE�ANIERNAN w xmwT - as ® -ova I5�.NITRATE INERT I 4� - - ONARE TREST WWW.GENUS-IACOM xw Pr Poer N AI iV V w r NAN INALOT ,� ITERIE = SAAMETIN E]- SEARS— I ATTER RCHnEcT IONATTESTAL I ®- -RT a / OTsPONES, AS I m m,..< NEUNMJIN MON60NARCHITECTS ra.crt.,wNaT 221 EAST COLLEGE STREET, STE. 333 SAINATENTIN ONE IOWA CITY, W 52240 " P 319.3367878 1 �' DIAL ENGINEER % ys- 1 T w SN RNnnANo 160 HOLIDAY ROAD - CORADVLUE.U241 P319.$12150 ELECTRICAL{ TRAFFIC SIGNALLATON 1 SRFCONSULTIAG 4_I ` v l ONE CARLSON PARI(WAY NORTH, 4) > IS STE- 150 MINNEAPOLIS, AIN 554474443 'S.. PM475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING E. STREET, STE.B )A' /22 WASHINGTON IOWA CITY, a 52240 [ IS 319.=,M LIGHTING DESIGN 1A,d SCHLET SHOOK 219MA3N STREETSE,STE.200 MINNTAPOUS, MN 55414 P6/2.339.5955 1- I -TL �- QL I j EXISTING STORM IE 3ASONRiYE (N -S)=66 IE 12" DHI EXISTING SANITARY RIM -67; IE (SW)=66I IE (W)=fifif IE (N -S)=66`. 4t17era�3xcaDG 0' S' 10 20' I I I l(�) PEDESTRIAN MAUI IMPROVEMENTS IOWA CITY, M AT 01 D@11,2017 RONDO DZ 1XVI 017 100%DD 03 1011B.2017 50%, GO W 12R01201T IW%DO Its 012 1e RID SET 6D r� AC -� COI EH I PIN SS SITE SURVEY - AREA 3 16036 184201810:13 AM V10 PLANT LIST - SHRUBS Ur NER A- ATTEAREAR ANNEX IN mar ® AOSTIER, ® - ER SARS NATIONALS .. ..I TONI AT AT —.v— ON -EN R. 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IONATTESTAL I ®- -RT a / OTsPONES, AS I m m,..< INARREAS ra.crt.,wNaT ws, woes >,wcxT NOT mmrr. SAINATENTIN ONE NENNE year von ew ANNESTERS NOT FRANT! NOT zow 0' S' 10 20' I I I l(�) PEDESTRIAN MAUI IMPROVEMENTS IOWA CITY, M AT 01 D@11,2017 RONDO DZ 1XVI 017 100%DD 03 1011B.2017 50%, GO W 12R01201T IW%DO Its 012 1e RID SET 6D r� AC -� COI EH I PIN SS SITE SURVEY - AREA 3 16036 184201810:13 AM V10 rEalsnNc. STOP L- 1 TOk RIM 681.34 RIM 661.03 IE " R."P (N/ 678 34 IF 12 RTF (W _7 11 / v - - - - - - -- RIX poi rH K -< t . JLC - -A. IH I' genus TRI-ITAT-Ri. ., DORDIT DID ART ARD, RORA EX G STORM +- r -68D -_ ti IE 15- RCP ( JJ DIDARA IF 15' RCP (5)=6 - VA_ T - EXISTING STORM IN + DMAD TG_Is,IR IF 12' RCP (W)=6/348 TO DIATI m,mE ITMx-.vi-x: n MOTL•wancm<ORATTORS D MT 15 WRADO AAE ITAOID) OR NEUMNIN MDNSON DID CIA TATIAOR. OR. . .. DIRITTATRID DA. e�x- _w./,�.-.m.m aEWACYI.TAD DARI OR awn. i MIT DATA MENTIORTAOR TDID �icl aMSWY EXISTING STORM HTAKE 4i1 m INFORMATION PROVIDED BY RAD'Ad My ADARD TOO TA SAID A.— ARTARRI. SHOEMAKER 6 KAMAND I FOR TRA -DRAT REMERIATAI ONLY IE 6' RCP (W)-61fi.41 -o o _ _ .•- uaa +RIM ELEV. 681.40IE 12' RCP (E)=615.91 s1TRI / x: 111—II THE TO ITT M.R TO ARAOR TRA -11 IRI A ELECTRICAL 8 TRAFFIC SIGNALPATNNI m� r.-..- «0°•io / r: nv-x.-.rm All ORFE ICOULD ONE CARLSON PARKWAY NORTH, FEE o AT ARE ONE o me w.re..a .waw =.n STE. 150 FIELD HOUSE P 763.475.0010 118 5 DUBUQUE ADD 1 kms 1 NOTE SHUTOFF STRUCTURES ARE SIDE OF BUILDING AND ARE NOT ON GROUND SURFACE 15PEN LEAF FROZEN YOGUR' ' genus 125 5 DUBUOU E. r EX G STORM +- r -68D -_ ti IE 15- RCP ( JJ - IF 15' RCP (5)=6 - VA_ T - EXISTING STORM IN + DMAD TG_Is,IR IF 12' RCP (W)=6/348 ' RW PLAZA CENTRE OR _lA, I,�A- 6B1 p0_ -� \ �R 1, E [ MERGE \ 136 5 DUBUQUE �EA2 SURVEY LEGEND \ DCS 11 124 S DUBUQUE Ul /\ LTHCARE \ADUBUQUE genus AT r _ - r ALA -_ ti 325 EAST 5m STREET TILLEY 503W (li VA_ T - W W W.GENUS-LA.COM DMAD u xmEo a, m.•Mw ARC CT CITY NEUMNIN MDNSON FY CL ER 10 WA CITY, IC STREET, STB (� 1E•GTCOLLEGESTREET,GTE303 ((A�WWA 3TV,57240 3397878 t111* MID -AMERICAN VAULT EXISTING STORM HTAKE IDDRIFT ROD, INFORMATION PROVIDED BY TG -6 981 SHOEMAKER 6 KAMAND I -AMERICAN ON 12-21-16. 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WASHINGTON STREET, STE.S IOWA CITY A52240 IT genus AT _ _ _ _ [iTrR R 0.11WY Vlµl IDIaNdM xort5 iU [ landscape architect ] - - ALA -_ ti 325 EAST 5m STREET '-- 503W (li T 515 184 1b10 T 515 294 IDT - W W W.GENUS-LA.COM DMAD u xmEo a, m.•Mw ARC CT CITY NEUMNIN MDNSON FY CL ER 10 WA CITY, IC STREET, STB (� 1E•GTCOLLEGESTREET,GTE303 ((A�WWA 3TV,57240 3397878 .1 IDDRIFT ROD, CIVIL ENGINEER SHOEMAKER 6 KAMAND - 160 HOLIDAY ROAD -o o _ _ .•- uaa CORALVIL1E,!,ii uwT uc P 319.351.7150 • ELECTRICAL 8 TRAFFIC SIGNALPATNNI SRF CONSULTING ONE CARLSON PARKWAY NORTH, mxmwr STE. 150 MINNEAPOLIS, MN 554414443 P 763.475.0010 / 122 E. WASHINGTON NSER TR RAKER RHODES ENGINEERING 122 E. 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P 1 1 e Ci.f I �y HERTEEN IS STOCKER JEWELRY ( ✓ ✓� �� iTIA Y 1!41A 101 S DUHUOUE } � 1r� BH � I / � BLACKHAN'K PARK '+ � It 3 �-_baa-�t F O r_ B r i 1 S L t TEN THOUSNDVILLA- 'OAI 55 C�9-:3 r �4kl LB I j d>vE-�YYPn- T_- r ti � 1�M��/ I T / I51 J /� --SANITARY C AN OUT FIT– TEXTILE' OP=682.65 �H/✓ 1 �>_'��� TENJQ E r i 82 Pv_,K w- 109 5 DV#JO;F � �� v CLR,Yrl L —— _ __—_ �IIT FORBIDDEN FORPLANET ill S i m s DueuauE cI r Jb X00 ANISiA�Y .,LE44 OLFS ON 201 S D HE ROOT PRETTY ns s Duauaue i Tq y - H E%ISTWG STORM MH — — — T'. r _ — —' �(''— — — — ARFA� — — Pal gq�na 5 [-N�� SURVEY LEGEND BENCHMARK INFORMATION IWEnNAw:,o�gga a qq PI) [eriwia 11.o.mNPF m. �w M III nWw sl wrw��a�^� 33 G 0 S 10 20' O genus ]landscape archilecfs ] 325 EAST STM STREET DES MOINES,IA 50309 T 515 284 1010 VVWw.GENU3-LA-00M ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY,IA 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HANAND 1W HOLIDAY ROAD CORALVILLE IA 52241 P 319357 7150 ELECTRICAL 8 TRAFFIC SIGMLIZA71ON SRF CONSULTING ONE CARLSON PARKWAY NORM, STE. 150 MINNEWOUS, MN 554474443 P763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319.333.7&50 LIGHT" DESIGN SCHULER SHOO( 215 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.59% PEDESTRAN MALL IMPROVEMENTS IOWACITY,b Mr 01 OMllI 70%00 02 D61301201T VXY, DD 03 10MMIT W% DID 04 ima'201T 100%GD OS OVI 010 BIO SET BID AC MIEHIPNISS 1RYN181P.13AM V105 r �� - sew aurt mn Qi -waw® xwmuE TREES . r- ® - Fiio, -W�—FLY �p "r. .am o q .. —ae CI m0om �_ ymnx _mm 0 S 10 20' O genus ]landscape archilecfs ] 325 EAST STM STREET DES MOINES,IA 50309 T 515 284 1010 VVWw.GENU3-LA-00M ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY,IA 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HANAND 1W HOLIDAY ROAD CORALVILLE IA 52241 P 319357 7150 ELECTRICAL 8 TRAFFIC SIGMLIZA71ON SRF CONSULTING ONE CARLSON PARKWAY NORM, STE. 150 MINNEWOUS, MN 554474443 P763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319.333.7&50 LIGHT" DESIGN SCHULER SHOO( 215 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.59% PEDESTRAN MALL IMPROVEMENTS IOWACITY,b Mr 01 OMllI 70%00 02 D61301201T VXY, DD 03 10MMIT W% DID 04 ima'201T 100%GD OS OVI 010 BIO SET BID AC MIEHIPNISS 1RYN181P.13AM V105 uu Irwv xom �� - sew aurt mn Qi -waw® IANT LIST — TREES . r- - _ _________ n+wrsagiawc v.ir m �p .am o q .. . .m m 6. F, --- ,° 1 o -1 .q1 IT 0 S 10 20' O genus ]landscape archilecfs ] 325 EAST STM STREET DES MOINES,IA 50309 T 515 284 1010 VVWw.GENU3-LA-00M ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY,IA 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HANAND 1W HOLIDAY ROAD CORALVILLE IA 52241 P 319357 7150 ELECTRICAL 8 TRAFFIC SIGMLIZA71ON SRF CONSULTING ONE CARLSON PARKWAY NORM, STE. 150 MINNEWOUS, MN 554474443 P763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319.333.7&50 LIGHT" DESIGN SCHULER SHOO( 215 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.59% PEDESTRAN MALL IMPROVEMENTS IOWACITY,b Mr 01 OMllI 70%00 02 D61301201T VXY, DD 03 10MMIT W% DID 04 ima'201T 100%GD OS OVI 010 BIO SET BID AC MIEHIPNISS 1RYN181P.13AM V105 r, I I I ® II li�l ILII I �I I I I '- !®'ll loll I I F IMI a FIXED PLAY STR/-- UCTURE AND \ SURFACING PROTECT IN PLACE — N „.A GI PEDESTRIAN EDESTRIA ACCESRAL PHASING CONDITIONS ISI TO BEM4N1AINEDATALLTIMES. gOriUS A MINIMUM&FOOT WIDE PATH SHALL REMAIN ALONG [ landscape arclutech] EACH BUILDING FACADE (MINIMUM 11 -FOOT ALONG EAST SIDE DUBUQUE FOR FIRE ACCESS) UNTIL SUCH TIME AS HE SIDEWALK IS TO BE DEMOLISHED, PAVED AND REOPENED TO THE PUBLIC. HE DEMOLITION, PAVING AND REOPENING SHALL BE SCHEDULED SO WOR 325 EAST 5- STREET COMPLETED WITHOUT INTERRUPTION ORD DES MOINES, IA SOGGY 2, WHEN HE B -FOOT MINIMUM PEDESTRIAN S ADJACENTTO THE FACADE IS BLOCKED, A EM Y T 515 284 1010 PAH WITHIN HE NEWLY PAVED CENTRAL CORRIDO SHALL BE PROVIDED TO MAINTAIN CONTINUOUS ACCESS ON BOH SIDES OF E. COLLEGE DUBUQUE ST. 3. PROPERTY AND BUSINESS O'Nl�QE71/D`IFIED WWW.GENUS-IA.COM CONSTRUCTIONONE INNT HE SITE OF HEIRppBQBU7rC]7OING{{[[77'' PN Wzt-4 NOTICE SHALL AGAIN BE GIVEN 48 HOURS •d.�L� PRIOR TO WORK lYI7- ARCHITECT 4, WORK THAT LIMITS ACCESS TO OP�A Cp NEUMANN MONSON ARCHITECTS ENTRANCE OR INTERRUPTS WAT S ER 211 EAST COLLEGE STREET, m. 3o3 COORDINATED WIHANYAFFEC BUSINESS OWNER, HE CITY OF IOWA CITY AN j M0WACf1Y,lA52240 FIRE DEPARTMENT. 7i31S3387878 URING PERIODS OF NON -CONSTRUCTION TEMPORARY SURFACING MUST BE INSTALLED IN INTERSECTIONS, CIVIL ENGINEER SIDEWALKS AND BE MAINTAINED BY CONTRACTOR SHOEMAKER& RAAATND 6. TEMPORARY ACCESS TO BUSINESSES MAY INCLUDE ASPHALT PAVING. BRIDGING, PLANKING. OR CHER 160 HOLIDAY ROAD METHODS APPROVED BY HE CITY OF IOWA CITY. CORALVILIE. M 52M1 7. CONTRACTOR SHALL PROVIDE SUFFICIENT ACCESS FOR P3193517150 DELIVERIES AND TRASH REMOVAL WRING CONSTRUCTION. ELECTRICAL& TRAFFIC SIGNALQATION S. CITY TO PROVIDE SIGNS FOR EACH BUSINESS FOR CONTRACTOR TO MAINTAIN AND MOVE DURING SRF CONSULTING CONSTRUCTION PHASING. ONE CARLSON PARKWAY NORTH, 9. CONTRACTOR AND CREW RESPONSIBLE FOR FINDING STE. 150 PARKING FOR PERSONAL VEHICLES OUTSIDE OF MINNEAPOLIS, MN 55147-0443 PROJEGTAREA. P763.475.a010 GENERAL TTUFFIC NOTES 1. ALL TRAFFIC CONTROL MEASURES SHALL CONFORM TO STRUCTURAL ENGINEER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES RARER RHODES ENGINEERING IMu70D) 122 E. WASHINGTON STREET, STE. B 2. ALL TRAFFIC CONTROL SHALL BE FURNISHED, ERECTED. IOWA CITY, N 52240 MAINTAINED, AND REMOVED BY THE CONTRACTOR. 3, TRAFFIC CONTROL MEASURES SHALL BE IN PLACE ANY P319.3M.789J TIME HE CONTRACTOR IS PERFORMING WORK IN THE CITY RIGHT-OF-WAY. LIGHTING DESIGN 4. COORDINATE WITH TRANSIT -CITY OF IOWA CITY, CAMPUS SCHULER SHOOK POLICE, FIRE AND AMBULANCE, OTHERS AS NECESSARY 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 MIDAM GAS LINE ABANDONMENT AND RELOCATION NOTES P6123395958 1. FEBRUARY 2010: COMPLETEATTACHMENTEASEMENTS FOR 132,100,110 AND 112 COLLEGE ST (THESE ADDRESSES HAVE NO REAR ACCESS TO HE ALLEY) ONCE HESE ARE CONFIRMED, INTERIOR PIPING BID WILL BE RELEASED. NEW ALLEYWAY METER SETS WILL BE COMPLETED IN THIS TIME. 2. FEBRUARY,NARGHM18'. INTERIOR PIPING COMPLETED. 3. MARCH 2010: SERVICE TIE-0VERS AND METER SETS INSTALLED. 4- STEEL GAS MAIN WILL BE ABANDONED IN HE PED MALL AT HIS POINT. ABANDONMENT WILL BE PEDESTRIAN MALL IMPROVEMENTS AT HE CORNER OF S LINN ST AND COLLEGE ST SHOWN IOWA CITY, IA BELOW. THIS ABANDONMENT WILL TAKE MACE BENEATH THE SIDEWALK WHERE HE GAS LINE IN PURPLE SHOWN BELOW TEES. ALL GAS MAN IN THE PEDESTRIAN MALL WILL BF AND SERVICE WALL A WILLING ALLETIVE GAS YWAYS a.w. MNL AND SERVICES IN ALL ADJOINING ALLEYWAYS TO THE PEDESTRIAN MALL. 4. INSTALLATION OF 2 -INCH PLASTIC GAS MAIN WITHIN THE ALLEY AND ACROSS DUBUQUE STREET DURING PHASE 1 . IH 0421420me %DO IH 17 lax o0 W 061302017 11)^DD 03 1W1&2017 50x CD - ---- M 122142017 100%CD ^ - Bs 0IINVW18 BIO SET — Ti0 AC IAS .2019 I PROJECT PHASING PLAN tewa 2820101200 PM 0 15' 30' 69 .ab O D101 FILED CONTACTS W W W.GENUSIA.COM ARCHITECT PARTIAL LIST OF EVENTS 1818 FEB —A oa CONTACT INFORMATION ADDRESS BUSINESSIBUSINESS CONTACT PROPERTY OVINERIOWNER CONTACT THE FOLLONING EVENTS ARE SCHEDULED FOR 2010 AND M19 IN OR WDHIN THE VICINITY OF 1325.CUNTONSTREET YOTOPMVERONICATESSLER CHRIS MANUS PROJECT. THE CONTRACTOR SWILL CONFIRM THE DATEIS)AND LOCATION( COORDINATE WI 103 E. COLLEGE STREET RAYGUWJOE HEUERMANN MARC MOEWMOEN GROUP THE CITY AND EVENT SPONSOR TO MINIMIZE DISRUPTION TOTHE EVENTA MiJ9N�� PROGRESS CCyyrr ((�� 1W HOLIDAY ROAD WELLS FARGOGEORGE HARTNEY CDRALVILLE, A52241 ��((���I�����8 ICPL EVENT SPONSOR CONTACT: SUSAN CRAIG TEL 3193565241 SUSAN5dRA9�GPL 1{+Y u P 319.351.7150 SCULPTIJOSH KRAKAUER ELECIIUCAL L TRAFFIC SIGNALITATION SETA EVENT SPONSOR CONTACT: USA BARNES TEL 3191337-7944 LISAOSUMMEROFFTTFHEEEEAAAARRRRTS IRL� 109 E. COLLEGE STREET EL PATROWGEORGE ETRE JIM MONDANARO ICDD EVENT SPONSOR CONTACT: NANCY BIRD TEL 319.354.0063 NANCY@DOWNTOWNICWACITY.CO STE. 150 MINNEAPOLIS, MN 554474443 Cftt OF LITERATURE: JOHN KENYON TEL (319) 358 M JOHNAENYONSIIOWAGITYOFLITERATURE 110E.COLLEGESTREET DONNELLY'S PUBUOSH IMMERFALL BRIAN FLYNNIONETEN PROPERTIES ENGLERT THEATER. TORI MORGENSAI(319) 6662053 TORI 4DENGLERT.ORG 112 E. COLLEGE STREET MONDO'S SALCOWJASON DEPPE JIM MONOANARO ICAD CONTACT: MARK NOLTE TEL (319)3S&3939 MNOLTE431CADGROUP.COM 111 E. COLLEGE STREET CURRENTLY FOR SALE ANTHONY MARLOWEIIOWA CITY CAPITAL PARTNERS 114 E. COLLEGE STREET TC&JOE MURPHY JIM MONDANARO 201BPHASE ICDNTRUCTK)N DATE 13 E.COLLEGE STREET GRAIFJPETER HARMAN MOEN GROUPIMONICA MOEWROBERT JETT EVEMT j1CDDI APRIL 3-5 11 COLLEGE STREET REVNALJ5HIELADAVISSON TAILWIND GROUPMYLE SMITH MISSION GREEK FESTIVAL [ENGLERT THEATER] APNILB - e ICAD EVENT APRIL 12 118 E. GE STREET FILM SCENEJJOE TIEFENTIMLER MOEN GROUPIMARC MOEN ICAD EVENT APRIL 19 VELVET COATIMICHELLE GALVIN ICAD EVENT APRIL 25 �� MODUS TAKE BACK THE NIGHT LWRACI TT26 FLYOVER FASHION FESTIVAL[SIMEONTALLEY@GWML.COM] APRIL Z7-28 121 E. COLLEGE STREET THE UNION BAWGEORGE WHDGRAPH TAILWIND GROUP/KYLE SMITH OLD CAPITOL CRITERIUM BIKE RACE IBANDERIOSIGMAIL APRIL M-29 125E.COLLEGEBTREET MARTINISIKIM MARSHALL AVZ LONGOWMARTINI'S PROPERTIES LLC ICAD EVENT MAY2-3 STEAM FESTNAL[ICPL] MAY 129 E. WASHINGTON STREET TEN THOUSAND VILLAGESCASSIDY UNIVERSITY OF IOWNKEVIN MOTE 10 CAD EVENT MAY4- EEN S STOCKER JEWELERSTM DICKENS ICAD EVENT MAY 16 NIGHT CO MAY 10 -AUGUST 31 201 E. WASHINGTON STREET BUZZ JODI CONNOLLY, TOM CONNOLLY WEN GROUPIMARC MOEN CAFRIDAM ICAD EVENT JUNE 1 META COMM TIONSISCOTTKOKOTAN CHIL MY[ICPL] JUNE 207 E. WASHINGTON STREET ARTISAN WANGEIA E TIARA CRONBAUGWMOWI JAVA LLC FEST JUNE1-3 PRIDE PARADE BCPRIDE] JUNE 15-10 1095.DUBUCUESTREET TEXTILEWRUTU JAIN UNIVERSITY OF IOWNKEVIN MOTE ICAD EVENT JUNE 19 111 S. DUBUQUE STREET ROOT PRETTYIKRISTA DOLASH JOHN KOZNKEVIN MOTE BLOCK PARTY I ICING ] JUNE 23 SIDEWALK SALES [ICDD] JULY M-21 FOREMEN PLANETDHOMAS CONNOLLY RAGBRAI JULY 27 118S. OUBUQUESTREET FIELD HOUSE MEN GROUPIMOEN TRUSTIMARC MOEWMONICA ADA CELEBRATION[SIMON ANDREW, SIMON-ANDREW@IOWACITY.ORGI JULY 20 124 S. DUBUQUE STREET DC'&NICK MILLER AMBROSE B ASSOCIATES REIATORSDRAC KALOW JAZZ FEST JUNE 29 - JULY 1 SOUL FEST AUGUST 3.4 125 S. DUBUQUE STREET PLAZA CENTRE ONE ANNETTE REED ROSE B ASSOCIATES REIA RY AMBROSE LAST SPLASH I ICPL I AUGUST 9 US CONGRESS I DAVID!ESWL TASTE OF IC [ ICOO AUGUST M LATINO TEST[MANUEL GALVEZ[EL-TRUEQUE@HOTMAIL.COMI AUGUST 25 ZEPHYRWSTEVE PAJUNEN CULINARY WALK SEPTEMBER I2-19 ASPEN LEAF YOGURTSAF IBRIK CKTOBERFEST I CYCLOCROSS(ICDDICVBI SEPTEMBER 29 2105. DUBUQUE STREET SHERATOWGRADUATE HOTELS ERIC AJ CAPRNP ERS CITY OF LITERATURE'S BOOK FESTIVAL OCTOBERS SUNSET SALSA [GIWQUISM0@13MAIL COMI EVERY SAT. IN THEROCK 1239. !INN STREET MERGENMTE MORELANO, MARK NOLTE AGIPUBLIG LIBRARYICTTV ALITY T' THE CHALK PAID WEST ONE BANK] TSD MIS. LINN STREET HOTEL VETROSTEVE SMYKA MOEN GROUP/MARC MOEN FORMOSAIGEORGE ETRE ERIOWA 3018 BROTNERSIMICHAEL LAWLER SPRINGPRING BREAK MARCH 11-10 AK K LAST DAY OF CUSS AMY 4.2018 FINAL EKAMS MAY -MAY 11 COMMENCEMENT 1 13 AUGUST CLASSES BEGIN AUGUST 20E HOME FOOTBALL GAME SEPTEMBERI E FOOTBALL GAME SEPTEMBERS HIM TBALL CAME SEPTEMBER 15 HOME !GAME SEPTEMBER 2Z HOME FOO ME OCTOBER HOME FOOTBALL NOVEMBERERI e....«—.1, 1.—NOVEMBER 23 23 LEGAL HOLIDAYS 2018 MEMORIAL DAY FOURTH OF JULY LABOR DAY 2019. PHASE II CONSTRUCTION TAKE BACK THE NIGHT- WRAC FLYOVER FASHION FESTIVAL ISIMEONTALLEYOGMAILCOMI OLD CAPITOL CRITERIUM BIKE RACE [BANUER706DGMAILC0MI STEAM FESTIVAL [ ICPL ] FRIDAY NIGHT CONCERT SERIES: [ SOTA I CHILDREN'S DAY I ICPL I IOWA ARTS FESTIVAL [ SOTA I TENTATIVE LAST SPLASH[ IGFLI DOWNTOWN BLOCK PARTY JAZZ FEST SIDEWALK SALES LATINO FEST [MANUEL GALVEZ [EL-TRUEQUEOHOTMNIL GOM] TASTE OF IOWA CITY CITY OF LITERATURES BOOK FESTIVAL IOWA SOUL FESTIVAL:[ BETA UNIVERSITY OF IOWA 2019 SPRING BREAK LAST DAY OF CLASS FINALEKAMS COMMENCEMENT FIRST DAY OF CLASS HOME FOOTBALL GAME HOME FOOTBALL GAME HOME FOOTBALL GAME HOME FOOTBALL GAME HOME FOOTBALL GAME HOME FOOTBALL GAME HOME FOOTBALL GAME LEGAL HOLIDAYS 2019 MEMORIAL OAY FOURTHOFJULY LABOR DAY MAY 28 JULY 4 SEPTEMBER genus [ landscape architects ] 325 EAST 5- STREET DES MOINES.IA 50309 T 515 284 1010 4' 24 W W W.GENUSIA.COM ARCHITECT NEUMONN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 ^ IOWA CITY, A 52240 VA P 3193367978 CWL ENGINEER SHOEM4]4ER 6 HAAJAND 1W HOLIDAY ROAD CDRALVILLE, A52241 P 319.351.7150 ELECIIUCAL L TRAFFIC SIGNALITATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P MATS ONO STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACRY,A52240 P 319.333]950 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612339.5958 TBD APRIL 2626 APRIL M-27 APRIL 27-2B MY 43, Ml (TBD) MY 17 OR 24 (TBD) -AUGUST SO JUNE JULY 19-20 AUGUST AUGUST 21 AUGUST 31 OCTOBER 7 MARCH 17-24 MY MAYS -10 MAY 11-12 AUG15T20 AUGUST 31 SEPTEMBER 7 5EPTEMBERM OCTOBER 12 OCTOBER 19 NOVEMBER 16 NMEMBER23 MAY 27 JULY 4 SEP7EMBERY PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, A mw 01 01I2W2017 70% DO 02 OW302017 1D0%11D 03 IWIM17 50%CD 09 12I2WM117 100%CD OS 01GIZW18 BID SET W •� AC GG/EHIPN 153 PROJECT PHASING NOTES 16031 86"J01812:08 PM ADDRESS BUSINESS ACCOMMODATIONS I IMPACT MITIGATION o, 118E COLLEGE FILM SCENE 1)ONE ENTRANCE 03 10/181201] 53%CD D LATE STMT DATE: 2) DELIVERY IN PED MALL ENTRY TRASH IN ALLEY 05 4 SUBSTANTIAL COMPLETION: JULY 31 "IS 3) MONDAY AND TUESDAY PREFERRED PAVING DAYS ESTIMATED DURATION: 110E COLLEGE DONNELLYS PUB 1) ONE ENTRANCE IN FRONT -+- -- - GRANITE TREADS I GRANf1E PAVER REPLACEMENT REPLACEMENT i 2) DEWERES THROUGH FRONT DOOR AREA INTAKE IN PLANT BED TRENCH DRAIN 3) MONDAY THROUGH WEDNESDAY PREFERRED FOR CONSTRUCTION 108E COLLEGE SAUCE i)ONE ENTRANCE TERRACE LIGHTING (LEAD TIME &10 WEEKS) 2)OELNERIES THROUGH FRONT DOOR V° v i CONDUIT 3) MONDAY THROUGH WEDNESDAY PREFERRED FOR CONSTRUCTION , 103E COLLEGE LS FARGO 1)TWOENTRAWES Q END SITE FURNISHINGS AND PLANTINGS 2) SATURDAY AND SUNDAYS PREFERRED PAVING DAYS 105ECOLLEGE RAYGUN 1) TWO ENTRANCES, ONE OFF GUNTON 2) TRASH IN THE ALLEY AND DELIVERIES ON CLINTON 3) WEEKDAYS PREFERRED FOR CONSTRUCTION PEDESTRIAN ACCESS 105 ECOLLEGE SCULPT 1)ONE ENTRANCE 2) DELIVERIES THROUGH FRONT TRASH AROUND ALLEY THROUGH FRONT THURSDAYS AND FRIDAYS PREFERRED PAVING DAYS .,. 108 E COLLEGE EL PATRON 1)C CTOR TO COORDINATE WITH OWNER 112 ECOLLEGE MONDOS SALOON 1)ME EN NCE 2)BACK DOORF DEUVERIESANDTRASH 3) MONDAYS AND TUEPAYS PREFERRED FOR PAVING 115 E COLLEGE GRAZE 1) ONE ENTRANCE 2) BACK DOOR FOR DELIVERIES AND TRASH 3) MONDAYS AND TUESDAYS PREFERRED PAVING 118 E COLLEGE VELVETCOAT 1)ONE ENTRANCE _. 2) DELIVERIES THROUGH THE FRONT DOOR TRASH THROUGH ALLEY 3) SUNDAYS AND MONDAYS PREFERRED PAVING DAYS 121 ECOLLEGE REVIVAL 1) TWO ENTRANCES OFF PEDESTRIAN MALL 2) DELIVERIES THROUGH FRONT AND BACK DOORS - 3)MONDAY- WEDNESDAY$ PREFERRED PAVING DAYS A. 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CONSTRUCTION TRAILER TO BE RELOCATED AS NECESSARY 14 ALLOWABLE CLOSURE DAYS 5 DAY TEMPORARY CLOSURE FOR UTILITY INSTALLATION AMOW ALLEY NOTE. 1) ONCE ALLEY IS CLOSED, IT IS TO REMAIN CLOSED UNTIL COMPLETION OF ALL WORK WITH THE EXCEPTION OF THE UTILITY INSTALLATION ACROSS THE ALLEY COVERED UNDER THE 5 MY TEMPORARY CLOSURE. 2) WORK INCLUDES COORDINATION WITH MIDAM ON THERE INSTALLATION OF 2 -INCH PLASTIC GAS MAIN WITHIN THE ALLEY AND ACROSS DUBUQUE ST. D 15 SD BY O I genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 2B4 1010 W W W.GENUSU.COM ARCHITECT NEUMANN MONSON ARCHITECTS 711 FAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 3193387878 Cift ENGINEER SHOEMAKER& RMIAND 1W HOLIDAY ROAD CORPLVILLE, A 52241 P319.351]I53 ELECTRICAL A TRAFFIC S WNALIZATI SRF CONSULTING ONE CA LSON PARKWAY NORTH, STE. ISO MINNEAPOLIS, MN 55447-044.7 P 763.475.0010 STRUCTURALENWNEER RAKER RHODES ENGINEERING 171 E. WASHINGTON STREET, STE. B IOWA CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IN eW LJ --LJ o, @ PHASE 1A 03 10/181201] 53%CD D LATE STMT DATE: APRIL 30. MIS 05 4 SUBSTANTIAL COMPLETION: JULY 31 "IS ESTIMATED DURATION: 13 WEEKS WORKTMKS: DEMO GRANITE TREADS I GRANf1E PAVER REPLACEMENT REPLACEMENT i UTILITY AREA INTAKE IN PLANT BED TRENCH DRAIN FCC BABE COLORED P.C.C. STAGE CANOPY I ALTERNATE I( LEAD TIME 2 MONTHS) TERRACE LIGHTING (LEAD TIME &10 WEEKS) SUBDRAIN IN PLANT BED PAVERS i CONDUIT SOILS/IRRIGATION LIMESTONE WALLS FOOTINGS (PCC FOOTINGS. CANOPY. WALLS) Q END SITE FURNISHINGS AND PLANTINGS I r' . I REPLACE CESSARY ,-. u f1 LEGEND CONSTRUCTION FENCE, V CHAIN LINK FENCE F C STFIUESON SIGN DURING ■Y`". C BUSINESSES SIGN J— 2 [INSTRUCTION ENTRANCE TRUCK TRAFFIC AHEAD M DINE SSOES OPEN DURING IM 2018FEN6 PAPROVIENTOBUI UM S, 11' WIDE MINIMUM FOR FIRE TRUCKACCESS SIDE DUBUQUE STREET AS IQARASIW&ES PHARE 1 . PEDESTRIAN MALL DUBUQUE STREET CORRIDOR 1. INSTALL &FOOT CHAIN LINK FENCE AND OTHER PEDESTRIAN TRAFFIC CONTROL DEVICES PROVIDING A MINIMUM V WALKWAY ADJACENT TO BUILDING FACE ON THE WEST SIDES AND 1T ON THE EAST SIDE OF DUBUQUE STREET WITHIN THE PEDESTRIAN MALL. 2 REMOVE SIDEWALK PAVEMENT AND OTHER ITE OR DEMOLITION AS NEEDED TO COM O PHASING LIMITS. 3. INS TALL PEDEBTR C CONTROL CLOSING SIDEWALK AS RE (LIRE GWATER SERVICE INSTALLATION_ ALL WATER MAIN. OBTAIN PASSING TESTIS). S.INSTALL WATER SERVICES. MAINTAIN B' PEDESTRIAN ACCESS TO BUSINESSES AT ALL TIMES. OBTAIN PASSING TEST(S). 6, INSTALL OTHER UTILITIES, PAVEMENT WITHIN PHASE LIMITS, PI -ANTER WALLS AND CURBS, LIGHTS AND OTHER IMPROVEMENTS WITHIN PHASE LIMITS. MAINTAIN V PEDESTRIAN ACCESS TO BUSINESSES AT ALL TIMES. 7. BRIDGING, SCHEDULING AND OTHER METHODS SHALL BE USED TO MAINTAIN BUSINESS ACCESS AT ALL TIMES. METHODS SHALL BE USED TO PROVIDE SECURITY AND WEATHER PROTECTION TO EXISTING BUILDING SPACES WRING VAULT REPAIR OPERATIONS. B. CONSTRUCTION TRAILER TO BE RELOCATED AS NECESSARY 14 ALLOWABLE CLOSURE DAYS 5 DAY TEMPORARY CLOSURE FOR UTILITY INSTALLATION AMOW ALLEY NOTE. 1) ONCE ALLEY IS CLOSED, IT IS TO REMAIN CLOSED UNTIL COMPLETION OF ALL WORK WITH THE EXCEPTION OF THE UTILITY INSTALLATION ACROSS THE ALLEY COVERED UNDER THE 5 MY TEMPORARY CLOSURE. 2) WORK INCLUDES COORDINATION WITH MIDAM ON THERE INSTALLATION OF 2 -INCH PLASTIC GAS MAIN WITHIN THE ALLEY AND ACROSS DUBUQUE ST. D 15 SD BY O I genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 2B4 1010 W W W.GENUSU.COM ARCHITECT NEUMANN MONSON ARCHITECTS 711 FAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 3193387878 Cift ENGINEER SHOEMAKER& RMIAND 1W HOLIDAY ROAD CORPLVILLE, A 52241 P319.351]I53 ELECTRICAL A TRAFFIC S WNALIZATI SRF CONSULTING ONE CA LSON PARKWAY NORTH, STE. ISO MINNEAPOLIS, MN 55447-044.7 P 763.475.0010 STRUCTURALENWNEER RAKER RHODES ENGINEERING 171 E. WASHINGTON STREET, STE. B IOWA CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IN eW LJ --LJ o, OW2M201T Ta%w @ OMSW201T 100%DD 03 10/181201] 53%CD 04 1Z2Q2017 100% CD 05 OVOS2018 BID SEI CCIEN/PN/SS PHASE 1 PLAN 18034 2AL201812:08 PM D103 Tri --- genus- ADDRESS BUSINESS PGCOMMWATIQNSIIMPACT MITIGATION --u - � - LEGEND [ landscape architect ] 118 E COLLEGE FILMSCNE 1)ME ENTRANCE 2) DELIVERY IN PED MALL ENTRY TRASH IN ALLEY r ql -i 1 '- CONSTRUCTION FENCE. fi'CHVN LINK FENCE 3)MONDAY ENT ANCEINND DAY FRONTPREFERRED PAVING DAYS ✓ f �I ! 325 OI E. STREET ALL BUSINESSES OPEN DURING DEB MOINES. 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B 2)MOND DELIVERIES Y -WEDNESDAY PREFERONT RED DPAVINGDACK USED AI TO ROVIDBUSINESSACCESS AND WE MEB, METHODSSHALLT BE IOWA CITY, A 52240 3) MONDAY WEDNESDAYS PREFERRED PAVING DAYS m � n EMSTIN PROVIDE SPACE'S DURING AUL REPAIR OPER TO 4) ACCESS REQUIRED AT ONE OF THE TWO ENTRANCES ALL DAY E%ISTING BUILDING SPACES DURING VAULT REPAIR OPERATIONS. P319833.iBW 221 ECOLEGE FORMOSA 1) CONTRACTOR TO COORDINATE WITH OWNER LIGHTING DESIGN _ SCHULER SHOOK — "— LIPI —' 'v.•.. �. 219 MAIN STREETSE. STE. 200 MINNEAPOLIS, MN 55414 P 612339.5958 PHASE EARLY START DATE: MAY 13,2019. SUBSTANTIAL COMPLETION: OCTOBER 31, 2019 EARLY START DATE: MAY 13.2019 ESTIMATED DURATION: 23 WEEKS l: pIIA,N MALL IMPROVEMENTS SUBSTANIthl-COMPLETION: OCTOBER Jt, Z19 WORKTASKSDEMO OWACIFTYA ESTIMATED DURATION25 WEEKS UTILITIES WORTASKSDEMO LIMESTONE NPL PLANT IITILITIE3 %" LIMESTONE WALLS SUBDRAIAK INPLANTB FOOTINGS CONDUIT STORY WALL (I2 WEEK LEAD TIME FOR STONE) %:.. �•W' AREA INTAKE IN PLANT BED POCSTREET GRANITE TREADS I GRANITE CAULKING PCG BASE TRAFFIC SIGNALIZATION PAVERS PCC BASE SOIL/ IRRIGATION PAVERS ( m SEND SITE FURNISHINGS AND PLANTINGS SOILS/IRRIGATION 44 END SITE FURNISHINGS AND PLANTINGS 1 Ol 04/1&X11] 70% DO p. 'Y _m I / I 02 Oa3D201] 1W% DO MAN ACCESS / I Ii a '., 03 1a1elzol] wx CD lvmmn laox CD 4'� i, '" � / PEDESTRIAN ACCESS `� OS 01rzaA18 BIO SET LIP _PHASE2 `a1 4 °? SO .. AC ..� RIP [e 132,110 SF t I - 2 1 114,8.50 SF ❑ " CCI EH PN/SS Tm I If L•. — — — — t. 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SEE DETAIL 71 L600 18034 121121131:42 PM DD102 PROTECT EXISTING ® CONCRETETILE BUILDING ENTRY ®REMOVEAND REINSTALLSIGN,SEEL123 SALVAGE STOP SIGN ®REMOVEANO SALVAGE STORM REINSTALL INTAKE. SEE 0124 FRAME AND GRATE 121121131:42 PM DD102 0 1 12 � 0 2 E, UNDERGROUND PRN hNO 210 S DUBUQUE0. II§ 101 11 l BREAD GAhDEN DAR< T AND BAKERY 225 5 UNN IA CITY FITNESS 3rd FLOM PLAZA TOWERS O PROTECTION SCHEDULE KEY DESCRIPTION NOTES CONCRETEE STAIRS PROTECT MISTING INCLUDES BUILDING COLUMNS, 0 THRESHOLDS STEPS, WATERPROOFING, AND SALVAGE SALVAGE STRUCTURAL SLAB AREAWAYS LIMESTONE WALL EASING BUILDING SEE C503 QB VAULT I BASEMENT COMPLETE. LITTER OPROTECTEASTING RECEPTACLE RECEPTACLE REMOVAL BY CITY © (UTILITY) VAULT REMOVEZ-7X2-2-CONCRETE QPROTECTEXISTING POLE FOOTING, COMPLETE CONCRETE STEP LIMESTONE WALL QD PROTECT EXISTING INCLUDES NCRETE PAD AND Q5 TRANSFORMERI ALL CoN CTED CONCRETE BAND ELECTRICAL METER UNDE WND UTILITIES ' PROTECT BASTING FOOTING, COMPLETE. STORE © PLAY SURFACE AND ART AT MESO AKIE PARK QF CURB REMOVE 2'4" DW CONCRETE BY USPS DEMOAND REPLAC FOOTING, COMPLETE Q EXISTING STORM LINN 9TREETCURB INLET © TOP AND THROAT CONCRETE FOOTING, QB REMOVEAND SALVAGE REMOVE CONCRETE PAD, DISPOSE OF T VAULT EWIOFIT VAULT COMPLETE OH RETROFIT EXISTING 1'-YOOMCRETEFOOTINGS, Q LAMINAR FLOW BY CITY, SEEPLTI QREMOVE I NOZZLES REMOVE5'X5'CONCRETE FENCE ENCLOSURE PROTECT EXISTING AT HOTEL ENTRY REMOVEAND KEYPAD ©1 I DEMOLITION SCHEDULE KEY ZDESCRIPTION NOTES CONCRETEE STAIRS AND FOOTING. COMPLETE REMOVE 44' CONCRETE PAD. AND REMOVEAND COMPLETE. BENCH REMOVAL SALVAGE SALVAGE SALVAGE BENCH BY CRY LIMESTONE WALL REMOVEAND REMOVE 0' CONCRETE PAD, QB SALVAGE LITTER COMPLETE. 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COMPLETE AND MATER SEE LS ® SALVAGE SALVAGE STORE UNUSED IECEST ANOSTOREUNUSEDPIECES TO ® LIMESTONE WALL 825 MCOOLLISTER LOT ®REMOVEAND DISPOSE OF AT WEATHER DANCE FOUNTAIN, ®REMOVE GRANDE PAVER SEE SHEET 1.401 ®REMOVE AND GRACE GRADE ®REMOVE DISPOSE OF ®REMOVEAND CONCRETE STEP SEEC111-0115 AND ®REMOVE DISPOSE OF REMOVE FOOTING, REINSTALL ®REMOVE CONCRETE BAND SIGN. SEE 1.123 ®REMOVE AND REINSTALL SIGN, SEE L123 ®REMOVE DISPOSE OF REPLACE WITH CITY STANDARD ®REMWEAND CONCRETE CURB USPS CONTACT: BILL BY USPS VERIFY DEPTH AND SUBBASE ®REMOVEAND DISPOSE OF CONDITIONS IN FIELD, SEE ® CONCRETE GEOTECH REPORT PIANO ®REMOVEAND DISPOSE OF REMOVE FOOTING, COMPLETE TRAFFIC BOLLARD CAP COMMIT BELOW GRADE REMOVEAND FOOTINGS AND WOODEN It SALVAGE PATIO PLATFORMS. COORDINATE ®REMOVE FENCE ENCLOSURE WITH BUSINESS OWNERS ®ADJUSTEIECTRICAL REMOVEAND CAPCWWRBELOW GRDE ©1 SALVAGENO COORDINATE WITH CIN ®SALVAGE SMOKING SIGN SEE Lin FOR REINSTALLATION AND REMOVE FOOTING ELECTRICAL ®REMOVE DISPOSE OFSTREET ANDCAPCOMWITBELOW LIGHT POLE GRADE ®REMOVE AND DISROBE OF SENTRYAND ® TRENCH DRAIN WEATHER AATHER DANCE FOUNTAIN O&30.201T 100%20 AND 10I18201T 50Y.CD ®REMOVE DISPOSEOFSTORM SEE C121 -C125 ® UREURE STRUCTURE SEE Ct11C115 TREE PROTECTION ,SEE DETAIL 8/1,506 AND REMOVE FOOTING ELECTRICAL ®REMOVE DISPOSTRAFFI AND CONDUIT BELOW ®REMOVE TRAFFICSIGNAL SIG GRACE GRADE FIRE ®REMOVEAND DISPOSE OF SEEC111-0115 DRINKING FWNTAN ®REMOVEAND SALVAGE LIBRARY REMOVE FOOTING, REINSTALL ®REMOVE SIGN SIGN. SEE 1.123 ®REMOVE AND REINSTALL SIGN, SEE L123 SA,VAGEACASIGN REPLACE WITH CITY STANDARD ®REMWEAND SALVAGE MAIL M% USPS CONTACT: BILL BY USPS PAT1SRSONI319.321.9416 ®REMOVESTORMI REMOVE AND SEEC121L125 ® SALVAGE Ol1TDOOR COORDINATE WITH CITY PIANO O REMOVE AND DISPOSE OF REMOVAL ELECTRICAL AND ELECTRICALa = CAP COMMIT BELOW GRADE REMOVE COORDINATE WITH WELLS © REMOVEATM FARGO AND CITY ®REMOVE TRAFFIC CABINET AND REMOVAL ELECIRICALAND ®ADJUSTEIECTRICAL FOOTING CAPCWWRBELOW GRDE FORMOSA 221 E COLLEGE _ I\ 4 /dlT �� ij- Cis A � � I l AN DEMOLITION LEGEND OTIME TO BE REMOVED, COMPLETE. ❑ ® SHUTOFFVA SHUTOFVALVE SEE 6111-0115 O&30.201T 100%20 AND CAP LINE 10I18201T 50Y.CD REMO O SALVAGE LIMESTONE WALL PIECES ADJUST WATER SALVAGE BER CORRESPONDS WITH ® SHUTOFFVALVETO SEE Ct11C115 TREE PROTECTION ,SEE DETAIL 8/1,506 FINISH FINISH GRACE TREE PROTECTION PANELS, SEE DETAIL T 11.505 FIRE SALVAGEFIREHYDRANT ®REMOVE HYDRANTANDCAP SERVICE FIXTUREFORREUSE,SEECIVIL FIRE ®ADJUST HYDRANT TO FINISH SEEC111-0115 GRADE WATER ®REMOVE HYDRANT AND CAP SEEC111C115 SERVICE MANHOLE REPLACE WITH CITY STANDARD ®REMOVE FRAME AND LID AND ADJUST TO FINISH GRADE ®REMOVESTORMI SEWER CLEAN WT SEEC121L125 AND CAP SERVICE ®ADJUSTSTORMI SEWER CLEAN WT SEEC121CI25 TO FINISH GRADE REMOVE REMOVE ELECTRICAL AND CAP 13 ELECTRICALMHIHH CWMRBELOWGRADE ®ADJUSTEIECTRICAL MH I HH TO FINISH GRADE ®SALVAGE SEE Lin FOR REINSTALLATION ANEMOMETER _ I\ 4 /dlT �� ij- Cis A � � I l AN DEMOLITION LEGEND OTIME TO BE REMOVED, COMPLETE. ❑ BRICK PAVEMENT REMOVAL, COMPLETE ❑ CONCRETE REMOVAL, COMPLETE O&30.201T 100%20 PLANT MATERIAL I MULCH REMOVAL. COMPLETE 10I18201T 50Y.CD REMO O SALVAGE LIMESTONE WALL PIECES C= SALVAGE BER CORRESPONDS WITH ®REMOVE LIMESTMEW SCHEDULE G011{A13 —R— TREE PROTECTION ,SEE DETAIL 8/1,506 FRAMEANOGRATE TREE PROTECTION PANELS, SEE DETAIL T 11.505 ® PROTECT EXISTING CONCRETE/TILE 01 MIMING ENTRY 02 O&30.201T 100%20 03 10I18201T 50Y.CD ®REMOWAND SALVAGE STOP SIGN REINSTALLSIGN,SEEL123 ®REMOVE AND SALVAGE STORM REINSTALL INTAKE, SEE C124 FRAMEANOGRATE genus [ landscape architects ] 325 EAST 5m STREET DES MOINES, A S030P T 515 284 1010 W W W.GENUS-L1COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACfIY %5UM P 3193387878 CIVIL ENGINEER SHOEMAKER d H4ALIND 160 HOLIDAY ROAD CORI A52241 P319.351.7150 ELECTRICAL B TRAFFIC SIGNALVATN SRF CONSULTING ONE CARL" PARKWAY NORTH, STE 150 MINNEAPOLIS MN 554474443 P 7634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERNG 122 E. WASHINGTON STREET, STE. IS IOWA CITY, IA 52240 P319W37850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 2D0 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 OO IT 70% DO 02 O&30.201T 100%20 03 10I18201T 50Y.CD M 121212017 100%CD 05 O1IPTVAIB BID SET CCIEH/PNISS DEMOLITION PLAN - AREA 3 18034 1124120181:42 PM 7�71[IIi? ------ - AREAS — {T /�AREg1 J J3 y�.y�P L L a � Taa' IDFIL . • a Ja _. , J3 �- F� @ D EJ - ?Ott�6 C BH�`T ; MTY M AMERICAN VAULT VAYON PROVIDED BY �/ 1-11. ,.AN ON 12-21-15. IOWQ CITY. r Ua ' I4 PLANS PROVIDE SHOW THAT THE RIM ELEV.681.401 LZ VAULT IS 7.32' DEEP FROM RIM NOTE i0 BOTTOM BOX THESE WATER SHUTOFF STRUG 5 ARE * /% ATTACHED TO SIDE OF BUILDING A E NOT qV GROUND SURF I — N FIELD HOUSE ASPEN LEAF FROZEN^YOGURT - I 118 S DUBUQUE a 5' to 20' O PROTECTION SCHEDULE KEY DESCRIPTION NOTES CONNCRREETETE STAIRS PROTECTEXIBTING INCLUDES BUILDING COLUMNS, Q1 THRESHOLDS STEPSWATERPROOFING,AND SALVAGE SALVAGE STRUCTURAL SIA& AREAWAYS LIMESTONE WALL EXISTING BUILDING SEE C503 DISPOSE OF VAULT/BASEMENT SE COMPLETE. LITTER QPROTECT EXISTING RECEPTACLE REMOVAL BY CITY AND (UTLRY)VAULT REMOVE Y -T X YT CONCRETE 0 PROTECTEXISTING FOOTING, COMPLETE CONCRETE STEP LIMESTONE WALL QD PROTECT EXISTING INCLUDES CONIC EPAD AND Q TRANSFORMER/ ALLCONNEC CONCRETE BAND ELECTRICAL METER UNDERGRO UTILITIES QE PROTECTE%ISTING FOOTING, COMPLETE. STORE © PLAY SURFACE AND ART AT MESQUAKIE PARK OF CURB REMOVE 2'b' DW CONCRETE BY USPS DEMO AND REPLACE FOOTING. COMPLETE � 1'J EXISTINGSTORM LINN STREET OURS INLET © TOP AND OAT CONCRETE FOOTING. Q6 REMOVE SALVAGE TAIN REMOVE CONCRETE PAD, DISPOSE OF VAULT COMPLETE O RETROF SING RETRAR 1'b -CONCRETE FOOTINGS, O9 FLOW LAMINAR FLOW BY CITY, SEE AL1.1 QI 02ZLE3 REMOVESXFCONGRETE 1D PROTELTFJ(ISTING AT HOTEL ENTRY REMOVE AND KEYPAD Qt nn/ XILAIAA DEMO tON SCHEDULE KEY DESCRI ON NOTES CONNCRREETETE STAIRS AND FOOTING, COMPLETE REMOVE"'GONCRETEPAD, Q REMO AND COMPLETE. BENCH REMOVAL SALVAGE SALVAGE S GE BENCH BY CRY LIMESTONE WALL EMOVE ANO REMOVE4-CONCRETE PAD. DISPOSE OF SALVAGE LITTER COMPLETE. LITTER GRANDE PAVER RECEPTACLE RECEPTACLE REMOVAL BY CITY AND REMOVE AND REMOVE Y -T X YT CONCRETE © DISPOSEOFLIGHT POLE FOOTING, COMPLETE CONCRETE STEP REMOVEAND QD SALVAGE BIKE RACK BY CITY DISPOSE OF I FDOT STATION ®REMOVEAND CONCRETE BAND REMOVEAND REMOVE 5'X 5 -CONCRETE QE SALVAGE PUBLIC FOOTING, COMPLETE. STORE DISPOSE OF ART ART AT MESQUAKIE PARK OF REMOVEAND DISPOSE OF REMOVE 2'b' DW CONCRETE BY USPS POSTING PILLAR FOOTING. COMPLETE DISPOSE OF REMOVE AND REMOVE S'90 -X 5'-1P © DISPOBE OF KIOSK CONCRETE FOOTING. PIANO COMPLETE DISPOSE OF REMOVE AND REMOVE 4 POSTS AND Tx O DISPOSE OF 1'b -CONCRETE FOOTINGS, REMOVEAND PERGOLA COMPLETE QI REMOVE AND DISPOSE OF TREE REMOVESXFCONGRETE FENCE ENCLOSURE GRA E FOOTING, COMPLETE REMOVE AND RE Qt QJ SALVAGE PICNIC BY CITY $MOKING SIGN TABLE "-6 1 C A Rtll 'I 12 1135 L, 12 28 ' Nv, 61) SE; DUBUQUE UI HEALTHCARE /.A 130 5 DUBUQUE REMOVE AND COC REMOVE STAIRS. HANDRAIL S, ® CONNCRREETETE STAIRS AND FOOTING, COMPLETE REMOVMATER AND SEE ALS DELIVER ® SALVAGE SALVAGE STORE UNUSED , ANO NUSEDPIECES TO ® LIMESTONE WALL CCOLU 625 MCCOLLISTER LOT ®REMOVEAND DISPOSE OF AT WEATHER DANCE FOUNTAIN, ®REMOVEAND GRANDE PAVER SEE SHEET L401 AND GRADE ®REMOVE DISPOSE OF ®REMUVEAND CONCRETE STEP SEE C111 -C115 DRINKING FOUNTAIN ®REMOVEAND DISPOSE OF REMOVE FOOTING, REINSTALL ®REMOVEAND CONCRETE BAND SIGN, SEE Li03 ®REMOVE REMOVE AND REINSTALL SIGN, SEE L123 ®1 DISPOSE OF REPLACEWITHCITYSTANDARD ®REMOVE CONCRETE CURB USPS CONTACT: BILL BY USPS VERIFY DEPTH AND SUBBASE ®REMOVEAND DISPOSE OF CONDITIONS INFIELD. SEE ® CONCRETE GEOTECH REPORT PIANO ®REMOVEAND DISPOSE OF REMOVE FOOTING. COMPLETE TRAFFIC BOLLARD GAP CONDUIT BELOW GRACE ® REMOVEAND FOOTINGSANDWOODEN H SALVAGE PATIO PLATFORMS. COORDINATE ®REMOVETRAFMC FENCE ENCLOSURE WITH BUSINESS OWNERS ©ADJUST REMOVE AND CAP CONDUIT BELOW GRADE Qt SALVA'ENO COORDINATE WITH CITY ®GPADEMOMET $MOKING SIGN S EE L122 FOR REINSTALUTON AND REMOVE FOOTING ®REMOVE DISPOSELE STREET INDUFELEOTRICAL COFIDURBELOW LIGHT POLE GRACAP GRADE 28 ' Nv, 61) SE; DUBUQUE UI HEALTHCARE /.A 130 5 DUBUQUE 0 L J DEMOLITION LEGEND \ EMOVE AND RDISPOSE SEE MERGE ENTRY AND ® DRAIN TRENCH R MERGE CONCRETE REMOVAL, COMPLETE 136 5 DUBUQUE PLANT MATERIAL/ MULCH REMOVAL, COMPLETE AREA4 DISPOSE OF STORM — MFA2 0 L J DEMOLITION LEGEND \ EMOVE AND RDISPOSE SEE MERGE ENTRY AND ® DRAIN TRENCH R VIEATHER DANCE FOUNTAIN CONCRETE REMOVAL, COMPLETE AND PLANT MATERIAL/ MULCH REMOVAL, COMPLETE ®REMOVE DISPOSE OF STORM SEE C121-Cl25 ® STRUCTURE SEE C111C115 —Tp— FINISH GRADE REMOVE FOOTING, ELECTRICAL ®REMOVEAND DISPOSEOF AND CAP CONDUIT BELOW TRAFFIC SIGNAL GRADE FIRE ®REMUVEAND DISPOSE OF SEE C111 -C115 DRINKING FOUNTAIN REMOVE FOOTING, REINSTALL ®REMOVEAND SALVAGE LIBRARY SIGN SIGN, SEE Li03 ®REMOVE AND REINSTALL SIGN, SEE L123 ®REMOVE SALVAGE AOA SIGN REPLACEWITHCITYSTANDARD ®REMOVE AND SALVAGE MAIL BOX USPS CONTACT: BILL BY USPS PATTERSON/313321.3416 ®REMOVE REMOVEAND SEEC121L125 ® SALVAGE OUTDOOR COORDINATE WITH CRY PIANO 12 REMOVE AND DISPOSE OF REMOVAL EIECTRICALAND L ELECTRICAL OUTLET GAP CONDUIT BELOW GRACE ® REMOVEATM COORDINATEWITHWELLS O ELECTRCALMH/HH FARGOANDCITY ®REMOVETRAFMC CASIN5TAND REMOVAL ELECTRICAL AND ©ADJUST FOOTING CAP CONDUIT BELOW GRADE 0 L J DEMOLITION LEGEND \ OTREE TO BE REMOVED, COMPLETE. ®REMOVEWATER SHUTOFF VALVE SEE Citt-0115 CONCRETE REMOVAL, COMPLETE AND CAP LINE PLANT MATERIAL/ MULCH REMOVAL, COMPLETE ®REMOVEAND ADJUSTWATEFI L;ID ® SHUTOFFVALVALVE TO SEE C111C115 —Tp— FINISH GRADE TREE PROTECTION PANELS, SEE DETAIL T I LSOs REMOVE® IRE HYDRANT HYDRIWT ANO CAP AN SALVAGE FIRE HYDRANT SERVICE FIXTURE FOR REUSE, SEE CML FIRE ®ADJUST HYDRANT TO FINISH SEE C111 -C115 GRADE ®REMOVEWATER SERVICE DGAP SEE L111C115 SERVILE ®REMOVE MANHOLE REPLACEWITHCITYSTANDARD FRAME AND LID ANDADJUSTTOFINISHGRADE STORM ®REMOVE SEWER CLEAN OUT SEEC121L125 ANDCAPSERVICE STORM ®ADJUST SEWER CLEAN OUT SEE C121 -C125 TO FINISH GRADE REMOVE REMOVE EIECTRICALAND CAP O ELECTRCALMH/HH CONDUIT BELOW GRADE ELECTRICAL ©ADJUST MH I HH TO FINISH ®GPADEMOMET SALVAGE S EE L122 FOR REINSTALUTON ANEER 0 L J DEMOLITION LEGEND \ OTREE TO BE REMOVED, COMPLETE. ❑ BRICK PAVEMENT REMOVAL, COMPLETE ❑ CONCRETE REMOVAL, COMPLETE ® PLANT MATERIAL/ MULCH REMOVAL, COMPLETE ®REMOVEAND REMOVE AND SALVAGE LIMESTONE WALL PIECES L;ID SALVAGE NUMBER CORRESPONDS WITH SALVAGESTOP3IGN LIMESTONE WALL SCHEDULE G011G013 —Tp— TREE PROTECTION FENCE, SEE DETAIL SI L506 TREE PROTECTION PANELS, SEE DETAIL T I LSOs genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACITY, IA 52240 P 319.3387878 CMILENGINEER SHOEMAKER 8 HIALAND 160 HOLIDAY ROAD CORAIVLLE, M 52241 P319.3517150 ELECTRICAL& TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447-0443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACBY,M52240 ,319,333.7M LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE STE. 200 MINNEAPOLIS, MN 55414 PB2.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 (MV28SKM7 T"m 02 OM302017 10IMCD 03 1wl&Q017 509: co 04 12/202017 iO0%CD 05 01I2N2018 BIDSET BD ,e.... AC •� CCIEHIPNISS DEMOLITION PLAN - AREA 4 16034 1QM%L81:42 PM DD104 PROFFECTEXISTING ® CONCRETE/TILE BUILDING ENTRY ®REMOVEAND REINSTALL SIGN. SEE L123 SALVAGESTOP3IGN ANO ®REMOVE REINSTALLINTAKE.3EE C124 FSALVAGESTORMRAM5A DGRA FRAME AND GRATE genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACITY, IA 52240 P 319.3387878 CMILENGINEER SHOEMAKER 8 HIALAND 160 HOLIDAY ROAD CORAIVLLE, M 52241 P319.3517150 ELECTRICAL& TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447-0443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACBY,M52240 ,319,333.7M LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE STE. 200 MINNEAPOLIS, MN 55414 PB2.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 (MV28SKM7 T"m 02 OM302017 10IMCD 03 1wl&Q017 509: co 04 12/202017 iO0%CD 05 01I2N2018 BIDSET BD ,e.... AC •� CCIEHIPNISS DEMOLITION PLAN - AREA 4 16034 1QM%L81:42 PM DD104 iv -1 - ' 1 U C (- 12 BI o \ n \ w � m y I2 112 I =RTEEN h STOCKER JE7" , w c % 101 S DUDUQUE 1z b \ a CONSTRUCTION LIMITS a - B'. 0 I 115 �R lT-10. 1 f TEN 1HOUSAIJCS mLLAs;e F 7.L e�l� S' I,:L. t0.S LULLjotF L A 0 B NEW L408 /�1P�� t15 11 'I? ILIIIII 1'. �'. 1eI YJ'. L vJ - 109 S DUBUQUE� LT- /r/V APA L � V P FORBIDDEN PLAT 12 \� 111 5 DUBUQUE - -. �"-\ — .lqy�/A OA N 11 ROOT PRETTY 115 5 DUBUQUE J ZL _ AREA 5 AREA 6 - PROTECTION SCHEDULE KEY DESCRIPTION NOTES CONCRETE STAIRS PROt'ECTEXISTING INCLUDES BUILDING COWMNS, O THRESHOLD& STEPS, WATERPROOFING, AND SALVAGE STRUCTURALSIKB AREAWAYS UMESTONEWALL EXISTING BUILDING SEE 0503 AND DISPOSE OF VAULT I BASEMENT ® GRANITE PAVER PROTECT NG BE ICE (WI ITY) VAULT ®REMOVEAND QPROTECT EXISTING ®ADJUST CONCRETE STEP LIMESTONE WALL REMOVE AND PROTECTEXISTING INCLUDES CONCRETE PAD AND 1 TRANSFORM"I ALLCONNECTED CONCRETE BAWD ELECTRIM METER UNDERGROUND UTILITIES -11 AND PROTECTEXISTING ®MOVE © PLAY SURFACE AND ®REMOVE CONC CURB CURB REMOVEA OEMOANDREPIACE ® ]Q EXISTING STORM LI ET CURB INLET CONCRETE TOP AND THROAT 0 REMOVE ANO SALVAGE F AIN REMOVE CONCRETE PAD, DISPOSE OF VAULT COMPLETEEQUIP TRAFFIC BOLLARD R IT EXISTING IS S MINAR FLOW BYCITY,SEEAL11 SALVAGE PATIO N022LES FENCE ENCLOSURE PROTECT E OSTING AT HOTEL ENTRY REMOVEAND KEYPAD Q1 FILED 2018FEB —6 PPS t,: 24 ®REMOVEAND DISPOSEOF REMOVE STAIRS, HANDRAILS, ®REMOVE CONCRETE STAIRS AND FOOTING, COMPLETE CONCRETE REMOVAL. COMPLETE AND CAP LINE SEE MATERIALS PIAN, DELIVER ®REMOVEAND SALVAGE AND STORE UNUSED PIECES TO ®ADJUST UMESTONEWALL 025 MCCOLUSTER LOT ®REMOVE AND DISPOSE OF AT WEATHER DANCE FOUNTAIN, ® GRANITE PAVER SEE SHEET L401 BE ICE FIXTURE FOR REUSE, SEE CML ®REMOVEAND DISPOSE OF REMOVE2-Y %2-2"CONCRETE ®ADJUST CONCRETE STEP WEC111-ClIS REMOVE AND ®REMOVE DISPOSEOF BYCITY ®REMOVE CONCRETE BAWD SEEC111-0115 ®REMOVEAND AND REMOVES XS'CONLVAGE ®MOVE DI EOF REPLACE WITH CITY STANDARD ®REMOVE CONC CURB ANDADJUSTTOFINISHGRADE REMOVEA VERIFY DEPTH AND SUBBASE ® DISPCM OF CONDITIONSIN FIELD, SEE ®REMOVEAND CONCRETE GEOTECH REPORT AND 1.. ®REMOVE DISPOSE OF REMOVE FOOTING, COMPLETE TRAFFIC BOLLARD REMOVE/POSTS AND i'd'X IS REMOVE AND FOOTINGSANDWOODEN 11 SALVAGE PATIO PLATFORMS, COORDINATE FENCE ENCLOSURE WITHBUSIN OWNERS OI REMOVEAND FOOTING. COMPLETE Q1 SALVAGE NO COORDINATEWITRCITY ®SALVAGE SMOKING SIGN SEE L122 FOR REINSTALLATION REMOVEAND REMOVE FOOTING, ELECTRICAL ®1 DISPOSE OF STREET AND CAP CONDUIT BELOW LIGHTPOLE GRACE ®REMOVE WATER SCHEDULE ®REMOVE SHUTOFF VALVE SEEC111-0115 CONCRETE REMOVAL. COMPLETE AND CAP LINE CONCRETE PADLVAGE ®REMOVEAND WATER COMPLETE,BENCH REI ®ADJUST SHUTOFF VALVE TO SEEC1116115 -R- FINISH GRADE REM L4"CONCRETE PAD, ® REMOVEFIRE DRAWHyWICE NOW SALVAGE FIRE HYDRANT BE ICE FIXTURE FOR REUSE, SEE CML FIRE REMOVE2-Y %2-2"CONCRETE ®ADJUST HYDRANT TO FINISH WEC111-ClIS GRACE ®REMOVE WATER BYCITY ®REMOVE HYDRANT AND CAP SEEC111-0115 ®REMOVEAND SERVICE REMOVES XS'CONLVAGE MANHOLE REPLACE WITH CITY STANDARD ®REMOVE FRAME AND LIC ANDADJUSTTOFINISHGRADE MOVE MID POSE OF REMOVE3'd"DDICONCRETE ®REMOVESTORMI SEWER CLEAN OUT SEEC121-C125 ®REMOVEAND ANDCAP SERVICE REMOVES'-10'X5'-tw STURMI CONCRETE FOOTING, ®ADJUST SEWER CLEAN OUT SEE 0121-0125 TO FINISH GRADE REMOVE/POSTS AND i'd'X IS REMOVE REMOVE ELECTRICAL AND CAP Q2 ELECTRICAL MH I HH CONDUITBELOWGRADE ADJUST ELECTRICAL REMOVE 5-X S'CONCRETE OI MH I HH TO FINISH FOOTING. COMPLETE GRADE ®SALVAGE SALVAGE PICNIC SEE L122 FOR REINSTALLATION ANEMOMETER ®REMOVE AND DISPOSE OF SCHEDULE ❑ TRENCH DRAIN NOTES CONCRETE REMOVAL. COMPLETE FEL4' CONCRETE PADLVAGE ®REMOVEAND MOVE 0 COMPLETE,BENCH REI SALVAGE NUMBER CORRESPONDS WITH BENCH CITyMOVE -R- rWO REM L4"CONCRETE PAD, ®REMOVEAND LVAGE LITTER TE. LITTER CEPTACLE ECEPTACLEREMOVALBYCOY MOVEAND OF REMOVE2-Y %2-2"CONCRETE ®REMOVEAND -E FOOTING, COMPLETE ANDVAGE ®REMOVE BIKE RACK FREMOWMD BYCITY AT STATIONMOVE SIGN, SEE LIZ ®REMOVEAND AND REMOVES XS'CONLVAGE PUBLIC FOOTING. COMPLETE. STORE ®REMOVEAND T ART AT MESOUAKIE PARK MOVE MID POSE OF REMOVE3'd"DDICONCRETE STING PILLARMOVEAND FOOTING, COMPLETE ®REMOVEAND SALVAGE OUTDOOR REMOVES'-10'X5'-tw PIANO CONCRETE FOOTING, 12 POSE OF KIOSK COMPLETEMOVEAWO ELECTRICAL OUTLET REMOVE/POSTS AND i'd'X ,05E OF V' CONCRETEFOOTINGS. Q2 RGOLA COMPLETE REMOVE AND REMOVE 5-X S'CONCRETE OI DISPOSECFTREE GRATE FOOTING. COMPLETE REMOVE AND QJ SALVAGE PICNIC BY CRY TABLE ®REMOVE AND DISPOSE OF SEEMERGEENTRYAND ❑ TRENCH DRAIN VIEATHERDANCEFOUNTAIN CONCRETE REMOVAL. COMPLETE ® PLANT MATERIA -1 MULCH REMOVAL. COMPLETE'\ ®REMOVEAND DISPOSE OF STORM BEEC1111125 SALVAGE NUMBER CORRESPONDS WITH STRUCTURE LIMESTONE WALL SCHEDULE G011G013 -R- TREE PROTECTION FENCE, SEE DETAIL 0l L500 REMOVE FOOTING, ELECTRICAL ®REMOVEAND DISPOSE OF AND CAP CONDUIT BELOW TRAFFIC SIGNAL GRADE ®REMOVEAND DISPOSE OF DRINKING FOUNTAIN ®REMOVE AND SALVAGE LIBRARY REMOVE FOOTING, REINSTALL SIGN SIGN, SEE LIZ ®REMOVEAND REINSTALL SIGN, SEE LIZ SALVAGEADASIGN ®REMOVEAND SALVAGE MAIL BOX USPSCONTACT: BILL BY USPS PATTERSON1319321.9416 ®REMOVEAND SALVAGE OUTDOOR COORDINATE WITH CT' PIANO 12 REMOVEAND DISPOSEOF REMOVAL ELECTRICAL AND ELECTRICAL OUTLET CAP CONDUIT BELOW GRADE COORDINATE WITH WELLS Q2 REMOVE ATM FARGOANDGITY REMOVE TRAFFIC REMOVALELECTRICALAND CABINETAND CAP CONDOR BELOW GRADE TING DEMOLITIO GEND ® TREE TO BE RE D. COMPLETE. ❑ BRICK PAVEMENT REMOVAL LETE ❑ CONCRETE REMOVAL. COMPLETE ® PLANT MATERIA -1 MULCH REMOVAL. COMPLETE'\ REMOVE AND SALVAGE LIMESTONE WALL PIECES ® SALVAGE NUMBER CORRESPONDS WITH SALVAGE STORM LIMESTONE WALL SCHEDULE G011G013 -R- TREE PROTECTION FENCE, SEE DETAIL 0l L500 -o- TREE PROTECTION PANELS, SEE DETAIL T I L505 ® PROTECTEXISTING CONCRETEITILE BUILDING ENTRY ®REMOVE AND REINSTALL SIGN. SEE L123 SALVAGE STOP SIGN AND ®REMOVE SALVAGE STORM REINSTALL INTAKE, SEE 0124 FPAMEAND GRATE genus [ landscape architects ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 Ml 1010 WWW.GENUSd .COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET. STE. G)3 IOWA CRY, A52240 P 319.3387878 CML ENGINEER SHOEMAKER& HAALAND 160 HOLIDAY ROAD CORALVILLE A52241 P 3193517150 ELECTRICAL TRAFFIC SIGNAIPATION SRF CONSULTING ONE WILSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447-0443 P 163,115.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, STE.B IOWA CITY, IA 5220 P 319337.7850 LIGHTNGDESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 20D MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MAIL IMPROVEMENTS 10WA CITY, IA O1 04.2W201T TO%DO w2 ON3w201T 100%DD 03 1w1B201T 50%CID 04 122012011 ta04CD 05 oImDIS SIDSET ED ru..o..w AS CCI EH I PNI SS DEMOLITION PLAN AREA 5 18034 12412016 IA2 PM DD105 0 I CONSTRUCTION LIMITS I 20+W I I STA, 0+28.41, 46.80' L TIE-IN TO PROPOSED TRAFFIC CABINET SEE SHEET N101 I Y0101 FdO/NN YOGURT 132 S CLINTON STA. 1+25.48, 28.82' L INSTALL TELECOM UTILITY VAULT SEE DETAIL ON SHEETS C501-0502 UM 2' SEPARATION PLANTER WALLS 0 J 9 I( _ jl' 2 - 2" CONDUIT (103 LF) 0 -�/ 1.2" CONDUIT (13 LF) WELLS `A GQ -- 10.. E COLLEGE TELECOM CONDUIT TO BE INSTALLED ABOVE ABANDONED VAULT SEE STRUCTURAL FOR VAULT ABANDONMENT DETAILS STA. 0+26.63, 48.40' R _ FUTURE HANDHOLEiCCATION AS PART OF BURLINGTON ST. & CLINTON ST. IMPROVEMENTS NOTES: I INSTALL CONDUITS UP TO THE BUILDING FACE CONTRACTOR MUST COORDINATE WITH BUILDING OWNER FOR LOCATION AND ELEVATION OF BUILDING PENETRATIONS LOCATE WIRE IS REQUIRED IN ALL TELECOM CONDUITS AL =CONDUIT CORED THROUGH BUILDING WALL WITH LINK SEAL SAUCE: 108 E COLLEGE 1 -2" CONDUIT (11 LF) 0 2019 to COONELLY9 'J" I:: 110 E COLLEGE 1- 2" CONDUIT (16 LF) 1 - 2" CONDUIT (15 LF) 1,-2- CONDUIT (16 LF) NEAR WATER I 1.5' FROM WEST NEAR FIRE SERVICE, SERVICE PROPERTY LINE 2 - 2" CONDUIT (73 LF) FI LED 29,27' L INSTALL HANDHOLE FE SES WRICAL FOR DETAIL 4:24 Cl Y C Em I W C(T f8WA c` 1 -2" CONDUIT (13 LF) I'I 1 MINIMUM2'SEPARATION _ „_----s:---r- Li F FROM PLANTER WALLS & 8 — — AVOIDWATERVAITVES I -N ALONGTHIS LI_,ry---jj�.— Tn IF N ISI` a � T I) 2-2" CONDUIT J153 LF) 1.2" CONDUIT (9 LF) t -2 CONDUIT (15 LF) -- i — ' T OF WATERT 1.2" CONDUIT (12 LF) 1 T 2" CONDUIT (17 LF) 1 2" CONDUIT (13 LF)I NEXT TO WATER NEXT TO WATER YAtt;LN LPA.. 11111RELCOLLEGE NSA, 1' E .ALLEGE IC: E COC_E-GE 109 E CO' "!i I ff ¢v �u ala STA.1+21.84, 31.31" R I' INSTALL TELECOM UTILITY VAULT SEE DETAIL ON SHEETS C501-0502 I I MINIMUM 2' SEPARATION FROM PLANTER WALLS I LEGEND MAIN LINE TELECOM T TELECOM SERVICE — T — G H10IC S 0 10 3el TELECOM VAULT N �"•� �•. "��7 �� TELECOM RANDHOLE 0 genus [ landscape architects I 325 EAST 5- STREET DES MOINES, 1A 50309 T 515 284 1010 W W W.GENUS-UA.COM ARCHITECT NEUM4NN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 040 P 319.3387878 CMIL ENGINEER SHOEMAKER & H4NAN0 160 HOLIDAY ROAD CORALVILLE, A52241 P 319.351.7150 ELECTRICAL& TRAFFIC SIGNAIPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 551474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CRY, 1452140 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, AN 55414 P 612.339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 04PLO17 TO DD O2 06131'2017 1O DO 03 11'161208 SO%Co M 1121'2017 100%CD 0 012&2018 BID SET BD " AC CCIEHIPNISS TELECOMMUNICATIONS PLAN VIEW ,m3a 12S2p18106 PM w 1- 2" CONDUIT (9 LF) FOR FUTURE USE CAP WITH EXPANDABLE NOTES: BLANK DUCT PLUG INSTALL CONDUITS UP TO THE BUILDING FACE CONTRACTOR MUST COORDINATE WITH BUILDING OWNER 3 9 MINIMUM 2' SEPARATION LOCATE WIRE IS REQUIRED IN ALL TELECOM CONDUITS j n1'__. __....._-.. J 1- 2" CONDUIT 4 5p - m. Ia 125 S D EROE' E UIUJpJE SEE ELECTRICAL FOR DETAIL SEE Ll I I ' �EfYJPDRARILY-CAP WITH EXPANDABLE "S • 1 -14' CONDUIT (16 LF) a r BETWEEN PHASES 1-2"CONDUIT (12LF)I1-2'CONDUIT(11LF) T}lE LHON IAA 11AZHN!S 121 F Cr'LEG< 127 E 6YUL6ff STA. 2+74.73,32.03'R INSTALL TELECOM UTILITY VAULT SEE DEVIL ON SHEETS C501-0502 125 s aaeuw- FOR DETAIL --� 0 r 1- 2" CONDUIT (17 SEE 241A • .k L4ED AREA'.' r 2018FB -6 PM 4 24 STA. 10+' ms' "4AL&�� INSTALL %J0Xl I VfNL'T SEE DETAIL 0 SHEETS C501-0502 r .� I�'I I• 1 t M STA. 10+38.74,36.42'R � �� �n,"j INSTALL TELECOM UTILITY VAULT T / — 1-2" CONDUIT (26;yr-A y o�j SEE DETAIL ON SHEETS 0501-0502 y Z . o m Sad 2 2" CONDUIT (161 LF) —T �T �T +T U u W- iU4P"C4 INN u; S 1',±. „lE AVOID ELECTRICAL HANDHOLE 0 0 0 1- 2" CONDUIT (47 LF) MINIMUM 2' SEPARATI FlOM PLANTER WALLS`< -21�ONDUIT(46LF) 91AW WUI 10 Vc A, Sm" , Pl,n I L. :c i 2'0 S CU9JQJE LEGEND MAINLINE TELECOM T TELECOM SERVICE — T — TELECOM VAULT TELECOM HANDHOLE 0 GRAPHIC SCALE 0 10 20 ® Fee genus I landscape architect ] 325 EAST 5- STREEL EKES MOINES, IA SCOOP T 515 284 1010 WWW.GENUS-1A.COM ARCHITECT NEUM4NN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 040 P3193387878 CIVIL ENGINEER SHOEMAKER B HPALWD 16D HOLIDAY ROAD CORALVILLE, AM41 P 319351.7150 E3ECTRICAL 6 TRAFFIC SIGNC -RATION SW CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551474 P 763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CRY, M 52240 P319.3332850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET $F, STE. 200 MINNEAPOLIS, MN 55414 P 612.3395958 ZS—mm MALL IMPROVEMENTS IOWACIrY,w O1 OM2B(N1T TO%W 02 059G2017 100%DD W 1N152o1T W% CD 04 !M=IT 100% CD 05 o12N2018 BISSET w m AC �8 Ca I EH I PN 155 TELECOMMUNICATIONS PLAN VIEW 15030 112515182:08 PM C102 1- 2" CONDUIT (9 LF) FOR FUTURE USE CAP WITH EXPANDABLE NOTES: BLANK DUCT PLUG INSTALL CONDUITS UP TO THE BUILDING FACE CONTRACTOR MUST COORDINATE WITH BUILDING OWNER FOR LOCATION AND ELEVATION OF BUILDING PENETRATIONS MINIMUM 2' SEPARATION LOCATE WIRE IS REQUIRED IN ALL TELECOM CONDUITS j FROM PLANTER WALLS AL = CONDUIT CORED THROUGH BUILDING WALL WITH LINK SEAL r 1- 2" CONDUIT (17 SEE 241A • .k L4ED AREA'.' r 2018FB -6 PM 4 24 STA. 10+' ms' "4AL&�� INSTALL %J0Xl I VfNL'T SEE DETAIL 0 SHEETS C501-0502 r .� I�'I I• 1 t M STA. 10+38.74,36.42'R � �� �n,"j INSTALL TELECOM UTILITY VAULT T / — 1-2" CONDUIT (26;yr-A y o�j SEE DETAIL ON SHEETS 0501-0502 y Z . o m Sad 2 2" CONDUIT (161 LF) —T �T �T +T U u W- iU4P"C4 INN u; S 1',±. „lE AVOID ELECTRICAL HANDHOLE 0 0 0 1- 2" CONDUIT (47 LF) MINIMUM 2' SEPARATI FlOM PLANTER WALLS`< -21�ONDUIT(46LF) 91AW WUI 10 Vc A, Sm" , Pl,n I L. :c i 2'0 S CU9JQJE LEGEND MAINLINE TELECOM T TELECOM SERVICE — T — TELECOM VAULT TELECOM HANDHOLE 0 GRAPHIC SCALE 0 10 20 ® Fee genus I landscape architect ] 325 EAST 5- STREEL EKES MOINES, IA SCOOP T 515 284 1010 WWW.GENUS-1A.COM ARCHITECT NEUM4NN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 040 P3193387878 CIVIL ENGINEER SHOEMAKER B HPALWD 16D HOLIDAY ROAD CORALVILLE, AM41 P 319351.7150 E3ECTRICAL 6 TRAFFIC SIGNC -RATION SW CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551474 P 763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CRY, M 52240 P319.3332850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET $F, STE. 200 MINNEAPOLIS, MN 55414 P 612.3395958 ZS—mm MALL IMPROVEMENTS IOWACIrY,w O1 OM2B(N1T TO%W 02 059G2017 100%DD W 1N152o1T W% CD 04 !M=IT 100% CD 05 o12N2018 BISSET w m AC �8 Ca I EH I PN 155 TELECOMMUNICATIONS PLAN VIEW 15030 112515182:08 PM C102 genus [lands ape architect] 325 EAST 5m STREET DFS MOINES. IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MDNSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P319,339787B CNILENGINEER SHOEMAKER 6 HAAIAND 160 HOLIDAY ROAD CORALVIUE, W 52241 P 319.3517150 ELECTRICAL B TRAFFIC SIGNAUiATION SRF CONSULTING ONE WILSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, AN SWT4443 P 763.475DOW STRUCTURAL ENGINEER 122 E. WASHINGTON STREET, STE. B IOWA CITY, LA 52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE, STE. 20D MINNEAPOLIS, MN W14 P612339.SR8 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, LA 01 ON2V2017 70%0D 02 OB18N2017 100% DD 03 W18=17 W%CD D4 122N20IT 100%CO 05 012312018 THDSET BD ACS CCIEHIPNISS TELECOMMUNICATIONS PLAN VIEW teaw 12Y20182:06 PM C103 lilFORS Po Y11 S DLB_: STA. 2+8719,112.84' L ROOT PRETIY CONNECT TO EXISTING _ _ 115 = OJBUQ, UNIVERSITY OF IOWA HANDHOLE STAND-BY REQUIRED (CONTACT GEORGE STUMPF AT 319-335.2814) — _ y _--__ — .. STA. 12+48.73, 24. INSTALL TELECOM UTILITY VAULT SEE DETAIL ON SHEETS C501-0502 li ASPEN '_EAF °ROZEN YOGURT' 125 S DUDUCUE 1- 2" CONDUIT (57 LF) BETWEEN WATER AND SEWER NOTES: - INSTALL CONDUITS UP TO THE BUILDING FACE / - CONTRACTOR MUST COORDINATE WITH BUILDING OWNER FOR LOCATION AND ELEVATION OF BUILDING NETRATION LOCATE WIRE IS REQUIRED IN ALL TELEC CONDUITS II A = CONDUIT CORED THROUG UILDING WALL —s. 0 0 Fol - I r- -- 134 1 r— - I I [ Ie� QUIT (33 LF)i I 1 EE ELECTRICAL FORD. AIL$ . 8LZ/_SALON 2O 5 OUE000E 1 - 2" CONDUIT (98tLF,2-2" NDUIT(53LF)_ T STA. 12+53. 8.03'R ® I INSTAL LECOM UTILITY VAULT z SE TAIL ON SHEETS C501-0502 L I_ C,I MINIMUM 2' SEPARATION — tFROM PLANTER WALLS WITH LINK SEAL 1 I PLAZA CEN.RE 125 S DUBUQUE I • \ II it 1- 2" CONDUIT (18 LF) Do's 124 S 1- 2" CONDUIT (17 LF) c ii_nLACAA, • yE- FIL MIFFRL LEGEND MAINLINE TELECOM T TELECOM SERVICE — T TELECOM VAULT TELECOM HANDH LE GFtApHICSCALE� p ',,10 ®20 Feet genus [ landscape architech ] 325 EAST 5- STREET DESMOINES. IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMA4N MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWAC0,w52240 P319.3T67878 CML ENGINEER SHOEMAKER B HAAIAND 160 HOLIDAY ROAD CORALVILLE, A M41 P31IL351,7150 ELECTRICAL 8 TRAFFIC SIGNALRAiION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551474443 P 763.475.0010 STRUCTURALENGNEER 122 ER WASHINGTON ENGINEERING 172E.CIT", 040 STREET. S7E.B Iowa cm, ws22a6 P 319.333.7&50 LIGHTING DESIGN SCHUIER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612.339.5958 PEDESTRIAN MALL IMPROVEMENTS OWACm,w I JI 04 17 nm DD 02 0&!Q'2017 1009: DO 05 1O'1&M17 SOY. DD 04 1221)6%)17 !W% CD DS �I0 BID Ac Wm 0 o U T • yE- FIL MIFFRL LEGEND MAINLINE TELECOM T TELECOM SERVICE — T TELECOM VAULT TELECOM HANDH LE GFtApHICSCALE� p ',,10 ®20 Feet genus [ landscape architech ] 325 EAST 5- STREET DESMOINES. IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMA4N MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWAC0,w52240 P319.3T67878 CML ENGINEER SHOEMAKER B HAAIAND 160 HOLIDAY ROAD CORALVILLE, A M41 P31IL351,7150 ELECTRICAL 8 TRAFFIC SIGNALRAiION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551474443 P 763.475.0010 STRUCTURALENGNEER 122 ER WASHINGTON ENGINEERING 172E.CIT", 040 STREET. S7E.B Iowa cm, ws22a6 P 319.333.7&50 LIGHTING DESIGN SCHUIER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612.339.5958 PEDESTRIAN MALL IMPROVEMENTS OWACm,w 91 04 17 nm DD 02 0&!Q'2017 1009: DO 05 1O'1&M17 SOY. DD 04 1221)6%)17 !W% CD DS 01I2116015 BID SET BID Ac Wm CCIEHIPNISS PLAN VIEW 125110182:08 PM C104 U mIm__I© �o ^a 3a I • a C' ' ERTEEN Y .FKER JEW: -R' s !xm ca1'- NOTES: - INSTALL CONDUITS UP TO THE BUILDING FACE •I y -CONTRACTOR MUST COORDINATE WITH BUILDING OWNER [landscape architects ] FOR LOCATION AND ELEVATION OF BUILDING PENETRATIONS e LOCATE WIRE IS REQUIRED IN ALL TELECOM CONDUITS AN =CONDUIT CORED THROUGH BUILDING WALL WITH LINK SEAL LEGEND MAIN LINE TELECOM T TELECOM SERVICE — T TELECOM VAULT TELECOM HANDHOLE Q I GRAPHIC SCALE 0 10 20 Feet N Imw%Amm� i'IDUSAND VILLAGES 105 S DUOlOJE 1 - 2" CONDUIT (75 LF) u ••1„ S DUfiCOJE 1- 2" CONDUIT (52 LF) ll` NEAR WATER ° X �3 I LJi n • MINIMUM 2' SEPARATION — _� OM PLANIR WALLS —I J'I'FR �• Ili C 00 U I t l pp • � i • 1 1 I • - •I y 1 [landscape architects ] e Ac ••1„ S DUfiCOJE 1- 2" CONDUIT (52 LF) ll` NEAR WATER ° X �3 I LJi n • MINIMUM 2' SEPARATION — _� OM PLANIR WALLS —I J'I'FR �• Ili C 00 U I t l pp • � i • 1 12'ST 4. • m r 1 )• I MINIMUM 2' PARATION FROM PLANTER WALLS I Buzz -SALON 20' S D'JBUOUE — J— r r z PEDESTRIAN MOLL IMPROVEMENTS IOWA CITY, M 01 ovzWzo,7 lox DD 02 0&30.8017 100%DD 03 10,3rm17 wx CD w ,22onOn ,aox cD OS 01261M18 BIDSET 7— genus - [landscape architects ] e Ac 325 FAST STM STREET -c— -- c ----- � DES MOINES. IA W309 --- � � T sts zan talo WWW.GENUS-LA.COM _ ❑ � — `✓ _ �__ ARCHITECT NEUM4NN MONSONARCHffECTS 227 EAST COLLEGE STREET, STE.303 — ' - IOWA CITY, IA 57210 P319.3387878 — CMILENGINEER SHOFMN(ER8H4p3pH0 760 HOLIDAY ROAD CORALVILLE, 1452241 P 315357.7750 EtECTNCAI 6 TRAFFIC SIGN4LPATION SRF CONSULTING - - -- - -- ONE CPIBLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 5544TdM3 • P763.475.0010 I STRUCTURAL ENGINEER RAKER RHODES ENGINEERING �� 772 E. WASHINGTON STREET, STE.B • 3 IOWA CITY, M52240 i • T $ Yii P319.333.7R50 jz � LIGHTING DESIGN r23 w j3 SCHULER SHOOK ^ w 219 MAIN STREET SE, STE.21p N $ MINNEAPOLIS, 01455414 •I P 612.339 5958 12'ST 4. • m r 1 )• I MINIMUM 2' PARATION FROM PLANTER WALLS I Buzz -SALON 20' S D'JBUOUE — J— r r z PEDESTRIAN MOLL IMPROVEMENTS IOWA CITY, M 01 ovzWzo,7 lox DD 02 0&30.8017 100%DD 03 10,3rm17 wx CD w ,22onOn ,aox cD OS 01261M18 BIDSET 7— Ac x 53 FT. 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STA 71+7195, PROX ELEV. fii72 ....... .........._.. ......._._ __._.. _.. ......... ......._.._. .. _.... .. .... ..EXIST WITARYSERVICE _... .. 665 6` genus [ landxope architects ] 325 EAST 5TM STREET DES MOINES IA 503W T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT 221 EAST MONSONCOLLEGE ARCHISTREET, STS 221 EAST COLLEGE STREET, STE 303 IOWA CITY, N 52240 P 319 M87878 CWILENGINEER SHOERNKER S RA4IAND 160 HOLIDAY ROAD CORALVILLE, A 041 P319351.715D ELECTRICAL d TRAFFIC SIGNALI7ATION SRF CONSULTING ..................... NORTH, STE. 150 MINNEAPOLIS, AN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWA CRY IA 52240 P 319.3337850 LIGHTING DESIGN 219 MA R STREET 219 NEAP STREET SE, STE. 270 MINNEAPOLIS, MN 55174 P 8123395958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 OIYl•Z01T low oo 02 0&3D'201T 100% DD 03 1&1812017 50% CD DI 122002017 100%CD OS 012&2018 BID BET BD . AC^ CC I EH PN I Be WATER MAIN PLAN AND PROFILE 18031 12 182'19 PM C111 � 1 - STA. 12-91.50, 22 88 L29.41'- li STA. 12+96.8$ 4'x45' SEND ! STA 13+32.52,5* _ _ { w EINSTALL ENL INSTALL 4'x45°.BEND TAP � DOMESTIC SERVICE —0_iF'OF BEL INETAli 4k12.5°BEND �I v r r 4'FIRE SERVICE STA. 2«98.71, 23.98' L 1 q + , INSTALL 2"x45°BEND _ tu �1SU •T3A9it3x45°6�E 3-31 IS. 90 23891 LLTAPPINGSLEVALVE ND ' 2+• Ll 7 I 93 c - STA. 12+60U23.07 R INSTALL ETDPBG% 5' BEND { INETALL 12"X22STA 1 3�.153.� � STA � 5, 0.74 R STALti2'xb • • • _. -. — STA 13-29.59,3.61Y R PROPOSED 17 D.LP. WATER MAI�ow . C n. I - ... .1 I—E_"' c - — _wrs—_ INSTAL i 2.50' BEND _ STA113+000 .3.55' R INSTALL TAPPING SLEEVE B VALVE +, TE VE FOR 4' DOMESTIC SERVICE .12 S V 22'R, INSTALL TAPPING - FRB'DOMESTIC SERVICE ❑ n STA 13+22.12, 3.fi1'R fI—.—n- y S �� 1 � � .-_. I r . ._rs 7L 1 1 PING SLEEVEBVALVE I __..._ -- - "`- SERVICE - s TERM IN ABANpON 10 WA IN PLACE — r 1 STA.14+3529,41. It ��« _ • 4M • !, TIETPP` NTO NG FAIL STA 12+85.1719.2613 :I 11 ; i1 _ _ _ °DEPA . =_c=. INSTALL 8'x45°BEND 1A ATER ITM ' STA. 12*78.25, 26.68 R 1 REMOVE FIRE HYDRANT ASSEMBLY. REMOVE TA ' EXISTING LEAD SECTION AS NEEDED TO INSTALL INET0' AJB F G INSTALL B%4S°BEND NEW HYDRANT AND NEW BSERVICE.ETB; _ ON J: TINGTIN MAI p' STA. 13+01 26,1824'R FI EHYC508 RANTOR ASSEMILY I n ni SEE SHEET I, � I Li Li nb ¢� '' wl _ iii • • I ° _...""..--.__ ,— L — — _Li �g f A"II ST t2,� m— I STA 13+ 69'R INSTALL 8k45. BEND I I rT I I SIGRAPHIC B l w TA+14.14, 7 13..83' R, IN L 8'k45 BEND N �� 0® Feet y�� N �j _ I 685 685 NOTES: PROPOSED CL PROFILE ...._._... _._------.f........... .MINIMUM BURY DEPTH =5.5' -_TARGET R\T BURY DEPTH =6 TO AVOID SERVICE CONFLICTS EXISTING, .._.. ._... CL PROFILE ....... BETWEEN OLD AND NEW WATER MAIN — — — — ....... .. .. ..... .. ............... TAPPING ... _._.. SLEEVE __ .....__........ .. ?0OLI.P.WATER ....... N ................ .... 17 ._.... VAL _..._ _... 680 - MINIMUM VERTICIL 680 7X225'BENDS CROSSING PIPES=18' CROSSING 18' ... .. .... T NG SLEEVE .. _. ... _.... gg .... . I.... rxa"TEE ... ......... _... TPP%NGSLEEVE .. ..... r GATE VALVE BVPLVE ... .... All ....... SURFACEELEY.-6M ._ .... 675675 ..... _... ........ .... ......... 5 LF D.I.P. 6 LF D.I.P. 105F .D I.P. _.. . 4 LF D.I.P 13 LF D.I.P. 4LFDIP. 9LFD.I.P. ._.. .... G .... .... ..... TSTA 12+4570. �. ROX ELk�'.6ZLT5.. ....... TA 13M815 APPROX. ELEV. S21 ... .... .......................... ..... 20.13+9138, APPROX BEV =6732 .... .. H7(ISTWG SANIT YSERVICE EXISTING SANITARY SERVICE EXISTING SN4RARYS 670 670 VO 9 'f N 5 LF D.I.P. 1O� L� aye �•: O� K,? 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 genus I Icndsccpe mhifecls ] 325 EAST 5- STREET DFSMOINES IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STREET, STE. 303 IOWA CITY, N57240 P 319.3387878 CMLENGINEER SHOE= a HAALANO 160 HOLIDAY ROAD CORALVILLE, N 52241 P319.351.7150 ELECTRICAL a TRAFFIC SIGNAL17ATION SRF CONSULTING ONECARLBONPAAKWAYNORTH. MIN 150 MINNEAPOLIS MN 554474441 P 7634750070 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, N 52240 P 319.333.7550 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P 812.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, N 01 042&A1T TODD 02 WIMM17 100%00 03 1WIMIT SO%CD w 122N2017 100%CD OS 012&!018 BID SET SO CC/EH/PNISS WATER MAIN PLAN AND PROFILE 18034 12520182:19 PM C112 SK. 6+07.84,16 53' R IN LSTOPBOX ou* STA. 5+96.67,19.24'R, CONNECT TO EXISTING MAIN AT EXISTING VALVE EAST OF FH LEAD TEE. SEE SHEET C718 FOR DETAIL. STA 6+07.81,18.33 L INSTALL DRINKING FOUNTAIN. SEE SHEET L503 FOR DETAIL. STA 6+07.83 03T L _ INSTALL METER AND BACKFLOW PREVENTERASSEMBLY '. IN ENCLOSURE, SEE SHEET C508 FOR DETAIL. i" STA 6+07.87,18.64' WWW INSTALL SERVICE SAIDDLE FOR VTAP TO �- DRINKING FOUNTAI 7.I 'ASSEMB REMAIN Tl— 1,',. 12`STJ--� ❑ ❑ — ❑— ❑ ❑ — PREAJ CARDEN NAR r T AND HAK RY HOTEL VENO & 225 S LINN 211 S JNN IA Cm FITNESS :5FC FLOOR PLATA TOWERS EP 675 0 PUd _3R9RY IW3 5 LIN% SIIi 41 DO LT p r - 28 8 B -6 PM 4: 25 r ,fFY C ERKS 0 WA r, I TTY. IOWA genus [ landscape architects I 325 EAST 5- STREET DES MOINES, IA 50309 7 515 284 1010 WWW.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 XMA CITY, 4452240 P 319.3387878 CML ENGINEER SHOEMAKER B HAAIAND 160 HOLIDAY ROAD CORALVILLE. N 52241 P 319.3517150 ELECTRICAL 6 TRAFFIC SIGNAL17ATION SRF CONSULTING ONE CAMSON PARKWAY NORTH, sm.150 MINNEAPOLIS, MN 554474443 P 763.4750010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IGWA CITY, 1452240 P 319 333 7850 LIGHTING DESIGN SCHUEERSHOOK 219 MAIN STREET BE, STE. 2110 MINNEAPOLIS, MN 55414 P61233B5958 PEDE$TRMNM ME IMPROVEMENTS IOWA CITY, A 01 04Y2W2017 70%DO 02 MMM17 100%DD 03 1WIM017 50% co m I=W2017 100%cD 05 0115 16 BID SET sD " Ac �w Gc/EATPN/ss WATER MAIN PLAN AND PROFILE 1eo54 12520182:19PM C113 ..... ............. ........... ....... ................ .. ............... ... ..... TA. SE35+02 .... .. ___. ...... � INSTALL NEW B'D.LP. WATER MAIN STA 7+87L 3,18.6TR 670 °u EXISTING SANRAR � I REMOVE EXISTING 6- MAIN ALONG NEW ALIGNMENT INSTALL 8' GA TEVALVE Gro PROPOSED 15' STDRM PIPE • _ • I STA 719(1.82,18.68' ALL 2EC TEE ..... __ _.. _. ....... ....... .._. ...... ......... TAe.7oz2 .. \ .. ..... _. ........................ INSTALL EV TO CONNECT TO EXISTING ST 6+63--- ST 7+90.83,22 M ALL THRUS F BLOCK (MIN. 21 SF BEARING EXISTINGSANITARY .........._.. INSTAL] 1r IE Tjm qL!'E ARY,SE,R„VICE .__.. RFAC ) SEESHE — — _ — — — _ _. — — _ _ — _ RC119FORDETAIL ...._ '...: p W' GRAPHIC SCALE I T nmw mw N D 10 2 eet mm m �m mm m PHASE 2 WATER MAIN- _. 665 NOTES: _.__. ............................ .......... __.. _....... .._........... ......... _. .......____. -MINIMUM BURY DEPTH = 5.5' -TARGETBURY . .... .. EXISTING ..._..... CL PROFILE .... ... .... ........ _... _.. ............ .... ..... .. ........ DEPTH =6 TO AVOID SERVICE CONFLICTS 880 BETWEEN OLD AND OPOSEDGLIPROFILE NEW WATERMAIN —... MINIMUM VERTICAL . ........... ................ ..... .r..—..-[ ................... SEPARATION BETWEEN ........... ... _.... .... ............. ... ... ......... .......... ... ...._........ ._._.......... ...... ._ ..............I .......... ...._............. CROSSING PIPES =18' 675 IATER MAIN x191 LFDAY genus [ landscape architects I 325 EAST 5- STREET DES MOINES, IA 50309 7 515 284 1010 WWW.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 XMA CITY, 4452240 P 319.3387878 CML ENGINEER SHOEMAKER B HAAIAND 160 HOLIDAY ROAD CORALVILLE. N 52241 P 319.3517150 ELECTRICAL 6 TRAFFIC SIGNAL17ATION SRF CONSULTING ONE CAMSON PARKWAY NORTH, sm.150 MINNEAPOLIS, MN 554474443 P 763.4750010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IGWA CITY, 1452240 P 319 333 7850 LIGHTING DESIGN SCHUEERSHOOK 219 MAIN STREET BE, STE. 2110 MINNEAPOLIS, MN 55414 P61233B5958 PEDE$TRMNM ME IMPROVEMENTS IOWA CITY, A 01 04Y2W2017 70%DO 02 MMM17 100%DD 03 1WIM017 50% co m I=W2017 100%cD 05 0115 16 BID SET sD " Ac �w Gc/EATPN/ss WATER MAIN PLAN AND PROFILE 1eo54 12520182:19PM C113 ..... ............. ........... ....... ................ .. ............... ... ..... TA. SE35+02 .... .. ___. ...... .. .. 670 ST0.6+26.97, FLEV.=667.9 EXISTING SANRAR SERVICE Gro PROPOSED 15' STDRM PIPE ..... __ _.. _. ....... ....... .._. ...... ......... TAe.7oz2 .. \ .. ..... _. ........................ .......... ....... 2 LF D ......... ......... ............ LP. .. .......... ST 6+63--- EXISTING SWRARY SERVN:E `sT A7+OB32 EXISTINGSANITARY .........._.. __.. EXISTINGSAN ARY,SE,R„VICE .__.. .. 665 665 m^' nmw mw mm m �m mm m genus [ landscape architects I 325 EAST 5- STREET DES MOINES, IA 50309 7 515 284 1010 WWW.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 XMA CITY, 4452240 P 319.3387878 CML ENGINEER SHOEMAKER B HAAIAND 160 HOLIDAY ROAD CORALVILLE. N 52241 P 319.3517150 ELECTRICAL 6 TRAFFIC SIGNAL17ATION SRF CONSULTING ONE CAMSON PARKWAY NORTH, sm.150 MINNEAPOLIS, MN 554474443 P 763.4750010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IGWA CITY, 1452240 P 319 333 7850 LIGHTING DESIGN SCHUEERSHOOK 219 MAIN STREET BE, STE. 2110 MINNEAPOLIS, MN 55414 P61233B5958 PEDE$TRMNM ME IMPROVEMENTS IOWA CITY, A 01 04Y2W2017 70%DO 02 MMM17 100%DD 03 1WIM017 50% co m I=W2017 100%cD 05 0115 16 BID SET sD " Ac �w Gc/EATPN/ss WATER MAIN PLAN AND PROFILE 1eo54 12520182:19PM C113 � � I ------ I STA.10+83.73, 68.58' L (DUBUQUE ST.) i..... _• -. --.. INSTALL 6'k6' TAPPING SLEEVE AND VALVE . fy-1-0'5 u�`— -- - STB�x81AP5,302CFI(DUE�IQUES) '�owA c� 1 , INA \ 'IL TALL I FF— I - 1=CLOSE EXISTING 8'G4TE V{�LVE, (_ _ ] REMOVE VALVE BOX COVE(t, r T _ INSTA UE PIIS N '0- FILL INTERIOR OF BOX WITH ErbTOI '[ n' j F Pi [ - CONCRETE TO SURFACE IN514 1 H I HI OC AI PI I C ;MIN 100 OFBEARING URFAG EJ -_ REMOVE EXISTING SERVICE - ' ----. ----. — i PIPE NEAR THE EDGE OF THE HYDRA 4TASSEMBLY FOUNTAIN PAVING LIMIT f I AND S RVICE PIPE TO OR AS DIRECTED 1 BE RE 0VED `�� PROPOSED B WATER SERVICE FV (FIRE AND ESTIC) - - PRO SED B" WATER SERVICE— TOFIRE HYDRANT - !i (El � l IEGATE VALVE i� I L-- REMOVEEXISTING R"SERVICE PIPE I I I IT 210S.DUB000EST. I I I STA.0.39.32, 60.69' L (DUBUQUE a.) >< STA. 10+47.03,68.7 L(DUggUQUEST.) I ' IN ST 65145° BEND LL p TALL5°BEND - — — 00 — — J — — — — L J — _ —L J — JI -...... — ---- -- l x4�I N ------ 7 iw I�N TNN STA. 9.93.15,29.12'R (DUBUQUE ST.) JS�-1 APE W 5 FJU�3U(�Uc_ INSTALL 8W* BEND +� (� 210 S ��\\ UU t ` E STA 10-31.12.60.63'L (DUBUQUE ST.L INSTALL SOLID SLEEVE INSTALL FIRE AT CONNECTION TO EXISTING HYDRANTT 5081 LO PIPE ENTERING STRUCTURE ST0.9+93.15,17.94'R(WB000E ST.) _SEE SHE IMPAC O DETAIL INSTPLL B'x90'BENO MINIMIZE IMPACT OE% r CONNEC BE EXISTING WATER To LINE I CONTRACTORTOVERIFY LOCATION IN FIELD GRAPHIC SCALE ` GRAPHIC SCALE N 0 5 0 Feat 0 5 0 Feet AARTINS IN ma5wsim� 1 ASF _ A -- genus ] landscape architect ] 325 EAST 5- STROH DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-IACOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACTYIA52290 P 319.3387878 CNILENGN4EER SHOEMAKER S HMIANO 150 HCUDAY RQ40 CORPLVIUE, A 52241 P 319.351.7150 ELECTRICAL S TRAFFIC SIGNAUZATION SRF CONSULTING ONE CAR -SON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447150 P 7634755010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE.B IOWACITY, L452240 P 319,333,780 LIGHTING DESIGN SCHULER SHOO( 219 MAIN STREET SE, STE. 210 MINNEAPCUS,MN55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, LA 01 041262017 TO%OD 02 0610M8017 100Y°DD 0 1a141201T SMCD 04 12/20'2017 I0 CD 05 01268010 NIDSET 60 . AC .� CC/EHIPNISS WATER MAIN PLAN AND PROFILE 10034 12520102:19 PM C114 1. ALL MAIN PIPE WILL BE LOCK JOINT D.I.P. CLASS 53 AND USE NITRILE GASKETS. 2. WATER SER S 4" OR LARGER WILL BE LOCK JOINT D.I.P. CLASS 53 AND USE NITRILE GASKETS. 3. IN THE EVENT THA LD CONDITIONS PREVENT THE ISOLATION OF THE NEW PIPING FROM THE EXISTING WATER SYSTEM, ANY E NG MAIN AND VALVING, AND ANY APPURTENANCES THAT WILL BE TESTED AGAINST, SHALL BE WELL FL D AND PASS THE PRESSURE TEST PER PART 4.7 OF THIS SECTION BEFORE ANY NEW SYSTEM INSTALLATION IS MITTED. ANY COSTS ASSOCIATED WITH TESTING THE EXISTING WATER MAIN PRIOR TO CONNECTING TH W PIPE WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WATER MAI SINFECTION AND PRESSURE TESTING FOR THE NEW WATER MAIN. 4. A MINIMUM OF SEVEN (7) DAYS BEFORE A PROPOSED W MAIN SHUTDOWN, THE CONTRACTOR OR INSPECTOR SHALL SUBMIT A "WATER SHUTDOWN APPLICATI "TO THE WATER DIVISION. 5. TAPS SHALL BE SCHEDULED AS WATER PERSONNEL WORKLOAD A WS. THE WATER DIVISION OFFICE DOES NOT SCHEDULE TAPS ON SHORT NOTICE, EXCEPT FOR EMERGENCIES. S MAY BE SCHEDULED MONDAY THROUGH FRIDAY, FROM 7:30 TO 2:30 P.M., UNLESS OTHERWISE APPROVED. 6. IOWA CITY WATER DEPARTMENT WEBSITE: https://www.icgov.org/waterresources WATER MAIN CONSTRUCTION AND TESTING NOTES DUBUQUE STREET 12" WATER MAIN: 1. PLACE NEW DUBUQUE STREET WATER MAIN WEST OF AND AT A LOWER DEPTHTHAN THE EXISTING WATER MAIN TO PREVENT CONFLICTS BETWEEN THE EXISTING WATER MAIN AND NEW DOMESTIC AND FIRE CONNECTIONS. 2. NEW DUBUQUE STREET WATER MAIN WILL BE CONNECTED TO SYSTEM ON THE NORTH END AT WASHIN>ISCOMPLETELY TREET AND FED FROM THE NORTH DURIN STING. THE EXISTING DUBUQUE STREET WATER MAIN WIISCONNECTED AND CAPPED ON THE TH END AT WASHINGTON STREET AND FED ONLY FROM THTH TO MAINTAIN SERVICE TO D QUE STREET CUSTOMERS UNTIL THE NEW MAIN PASSES ALL TESD IS COMPLETELY CONN ED TO ALL CUSTOMERS. 3. CHARGEW WATER MAIN, FL AND TAKE SAMPLES, AND CLOSE THE NEW VALVE AT THE NORTH END TO ISOLNEW SYSTE RING TESTING. 4. ONCE THWATER M HAS PASSED ALL TESTING, OPEN THE EXISTING NORTH VALVE AND BEGIN CONNECUILDI ERVICES TO THE NEW WATER MAIN. 5. WHEN AO RS ARE CONNECTED TO AND FED OFF OF THE NEW WATER MAIN, COMPLETE THE CONNECTHE NEW WATER MAIN TO THE EXISTING WATER MAIN ON THE SOUTH END. ABANDON IN DUBUQUE STREET WATER MAIN. genus [ landscape architects I COLLEGE STREET 8" WATER MAIN: FILED 1. REQUEST THE SHUTDOWN OF THE 12" LINN STREET WATER MAIN AND 6" COLLEGE STREET WATER MAIN TO BE REPLACED AT LEAST 7 DAYS PRIOR TO THE DESIRED DATE OF THC G AL ION. 2. CUT IN NEW 3 -WAY SYSTEM, CONSISTING OF A 12" X 8" TEE AND ASS L S, I RSECTION OF LINN STREET AND COLLEGE STREET WHERE THE EXISTING 6" TAPPING EYE IS LOCATED. 325 DEMOINES. A 5 M T 515 284 1010 W W W.GENUS LA.COM ...,, ARcZa 3. CLOSE THE NEW 8" VALVE AND RESTORE SERVICE TO THE 12" LINN STIR T n1 NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 4. REMOVE AND REPLACE THE EXISTING COLLEGE STREET 6" WATER MAIN IN FROM THE IOWA CITY, A 52240 VALVE ON THE EAST SIDE OF THE BREAD GARDEN HYDRANT (STA. 5+92.99 . ' R) TO THE NEW B" VALVE AT P3193167676 THE LINN STREET INTERSECTION. GIVILO INEERUWD SHOEMKERA 5. USE THE HYDRANT (STA. 5+92.99,21.54'R) AS A TESTING LOC BY CLOSING THE VALVE WEST OF THE Iso HOLIDAY ROAD HYDRANT AND OPENING THE VALVE EAST OF THE HYD P319�.351.7150 52291 6. PERFORM BACTERIA AND PRESSURE TESTING E HYDRANT. ELECTRICAL S TRAFFIC SIGNALMATION 7. PLACE THE NEW 8" WATER MAIN IN SERVI HEN ALL TESTING IS COMPLETED SATISFACTORILY. SRPCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 NOTE: IF BUSINESSES ARE SERVED OF THE EXISTING 6" WATER MAIN, THIS PROCEDURE IS VOID AND MUST BE MINNEAPOLIS, MN MU74443 P 763.415.0010 REWORKED TO MAINTAIN WAT 0 THESE CUSTOMERS DURING CONSTRUCTION. 8. KILL THE OLD SERVICE AND HYDRANT RUN BY MAKING A PHYSICAL SEPARATION AS CLOSE THE FOUNTAIN STRUCTURAL ENGINEER FOUNTAIN AREA WITH CONCRETE TO PREVENT ANY FUTURE OPERATION. RAKER RHODES ENGINEERING 121 E. WASHINGTON STREET, STE. B IOWA CITY, LA 52240 P 319.333.7650 LIGHTING DESIGN SCHULER SHOO( 219 MAIN STREET SE, STE. 200 MINNEAPOW,MN55414 P612.339.5956 FIRE AND WATER SERVICE TAP: 1. SUBMIT TAP LICATION TO THE CITY INSPECTOR AT LEAST 48 HOURS IN ADVANCE OF THE DESIRED TAP T- DATE (EARLIER NORC.E TO THE WATER DIVISION RESULTS IN BETTER ABILITY TO ACCOMMODATE THE CONTRACTOR'S SCHED PEGESTRMN MALL IMPROVEMENTS IOWA Cm.A 2. UPON NOTIFICATION OF THE APPLICATION APPROVAL, CALL THE WATER DIVISION TO SCHEDULE THE TAP. 3. INSTALL TAPPING SLEEVE AND VALVE 0 E 8" WATER MAIN IN COLLEGE STREET RIGHT OF WAY AT THE DESIRED TAP LOCATION PRIOR TO ARRIVAL THE CITY STAFF TO PERFORM TAP. m 01 2017 70%00 4. CITY STAFF WILL PERFORM THE 8" TAP ON THE 8 TER MAIN. 02 01134Im17 1W% DO 5. CONSTRUCT THE NEW 8" WATER SERVICE UNTIL THE AT MOST 20 FEET LEFT (TYPICALLY FIRE SERVICE LINES ARE RUN TO WITHIN 4-8 FEET OF THE FOUNDATION), CH IS REQUIRED TO CONNECT TO THE BUILDING AND PUT A TEMPORARY BLOW -OFF. 03 1WIM017 Sox CD 6. PERFORM ALL BACTERIA AND PRESSURE TESTING. 04 &252017 100x CD 7. WHEN ALL TESTING IS SATISFACTORILY COMPLETED, SHUT DOWN THE TING GRADUATE HOTELS WATER OS 01Y25a201B BID SET SERVICE USING THE VALVE IN THE FOUNTAIN AREA (THIS WILL ALSO SHUT D THE HYDRANT RUN OUTSIDE OF THE HOTEL) AND CONNECT IN THE NEW SERVICE TO THE HOTEL TO URE ALL SUBSEQUENT PIPING COMPONENTS ARE DISINFECTED PRIOR TO INSTALLATION. CCnEHIMISS 8. KILL THE OLD SERVICE AND HYDRANT RUN BY MAKING A PHYSICAL SEPARATION AS CLOSE THE FOUNTAIN AS POSSIBLE. REMOVE THE OLD PIPE, HYDRANT, AND VALVES. FILL THE SHUT VALVE'S VALVE B IN THE FOUNTAIN AREA WITH CONCRETE TO PREVENT ANY FUTURE OPERATION. WATER MAIN 1125'2018219 PM C115 DUBUQUE STREET STA. 10+98.01, 1.45'R, INSTALL 12"x45° BEND INSTALL 12" GATE VALVE - STA. 10+89.09,6.51'R, INSTALL 12"x10" REDUCER STA. 10+92.51,6.45'R, INSTALL � 1p OVE APPROXIMATELY 7 LF OF EXISTING ATER MAIN BETWEEN PLUG AND REDUCER C STA. 10+95.82, ABANDON 10" SOUTH DUBUQUE STREET WATER MAIN TIE IN PHASE 1 WATER MAIN INSTALL SERVICE SADDLE FOR WDF SERVICE R, INSTALL 10" MJ PLUG :R MAIN TO THE NORTH. FILED 2018 FEB -6 PN 4: 23 CITY CLERK IOWA CITY.10WA 2~ N y GRAPHIC SCALE Feet genus I landscape architect ] 325 EAST 5TM STREET DES MOINES, IA 50309 T 515 2S4 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A52240 P 319.3387078 CML ENGINEER SHOEMAKER 6 HAygND 160 HOLIDAY ROAD CORALVILLE, A52241 P319,351.7150 ELECTRICAL 6 TRAFFIC SIGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, AN 554474443 P763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, MN 55414 P 612.339.5956 PEDESTRIAN MALL IMPROVEMENTS MAC", M Ot MWM17 7096 DO 02 OW3N2017 100%DO 03 1N1Wm17 50% CD 04 12/2G'P017 100%Co 05 01YLW2019 DID SET CCIEH7PNISS WATER MAIN PLAN VIEW DETAILS 10031 11251'A182:19PM C116 FILED \ 2018 FEB PK 4: 25 CITY CLERK JOWA CITY.101NA LU WITH 0 LLI Co Z O z_ 2 Q �— N-� GRAPHIC SCALE DUBUQUE STREET & WASHINGTON STREET WATER MAIN CONNECTION �� 0 2 Feet PHASE 1 WATER MAIN C117 DUBUQUE S T OMOVEr STA.14+35,4.17R, INSTLL 12" GATE VALVE. EXISTING 45 DEG. BEND.IRECT CONNECT TOEXISTING 12"WATER MAIOR PROVIDE SHO STA. 14+24.87, 8.56'R, genus [ landscape architects 2612010 eID3ET t INSTALL 10' MJ PLUG /` I j ; ❑ ABANDON 10" WATER MAIN TO T E SOUTH. it a REMO � 12 LFaF� E MAIN ND FITTINGS BE N' PLUG ND NEW VALVE. � REMOVE EXISTING SALVAGE 10" VALV 12"x10" REDUCER. VALVFrAI� \ —T— BOX TO CITYWAT .RETURN R-DEPARTMENL,__ � ] 325 EAST Sm STREET DES MOIN6.IA 50309 T SIS 28 9 lO1D W W W.GENUS-IA.COM ARLXITELT NEUMWNMONSW9 ARCHRECni 221 FAST COLLEGE STREET, SM. 3D3 IOWA CITY, ws224o P 319.3387878 CML ENGINEER SHOEMAKER 8 HAAIAND 160 HOLI0.4Y ROPD colwLVluE, w5zz41 P 319351.7150 ELECTRICALBTRAFFIC BWNALtL1710N sRP cDNsunNc ONE CARl5IX9 PARKWAYNORTH, S7E.750 MINNEAPOLIS, MN 559474943 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, STE.B IOWA CRY, w52240 P 379.333.7850 LIGNTMG DESIGN SCHUIER SHOOK 219 MAIN STREET 3E, STE.21q MINNEAPOLIS, AN 55414 P 612.339.5958 IOWA CITY, w 01 aazarmn Mae 02 ON3012011 100%DD 03 1a1arzo17 sox co W 1&2a2017 !W% CD 05 01 GCI EHI PN I88 WATER MAIN PLAN VIEW DETAILS 180.X 1RS20102:19 PM C117 2612010 eID3ET GCI EHI PN I88 WATER MAIN PLAN VIEW DETAILS 180.X 1RS20102:19 PM C117 i COLLEGE STREET I REMOVE EXISTING 1" DRINKING FOUNTAIN i SERVICE LINE AND EQUIPMENT. CONNECT NEW 8" WATER MAIN. REMOVE E ING 8" X 6" REDUCER FITTING AT VALVE. EXIST] HYDRANT LEAD AND VALVEkTO REMAIN IN PLACE. 2 *ST -1 FILED 2016 FEB -6 PM 4: 25 IOWA CITYE0IIA INSTALL SERVICE STOPBOX INSTALL LIVE TAP CORPORATION ASSEMBLY jjj AT SERVICE CONNECTION FOR 1" DRINKING / FOUNTAIN SERVICE LINE. WV � / _-_T_-_�MT_1®-,�_T COLLEGE STREET WATER MAIN 6" WATER MAIN PIPE TO BE REMOVED ALONG ENTIRE LENGTH OF PROPOSED 8" MAIN. NECTION genus I landscape architect ] 325 EAST 5m STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, M. 303 IOWA CITY, N52240 P319.MM78 CIVIL ENGINEER SHOEMAKER8HA ND 1 W HOLIDAY ROAD GORALVILLE, IA 52241 P319.MI71W ELEC] ICAL 8 TNAFFIC SIGNAUZATON SRF CONSULTING ONE WILSON PARKWAY NORTH. STE. 150 MINNEAPOLIS, MN SW74443 P783.475.0010 STRUCRIRAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA DRY, M 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN SM14 P 812.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M W AC — CCIEHIPMISS WATER MAIN PLAN VIEW DETAILS 1Wx lavzm5z:19Ian C118 In D4aMnK)17 70%DD 02 %aOls017 103% DO 03 1WIM1T W% CD D4 1&20."2011 1W%CD 05 olalll201e BID SET W AC — CCIEHIPMISS WATER MAIN PLAN VIEW DETAILS 1Wx lavzm5z:19Ian C118 genus [ landscape architects I 325 EAST 5- STREET DES MOINES. IA 50309 T 515 284 1010 WWW.GMUS-t .COM ARCHITECT NEUMANN MONSON ARCHITECTS 121 EAST COLLEGE STREET, STE. 303 IOWACITY, M 51190 P3193387878 MIL ENGINEER SHOEMAKER S HAM -AND 1WHOUDAYROAD CORALVILLE, to 57141 '319,3517150 SRF CO45IILRNG ONE CARLSON PARKWAY NORM, STE. 150 MINNEAPOLIS, MN 55447-0443 P 763475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. 8 IOWA CITY, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHUtER SHOOK 219 MAIN STREET SE, STE. 2D3 MINNEAPOLIS, AN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, W 01 0912012017 MOD 02 FILED 03 1a101Ro17 8D%CD 04 121 HT 100%CD 05 2018 FEB -b PM 4: 25 CITY CLERK 101YA CITY" I COLLEGE STREET 6" WATER MAIN PIPE TO BE REMOVED ALONG ENTIRE LENGTH OF PROPOSED 8" PIPE IN THIS PHASE. 1HXINL•HH, W LU Co INSTALL 12"x 8" TEE ASSEMBLY. CUT IN CONNECTION TO EXISTING 12" MAIN. TRANSITION TO EXISTING MAIN USING SOLID REPAIR SLEEVES AND SHO SPOOL SECTIONS AS REQUIRED. INSTALL 2 -12" GATE VALVES 1 - 8" "' { GATE VALVE. DISINFECT ASSEMBLY AND PLACE IN SE PRIOR TO CONTINUATION OF NEW MAIN IN TION TO WEST. ' NST kLL CO E E UST LOOK TT E. 21 SF MI IREC. ISOLATE EXISTING 12" MA N LINN STREET ROW. REMOVE EXISTING 12" WATER IN AS REQUIRED TO CUT IN NEW ASSEMBLY. I GRAPHIC SCAL� 0 mimwsiI 2 4 Feet COLLEGE STREET & LINN STREET WATER MAIN CONNECTION �1 PHASE 2 WATER MAIN C119 genus [ landscape architects I 325 EAST 5- STREET DES MOINES. IA 50309 T 515 284 1010 WWW.GMUS-t .COM ARCHITECT NEUMANN MONSON ARCHITECTS 121 EAST COLLEGE STREET, STE. 303 IOWACITY, M 51190 P3193387878 MIL ENGINEER SHOEMAKER S HAM -AND 1WHOUDAYROAD CORALVILLE, to 57141 '319,3517150 SRF CO45IILRNG ONE CARLSON PARKWAY NORM, STE. 150 MINNEAPOLIS, MN 55447-0443 P 763475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. 8 IOWA CITY, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHUtER SHOOK 219 MAIN STREET SE, STE. 2D3 MINNEAPOLIS, AN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, W CCIEHIPNIBB WATER MAIN PLAN VIEW DETAILS 180% 1I2820102:19PM C119 01 0912012017 MOD 02 0W3 WIT 100%Do 03 1a101Ro17 8D%CD 04 121 HT 100%CD 05 01RW2010 BID BIT CCIEHIPNIBB WATER MAIN PLAN VIEW DETAILS 180% 1I2820102:19PM C119 } SUBDRAIN LEV. = 681.89 CORE -DRILL MANHOLE TO FILED _ CONNECT SUBDRAIN INST L6' SUBDRAIN V� REMOVE AND REPLACE FRAME ALO G CLINTON ST. WITH CITY LOGO CASTING 0.5'EASTOFBACKOFCURB T 1018fEB-6 PM 4: 5 SEE SHEET C513 FOR DETAIL (TYP.) SEE EETC 13 FOR DETAILRIM ELEV. = 685.55 CITY CLERK ,3 o CAP AT NO AND SOUTH ENDS F.L. IN (W) = 681.70 I )SCI CL R F.L.OUT (NW)=68122 J w L / SA E CC_� ^- r: CONS TION ITS m — 132 5 CUUTOL o_ 110 E LLL PLS THE SALOON 114 LL' m j Y 2 S C'TESTES! "GS ,RT SAU^t 11� E OOLLEOE 112 6 COLLEGE � 114 6 C: _� DRAIN TILE PERFORATED SUBDRAIN (TYP.) SEE STRUCTURAL FOR DETAIL BD F.L. IN 1680.51 j ° F.L. CUT = 681.82 C EC RAIN TI k TO I ,H 4" SU DRAIN 21 DO F.L. IN - 682.05 Ij 25 j ❑ • El— 28 j • j I 29fi j s• - -• O23 _ CONNECT DRAIN TILE TO 4" SUBDRAIN 4" SU N; ; 4" S NBDRAIN j 30 I CLINTON ST. SUBDRAIN ELECTRIC ABANDONE ST OF VAULT _ s WI 4" SUBDRAIN 1- - -- — --E1 F.L. OUT 5—CO{ I417-TED LE CLINTON S SUBc• ^• PIPE (14)15 LF 12" RCP Q 2.40% _ WIT f� 4"S DRAI V v . ( I . • i SS -._- SAry ._..._SAN- -' I • ' ^ _ _ $PN �— -SAN _ —Sni T27 Fs --a--y i � ° • Ili F.L. IN = 682.54 ADJ ST EXISTING MANHOLE • • j TO OPQ RADE ❑ a 32 i��S� ❑ 26 J (RAI EAP IMATEL� El 24 w j T EXISTING 21" RCP MINI IZEIMPACT TO TINGTREE BAmE I, TY REM VEA I 9 STORM SEWER PLANTERNUMB R J, (TIT.) �'- CITY L CASTING ^ ## I R REMOVE EXISTING INTAKE STRUCTURE 6---S lAR30 REMOVE EXISTING PIPE PATRON " 1 GRAZE j _ C3 L CG CAP AT THE MAIN WITH CONCRETE, - _ �'-E� '" T1s r_ ccu-�- S s� o s7Rucnowurw FLUSH WITH INSIDE WALL OF PIPE I S 3 INSTALL 48" DIA. MANHOLE - (15) m aia INSTALL LARGE Al--- INAKE-(14) I RIMELEV.=683.94 SUBDRAIN EV. = 683.14 GRATE ELEV. = 683.65 / 4" SO F.L. IN (E) = 680.00 21" RCP F.L.. IN (N) 673.45 I, 12 RCP F.L. IN (N)=679.3 I I 12" RCP F.L. OUT (S) = 679.65 SEE SHEET C510 FOR DETAIL (TYP.) 21" R�P F.L. OUT (E) = 673.45 j SEE SHEET 0512 FOR DETAIL PP.) 20 D I GRAPHIC SCALE N D�D�zo Feet genus [ landscape architects 1 325 EAST 511 STREET DES MOINES. IA 50309 T 515 284 1010 �. W W W.GENUS-LACOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, M52240 P 319.3387878 CML ENGINEER SHOEMAKER S HAAAND 160 HOLIDAY ROAD CORALVILLE W 57241 P3193511150 ELECTRICAL B TRAFFIC SIGNA ATION SRF CONSULTING ONE CARLSON PNKWAY NORTH, STE. 150 MINNEAPOLIS, MN Sd474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE. B IOWA CITY 1452240 P3193337893 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE.2110 MINNEAPOLIS, MN 55414 P6123395958 PEDESTRIAN MOLL IMPROVEMENTS INA CRY, L4 01 MIV2017 70%DO 02 O MMMT 100% DO OS 1W187017 50%, CD W lzSy2017 100%CO 05 0112WM)10 810 SET w e AC CC/EHIPNISS STORM SEWER PLAN VIEW 16034 1R"JID16224 PM C121 I Ii INSTALL 48" DIA. MANHOLE (TYP.) - (16) SEE SHEET C513 FOR DETAIL RIM ELEV. = 682.65 y r4" SD F.L. IN (NW) = 678.7E 12" RCP F.L. 14 (NE) = 6771,96 j\\ I 12"RCPF.L UT(S)=677..46 • REMOVE DAMAGED SECTIONS OF PIPE REPLACE WITH NEW 15" RCP PIPE USE REPAIR BAND TO CONNECT TO EXISTING EXISTING INTAKE & PIPE TO BE REMOVED CONNECT DRAIN --.-IoKPEl1917'3iK(2.�Gp �� CANOP INSTALL LARGE AREA INTAKE - (18) TILE TO MANHOLE IDKET GRATE ELEV. = 678.93 t GRATE ELEV = 682.47 WITH 4" SUBDRAIN L - J EXIS 1" RCP SDFL IN(E)=679.10 • L 1 (W) 12" RCP F L OUT (W) = 678.47 INSTALL DIAM. MANHO� (3)k STORM SEWER -+ RIM ELEV-67.87 i 1 12 aucJe 15" RCP F.L. IN ( = 671.4.( SSUM D)12" a 44- R F.L.)N (NE) -67 .7212" (W) 5 PF.L.IN(E)=67.36 _ _ B INTAKE f1..IN(S)67475NECT 6 N/A 15" RCP F.L. OUT (S) = 671.44 (ASSUMED) DRAIN TILE TO I E WITH 4" SUBDRAIN 4" SO F.L. IN (NW)- 675.73 0 i --.-IoKPEl1917'3iK(2.�Gp �� Td L IIS HA@ t2 °L INSTALL 48" DIAM. MANHOL RIM ELEV.* 682.44 2VRCPF.L.IN(W)= 8.56 12" RCP F.L. IN ( - 676.84 4- SD F.L. IN )=678.47 21" RCP F OUT(E)=678.56 STAGE CANOP SUBDRAIN PIER IDKET GRATE ELEV. = 678.93 t 1 N/A L - J EXIS 1" RCP (E) • L 1 (W) 677.17 - - STORM SEWER -+ (E) i 1 _ 4" SUU BDRAIN - a _ 677.35 (W) 5 s _ _ B INTAKE TH 4" SUBDRP � �UT = 676. 6 N/A • • --- • I I - �� 4" S 32J,. T CH DRAINS & PIPES, CAP AT s® HE MAIN WITH CONCRETE, FLUSH :4 • WITH INSIDE WALL OF PIPE I I 36 Pipe ) 32 LF 1 RCP Q1.04% 12'ST 12'ST CO 12.37 Td L IIS HA@ t2 °L INSTALL 48" DIAM. MANHOL RIM ELEV.* 682.44 2VRCPF.L.IN(W)= 8.56 12" RCP F.L. IN ( - 676.84 4- SD F.L. IN )=678.47 21" RCP F OUT(E)=678.56 STAGE CANOP SUBDRAIN PIER IDKET GRATE ELEV. = 678.93 OUTLET 1 N/A 04 677.59 (E) 2 677..39 (W) 677.17 (E) 3 677.25 (E) 677.23 (W) 4 677.37 (E) 677.35 (W) 5 -F7--7.49(E) GRICTEELEV. = 678.70 4" SD .. IN = F.L. OUT = 674.65 677.47 (W) 6 N/A 677.59 (W) °` REMOVE EXISTING INTAKE STRUCTURE INSTALL 48" MANHOLE OVER EXISTING PIPE -(1) NEENAH 1642 FRAME NEENAH R2370 -Q CASTING GRATE ELEV. = 680.00 4" SD F.L. IN (N) = 676.14 4' SO F.L. IN (S) = 676.08 21" RCP F.L. IN (W) = 671.38 24" RCP F.L. OUT (E) = 671.38 CONNECT ROOF DRAIN DOWNSPOUTS TO EXISTING STORM MANHOLE SEE TABLE FOR SUBDRAIN ELEVATIONS J RIM ELEV. = 680.57 PROPOSED F.L. IN (S) = 676.89 genus [ Iand=pe architect ] 325 EAST 5- STREET DES MOINES, IA S030P T 515 284 1010 W W W.GENU9-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 711 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 52240 P3193387878 CMLENGINEER SHOEMAKER&R4NAND 1WHOLIDAYROAD CORALVILLE A52241 P31935171M ELECTRICAL& TRAFFIC SIGNALQATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 100 MINNEAPOLIS, MN SW74443 P 763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 121 E. WASHINGTON STREET, STE.B IOWA CITY, A 52140 P 319.3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, MN $5414 P612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA - INSTALL LARGE AREA INTAKE -(4) Ol 04p&A17 MCI) GRATE ELEV. = 678.93 OBm1,17 100%DD • 4" SO F.L. IN (E) = 675.62 04 I 12" RCP F.L. OUT (SW) = 675.00 012672010 BID $ET ISTING TAKE d PETOB REMO�EDI ITILE CONNECT DRAIN INTAKEF F',TyO�'7 REMOVE EXISTING INTAKE STRUCTURE • F.L. OU 'La V INSTALL SMALL AREA INTAKE - (20) - - - - _ - - SEE SHEET C511 FOR DETAIL (TYP.) I IN RATE ELEV. = 679.06 GRICTEELEV. = 678.70 4" SD .. IN = F.L. OUT = 674.65 4" SD F.L til.W{ 12"R • I I IUIf REMO' ISTING T CH DRAINS & PIPES, CAP AT i HE MAIN WITH CONCRETE, FLUSH :4 • WITH INSIDE WALL OF PIPE I Q� Q ,ti Pipe ) 32 LF 1 RCP Q1.04% 12'ST 12'ST CO 12.37 _ , REMO E EANOUT i I _ I ce SuBoRAI wT • . 4 1 5 J 5 REMOVE EXISTING sWECTDRAIN-� I I INTAKE STRUCTURE 6 TO MANHOLE fie- L INSTALL SMALL AREA INTAKE - (19) ASUBD -,CONNECT dRA ILE T GRATE ELEV. = 679.16 OUT= 674. 5 INTAKE WI SUBDRAIN R ISTING 4" SD F.L. IN = F.L. OUT = 675.20 - A I & CONNECT PIPE ADJUST CLEANOUT TO PROPOSED Gam_ _ - I_ F I EXISTING 24" RCP) ` REMOVE AND REPLACE FRAME WITHCITY LOGO CASTING STORM SEWER UODRAIN EXISTING 24' RCPT STORM SEWER • • =ter - - �_ � ` � � „I • --- _ - \ I REMOVE DAMAGED SECTION OF STORM PIPE f REPLACE WITH NEW 24" RCP PIPE I USE REPAIR BAND TO CONNECT I TO EXISTING \ I( I I U E EXISTING U �L--- - AREA DRAIN & CONN CTED _�- - -- --- __ -- - -- - •_ 5 =BATON 21 S OLHuQUE SHAtE IV L� R. k SMA _ a L DIS- O - 210 S C,BUQU F.L. = 677.17 RECONNECT EXISTING PIPE OVER EXISTING STORM SEWER REMOVE & REPLACE TRENCH DRAIN GRATE SEE SHEET L501 FOR DETAIL GRAPHIC SCALE 0 10 20 Feet genus [ Iand=pe architect ] 325 EAST 5- STREET DES MOINES, IA S030P T 515 284 1010 W W W.GENU9-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 711 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 52240 P3193387878 CMLENGINEER SHOEMAKER&R4NAND 1WHOLIDAYROAD CORALVILLE A52241 P31935171M ELECTRICAL& TRAFFIC SIGNALQATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 100 MINNEAPOLIS, MN SW74443 P 763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 121 E. WASHINGTON STREET, STE.B IOWA CITY, A 52140 P 319.3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, MN $5414 P612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA Ol 04p&A17 MCI) OZ OBm1,17 100%DD 00 101 50%CD 04 1l/ZdA17 100%CD 05 012672010 BID $ET GCr E„7M4735 STORM SEWER PLAN VIEW 18030 1Y 102:24 PM C122 ADJUST CL'rNOUT TO PROPOSFD ,RADF DRAIN TILE TO AS PART OF PI ---- T .._ - 0 - __ . FAN ❑ L El -. CIT -- i ❑ - _T 225 S INRCEk MARK I ANC F.A%-'� 22 5 GAR NN IA 01Y FTN SS 3 LCOR PLAZP TDd--S INSTALL LARGE AREA INTAKE AS PART OF PHASE 2 - (21) GRATE ELEV. = 678.20 4" SD F.L. IN (W) = 674.72 12" RCP F.L. OUT (E) = 674.41 4" SUBDRAIN PIPE TO BE INSTALLED AS PART OF PHASE 1 (TEMPORARILY CAP PIPE AT BOTH ENDS UNTIL CONNECTIONS ARE MADE AS PART OF PHASE 2) tlOt b(:40 ffi C(AJr FRFN:.- VIER 21 �IM1P INSTALL LARGE AREA INTAKE - (23) GRATE ELEV. = 678.17 12" RCP F.L. IN (W) = 667.94 %INSTALL LARGE AREA INTAKE - (22) 12" RCP F.L. IN (E) = 673.76 GRATE ELEV. = 678.18 15" RCP F.L. OUT (N) = 667.44 112" RCP F.L. IN (W) = 674.03 12" RCP F.L. OUT (E) = 668.54 I INSTALL LARGE AREA E-(26) GRATE ELEV. = 678.17 12" RCP F.L. OUT (W) =674 17 GRAPHIC SCALE 0 10 20 Feet genus I landscape architects I 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-L .COM ARCHIIMT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA Cm, A 52240 P 319.3387878 CIVILENGINEER SHOEMAKER B HPAIAND 160 HOLIDAY ROAD CORPLVILLE. A 52241 P 319.351.7150 ELECTRICAL B TRAFFIC SIGNALI7ATNIN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447A443 P763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 111 E. WASHINGTON STREET, STE. B IOWA CITY, A M40 P3193337850 UGHRNG DESIGN SCHULER SHOOK 219 MAIN STREET SE, SM. 100 MINNEAPOLIS, MN 55414 P612.3395958 IPEDESTRIAN Ie 1 MALL IMPROVEMENTS IOWA CITY. IA O 01 I I i FILED • 1D111W017 50%co 09 1226261? 100%CD 1018 FEB -6 PM 4: 2E 012 8 BID SET REMOVE 8 REPLACE SW -507 TOP 8 THROAT- (27) CONNECT DRAIN TILE TO ---- T .._ - 0 - __ . FAN ❑ L El -. CIT -- i ❑ - _T 225 S INRCEk MARK I ANC F.A%-'� 22 5 GAR NN IA 01Y FTN SS 3 LCOR PLAZP TDd--S INSTALL LARGE AREA INTAKE AS PART OF PHASE 2 - (21) GRATE ELEV. = 678.20 4" SD F.L. IN (W) = 674.72 12" RCP F.L. OUT (E) = 674.41 4" SUBDRAIN PIPE TO BE INSTALLED AS PART OF PHASE 1 (TEMPORARILY CAP PIPE AT BOTH ENDS UNTIL CONNECTIONS ARE MADE AS PART OF PHASE 2) tlOt b(:40 ffi C(AJr FRFN:.- VIER 21 �IM1P INSTALL LARGE AREA INTAKE - (23) GRATE ELEV. = 678.17 12" RCP F.L. IN (W) = 667.94 %INSTALL LARGE AREA INTAKE - (22) 12" RCP F.L. IN (E) = 673.76 GRATE ELEV. = 678.18 15" RCP F.L. OUT (N) = 667.44 112" RCP F.L. IN (W) = 674.03 12" RCP F.L. OUT (E) = 668.54 I INSTALL LARGE AREA E-(26) GRATE ELEV. = 678.17 12" RCP F.L. OUT (W) =674 17 GRAPHIC SCALE 0 10 20 Feet genus I landscape architects I 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-L .COM ARCHIIMT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA Cm, A 52240 P 319.3387878 CIVILENGINEER SHOEMAKER B HPAIAND 160 HOLIDAY ROAD CORPLVILLE. A 52241 P 319.351.7150 ELECTRICAL B TRAFFIC SIGNALI7ATNIN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447A443 P763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 111 E. WASHINGTON STREET, STE. B IOWA CITY, A M40 P3193337850 UGHRNG DESIGN SCHULER SHOOK 219 MAIN STREET SE, SM. 100 MINNEAPOLIS, MN 55414 P612.3395958 IPEDESTRIAN Ie 1 MALL IMPROVEMENTS IOWA CITY. IA 01 I I i FILED 03 1D111W017 50%co 09 1226261? 100%CD 1018 FEB -6 PM 4: 2E 012 8 BID SET REMOVE 8 REPLACE SW -507 TOP 8 THROAT- (27) CONNECT DRAIN TILE TO SEE SHEET C509 FOR DEG*I[L E Rf( INTAKE WITH 4" SUBDRAIN RIM ELEV. fGWA9 � P C VIA INSTALL LARGE AREA INTAKE - (24) GRATE ELEV. = 678.50 4" SO F.L. IN (W) = 674.95 4 SD F.L. IN (E) = 674.95 DRAIN TILE TO INTAKE WITNNECT 15' RCP F.L.OUT (SE) = 673.95 SUBDRAIN - CONNECT EXI G REMOVE EXISTING INTAKE I 6" SUBDRAIN TO NE STRUCTURE 8 PIPE s MANHOLE PIPE (24) 3 LF 0 15" RCP @ 2.37% ALL 4'8' DIA. MANHOLE - (25) _ RIM ELEV. = 678.45 dSTALLED F.L. IN (NW) = 673.88 -- 2 i 24" RCP F.L. OUT (E) = 665.93 (ASSUMED) NECT RAIN TILE TO I 15" RCP F.L. IN (S) = 667.26 I s 24" RCP F.L. IN (W) = 665.93 (ASSUMED) KE WII 4" SUBDRAIN I 4" SD F.L. IN (W) = 674.99 466 J --�T —, - 47 ,� 8 O--- 42 �—SAN �--SAN _� _ �— F —SPK — ADJUST CLEANOUT TO "EXISTING PIPE (23)16 LF 16• RCP @ 1.#3% 'i 24" RCP ` REMOVE AND REPLACE FRAM WITH CITY LOG AND LID CASTING PROPOSED GRADE STORM SEWER n • _ • 48 • • • L J 0 52 L 54 T 12' =-12_x7 t - - 12'57 ST_ _-PIPE (26) 39 LF 12"RCP A 105% PIPE(22)38 LF 12"RCP @1.59%" PIPE (21)32LF 12"RCP@1.18% ---- T .._ - 0 - __ . FAN ❑ L El -. CIT -- i ❑ - _T 225 S INRCEk MARK I ANC F.A%-'� 22 5 GAR NN IA 01Y FTN SS 3 LCOR PLAZP TDd--S INSTALL LARGE AREA INTAKE AS PART OF PHASE 2 - (21) GRATE ELEV. = 678.20 4" SD F.L. IN (W) = 674.72 12" RCP F.L. OUT (E) = 674.41 4" SUBDRAIN PIPE TO BE INSTALLED AS PART OF PHASE 1 (TEMPORARILY CAP PIPE AT BOTH ENDS UNTIL CONNECTIONS ARE MADE AS PART OF PHASE 2) tlOt b(:40 ffi C(AJr FRFN:.- VIER 21 �IM1P INSTALL LARGE AREA INTAKE - (23) GRATE ELEV. = 678.17 12" RCP F.L. IN (W) = 667.94 %INSTALL LARGE AREA INTAKE - (22) 12" RCP F.L. IN (E) = 673.76 GRATE ELEV. = 678.18 15" RCP F.L. OUT (N) = 667.44 112" RCP F.L. IN (W) = 674.03 12" RCP F.L. OUT (E) = 668.54 I INSTALL LARGE AREA E-(26) GRATE ELEV. = 678.17 12" RCP F.L. OUT (W) =674 17 GRAPHIC SCALE 0 10 20 Feet genus I landscape architects I 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-L .COM ARCHIIMT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA Cm, A 52240 P 319.3387878 CIVILENGINEER SHOEMAKER B HPAIAND 160 HOLIDAY ROAD CORPLVILLE. A 52241 P 319.351.7150 ELECTRICAL B TRAFFIC SIGNALI7ATNIN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447A443 P763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 111 E. WASHINGTON STREET, STE. B IOWA CITY, A M40 P3193337850 UGHRNG DESIGN SCHULER SHOOK 219 MAIN STREET SE, SM. 100 MINNEAPOLIS, MN 55414 P612.3395958 IPEDESTRIAN Ie 1 MALL IMPROVEMENTS IOWA CITY. IA 01 D 81X)17 70% DO D2 013130201T 1W%DD 03 1D111W017 50%co 09 1226261? 100%CD 05 012 8 BID SET Z ­ AC — CCIFAIP mss STORM SEWER PLAN VIEW ,cwa 12:120182:24 PM C123 I RIEMOVE GRATES, HORIZONTALLY CUT 1I BELOW SURFACE, DRILL IN 12" LONG NO.4 BARS VERTICALLY, 4" MIN. DEPTH (1' O.C.) OUR NEW WALLS TO SURFACE WITH SIMILAR DETAIL AS EXISTING REINSTALL EXISTING GRATES A D RODS N M ANF t 11 s DUBUCUF CONNECT DRAIN 1 ILE TO ---INTAKE WITH 4" SUE DRAIN ASo_N LEAP FROZEN YOGURT 12S S DUBLIOU6'. REMOVE EXISTING MANHOLE INSTALL NEW 48" Dia. MANHOLE - (7) RIM ELEV. = 661.39 15" RCP F.L. IN (N) = 673.35 15" RCP F.L. IN (W) = 673.15 15" RCP F.L. OUT (S) = 673.05 CONNECT DRAIN TILE TO INTAKE WITH 4" SUBDRAIN F.L. OUT = 677 I CdJ E 131 ly I_�• I I a J..'� � ' I I I\ BUZZ -SALON 201 5 DUBUQUE c x I EE] L - -� - �-�� r �— .:r=LTA=-};6—�y��i➢'.._.. `.i. Fl INST RGE AREA INTAKE - (8) E ELEV. = 681.68 4" SO F.L. IN (W) = 678.21 i 15" RCP F.L. IN (N) = 674.20 15" RCP F.L. OUT (S) = 673.90 IIEU MOUS[ 11a 5 Ul1NU0UE PIP �( 11 LF 12" PI 56% CONNECT DRAIN TILE TO INTAKE WITH 4" SUBDRAIN F.L. OUT = 677.33 DC S '. c4 S DUO'JUI.;E REMOVE EXISTING INTAKE STRUCTURE REMOVE EXISTING PIPE INSTALL LARGE AREA INTAKE - (6) GRATE-ELEV`- 680.58 2" RCP F.L. OUT (W) = 677.02 4vQF.L. IN (E) = 677.16 I EXI TING1 "R I INSTALL 48"DIA NHOLE-(5) ST MSE ER RIM ELEV. =680.84 15" RCP F.L. IN (N) = 672. 10 12" RCP F.L. IN (E) = 676.74 L_ —9 ( I r SO F.L. IN (W) = 677.28 DRAIN I ( I 15" RCP F.L. OUT (S) = 672.70 I AREA I. 121 s DuauauE - • III I v I lv ®i — J GRAPHIC SCALE • i N o Peel I � I -6 FM EP% CITY, 00 0 H genus I landscape anchifech ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W,GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 333 IOWA CITY, A SUM P 319.3387878 CML ENGINEER SHOERAKER8HM1PN0 160 HOLIDAY ROAD CORALVIL3E. A52241 P319.351.71M1 ELECTRICAL 6 TRAFFIC SIG NAMT ON SRF CONSULTING ONE CARLSON PARKWAY NORTH. STE. 150 MINNEAPOLIS, MN 55447-040.1 P7634750M STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACRY,M52240 P 319.33378.50 UGNTNG DESIGN SCHULER SHOOK 219 MAIN STREET BE, SM. 200 MINNEAPOLIS, MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, M 01 042&2017 7o%DD 02 06'30'2017 100% DID 03 10.18I20lT 50%CD 04 12P2M017 100%CD 05 01/262018 BIDSET GC/EHIPN IDBS STORM SEWER PLAN VIEW lwx 1I2Y2018224PM C124 --SAN u HERTEEN & STOCKER JEWELRY 101 S DUBUQUE INSTALL 48" DIAM. MANHOLE - (9) RIM ELEV. = 682.30 F.L. IN (E) = 676.50 F.L. (W) = 678.70 I ; F.L. OUT (S) = 674.94 I-11II IGO tNl' VN 4,tS to, s cua cue CONNECT D N TILE TO INTAKE 4"SUBDRAIN F.L. OUT = 678.95 TEXTILES 109 5 DUBUQUE FORBIDDEN PLANET 111 S DUBUQUI' jGRAPHIC SCALE REQ: RETI ---. N U 70 20 Peet 115 5 OUBVQUE �8 \ r i F a?� tiles i� ur 4 " S BDRAI VIG ! J I I �c m J w 134. W ILE WITH 4" RAIN CCs, TO r ISTIN T CC HERTEEN & STOCKER JEWELRY 101 S DUBUQUE INSTALL 48" DIAM. MANHOLE - (9) RIM ELEV. = 682.30 F.L. IN (E) = 676.50 F.L. (W) = 678.70 I ; F.L. OUT (S) = 674.94 I-11II IGO tNl' VN 4,tS to, s cua cue CONNECT D N TILE TO INTAKE 4"SUBDRAIN F.L. OUT = 678.95 TEXTILES 109 5 DUBUQUE FORBIDDEN PLANET 111 S DUBUQUI' jGRAPHIC SCALE REQ: RETI ---. N U 70 20 Peet 115 5 OUBVQUE �8 \ r i F CWS F.L. IN p 6 30 4 " S BDRAI • I I �c m J 134. ILE WITH 4" RAIN CCs, TO ISTIN T CC F • PIPE IRA I�-�YIM._II n / \ r i F CWS � m 12" RCP @ 1.64% ILE WITH 4" RAIN . IR N a a RCP @ 0.82°/9 �> 2'ST — 4;S F- rp I VO ZO qT �S - Ui4 SII �6 m5 I 23 •w w �� Im n` .I INSTALL LARGE AREA INTAKE -(13) GRATE ELEV. = 682.95 F.L. IN (NW) = 679.75 f I F.L.OUT(S)=79.27 INSTALL LARGE AREA INTAKE. (12) GRATE ELEV. = 682.78 F.L. IN (N) = 678.87 1 F.L.OUT(S)=678.57 • 1 1 CONNELT DRAIN TILE TO INTAKE WITH 4" SUBDRAIN • II R4" IUBD SER�ICE -90 d- — � DJ r JNSTALLLARGE AREA INTAKE -(10) GRATE ELEV. = 682.00 F.L. IN (N) = 677.75 - -EA Fl. JN{S)=678.55 1-1, F.L.IN(E)=67720 i F F.L.OUT (W)-67690:. — - INSTALL LARGE AREA INTAKE - (11) GRATE ELEV. = 682.12 - F.L. IN (N) = 678.04 F.L. IN (E) = 678.42 F.L. OUT (W) = 677.54 genus [ landscape architect ] 325 EAST 5- STREET DESMOINES.IA W309 T 515 284 ]010 W W W.GENUS-IACOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE, 303 IOWA CITY, AMo P319.3387873 CIVIL ENGINEER SHOEM4KER&1NAIAND 160 HOLIDAY ROAD COWLLVILLE, AM41 P319351.7150 ELECTRICAL &TRAFFIC SIGNAIIIATION SRF CONSULTING ONE CARLSON PARKWAY NORM, STE. 150 MINNEAPOLIS, MN SW74443 P 763,4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, SITE.B IOWA CRY, A52240 P3193337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5956 PEDESTRIAN MNL IMPROVEMENTS IOWACITY,W PE 1 o+ o4 1mmIT loam w 051 d 17 100%DD 09 1N1&]017 SO%CD 04 12/ZQ'2017 10)% CD OS 011 & 18 BID BET Iia " AC "..� QCIEHIPNI BS STORM SEWER PLAN VIEW 18036 112t4KIS 224 PM C125 �I STA. 5+60. 3.49' L INSTALL SIAMESE CEA T SEE SHEET C514 FOR DETAIL I I I I Ls CAP EXISTING �ERVICE LINE REMOVE PIPE FROM CAP TO BUILDING LINE STA. 5+60,64,5.10'R INSTALL NEW 6" SANITARY SERVICE CUT4I INSTALL TRUSS ATTACH T EXISTING NOT CONFIRMED EXISTING SANITARY SERVICE IS CAPPED AND ABANDONED EXIST SANITARY SERVICE =JELL u6RARY ITO REMAIN 123 S LINN i FILED 20718 FEB — N 4=16 TY CLERK WA CITY,1044,A NOT CONFIRMED-, I I I NOT CONFIRMED CRNV -- - --- I GRAPHIC SCALE N Dom° �2° Feel I ME genus [ landscape architect ] 325 EAST SIN STREET DES MOINES, IA W309 T 515 284 1010 WWW.GENUS-1A.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 03 IOWA CITY, W 52240 P319.3357875 CML ENGINEER SHOEMAKER A HAALAND 10 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351710 ELECTRICAL 8 TRAFFIC GIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 10 MINNEAPOLIS, MN 551474443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, STE.8 IOWA CITY, M2240 P 319.333160 LIGHTING DESIGN SCHULERM40M 219 MAIN STREET SE, STE, 2DD MINNEAPOLIS, MN 55414 P612,33S590 PEDESTRIAN MALL IMPROVEMENTS NMACITY,LA 01 042&R017 70%UD 02 OSCiD2017 100%DD 03 iDi82017 W% CD 04 1220YL0t7 100%CD 05 01128:2018 SIDSET CCI EH I PNI SS SANITARY SEWER PLAN VIEW 18030 1725201811:32540 C131 WYE, WIT FERNCO 1000 ! R 5000 SERIES — — — — — — -1 NGIBAtk-RC'? AD GARDEN PAN*I AND NAKERY EU➢1 VEETRO & (;0N�ERENC1 CNTER 225 S LINN 221 5 LINN IA CITY HTNESS • '� 3rd FLOOR PLAZA TOYF_RS qq rc2 I 1 ala I 6NOERGROUNp W, 210 S DUEJOJE I i FILED 20718 FEB — N 4=16 TY CLERK WA CITY,1044,A NOT CONFIRMED-, I I I NOT CONFIRMED CRNV -- - --- I GRAPHIC SCALE N Dom° �2° Feel I ME genus [ landscape architect ] 325 EAST SIN STREET DES MOINES, IA W309 T 515 284 1010 WWW.GENUS-1A.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 03 IOWA CITY, W 52240 P319.3357875 CML ENGINEER SHOEMAKER A HAALAND 10 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351710 ELECTRICAL 8 TRAFFIC GIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 10 MINNEAPOLIS, MN 551474443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, STE.8 IOWA CITY, M2240 P 319.333160 LIGHTING DESIGN SCHULERM40M 219 MAIN STREET SE, STE, 2DD MINNEAPOLIS, MN 55414 P612,33S590 PEDESTRIAN MALL IMPROVEMENTS NMACITY,LA 01 042&R017 70%UD 02 OSCiD2017 100%DD 03 iDi82017 W% CD 04 1220YL0t7 100%CD 05 01128:2018 SIDSET CCI EH I PNI SS SANITARY SEWER PLAN VIEW 18030 1725201811:32540 C131 INCLUDE ADJUSTING RINGS AS NEEDED PCC SUBBASE (TYP.) SUBDRAIN PIPE JOUT IN PLACE) BOTTOM VIEW 10" 41 I >_2' 0--� :QTION VIE V x 1' SUMP AREA HDPE 6" DIAM. SUBDRAIN PIPE (CORED THROUGH ROCK) 1 SEE SHEET L506 FOR PAVERS DETAIL SURROUNDING VAULT EXCAVATION AREA CONDUIT HOLES SHALL BE CORE -DRILLED WITH A LINK CLEAN'" CRUSHED STONE SUBBASE MATERIAL 4'- 10"� vI COMMUNICATIONS "v L TOP VIEW TELECOM UTILITY VAULT DETAIL %1 NO SCALE C501 FILED 1018 FEB -6 PM 4: 26 CITY CLERW 10 WA UK 10vjA SEE SHEET C502 FOR CASTING DETAIL genus [ landscape architects ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENU&I .COM ARCNRECT NEUMANN MONSON ARCHITECTS 711 EAST COLLEGE STREET. STE 303 IOWA CITY, M 52240 P 3193387878 CIVILENGINEER SHOE=RAHAAAND 100 HOLIDAY ROAD CORALVILLE, 1A 52241 P319.351.7150 ELECTRICAL 8 TRAFFIC SIGNALRATION SRF CONSULTING ME WILSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAxER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319.333.76% LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612339SM PEDESTRIAN MALL IMPROVEMENTS IOWACTTY,M 01 �17 TO%OD 02 08130201? 100%DD 03 iW111=17 50%CD 04 1212d2U17 103% CD 05 0128@018 BID SET Z ­ AC — CCIEHIPNISS UTILITY DETAILS 18036 1251201812:54 PM C501 8 GUSSETS 5/8'— TAPER TO 718' `. 6- 0 2 TELECO NOTE: USE U 30 1/2' 33 1/4' 31 3/4" 31 1/2" 00 5/8"-11 NC DRILL & TAP ON A 30 1/2' DIA B.C. TYP. 2 PLCS. 4 - 1" DIAANCHOR HOLES 1 3/8' r2 1/8' 49' M U ITY VAULT MANHOLE RING 1 NO SCALE C502 ESTER FOUNDRY 1196-A OR EQUAL RINGS AS NEEDED, 12" FROM TOP OF VAULT TO FINISHED GRADE 2 COUNTERBORED SLOTS 180' APART 30 2 1/2' COMMUNICATIONS 13/16" PICK HOLES TELECOM UTILITY VAULT MANHOLE COVER NO SCALE FILED I.8'FEB -6 PH 4: 26 CITY CLERK IOWA CITY. IM?, 1 3/8" genus [ landscape architect ] 325 EAST 5TM STREET DES MOINES. IA 50309 T 515 284 1010 W WW.GENUS-LA.COM ARCHITECT NEUMANN MON SON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 3193387878 CML ENGINEER SHOEMAKERBHAALARD 160 HOLIDAY ROAD CORALVILLE, N 52241 P 319.351.7150 ELECTRICAL 6 TRAFFIC SIGNMUZkTION SHE CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 55W7A443 P 763.475ODIO STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. G IOWA CITY, AS2240 P319.333.7850 LIGHTMG DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M 01 W12812017 70% DO 02 0s 20W 100%00 03 1G'iB i7 50% Co W 1220I2017 100%CD OS ot/2 io BID SET Bo ..� CCI EH/PN/SS UTILITY DETAILS tax 125IID1811U0 AM C502 BUILDING WALL FIRST FLOOR BASEMENT FLOOR -------- FOLD UP WATERPROOFING NEW 1" THICK HMA MATERIAL TO TOP OF (SEPARATE FROM PAVER SURFACE ELEV. WATERPROOFING) NEW PAVER SURFACE 65 MIL THICK POLYMERIC (SEPARATE FROM WATERPROOFING) WATERPROOFING MATERIAL I 13-6 V-00 ± VAULT WATERPROOFING DETAIL (118 E. COLLEGE ST. NO SCALE TYP. SECTION VIEW LOOKING EAST FILED 2818 FEB -6 PN 4: 26 CITY ERTEN®� ATERIP 2' BEYOND 0 EAST, AND SIDES PCC SUBBASE FOR PED MALL PAVERS (TYP.) NOTE POLYMERIC WATERPROOFING MATERIAL SHALL BE APPLIED IN CONJUNCTION WITH HMA LAYER ABOVE IN ORDER TO PROVIDE BEST PERFORMANCE AND PROTECTION OF THE WATERPROOFING MATERIAL genus I landxape arcMiech I 325 EAST 5- STREET DES MOINES,A 50309 T 515 286 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MENEM ARCHITECTS 211 EAST COLLEGE STREET, STE 303 IOWA CITY, IA 52240 P 319.3387318 CIVIL ENGINEER SHOEMAKER B HAAIAND 160 HOLIDAY ROAD CORALVILLE, A 52241 P 313351.]150 ELECTRICAL S TRAFFIC SIGNALIunON SRF CONSULTING MEW" PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447-4443 P 783.4750010 STRUCIURALENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, A 52210 P 319.333.78% LIGHTINGDESION SCHULERSHOOK 219 MANN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 812.3395958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A of of li IT%DO 02 OM30a017 ,00%OD 03 ,OI,Brz017 IRM CO 04 1NZM201T 100%a0 05 Dirz&2015 610 SET Z— Ac 7;.=1 Ss UTILITY DETAILS 1rzGrzo1911 ooAA, C503 00 = oMsiaeaiamamrmppe 0 = Imitle dumMarINpipe TW = Trenrh•MISal Mpdpips 'er. �A. ,4 4♦ 41.� STORM SEWER TRENCH BEDMWACKFILL ZONES % 1 NO SCALE C51 Lei 00 OWdiameterMppa D = inslaeelamelermpipe TW = Tm,dc MMallpp Wpice 0 = DapMMbetltlinguml l Im ipe TW Final Trento BsdNI NOTE: ALL BACKFILL (UP TO PAVER SUBBASE LEVEL) SHALL BE IDOT CLASS "A" CRUSHED STONE (GRADATION NO. 11). FILED IL^D ISM -6 I'M 4: 26 CITY CLERK 10"NA CITY, Mill NOTES: ALL BACKFILL (UP TO PAVER SUBBASE LEVEL) SHALL BE IDOT CLASS "A" CRUSHED STONE (GRADATION NO. 11). WET TRENCH SITUATION - FOUNDATION MATERIAL SHALL BE A UNIFORM GRADATION WITH A MAXIMUM SIZE NO GREATER THAN THREE (3) INCHES A MINIMUM SIZE NO LESS THAN ONE (1) INCH WITH NO MORE THAN 5p/o P ING A #100 SIEVE, BEDDING MATERIAL SHALL BE SUBSTITUTED WITH A CL 42' -SIZE CRUSHED STONE. = SPECIANIJAPING FOR PIPE BELL (DRY TRENCH) OW SprirgRrnaf Pi SemMaq Bal Hal Usual minimum di � Illi'1�s°71�:i>11i1��1�1i11�Foul S� .. • PIPE A . MAIN TRENCH BEDDING & BACKFILL ZONES rj�� INS SCALE \�0�4 genus I Icntlscape Orchile0h I 325 EAST 5- STREET DES MCNNES. IA 5D309 T 515 204 1010 W W W.GENUS-IA.CGM NEUWAECT NEUMAT COLLEGEMONSOARCHITECTS STB 221E CITCOLLEGE STREET, STE 303 IOWACITY,1452240 P 379338]078 CIVIL ENGINEER SHOEMAKERBHAALANO 160 HOLIDAY ROAD CORALVILLE, W 52241 P 319.351,7150 ELECTRICAL 6 TRAFFIC SIGNALILITION SRF CONSULTING ONECARLSONPARKWAYNORTN, STE. 150 MINNEAPOLIS, MN 551474"3 P 763.475.0010 STRUCTUNMENGINEEA RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612339.958 PEDESTRMN MALL IMPROVEMENTS IOWA CRY, M BID " AC a CCIEHIPN188 UTILITY DETAILS 18030 1;512018 2:00 PM C504 01 0142&2017 70% DO 02 0820.2017 100%CO 03 191=017 50%CD O4 12/20.2017 !W% CD OS o1262018 BID SET BID " AC a CCIEHIPN188 UTILITY DETAILS 18030 1;512018 2:00 PM C504 Undisturbed Soil Diameter of MINIMUM BEARING SURFACE (sf) Thrust Block Pipe, D Bends Fa(inches) ing FILED FEB -6 M 4: 26 0 12 4 8 16 29 21 ^� - ^ �. ` •e Bearing Surface CLERK (See Table) WA CITY, 10V,A oo 'Nater Main 18" min. TYPICAL S TEES BENDS CROSSES DEAD ENDS Extend th t blocks to undisturbed soil. Excavation into trench wall may be necessary. TYPICAL PLAN Form vertical surfaces of poured concrete thrust blocks except on bearing surface. Encase all fittings in polyethylene wrap. Do not allow concrete to directly contact joints or fitting bolts. WATER MAIN THRUST BLOCK DETAIL �1 NO SCALE 0505 111 1 ° 45° 90 DTeadsEan�s a0 2 4 1 1 2 4 3 6 1 2 4 8 6 8 2 4 7 14 10 10 3 6 11 21 15 14 5 11 21 39 26 16 7 14 27 50 18 9 17 34 63 45 20 11 21 42 7 55 24 15 31 60 111 78 30 24 47 171 120 36 34 67 132 244 173 Minimum surface area based on water p ure of 150 psi and allowable soil pressure of 1,000 psi genus [ IGntlscape a¢hifech J 325 EAST STM STREET DES MOINES, IA 5M T 515 zed Imo W W W.GENUS-IA.COM ARCHITECT NEUMNiN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE.303 IOWA CITY, IA 52240 P 31933e7878 CIN0. ENGINEER SHOEMN(ERB HAALp,ND 169 HOLIDAY ROAD COPALVIILE, 1452247 P319,351.7150 ELECTRICAL 6 TRAFFIC SIGWllIrAlION SRFCONSULTING ONE cARLsoN PAPxwar rraLTx, sTE.1w MINNEAPOLIS, MN 55417<443 P 76 3.475.0070 STRUCTURALENGINEER PATIO=R RHODES ENGINEERING 122 E. WASHINGTON STREET, SM. B IOWA CO. W 52240 P 319.333.78511 LIGHTING DESIGN SCHUIER SHOOK 219 MAN STREET SE, STE 200 MINNEAPOLIS, MN 55416 P6 12.339.5953 PEDESTRIAN MALL IAPROVEMENTS IOWA CITY, IN Ot 0423209 IOx oO 02 ON302017 100x DD 03 +a+sno9 Sox CD 01 12fXNID17 100%CD os 01ns2D1s BID go AC ser Undisturbed Soil Diameter of MINIMUM BEARING SURFACE (sf) Thrust Block Pipe, D Bends Fa(inches) ing FILED FEB -6 M 4: 26 0 12 4 8 16 29 21 ^� - ^ �. ` •e Bearing Surface CLERK (See Table) WA CITY, 10V,A oo 'Nater Main 18" min. TYPICAL S TEES BENDS CROSSES DEAD ENDS Extend th t blocks to undisturbed soil. Excavation into trench wall may be necessary. TYPICAL PLAN Form vertical surfaces of poured concrete thrust blocks except on bearing surface. Encase all fittings in polyethylene wrap. Do not allow concrete to directly contact joints or fitting bolts. WATER MAIN THRUST BLOCK DETAIL �1 NO SCALE 0505 111 1 ° 45° 90 DTeadsEan�s a0 2 4 1 1 2 4 3 6 1 2 4 8 6 8 2 4 7 14 10 10 3 6 11 21 15 14 5 11 21 39 26 16 7 14 27 50 18 9 17 34 63 45 20 11 21 42 7 55 24 15 31 60 111 78 30 24 47 171 120 36 34 67 132 244 173 Minimum surface area based on water p ure of 150 psi and allowable soil pressure of 1,000 psi genus [ IGntlscape a¢hifech J 325 EAST STM STREET DES MOINES, IA 5M T 515 zed Imo W W W.GENUS-IA.COM ARCHITECT NEUMNiN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE.303 IOWA CITY, IA 52240 P 31933e7878 CIN0. ENGINEER SHOEMN(ERB HAALp,ND 169 HOLIDAY ROAD COPALVIILE, 1452247 P319,351.7150 ELECTRICAL 6 TRAFFIC SIGWllIrAlION SRFCONSULTING ONE cARLsoN PAPxwar rraLTx, sTE.1w MINNEAPOLIS, MN 55417<443 P 76 3.475.0070 STRUCTURALENGINEER PATIO=R RHODES ENGINEERING 122 E. WASHINGTON STREET, SM. B IOWA CO. W 52240 P 319.333.78511 LIGHTING DESIGN SCHUIER SHOOK 219 MAN STREET SE, STE 200 MINNEAPOLIS, MN 55416 P6 12.339.5953 PEDESTRIAN MALL IAPROVEMENTS IOWA CITY, IN Ot 0423209 IOx oO 02 ON302017 100x DD 03 +a+sno9 Sox CD 01 12fXNID17 100%CD os 01ns2D1s BID go AC ser CG EHIPN/35 UTILITY DETAILS 18030 vx32D+311m AM 0505 Possible Pipe or Structure 1 B" min. CHANGES IN PIPE DEPTH with led Joints 24" min. ELEVATION Straps DEAD ENDS (ALTERNATE METHOD) Use only when allowed by the Engineer, or when specified in the contract documents. B /L ED Mechanical Joint FEB -b Restrained Cap P� E Re Gland /0 �ATCIrYEpt'",. O; Min. 1.5 Anchor Trench 18" min. WA All Thrust Block Retainer Gland Turnbuckle // "(Y=i; ': '•o; :;= `v -:-o, •:'•'O /— 0. o'. h • ` / J De of Concrete Min. 1.5XD Hook SECTION B -B SECTION A -A WATER MAIN THRUST BLOCK DETAIL 2 1 NO SCALE C5O6 Possible Valve genus [ landscape architects ] 325 EAST 5m STREET DES MOINES M 50309 T 515 264 1010 WWW.GENUS-L .COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWACRY, IA 52140 P 319.3387878 CIVIL ENGINEER SHOEMAKERBWYLLAND 160 HOLIDAY ROAD CORALVILLE, M 52241 P 319351.7150 ELECTRICAL 8 TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, AN 55447d443 P 763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E, WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M 01 61 MiT TODD 02 MMW17 1W% Do W 1N1W2017 50% Do M 1PR0I2017 ,W%CO 05 oinSQ015 filo SET BID AD CC/EHIPN/SS UTILITY DETAILS ,603. ,rzsrza1611 W AM C506 EXTEND TRACER WIRE UP FIRE HYDRANT BARREL TO 0 TH�ENR DOWN TO GRWNF TRACER WRE TERMINAL BOX AND D ROD. CLAMP TRACER WRE TO GROUND ROD AT SYSTEM ® TERMINATION POINTS. © PL CE GROUNWITH NAODSE —10" AWAY FROM PIPE AND IN BOX HYDRANT BARREL - HYDRANT VALVE ®GROUND ROD -,,.,FIRE NEW WATER MAIN IRE HYDRANT TEE DO NOT RUN WRE UP VALVE BOX EXISTING WATER MAIN POSSIBLE SPLICE \ `SPLICE EXISTING LOCATE WRE TAPE WRE AT MIDPOINT OF EACH PIPE LENGTH TRACER WIRE INSTALLATION WITH EXISTING LOCATE WIRE NO SCALE C507 GROURO LEWL ® Ti.R PRE Ei ..PL BOK INIFRNAL iRYINLL OF m %,MPTRACEPOWRE M GRWXOW RATMRRAa� M1FN ® HSTALL ORWNO RCD r -IV FROM %PE ANB N CONTACT WTI NATW SaL EYSTNG WATER EXRTrvC LD M YICPDNT LENGTH TRACER WIRE INSTALLATION (411 OR NO SCALE NEW SERNCE MAw WITH EXISTING LOCATE WIRE WRE CONNECTING GROUND SSEEPPARATE TERMINAL BOX IS A ROOM THE WRE TO THE HYDRANT RUN DO NOT RUN WRE UP VALVE BOX EXISTING WATER WITHOUT LOCATE EXTEND TRACER WRE UP FIRE HYDRANT BARREL TO 01 INTERNAL TERMINALS OF TRACER WRE TERMINAL BOX AND BACK DOWN. CLAMP TRACER WRE T OUND ROD AT SYSTEM ® TERMLyINATION Pd NTS. arlm G S 5'-10' AWAY FROM PIPE AND IN ��ii-C ACT A IVE SOIL. `� y1kE IERMRBAL 16X PM 4- 26 :R D LEVEL (�WCt��t�Y CLERK HYORIa TY, IOWA FIRE HYDRANT VALVE ,FIHYDRANT TEE NEW WATER MAIN TRACER WIRE INSTALLATION WITHOUT NO SCALE 6EEXMW TRAPRE IEMIER WM. MT WTERNAL lEPo1MAL O' C�yNIP TP POINRE TO GROUND ROD AT SKIEY ` MTM GROUNDLROD R _IO' FRW PIPE AND N CONTACT BOX 0014007 EWNG REU TRACER LINT MIDPOINT LENGTH NEW SERMCE YAYI TRACER WIRE INSTALLATION (411 OR LARGER) WITHOUT NO SCALE POSSIBLE SPLICE LOCATE WIRE LOCATE WIRE genus [ land=pe architects ] 325 EAST 5TM STREET DESMOINES IA 50309 T 515 284 1010 WW W.GENUS-W.COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 319.3387878 CNILENGINEER SHOEMAKER B HAALND 160 HOLIDAY ROAD CORALVILLE, A52241 P319.351.7150 SWCONSULTING ONE WILSON PARKWAY NORTH STE. ISO MINNEAPOLIS, MN 55/47-1443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, STE B IOWACITY,IA52240 P 319.333.78W LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 210 MINNEAPOLIS, MN 5544 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA 01 042=1? TDs: Do 02 D6130201T 100%00 DT MUISM17 50% CD 04 1412d2p11 100% co 05 01Y 018 BID SET I IT CCIEHIPNISS UTILITY DETAILS 16036 1rzNA1B 11Dp AM C507 TRACER WIRE TERMINAL BOX PLACE BETWEEN HYDRANT AND HYDRANT HYDRANT VALVE. IN CONCRETE: PLACE 1' FROM HYDRANT. 3'-0' IN GRASS: TAPE TO BARREL WITH 2X4 SCCP' E D RADIAL 1 OF WOOD INSTALLED BETWEEN BOX AND C R -I BARREL TO ENSURE METALS DO NOT TOUCH, SPACE 2018 FEB -6 PM 4: 26 VALVE BOX AND 6' GATE VALVE LERK x MAIN FINAL Cl CITY, IOWA O z I T f TRH GRADE g L TRACER WIRE L WITH CLEAN 2-1/2' SHED NE TO 18' ABOVE BOTTOM HYDRANT BASE CONCRETE BLOCK GROUND ROD -� I Y'F'ICAL CIT�PROV DWATERMETERTO - BEET CONTRACTOR UMINUM BACKFLOW PREVENTER ENCLOSURE. INSTALL PER MANUFACTURER SPECS. BRASS GATE VALVE - BRASS GATE VALVE - CONCRETE PAD - W THICK — EXTEND 4" BEYOND OUTSIDE 1" WATER SERVICE LINE (FROM MAIN) 1" WATER SERVICE LINE (TO - FOUNTAIN) TRENCH z BACKFILL f AD HOLDING SPOOL OR 1 rMEGA LUG REQ'D SPLICE T SET ADDJ�I WATER MAIN THRUST BLOCK TRACING WIRE OR GROUND ROD SOLID CONCRETE\- ANCHOR OR SWIVEL TEE BLOCK CONCRETE BLOCK VALVE ASSEMBLY r DRINKING FOUNTAIN METER & BACKFLOW PREVENTER IN ENCLOSURE DETAIL NO SCALE genus [ landscape architect I 325 EAST 5- STREET DES MOINES,IA 50309 T 515 284 1010 W W W,GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P3193387878 CIVIL ENGINEER SHOEMAKER& HMLAND 160 HOLIDAY ROAD CORALVILLE A SK41 P 319.351.7150 ELECTRICAL B TRAFRC SIGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554414443 P7634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.& IOWA CITY, A 52240 P319333.7M LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE. STE. 200 MINNEAPOLIS, MN 55014 P 612.339.5958 IOWA CITY, IA �W 01 0 ml? 7o% oa 02 03'302017 ,00%00 03 ,WlNM17 508 Ca 04 ,22dY017 l00% CD OS 01232018 BID SET 7— Ac CC/EH/PN/SS UTILITY DETAILS ,ea,a irz5rmle nmaM C508 a , I Y 1 Y ` I I i I I I ! I i REMOVE AND REPLACE PCC AREA SW -_507_ STORM SEWER INTAKE REMOVAL DETAIL NO SCALE DEMO EXISTING LID, INSTALL NEW PRECAST LID REPLACE TOP AND WALL PORTION WITH SUDAS SW -507 ENSIGNS AND REINFORCING, LAND EPDXY #4 @ 14" VERTICA H 4' EMBEDMENT - - - - - AROUND SID BACK WALL - 0 -maw -54.71. Ic FORKS DE4 P4`S SW -507 INTAKE NO SCALE NOTES: • CARE SHALL BE TAKEN TO NOT DAMAGE SURRO • REPLACE INTAKE TOP AND THROAT AT STA. 7+89,27, STORM SEWER CASTING r-31 NO SCALE C509 TYPICAL SECTION �FEB- FD 6 'If 4: 26 10C'TYCLERK A CITY, IOWA IF TOP IS CAST WITH TIES, SAW CUT TO SUB LANDING DETAIL THAT REMAIN NW CORNER OF COLLEGE ST. AND LINN ST. genus I landscape architects I 325 EAST 5^1 STREET DES MOINES, VN 50309 T 515 254 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWACRY,IA52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 NAAIAND iW HOLIDAY ROAD CORALVILLE,052241 '319351.7150 SRF CONSULTING WE CARLSON PARKWAY NORTH STE. 150 MINNEAPOLIS, MN 554474"3 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, M 52240 P 319.333.7850 LIGHTING DESIGN SCHUIER SHOOK 219 MAIN STREET BE, SM 200 MINNEAPOLIS, MN 55414 P6/2.339.5958 IOWACDY,IA CCIEH/PN/53 UTILITY DETAILS 128'20181180 AM C509 O1 0412&2017 70% DD 02 BNeo'2017 100%DD 03 1a1&2017 80% CD 04 122012017 10D%CD O6 01282018 BID GET CCIEH/PN/53 UTILITY DETAILS 128'20181180 AM C509 R-3210-0 Catch Basin Frame, Grate Uty WEIR SO. PERIMETER CATALOG GRATE FT. LINEAL NUMBER TYPE OPEN FEET R -3210-Q Q 0.8 8.0 Planter Wall I(Typ. at Planter Wall) Expansion Mat Planter Foundation Planter Subdrain Gator wrap Core—drilled opening, Subdroin connection to intake as applicable)71— use wa er sto " 25 1/8" - 24" - 22" 35" NEENAH R-32 NEENAH R-3210-0 or Equal Costing Grate Elev. I1 25 1/8" 24"- 4 1/2"�'j 1 1 /811!1 N- 22" 35" EQUAL INTAKE GRATE SEE SHEET DETAILS SL Exterior chimney seal (Infi—Shield Uni—band) minQ) ,,Use water stop connector FILED FEB -6 PM 4: 2EICLERKTY, to. 01 Install four #4 diagonal bars at all pipe openings. PAVER Cast—in—place base shown. If base is precast integral with AVER walls, the footprint of the base is not required to extend JG beyond the outer edge of the walls. Q3 12 inch minimum wall height above all pipes. Location Add Bento—type sealant all around Invert Yiagonal Bar (tip.) 6" min 2,-0" 6" 3'—V. SECTION A -A Bass 2 #4 Bars at 12" D.C. Each Way MAXIMUM PIPE DIAMETERS Pipe Precast Cast—in—ploce Location Structure Structure Short Wall 15" 18" Long Wall 24" 30" LARGE AREA INTAKE %z1 NO SCALE C510 R-3210-0 or Equal Casting 2'-0" V-0" genus [ landscape orchirects ] 325 EAST 5TM STREET DFS MOINES. IA 50309 T 515 284 Imo W W W.GENUSW.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STREET, STE 303 IOWACIT IA52N0 P 319.3387878 CML ENGINEER SHOEMAKER 8 MAINLAND 160 HOLIDAY ROAD CORALVILLE, M 57241 P 319.351.7150 ELECTRICAL B TRAFFIC SIGNALCATION SRF CONSULTING ONE CAILSON PARKWAY NORTH, STE. 150 MINNEAPOUS,055447d443 P 763.475.ODIG STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA Cm, AMQ P 319.333.70 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 2DO MINNEAPOLIS, MN 55414 P 612339.5956 PEDESTRIAN MALL IMPROVEMENTS IGWA CITY, N 01 OY._ 17 70% DO 02 o&3M1017 100% DID 03 1w18=17 53% CID 04 12202017 100%Co 05 ol2azola sIDSE7 so .o..� AC —.-, CC I EH PN I ee UTILITY DETAILS 16Dx 145NO1811:WANT C510 WEEPHOLES DOUBLE DRI FOR TRAP PRIMER FILED STRAINER NOTE: SEE SHEET L501FOR 15' X 15' ADJUSTMENT PAVER DETAILS 1018 FEB -6 FM 4: 26 (SEE CHART) SURROUNDING INTAKE CITY CLERK 101NA C i T Y. 101VA. F1460 SCALE I : 4 PIPE SIZE (SEE CHART) 0 \ w 3/8" (9) WIDTH PARTS: DRAINAGEGE SLOTS .1 (Compliant with the 2010 ADA Standardssection for 302.3)accessible design,section 302.3) -f.+`_�, Missy"„_ y�,,,,*•.,,,,�",,,,=`�'-"..� A2 Body BODY HEIGHT (SEE CHART) (25) THICK, DUCTILE t,�,�'' IRON, ADJUSTABLE, TRACTOR GRATE F14 Demeter ) iner ST ER Jt ASSEMBLY (F1460 -TA -4) (•)h(A.-Sor 4) A STMENT FNleh (-1,3or-4) SEE CHART) `WIDE ANCHOR FLANGE STRAINER SIZE SQUARE STRAINER ADJUSTMENTLOAD MIN MAX ANSI/ASME RATING NB( -1) SS(_DI(-4) BODY HEIGHT PIPE NO HUB PUSH ON THREADED INSIDE PVC/ABS SIZE (STANDARD) (P) (T) CAULK (X) (-30/-31) 15'[361] X 15'[381] 2'[51) 4'(102) 'SPECIA UTY' (pV 10 000 LBS) 2'(51) 5A37(138) 6,125'(156) 5.437(138) 6,25(159) 7.125'(181) 3'(76) 5,437(138) 6.125'(156) 5.437(138) 6,25(159) 8.125'(206) 4'(102) 5.437(138) 6,125'(156) 5.437(138) 6,25(159) 8.125'(206) 5'(127) 5.437(138) 5.437(138) 6,25(159) 6'(152) 5,875(149) 8'(203) 1 6'(152) 6,25(159) 8'(203) 5,875(149) BODY44F,IGHT WEEPHOLES FOR',_ (SEE CH DOUBLE DRAINAGE 'I< A2 DEEP SUMP BODY (15" FLANGE DIAMETER) PIPE SIZE (SEE CHART BELOW) F1460 Series meets ANSI/ASME floor Metric equivalents chart below. (Dimension) Denotes Millimetres drain standard AT 12.6.3-2001 STRAINER DIAMETER STRAINER ADJUSTMENT ANSI/ASME Rlfn PIPE BODY HEIGHT FREE LUAU HATING SME NO HUB PUSH THREADED INSIDE Pr/ABS MIN MAX AREA N.B. (-11 / S.S. I-31 / 0.1. (-4) (STANDARD) ON (P) m CAULK (I) I.4NDI 16" x 16" 2'(51) 4" (102) 60 irf' ANSVASME 2" (5 6" (152)= 61/8" (1561 5 7116" (13816 1/4" (159)0 71/8' (181 ] (406x406) (51,6131 LOAD CLASS 3" (76)0 152)0 6 IV (1515 VIV(138)= 61/4"(159)0 7318"(187)x] "SPECIAL DUTY" 4" (102)0 6"(15 611W(156157116"(138161/4' (159)= 73/8'(181 (OVER 10,000 LBS.) 5" (127)0 6'(152)0 57116"(1381 61/4"(159) — 6" (152) Q 711 . (184[] r (17 r (178) O s 11a" (159) — SMALL AREA INTAKE (MIFAB F1460 ( NO SCALE genus [ landscape architects ) 325 EAST 5- STREET DES MOINES, LA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARGm1ECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 333 IOWA CITY, IA 57240 P 3193387876 CIVIL ENGINEER SHOEMARERAHAALAND iW HOLIDAY ROAD CORALVILLE, M 57241 P319.351.7150 ELECTRICAL a TRAFFIC SIGMUiATIDN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 551474443 P 7614750010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 171E WASHINGTON STREET, STE. B IOWA CITY IA 52240 P 3193337650 LIGHTINGOESIGN SCHULER SHOOK 219 MNN STREET SE, STE.2I] MINNEAPOLIS, MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS KMAcm,IA 01 DW28201] ]0%DD W 06'31sa01] 10D%Do CO 1w18rz0W 50% CD 04 12/NY2017 10D%OD 05 o1rz12010 BIDSET El AC r II FII I'-185 UTILITY DETAILS 18034 lrzsrzale ttm AM C511 Supply City logo on lid (stone or sanitary as applicable) Install external chimney seal, Use Cretex Infi-Shield Uni-Band or Engineer approved equal f�'7T�1 Precast Riser Section with Square Bottom Edge — Lowest �j1 FloW1 k Class I Bedding Material - Cast -in-place Base — Existing Sewer - � 4" 27" dia. CITY MANHOLE CASTING NO SCALE C512 Cashing (Rings shall be Cretex Pro- Ame"Can Highway Products Rubber Adjustment Rin , standard PCC. If PCC is used, leveling shims shall not be roc , od, or brick) Location Station Precast Top - Manhole Diamet — Maximum Pipeameter Precast Riser Manhole (inches) for 2 Pipeig Diameter 1> Sections A (inches) Non -shrink Grout Class I Separa 48 24 18 Bedding Concrete Fillet 0 24 2 Material Possible New Pipe 30 .,`09P�, t 9P p,y�4 ,..p;?J'.�.Y •A'•aY. i 36 Existing Sewer 60 42 o 6" min. #4 Bars @ 12" o.c. Each Way TYPICAL SECTION PLAN All subdrain connections shall be core -drilled -4= NO SCALE FILED 2818 FEB -6 PM Lio 26 CITY CLERK 10WA CITY,10WA 0 For new pipe necfions, provide cored opening with flexible pipe connecto Q2 F existing pipe connections, provide an arched opening with a diameter up to 6 inches larger than outside diameter of pipe. Install walerstop around existing pipe. Fill void between pipe and opening with non -shrink grout. Q3 For additional configurations, maintain a minimum of 12 inches of concrete between vertical edges of pipe openings. ® 12 inch minimum riser height above all pipe openings. 2 genus [ landscape orchitects ] 325 EAST 5TM STREET DESMOINES.IA 50309 T 515 284 1010 W W W.GENUSW.COM ARCHTIFCT NEUMANN MON SON ARCHITECTS 221 EASTCOLLEGE STREET, STE 303 IOWACITY, A52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 RAAlA14D 160 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351.7150 ELECTRICAL&TRAFFIC SKA DATION SRF CONSULTING WILSON SON PAAKM W NORTH, STE, 150 MINNEAPOLIS, AN 55447-4443 P763475.0010 STRUCNRAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE, B IOWA CRY, A52240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, AN 55414 P 612339.5958 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, A nW M 04282017 70%00 02 08.302017 10o%DD of 10'182017 W% CD M 11/202017 IDIM cc 05 0IIZBI201e BID SET CCI EH PN In UTILITY DETAILS twx t28201B ttm AM C512 Maximum Pipeameter 3 Manhole (inches) for 2 Pipeig Diameter At 180 A (inches) Se ration Separa 48 24 18 60 36 24 72 42 30 84 48 36 176 60 42 genus [ landscape orchitects ] 325 EAST 5TM STREET DESMOINES.IA 50309 T 515 284 1010 W W W.GENUSW.COM ARCHTIFCT NEUMANN MON SON ARCHITECTS 221 EASTCOLLEGE STREET, STE 303 IOWACITY, A52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 RAAlA14D 160 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351.7150 ELECTRICAL&TRAFFIC SKA DATION SRF CONSULTING WILSON SON PAAKM W NORTH, STE, 150 MINNEAPOLIS, AN 55447-4443 P763475.0010 STRUCNRAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE, B IOWA CRY, A52240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, AN 55414 P 612339.5958 PEDESTRIAN MAIL IMPROVEMENTS IOWA CITY, A nW M 04282017 70%00 02 08.302017 10o%DD of 10'182017 W% CD M 11/202017 IDIM cc 05 0IIZBI201e BID SET CCI EH PN In UTILITY DETAILS twx t28201B ttm AM C512 10 y�r\ U CITY SANITARY SEWER AND REMOVABLE (STANDARD DUTY CASTING COMPLYING METAL WITH AASHTO M 306) CASTING 5 ELBOW 45 WYE ;3:V IiIi DOUBLE CLEANOUT SANITARY SIAMESE CLEANOUT NO SCALE C513 NO SCALE Lw _, STORM SEWER DRAINS TO STREAM W 0 E4 p4� R SEWER LOGO �1 1 Subbase Material— (18' ON CLINTON STREET)*LPorous BacEffll Material FILED 2010 FEB -5 PM l" 2� Z CITY CLERK Io A CITY.110%VA 1� NOTE: PROVIDE CASTINGS WITH CITY LOGO FOR BOTH EXISTING MANHOLES AND NEW INSTALLATIONS BacLAI Material •I'�I`• •/ 6" •_ 211 min. 1 ZT min t NOTE: PLACE POROUS BACKFILL BELOW PAVEMENT BASE COURSE LEVEL CLINTON STREET SUBDRAIN DETAIL NO SCALE C513 genus [ landscape architects ] 325 EAST 5TM STREET DES MOINES. IA 503D9 T 515 2S4 1010 WWW.GENUS- .COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STREET, STE. 303 IOWA CITY, LA 52240 P 319.3387078 CIVIL ENGINEER SHOEMAKER S HAAIAND 160 HOLIDAY ROAD CORALVIILE. A 52241 P 319.351.7150 ELECTRICAL& TRAFFIC SIGNALMATKNH SRFCONSULTING ONE CARLSON PARKWAY NOM, STE 1W MINNEAPOLIS, MN 554474443 P763A75.0010 STRUCTURALENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. S IOWA CITY, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE, STE 200 MINNPAPDLIS, MN 55114 P612339°.958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA ¢- r�& O1 __ 04I26r1011 r0%00 02 OW3N2p17 100%DD W 1N1&MlT 5o CD W 1i@OI2017 100%CD 05 01R&2019 SID SET BD- CCIEHIMISS UTILITY DETAILS iR5R01611 W AM C513 6Ar41ER DRAW TEES dORNER ELEVATRIN9 t]:LOC]C IBE6TARTOIOAT NO C TELECOM STRUCTURES ❑ ATER MAIN FITTINGS Phase NO Station OCset Type Weight (lbs.) DOOM] ❑ 10-38.74 36 R Utility Vault Phase 1 1 1088 6.5' R 10' Slee'J3 115 2 1989 6.5' R 12" ❑10" Reducer ❑ ATER MAIN SERVICES 3 10092.5 6.5'8 12'-45 Bend 215 4 1085 6.5' R 10" MJ Plug 65 5 NO Station Side Length (LF) Size (IN) Tap Mein AddressCEI= 1.45'8 12"-45 Bend 215 6 11031.7 0.98'R 12" D6" Tee (FH) 325 7 121774.75 11 17-22 Bend 220 8 1280.02 3.1'R 1 1083.73 68.6'L 70 8 LIDS Tap EDst. 8" Sheraton Hotel 220 9 1381.5 3.4'R 12" D6" Tee (FH) 325 10 2 11010.89 L 25 1.5 Lim Tap New 12" Fountain Lead to Vault 8.6'R 10" MJ Plug 65 11 1486 3 11 @6.42 R 15 1.5 LIB Tap New 12" Irrigation 12"Slee® 145 12 1081 12' R 8' MJ Plug 45 %55 1091. 20.tP1 678.81 4 1181.73 R 28 6 U� Tap New 12" 124 S. DubuD3e 2140 7�D ❑ Bm.% 5 DUBUQUE 883.8] 1 5 1183.71 26 4 Lim Tap New 12" 118 S. DubuOle (Fire) 12'R 12" Slee® 145 2 7160.8 6 1183.71 R 18 2 Branch oTa" to No. 118 S. Dubu0le 12" Slew 145 3 780.8 18.78 12"OB'Tee 340 4 586.67 7 12090.21 L 8 Li'�� Tap New 12" 125 S. Dubuo3e B" Slee® 85 %5.88 106564 8,21'R 616.81 Phase 2 Total Wgt.: 715 8 1285.30 R 26 8 Lim Tap New 12" 201 S. Dubu0le DUBUQUE COLLEGE Total Wgt.: 2855 , 8%.06 iXLET 1160.5 to 91'L 9 12r�1.30 L 35 4 Li®Tap New 12" 111 S. Dubuole 1169.13 18.BrL 8m.10 1169.12 14.BaL 10 12091.30 L 8 2 Branch ov4" to No. 111 S. DubuOte (Fire) OUnfT 1160.52 14.85E New B" Ddn untaln Bm.12 1035.51 X.BJ'L 11 13712.12 R 77 8 Tap New 12" 201 S. DubuOte (Fire) 1068.5 m.11'L Bm.N e DUBUQUE 681.38 12 1389.59 L 35 4 LI03 12" 105 S. Dubu03e 13m'R BR.00 1163.93 23.ta0. %].b 1160.58 23.15 R %8.30 - 1160.5 13.81'0. BT5B2 9 DUBUQUE 800.19 1108.34 30.32' L %129 1108.31 m.48'L 6TT.P 00� ❑ %6.% 1160.m 1698' L %6 T9 OUTLET n69.0 1s sYL srs.5 1 6m7.87 L 37 1 Ulm Tap %5.5 11019.00 28.4YL %6.5 11 d9.oD 30.28'L %6.5 it DUBUQUE 800.20 1299.91 7.58'8 %7.88 12[09.86 X.81'8 %T.5 12L02.H0 X.BB'P 878.24 COLLEGE 12 DUBUQUE 880.00 1396.5 m.49'L BT8.48 1269.% 15.09E %B.te 1161.02 14.99'L 8TBA9 116].00 30.33' L 6]8.85 1168.N b.38'L 0m.18 1199.85 25.%'L 6TB.X t3 DUBUQUE fiB0A5 1293.5 @� S a S y9 3 879.68 - 13188.88 15.19E BT9.18 OU1lET 1268.02 15.18'L 6]8.48 1239.01 25.OaL %6.93 14 DUBUQUE 67188 1335.95 m.taL 680.51 1365.38 7.18' L BT9.18 13@5.04 1.14'L %B.OB 13@5.02 15]4'L %8.00 1968.02 15]1'L %9.5 199801 m.OS L 880.00 %5.SB OURET 83138 3.09'8 %525 6]16.5 3.01'8 %8.00 =.-E.E U318 as 2A2'L em23 6A6.39 291R %5.88 OUREf 893.5 288' R BTS.m 12A2.57 TAV R 678.07 6Ar41ER DRAW TEES dORNER ELEVATRIN9 t]:LOC]C IBE6TARTOIOAT NO C TELECOM STRUCTURES ❑ ATER MAIN FITTINGS Phase NO Station OCset Type Weight (lbs.) DOOM] ❑ 10-38.74 36 R Utility Vault Phase 1 1 1088 6.5' R 10' Slee'J3 115 2 1989 6.5' R 12" ❑10" Reducer 185 3 10092.5 6.5'8 12'-45 Bend 215 4 1085 6.5' R 10" MJ Plug 65 5 108 1.45'8 12"-45 Bend 215 6 11031.7 0.98'R 12" D6" Tee (FH) 325 7 121774.75 O.T R 17-22 Bend 220 8 1280.02 3.1'R 12" -22 Bend 220 9 1381.5 3.4'R 12" D6" Tee (FH) 325 10 14[25 8.6'R 10" MJ Plug 65 11 1486 4.2'8 12"Slee® 145 12 1081 12' R 8' MJ Plug 45 %55 1091. 20.tP1 678.81 Phase 1 Total Wgl.: 2140 7�D ❑ Bm.% 5 DUBUQUE 883.8] 1 780.8 12'R 12" Slee® 145 2 7160.8 24' R 12" Slew 145 3 780.8 18.78 12"OB'Tee 340 4 586.67 19.24' R B" Slee® 85 %5.88 106564 8,21'R 616.81 Phase 2 Total Wgt.: 715 ] DUBUQUE COLLEGE Total Wgt.: 2855 , 8%.06 iXLET 1160.5 to 91'L t 1169.13 18.BrL 8m.10 1169.12 14.BaL 678.00 OUnfT 1160.52 14.85E New B" Ddn untaln Bm.12 1035.51 X.BJ'L am.20 1068.5 m.11'L Bm.N e DUBUQUE 681.38 1163.92 13m'R BR.00 1163.93 23.ta0. %].b 1160.58 23.15 R %8.30 - 1160.5 13.81'0. BT5B2 9 DUBUQUE 800.19 1108.34 30.32' L %129 1108.31 m.48'L 6TT.P 1198.35 25.15'L %6.% 1160.m 1698' L 6Ar41ER DRAW TEES dORNER ELEVATRIN9 t]:LOC]C IBE6TARTOIOAT NO C TELECOM STRUCTURES ❑ ATER MAIN FITTINGS Phase NO Station OCset Type Weight (lbs.) DOOM] ❑ 10-38.74 36 R Utility Vault Phase 1 1 1088 6.5' R 10' Slee'J3 115 2 1989 6.5' R 12" ❑10" Reducer 185 3 10092.5 6.5'8 12'-45 Bend 215 4 1085 6.5' R 10" MJ Plug 65 5 108 1.45'8 12"-45 Bend 215 6 11031.7 0.98'R 12" D6" Tee (FH) 325 7 121774.75 O.T R 17-22 Bend 220 8 1280.02 3.1'R 12" -22 Bend 220 9 1381.5 3.4'R 12" D6" Tee (FH) 325 10 14[25 8.6'R 10" MJ Plug 65 11 1486 4.2'8 12"Slee® 145 12 1081 12' R 8' MJ Plug 45 %55 1091. 20.tP1 678.81 Phase 1 Total Wgl.: 2140 7�D ❑ Bm.% 5 DUBUQUE 883.8] 1 780.8 12'R 12" Slee® 145 2 7160.8 24' R 12" Slew 145 3 780.8 18.78 12"OB'Tee 340 4 586.67 19.24' R B" Slee® 85 %5.88 106564 8,21'R 616.81 Phase 2 Total Wgt.: 715 ] DUBUQUE COLLEGE Total Wgt.: 2855 , 8%.06 iXLET 1160.5 to 91'L t 1169.13 18.BrL 8m.10 6Ar41ER DRAW TEES dORNER ELEVATRIN9 t]:LOC]C IBE6TARTOIOAT NO C TELECOM STRUCTURES RANTER] Phase Alignment Station Oh'ser Type Phase 1 Dubu']/e 10-38.74 36 R Utility Vault Phase 1 Dubu03e 10093.92 .04'R Utility Vault Phase 1 Dubu4le 12018. 24.13'L Utility Vault Phase 1 Dubu03e 12 3 28.03' R Utility Vauk Phase 2 College 1.84 31.37'R UtilitIt y Vault Phase 2 College 1 L25.48 28.82'L Utility Vault Phase 2 College 188.22 29.27'L Handhole Phase 2 College 21714.73 32.02' R Utility Vault Phase 2 College 5oi6.13 29.99' R Handhole Phase 2 College 6773.36 32.52'R Handhole Phase 2 College 782.18 32.99'R Utility Vault 6Ar41ER DRAW TEES dORNER ELEVATRIN9 t]:LOC]C IBE6TARTOIOAT NO C DUBUQUE RANTER] ALR:NMENT INIET OR OIRIET STATMIN OFFSET EIEVAIpN 1 CIXLEGE %9.fi3 4188.58 25.5'8 BTIA3 OUILEi SL40.43 m.5'R BT6m 535.52 OB.OaR Bma3 - 9L5.5 fi4.29R Bm.03 2 COLLEGE OURET 3[11A5 26.iaR Bm.88 908.a1 26.00'8 BTI21 908.08 MAT R 877.63 391.51 40.898 BT1.80 3 COLLEGE DUBUQyE Y G1L- Duauau 3[40.30 m.B3'L 818.86 3L5.54 m.OTL BTBAS 3LB4.08 Y2.W'L BT8.00 3LX.eT 16.89'L BT30 3154.13 2.48' R BP.12 3E4839 2578 e%.a4 3LS4.88 21.81'L BTB.58 36/la 10.11'L %0.38 393.ro 5.09' L Bi].B2 3LSB.OJ S.OT L 0%20 33521 e2rL eT.m 999.52 0.27 L 8».09 302.13 5.0.3'8 fim39 3L5.5 548'8 %Bl 366.5 248' R 00 4 DUBUQUE eez.os 1098.5 24.tT'L %5.5 10®6.88 5 %5.114 1061.m 5.L'L %55 1091. 20.tP1 678.81 1 zT z933L am2z - t0.8T26 21.15'L Bm.% 5 DUBUQUE 883.8] m 96.92 1383'8 BT5.98 t0. B6.9J m.1TR BT5.5 1068.10 23.198 %5.95 ET 1098.11 28.81'8 Bm23 1095.35 m.e9a ere.m 1065.93 13.BTR 6%.03 803.50 ouBuouE OURFf .13 412aR %5.88 1098. b.19R %5.88 106564 8,21'R 616.81 106563 41. %6.28 ] DUBUQUE COLLEGE 1105.X m25'L 8%.06 iXLET 1160.5 to 91'L t 1169.13 18.BrL 8m.10 1169.12 14.BaL 678.00 OUnfT 1160.52 14.85E %5.95 1135.51 X85'L Bm.12 1035.51 X.BJ'L am.20 1068.5 m.11'L Bm.N e DUBUQUE 681.38 1163.92 13m'R BR.00 1163.93 23.ta0. %].b 1160.58 23.15 R %8.30 - 1160.5 13.81'0. BT5B2 9 DUBUQUE 800.19 1108.34 30.32' L %129 1108.31 m.48'L 6TT.P 1198.35 25.15'L %6.% 1160.m 1698' L %6 T9 OUTLET n69.0 1s sYL srs.5 11J9.Ot 2809E %5.5 11019.00 28.4YL %6.5 11 d9.oD 30.28'L %6.5 it DUBUQUE 800.20 1299.91 7.58'8 %7.88 12[09.86 X.81'8 %T.5 12L02.H0 X.BB'P 878.24 COLLEGE 12 DUBUQUE 880.00 1396.5 m.49'L BT8.48 1269.% 15.09E %B.te 1161.02 14.99'L 8TBA9 116].00 30.33' L 6]8.85 1168.N b.38'L 0m.18 1199.85 25.%'L 6TB.X t3 DUBUQUE fiB0A5 1293.5 25.03'L 879.68 - 13188.88 15.19E BT9.18 OU1lET 1268.02 15.18'L 6]8.48 1239.01 25.OaL %6.93 14 DUBUQUE 67188 1335.95 m.taL 680.51 1365.38 7.18' L BT9.18 13@5.04 1.14'L %B.OB 13@5.02 15]4'L %8.00 1968.02 15]1'L %9.5 199801 m.OS L 880.00 15 DUBUQUE OUTLET 19]15.42 15%'P 678.]5 13]15.M m2TR 8!820 1331B.fi0 m.m'P %9.fi3 13318.5 15.95' R 679.18 ►__, [� 1395.42 15.W R BTB.S 1335.M m.X'R 8]6.00 1335.111 mZBR 6]0.50 OUTLET 1335.08 15.er R %0.05 18 DUBUQUE 13]10.]9 31.OaR BB025 Q 13]13. Bt.85'R 8]9.05 �F 19 C1 �O zo DUBUQyE Y G1L- Duauau 25.10' L 600.45 INIET 13Jre.% 136a'L %8.60 U]LET 13�I5.53 13]8'L %8.92 13u45.51 m.12'L 119879 m.m'L eTB.W 602.03 - 146507 19.91•L eeL4e OUTLET 139853 13.86'L BW.93 1368.51 25.23' L 830.58 t DUBUQUE 14010.05 40.38'8 BS.BT 16310.W 50.51.8 669.5 14L06.61 58.538 680.12 u3M.s4 40.84.8 980.5 m COLLEGE OUTLET ess.o6 24.a5•L eez.os 0318.40 24.40' L 882.]0 0318.93 14.12 L BB328 ot25.12 1a03L 082.88 m COLLEGE OUTLET 035.13 966'8 BB2.62 0318.41 9.85'8 68320 096.81 m.11' R 883.8] o9s2o m.14•R ee3.4o ZT COLLEGE 098.48 1.m'R 882.]5 1J10.% 1.318 BBtBB 1L11.01 16.15'8 802.83 063.51 18.2Y R 803.50 m COLLEGE 1688/ X.5'L 802.08 13!1.15 X.T1'L 801.82 OInLET 141.18 14.37E 881.32 INLET 190.84 10.X'L BBt.S 29 COLLEGE 19101 24.T4'L 881.83 - 19o.1s X.erL 09123 OUTLET 196.10 14.46'L 639.13 INLET 191.M 14.4aL 881.13 COLLEGE 10281 24.80' L 881.00 23o3s z4.7s•L 61.84 235.1] 15.83E 681.38 299.1] 1598E 681.11 z69.z1 ztn aw.]e 195.% 2p'L 830.40 195.m 4.s3L 88938 ounEr 19s31 4.5s•L sm.0 165.m B.OS'L 800.19 19238 8.02' L 800.45 32 COLLEGE 281.02 16.54' R 801.01 O 299.]8 1646'8 fi79.81 299.79 24.30'8 6W.01 2 M 95 24.88' R BBiU 93 COLLEGE - 182 22.OY L 800.20 ourLEr 231e. zz.er L 6]633 2A6.80 13.i3'L 6)9.m 2341.84 13.80' L 699.83 35 COLLEGE 299.93 1 L 880.00 299.93 18. %9.50 WILET 269.m %.SL %927 z3M.0 %.roL TBs] - 29823 2.84'ft 290.88 2.5'8 800.X 290.% 3.X'L 600.40 h>9.fl 3.31' L 800.51 249.]3 269'8 fiB0A5 299.38 2.rYR BBD.91 3T COLLEGE 3]10.95 m.mR 8/8.01 3]14.]9 m.iT R BT8.01 33b.aD m.1TR 67188 333.00 m.15' P %189 333.80 mA9'P 6TT.i9 9310.98 30.80' R %8.33 OB COLLEGE 898.53 4.3aL BmA2 - 831.3] 4.X'L %5.SB OURET 83138 3.09'8 %525 6]16.5 3.01'8 %8.00 =.-E.E U318 as 2A2'L em23 6A6.39 291R %5.88 OUREf 893.5 288' R BTS.m genus I landscape architects ] 325 FAST st8 STREET DR MOINES, N 50309 T sts zea roto W W W.GENUS-tA.COM ARCXIIECT NEIMVIN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE.303 IOWA GrtY, M52240 P 319.3367818 [NIL ENGINEER SHOEMAKER 8 H44LpND 760 HOLIDAY ROAD CORALVILLE, IA 57147 P 379.351.7750 ELECTRICAL S TRAFFIC SIGNAIPATON SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE.750 MINNEAPOLIS, MIN 55474443 P761.475.OW0 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.e lownclrY, iA5224o P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE.2p MINNEAPOLIS, MN 55174 P 612.339.5950 PEDESTRIAN MALL IAIPROVEMEMS IOWA CITY, IA of o4rzanon Tax Do oz oN9wm17 toou DD 03 1111arzolT 53c ED 04 12/20.2017 100%[9 05 0128rz018 BID SET BD AC w� CC/EHIPN/53 UTILITY TABULATIONS 16034 1rza201e 12 PM [514 Sim 1 70.8 14'R Linn Street Tie 26'R 12 Phase 2 12" 2 14@5 8.56'R Washington Tie 4.2'R 12 Phase 1 12" 3 70.8 18.88'R 56.7 19.24'R 194 Phase 2 8" 4 109.1 6.51'R 10186.1 6.55' R 7 Phase 1 10' 5 9085 15.5' R 10m1 13'R REMOVAL OF FOISTING ❑ATER MAIN Note: All other vanes are incidental category of service connections SY size. a s Is F NumbStart Station Offset End Sfatlon Offset Length Phase Size 46 Phase 1 6" 6 125.17 1 R EO HYtlHydranURI tLead 5 Phase 1 6" 7 13m1.26 18'R EO Hydrant Lead 5 Phase 1 8" Total LF: 261 er ADANDONM T OF FOISTING ❑ATER MAIN Number Start Station Offset End Station Offset LengM Size 1 Note: AHaMonmarM1asUSOrp mainea rJres are lnddendlbMelnslalWlbnoWetrelnllne water main. REMOVAL OF FOISTING FIRE HODRANT ASSEMOLIE Number Phase Station O�et Comment 1 1 10019.61 5.34' L Remote FH and Lead. 2 1 11012.5 18'R RemoOB FH and Lead. 3 1 130D9 18'R Remo® FH and Lead in Planter. REMOVAL OF FOISTING VALVES Number Station Oet TYPE PHASE 1 14145 8.6'R 10" Gate 1 2 10018 15.5' R 8' Gate 1 3 4 5 AOANDONMENT OF FOISTING VALVES NO. Phase Sta0on O®et Comment 1 1 10042 6.5' R 8' Gale. Close ®IOe, remote bo0cap and Pill bo0with rete to sur®ca. VALVE DOD ADa1STME Number Phase Stationn OCset Type od✓al� 1 Note: Adjustment of existing water related fixtures, Is incidental tot surface restoration. VA ECO -REMOVAL Number Phase talion 0-setType o[/al� 1 1 145 8.6' R 10" Gate @ 2 1 132 10' R 10" Gate 3 13018 101 R 10" Gate 4 1 12fB2 11'R 10' Gate 5 1 121777 11'R 10" Gate 6 1 10018 15.5' R 8" Geta REMOVAL OF FOISTING ❑ATER MAIN Note: All other vanes are incidental category of service connections SY size. ADANDONM T OF FOISTING ❑ATER MAIN Number Start Station Offset End Station Offset LengM Size 1 Note: AHaMonmarM1asUSOrp mainea rJres are lnddendlbMelnslalWlbnoWetrelnllne water main. REMOVAL OF FOISTING FIRE HODRANT ASSEMOLIE Number Phase Station O�et Comment 1 1 10019.61 5.34' L Remote FH and Lead. 2 1 11012.5 18'R RemoOB FH and Lead. 3 1 130D9 18'R Remo® FH and Lead in Planter. REMOVAL OF FOISTING VALVES Number Station Oet TYPE PHASE 1 14145 8.6'R 10" Gate 1 2 10018 15.5' R 8' Gate 1 3 4 5 AOANDONMENT OF FOISTING VALVES NO. Phase Sta0on O®et Comment 1 1 10042 6.5' R 8' Gale. Close ®IOe, remote bo0cap and Pill bo0with rete to sur®ca. VALVE DOD ADa1STME Number Phase Stationn OCset Type od✓al� 1 Note: Adjustment of existing water related fixtures, Is incidental tot surface restoration. VA ECO -REMOVAL Number Phase talion 0-setType o[/al� 1 1 145 8.6' R 10" Gate @ 2 1 132 10' R 10" Gate 3 13018 101 R 10" Gate 4 1 12fB2 11'R 10' Gate 5 1 121777 11'R 10" Gate 6 1 10018 15.5' R 8" Geta INSTALLATION OF NEI] ❑ATER MAIN REMOVAL OF FOISTING FIRE HODRANT ASSEMOLIE Number Phase Station O�et Comment 1 1 10019.61 5.34' L Remote FH and Lead. 2 1 11012.5 18'R RemoOB FH and Lead. 3 1 130D9 18'R Remo® FH and Lead in Planter. REMOVAL OF FOISTING VALVES Number Station Oet TYPE PHASE 1 14145 8.6'R 10" Gate 1 2 10018 15.5' R 8' Gate 1 3 4 5 AOANDONMENT OF FOISTING VALVES NO. Phase Sta0on O®et Comment 1 1 10042 6.5' R 8' Gale. Close ®IOe, remote bo0cap and Pill bo0with rete to sur®ca. VALVE DOD ADa1STME Number Phase Stationn OCset Type od✓al� 1 Note: Adjustment of existing water related fixtures, Is incidental tot surface restoration. VA ECO -REMOVAL Number Phase talion 0-setType o[/al� 1 1 145 8.6' R 10" Gate @ 2 1 132 10' R 10" Gate 3 13018 101 R 10" Gate 4 1 12fB2 11'R 10' Gate 5 1 121777 11'R 10" Gate 6 1 10018 15.5' R 8" Geta INSTALLATION OF NEI] ❑ATER MAIN REMOVAL OF FOISTING VALVES Number Station Oet TYPE PHASE 1 14145 8.6'R 10" Gate 1 2 10018 15.5' R 8' Gate 1 3 4 5 AOANDONMENT OF FOISTING VALVES NO. Phase Sta0on O®et Comment 1 1 10042 6.5' R 8' Gale. Close ®IOe, remote bo0cap and Pill bo0with rete to sur®ca. VALVE DOD ADa1STME Number Phase Stationn OCset Type od✓al� 1 Note: Adjustment of existing water related fixtures, Is incidental tot surface restoration. VA ECO -REMOVAL Number Phase talion 0-setType o[/al� 1 1 145 8.6' R 10" Gate @ 2 1 132 10' R 10" Gate 3 13018 101 R 10" Gate 4 1 12fB2 11'R 10' Gate 5 1 121777 11'R 10" Gate 6 1 10018 15.5' R 8" Geta INSTALLATION OF NEI] ❑ATER MAIN AOANDONMENT OF FOISTING VALVES NO. Phase Sta0on O®et Comment 1 1 10042 6.5' R 8' Gale. Close ®IOe, remote bo0cap and Pill bo0with rete to sur®ca. VALVE DOD ADa1STME Number Phase Stationn OCset Type od✓al� 1 Note: Adjustment of existing water related fixtures, Is incidental tot surface restoration. VA ECO -REMOVAL Number Phase talion 0-setType o[/al� 1 1 145 8.6' R 10" Gate @ 2 1 132 10' R 10" Gate 3 13018 101 R 10" Gate 4 1 12fB2 11'R 10' Gate 5 1 121777 11'R 10" Gate 6 1 10018 15.5' R 8" Geta INSTALLATION OF NEI] ❑ATER MAIN Note: All other vanes are incidental category of service connections SY size. VALVE DOD ADa1STME Number Phase Stationn OCset Type od✓al� 1 Note: Adjustment of existing water related fixtures, Is incidental tot surface restoration. VA ECO -REMOVAL Number Phase talion 0-setType o[/al� 1 1 145 8.6' R 10" Gate @ 2 1 132 10' R 10" Gate 3 13018 101 R 10" Gate 4 1 12fB2 11'R 10' Gate 5 1 121777 11'R 10" Gate 6 1 10018 15.5' R 8" Geta INSTALLATION OF NEI] ❑ATER MAIN Note: All other vanes are incidental category of service connections SY size. Phase Start station Offset End Station t Length Phase 2 7091 18.7'R 5196.2' R 6" Phase 1 109 6.51' R 1411354. R 348.00' 12" Phase 2 7t�0.8 14' R 2 ' 12.00' 1 " Total: 360. 12" 7' 195' INSTALL FIRE HODRANT Number hase Station O®et Comment 1 1 10001.12 80.8' L BtB Lim Tap, 55' Lead. 2 1 11 m1.73 18.5' R 126i Tae, 17.5' Lead 1 13001.53 18.2' R 12th Tee, 14.8' Lead INSTALLATION OF NEI] ❑ATER MAIN Note: All other vanes are incidental category of service connections SY size. INSTALL FIRE HODRANT Number hase Station O®et Comment 1 1 10001.12 80.8' L BtB Lim Tap, 55' Lead. 2 1 11 m1.73 18.5' R 126i Tae, 17.5' Lead 1 13001.53 18.2' R 12th Tee, 14.8' Lead FURNISH AND INSTALL VALVES AND o00ES Number Station OOset Type o/Valve Phase 1 105.3 3.94' R 12" Geta Vel® 1 2 13m8.07 3.55' R 12" Gate Value 1 3 14m5.29 4.17' R 12" Gate Value 1 4 70.62 15.33' R 12" Gate Val® 2 70.82 22.20' R 12" Gate VaICe 2 6 7tB7.99 18.6T R 8" Gele Value 2 genus [ landscape archifech ] 325 EAST sTM STREET DES MOINES. IA 50309 T sts 28I 1010 W W W.GENUS-LA.COM ARCHITECT NEUMNN MONSON ARCHITECTS 331 FAST COLLEGE STREET, siE.303 IOWA CITY. w53349 P 319,3387616 CNIL ENGINEER SHOEMAKER 8 HANANO 160 HOLIDAY ROAD fAR4LyILLE, W 52241 P 319.351]150 ELECTRICAL 6TRAFFIC SIGNALNATX3N SRF CONSULTING ONE GNiLSON PARKWAY NORTH, STE.7W MINNFAPOLIs, MN 5514I4143 P 763.415.0070 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING f22 E. WASHINGTON STREET, sTE. B IOWA GTY,IA52240 P 319.333.7850 uaxTwG DEs1cx SCHULER SHOOK 379 MAIN STREET BE, STE. 2D0 MINNEAPOLIS, MN 55111 P 672339.5956 IOWA CRY, w DD/EHIPN/33 UTILITY TABULATIONS trzsrzota uar PM 0515 Note: All other vanes are incidental category of service connections SY size. genus [ landscape archifech ] 325 EAST sTM STREET DES MOINES. IA 50309 T sts 28I 1010 W W W.GENUS-LA.COM ARCHITECT NEUMNN MONSON ARCHITECTS 331 FAST COLLEGE STREET, siE.303 IOWA CITY. w53349 P 319,3387616 CNIL ENGINEER SHOEMAKER 8 HANANO 160 HOLIDAY ROAD fAR4LyILLE, W 52241 P 319.351]150 ELECTRICAL 6TRAFFIC SIGNALNATX3N SRF CONSULTING ONE GNiLSON PARKWAY NORTH, STE.7W MINNFAPOLIs, MN 5514I4143 P 763.415.0070 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING f22 E. WASHINGTON STREET, sTE. B IOWA GTY,IA52240 P 319.333.7850 uaxTwG DEs1cx SCHULER SHOOK 379 MAIN STREET BE, STE. 2D0 MINNEAPOLIS, MN 55111 P 672339.5956 IOWA CRY, w DD/EHIPN/33 UTILITY TABULATIONS trzsrzota uar PM 0515 genus [ landscape amhirech ] 325 EAST STM STREET DFS MOINES,W 50.709 T 515 284 1010 W W W.GENUS-U.COM ARCNnECT NEUNANN MONSONARCHITECT$ 221 EAST COLLEGE STREET, STE 37 K)WACRY, IA 522W P 319.3347818 CIVIL ENGINEER SHOEM4yERd HANPNO 160 HOLIDAY ROAD COPALVILLE, 1452241 P 31971.1150 ELECTRICAL d TRAFFIC SN3NA111A1I0N SRF CONSULTING ONE CARLSON PAIiMA'AY NORTH, 31E.750 MINNEAPOLIS, MN 554414443 P763.4r5.0010 STRUCTURAL ENGINEER RAI(ER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.a IOWA CITY, IA 52240 P 379.333A050 LIGHTING DESIGN SCHULER SHOOK 279 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55174 P 672.339.570 IOWA CITY, w r - REMOVAL OF STORM SED ER STRUCTURES REMO OF STORM SED ER 010ES INTA0E3 &STORM SED ER STRUCTURES STORM SED ER DIRE Phase Alignment StartStation Phase Pipe Number Size Structure Number Type Grade Sheet Station Offset Rim Elevah'ons Flow Line In Flow Llne Oul Phase Comments 24" RCP 8 LF - - - - - Replace damaged section Phase 1 - 15" RCP 18 LF - Remo a e755ng inta� structure replace with - - - Replace damaged sections 1 48" Manhole 12" RCP DubuOre 10059.20 42.52' L 680.00 878.14 N, 676.08 S. 671.38 W 671.38E 1 48" manhole with Neenah Mme 1642 with Phase 1 4 12" RCP 28 LF 1.00% INTAKE (4) MANHOLE (3) 4.72 675.00 1141.16 Phase 1 6 12" RCP Neenah R2370-0 Casting 2.58% INTAKE (6) 2 Large Intal 677.02 DubuOle 111:00.80 22.45' R 678.70 675.35S 674.68 W 1 INTAKE (B) FILED 673.35 673.90 Phase 1 3 48" Manhole 15" RCP Dubu Ore 11 m1.50 12.34' L 679.87 671.44 N. 674.72 NE,676.11 E. 671.448 1 48" Manhole oar e0sting pipe Phase 1 10 12' RCP 25 LF 1.64% � MANHO (9) 676.50 678.90 6m1.05 674.75 S, 875.73 NW 11 12" RCP 42 LF 0.82% INTAKE (11) IN E (10) 677.20 4 Large In Phase 1 Dubu04e 11@2.32 9.91'R 678.93 675.62E 675.00 SW 1 676.04 678.57 Pik 4 2� 5 48" Manhole 1.34% DubuOfe 12017.84 10.22'L 680.84 672.71 N, 678.74 E, 677.28 W 672.70S 1 48" Manhole o®r e0sting pipe 2018FE6 -6 2.40% INTAKE (1 6 Large Inta 679.65 Dubu03e 12017.52 3.74' R 680.58 677.16E 877.02 W 1 RemoCe eGs9ng intaCe structure MANHOLE (17) 676.84 JERK Phase 2 48" Manhole 12' RCP 23 LF 12(b2.42 9.55'L 681.38 873.35 N. 673.15 W 673.058 1 Remote Manhole, install 48" Manhole o0er Phase 2 IOWA 7 32 LF 1.18% NTAKE (21) INTAKE (22) 674.03 674.41 Phase 2 e75fing pipe 12" RCP p GTYF 1.59% INTAKE (22) 8 Large IntaO: 688.54 DubuOfe 92 9.45' L 681.68 674.20 N, 678.21 W 673.90S 1 INTAKE (23) MANHOLE (25) 667.26 Bfi7.44 9 48" Manhole 15" RCP Dubu03e 13018.08 682.30 676.50 E, 678.70 W 674.94S 1 Phase 2 26 12" RCP 39 LF 10 Large IntaOe INTAKE (23) Dubu Ole 13019.29 16. 672.00 677.75 N, 677.20 E, 678.55 S 676.80 W 1 11 Large IntaOT Dubu Ole 13017.82 59.98'R 682.12 678.04 N, 676.42E 677.54 W 1 12 Large IntaCa Dubu Ole 136.43 66.93'R 6 678.87 N 678.57S 1 13 Large Intao? Dubu Ore 13®8.31 66.86'R 662.95 679.75 NW 679.27S 1 Remo;re eds8ng' structure remote 14 Large Intal College St. 1 X1.46 4.21'L 683.65 680.00E 679.65S 2 e0s8ng pipe raa main with concrete, Oush logo wsOng, detail on sheet [509 ?TOTE: CONTRACTOR TO VERIFY ELEVATIONS AND LOCATION OF LITILTIES PRIOR TO CONSTRUCTION );Ki side wallo�ipe. 15 48" Manhole College St. 111131.25 13.39'R 663.94 679.30 3.45 W 673.45E 2 17 16 48" Manhole College St. 251.00 19.00' L 682.65 t. 678.75 NW, 67 . NE 677.46 S 2 17 48" Manhole College St. 21.15 12.04' R 682.44 678.84 N, 878.47 SW, 6 W 678.56E 2 18 Large Inca® College St. 2185.44 26.95'R 682.47 679.10E . 678.47 W 2 19 Small IntaOe College St. 4019.22 34.43' L 679.76 675.20 W 675.20E 1 Remote eGsting Infa� structure 20 Small IntaOe College St. Sm6.82 34.23' L 679.06 674.65 W 6 5 E 1 RemoCe eGsting InteOa structure 21 Large Intal Collage St. 57.30 25.80'R 678.20 674.72 W 674.41 2 22 Large IntaQi College St. 56.18 26.04'R 878.18 674.03 W 668. 2 23 Large Intal College Sl. 6026.87 3.02' R 878.17 667.94 W, 673.76E .44 N - 24 Large InteOe College 51. 6026.99 26.02' R 678.50 874.95 W. 874.95E 673.95 SE 2 25 48" Manhole College St. 8149.08 8.54' R 878.45 667.26 S, 674.99 W, 665.93 665.93E 2 26 Large IntaB College SL 6[68.17 28.70' R 678.17 - 674.17 W 2 RemoCe an place Meme and lid with city 27 7A730 Linn St. 78.97 40.37 L 676.61 662.41 W, 66 1 N 661.41 S 2 a g Is 9 genus [ landscape amhirech ] 325 EAST STM STREET DFS MOINES,W 50.709 T 515 284 1010 W W W.GENUS-U.COM ARCNnECT NEUNANN MONSONARCHITECT$ 221 EAST COLLEGE STREET, STE 37 K)WACRY, IA 522W P 319.3347818 CIVIL ENGINEER SHOEM4yERd HANPNO 160 HOLIDAY ROAD COPALVILLE, 1452241 P 31971.1150 ELECTRICAL d TRAFFIC SN3NA111A1I0N SRF CONSULTING ONE CARLSON PAIiMA'AY NORTH, 31E.750 MINNEAPOLIS, MN 554414443 P763.4r5.0010 STRUCTURAL ENGINEER RAI(ER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.a IOWA CITY, IA 52240 P 379.333A050 LIGHTING DESIGN SCHULER SHOOK 279 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55174 P 672.339.570 IOWA CITY, w r - REMOVAL OF STORM SED ER STRUCTURES REMO OF STORM SED ER 010ES SWdure STORM SED ER DIRE Phase Alignment StartStation Phase Pipe Number Size Length Grade US Structure DS Structure Flow Line In Flow a Out Comments Phase 1 - 24" RCP 8 LF - - - - - Replace damaged section Phase 1 - 15" RCP 18 LF - - - - - Replace damaged sections Phase 1 2 12" RCP 32 LF 1.00% INTAKE (2) MANHOLE (3) 674 874.68 108.83 Phase 1 4 12" RCP 28 LF 1.00% INTAKE (4) MANHOLE (3) 4.72 675.00 1141.16 Phase 1 6 12" RCP 11 LF 2.58% INTAKE (6) MANHOLE (5) 676.74 677.02 18 LF Phase 1 8 15" RCP 24 LF 2.34% INTAKE (B) MANHOLE (7) 673.35 673.90 Phase 1 Phase 1 9 15" RCP 38 LF 1.96% MANHOLE (9) INTAKE96 874.20 674.94 1 X3.85 Phase 1 10 12' RCP 25 LF 1.64% INTAKE (10) MANHO (9) 676.50 678.90 6m1.05 Phase 1 11 12" RCP 42 LF 0.82% INTAKE (11) IN E (10) 677.20 677.54 Phase 1 12 12" RCP 48 LF 1.12% INTAKE (12) TAKE (11) 676.04 678.57 Phase 1 13 12" RCP 30 LF 1.34% INTAKE (73) INTAKE (12) 678.87 67927 Phase 2 14 12" RCP 15 LF 2.40% INTAKE (1 MANHOLE (15) 679.30 679.65 Phase 16 12'RCP 27 LF 2.29% MANHO 16) MANHOLE (17) 676.84 677.46 Phase 2 18 12' RCP 23 LF 2.24% IN KE (18) MANHOLE (16) 677.96 678.47 Phase 2 21 12" RCP 32 LF 1.18% NTAKE (21) INTAKE (22) 674.03 674.41 Phase 2 22 12" RCP 38 LF 1.59% INTAKE (22) INTAKE (23) 667.94 688.54 Phase 2 23 15' RCP 16 LF 1. INTAKE (23) MANHOLE (25) 667.26 Bfi7.44 Phase 2 24 15" RCP 3 LF .37% INTAKE (24) MANHOLE (25) 673.88 673.85 Phase 2 26 12" RCP 39 LF 1.05% INTAKE (26) INTAKE (23) 673.76 674.17 logo wsOng, detail on sheet [509 ?TOTE: CONTRACTOR TO VERIFY ELEVATIONS AND LOCATION OF LITILTIES PRIOR TO CONSTRUCTION genus [ landscape amhirech ] 325 EAST STM STREET DFS MOINES,W 50.709 T 515 284 1010 W W W.GENUS-U.COM ARCNnECT NEUNANN MONSONARCHITECT$ 221 EAST COLLEGE STREET, STE 37 K)WACRY, IA 522W P 319.3347818 CIVIL ENGINEER SHOEM4yERd HANPNO 160 HOLIDAY ROAD COPALVILLE, 1452241 P 31971.1150 ELECTRICAL d TRAFFIC SN3NA111A1I0N SRF CONSULTING ONE CARLSON PAIiMA'AY NORTH, 31E.750 MINNEAPOLIS, MN 554414443 P763.4r5.0010 STRUCTURAL ENGINEER RAI(ER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.a IOWA CITY, IA 52240 P 379.333A050 LIGHTING DESIGN SCHULER SHOOK 279 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55174 P 672.339.570 IOWA CITY, w r - REMOVAL OF STORM SED ER STRUCTURES REMO OF STORM SED ER 010ES SWdure STORM SED ER DIRE Phase Alignment StartStation Phase Pipe Number Size Length Grade US Structure DS Structure Flow Line In Flow a Out Comments Phase 1 - 24" RCP 8 LF - - - - - Replace damaged section Phase 1 - 15" RCP 18 LF - - - - - Replace damaged sections Phase 1 2 12" RCP 32 LF 1.00% INTAKE (2) MANHOLE (3) 674 874.68 108.83 Phase 1 4 12" RCP 28 LF 1.00% INTAKE (4) MANHOLE (3) 4.72 675.00 1141.16 Phase 1 6 12" RCP 11 LF 2.58% INTAKE (6) MANHOLE (5) 676.74 677.02 18 LF Phase 1 8 15" RCP 24 LF 2.34% INTAKE (B) MANHOLE (7) 673.35 673.90 Phase 1 Phase 1 9 15" RCP 38 LF 1.96% MANHOLE (9) INTAKE96 874.20 674.94 1 X3.85 Phase 1 10 12' RCP 25 LF 1.64% INTAKE (10) MANHO (9) 676.50 678.90 6m1.05 Phase 1 11 12" RCP 42 LF 0.82% INTAKE (11) IN E (10) 677.20 677.54 Phase 1 12 12" RCP 48 LF 1.12% INTAKE (12) TAKE (11) 676.04 678.57 Phase 1 13 12" RCP 30 LF 1.34% INTAKE (73) INTAKE (12) 678.87 67927 Phase 2 14 12" RCP 15 LF 2.40% INTAKE (1 MANHOLE (15) 679.30 679.65 Phase 16 12'RCP 27 LF 2.29% MANHO 16) MANHOLE (17) 676.84 677.46 Phase 2 18 12' RCP 23 LF 2.24% IN KE (18) MANHOLE (16) 677.96 678.47 Phase 2 21 12" RCP 32 LF 1.18% NTAKE (21) INTAKE (22) 674.03 674.41 Phase 2 22 12" RCP 38 LF 1.59% INTAKE (22) INTAKE (23) 667.94 688.54 Phase 2 23 15' RCP 16 LF 1. INTAKE (23) MANHOLE (25) 667.26 Bfi7.44 Phase 2 24 15" RCP 3 LF .37% INTAKE (24) MANHOLE (25) 673.88 673.85 Phase 2 26 12" RCP 39 LF 1.05% INTAKE (26) INTAKE (23) 673.76 674.17 genus [ landscape amhirech ] 325 EAST STM STREET DFS MOINES,W 50.709 T 515 284 1010 W W W.GENUS-U.COM ARCNnECT NEUNANN MONSONARCHITECT$ 221 EAST COLLEGE STREET, STE 37 K)WACRY, IA 522W P 319.3347818 CIVIL ENGINEER SHOEM4yERd HANPNO 160 HOLIDAY ROAD COPALVILLE, 1452241 P 31971.1150 ELECTRICAL d TRAFFIC SN3NA111A1I0N SRF CONSULTING ONE CARLSON PAIiMA'AY NORTH, 31E.750 MINNEAPOLIS, MN 554414443 P763.4r5.0010 STRUCTURAL ENGINEER RAI(ER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.a IOWA CITY, IA 52240 P 379.333A050 LIGHTING DESIGN SCHULER SHOOK 279 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55174 P 672.339.570 IOWA CITY, w r - REMOVAL OF STORM SED ER STRUCTURES REMO OF STORM SED ER 010ES SWdure Street Phase Alignment StartStation t End Sfatlon OMset Lergm Si Phase 1 Dubu Ole 1053.73 22.63 101.33 22.63' R 3 LF - Phase 1 DubuLLe 10751.54 22.62' R 101.33 22.63' R 10 LF - Phase i Dubu04e 101.35 16.63' R 1 26.63' R 8 LF 24" RCP Phase 1 Dubu04e 11012.48 39.23' R 101734. 4 . 9 LF - Phase 1 Dubu- ue 108.83 53.35' R 104.09 T R 5 LF - Phase 1 Dubu 74e 11 @1.22 16.71' L 1141.16 12.07 5 LF 12" RCP Phase 1 Dubu]Ie 11 m4.30 11.82' L 11016.16 12.12' L 18 LF 15" RCP Phase 1 Dubu Ole 11 m0.00 3.82' R 11@0.30 11.91'L F 12" RCP Phase 1 Dubu04e 12017.49 4.85' R 12017.64 10.22' L 8 L 12" RCP Phase 2 College 1 X3.85 5.05' L 1®4.17 13.39' R 8 LF i CP Phase 2 College 6[61.09 5.52' R 6m1.05 8.52' R 3 LF 12" R genus [ landscape amhirech ] 325 EAST STM STREET DFS MOINES,W 50.709 T 515 284 1010 W W W.GENUS-U.COM ARCNnECT NEUNANN MONSONARCHITECT$ 221 EAST COLLEGE STREET, STE 37 K)WACRY, IA 522W P 319.3347818 CIVIL ENGINEER SHOEM4yERd HANPNO 160 HOLIDAY ROAD COPALVILLE, 1452241 P 31971.1150 ELECTRICAL d TRAFFIC SN3NA111A1I0N SRF CONSULTING ONE CARLSON PAIiMA'AY NORTH, 31E.750 MINNEAPOLIS, MN 554414443 P763.4r5.0010 STRUCTURAL ENGINEER RAI(ER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.a IOWA CITY, IA 52240 P 379.333A050 LIGHTING DESIGN SCHULER SHOOK 279 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55174 P 672.339.570 IOWA CITY, w r - REMOVAL OF STORM SED ER STRUCTURES C, Number SWdure Street Station Offset Phase 122M011 100%CD Area InteOe Dubu04e 10051.54 22.62' R 1 Area Intal Dubu Ore 10x63.77 22.69' R 1 1 ImaL� Dubu7le 10-49.20 42.52' L 1 Trench Drain Dubu74e 1029.58 13.50'R 1 19 Area Intal Dubu Ole 103.74 6827 R 1 20 Arealnta� Dubu Ole 103.52 95.8TR 1 Cleanout Dubu0le 1054.45 39.84'R 1 Trench Drain Dubu Ore 10[88.34 48.20'R 1 Trench Drain Dubu Ore 11017.75 39.12'R 1 1nte06 Dubu0le 11 X2.17 13.90'L 1 Intal Dubu Ore 11029.66 2.70' R 1 6 Inlay Dubu: Ire 12017.52 3.74' R 1 7 Manhole Dubu 74e 1252.42 8.55'L 1 14 Intal College 1153.26 5.10' L 2 Inta:a College 6241.16 5.64' L 2 genus [ landscape amhirech ] 325 EAST STM STREET DFS MOINES,W 50.709 T 515 284 1010 W W W.GENUS-U.COM ARCNnECT NEUNANN MONSONARCHITECT$ 221 EAST COLLEGE STREET, STE 37 K)WACRY, IA 522W P 319.3347818 CIVIL ENGINEER SHOEM4yERd HANPNO 160 HOLIDAY ROAD COPALVILLE, 1452241 P 31971.1150 ELECTRICAL d TRAFFIC SN3NA111A1I0N SRF CONSULTING ONE CARLSON PAIiMA'AY NORTH, 31E.750 MINNEAPOLIS, MN 554414443 P763.4r5.0010 STRUCTURAL ENGINEER RAI(ER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.a IOWA CITY, IA 52240 P 379.333A050 LIGHTING DESIGN SCHULER SHOOK 279 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55174 P 672.339.570 IOWA CITY, w r - C, aarzanolT rox Do 02 WI30.2017 100%DD 03 falvzslr W% CD 04 122M011 100%CD 05 09RrX1e aID SET CCI EH PN/33 UTILITY TABULATIONS 1n3Rm31:43 PM [516 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) This Base Stormwater Pollution Prevention Plan (SWPPP) includes information on Roles and Responsibilities, Project Site Description, Controls, Maintenance Procedures, Inspection Requirements, Non -Storm Water Controls, Potential Sources of 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 Stornwater Poln Prevention Plan, amended as needed per plan revisions or by Contr modification, will be readily available for review. All contractors shall conduct 'r operations in a manner that controls pollutants, minimizes erosion, an events sediments from entering waters of the state and leaving the roadway In f -way. The prime Contractor shall be responsible for Compliance and imp Titation of the SWPPP for their entire contract. This responsibility shall be r shared with subcontractors whose work is a source of potential pol efined in this SWPPP. I. ROLES AND RESPONSIBILITIES A. In accordance with SUDAS Specification Section 9040 as modified herein. The prime contractor will not need to develop a separate SWPPP. IL PROJECT SITE DESCRIPTION A. This Stormwater Pollution Prevention Plan (SWPPP) is for the Pedestrian Mall Improvements project. B. This SWPPP covers approximately 2.39 acres with an estimated 2.39 acres being disturbed. The portion of the SWPPP covered by this contract has 2.39 acres disturbed. C. The SWPPP is located in an area of Downs silt loam, till, and plain soils. D. Storm Water Site Map - Multiple sources of information comprise the base storm water site map Including: 1. Drainage patterns — Plan and Profile sheets and Situation plans. 2. Proposed Slopes — Cross Sections. 3. Areas of Soil Disturbance — Construction limits shown on Plan and Profile sheets. 4. Location of Structural Controls — Tabulations on C sheets. 5. Locations of Non-structural Controls —Tabulations on C sheets. 6. Locations of Stabilization Practices — generally within construction limits shown on Plan and Profile sheets. 7. Surface Waters (including wetlands) — Plan and Profile sheets. 8. Locations where storm water is discharged — Plan and Profile sheets. E. The base site map is amended by contract modifications and progress payments of completed erosion Control work. F. Runoff from this work will Flow into Ralston Craek. III. CONTROLS A. The contractor's work plan and sequence of operations specified in Section 9040 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 pavements in areas not immediately needing to be reconstructed. C. The applicable sections of SUDAS Section 9040 define requir nts to implement erosion and sediment Control measures. Ac quantities used may vary from the Base SWPPP and a ndment of the plan will be documented via field book entries or Contract modification. Additional erosion and sediment Co of items may be required as determined by the inspector and/or Infractor during storm water monitoring inspections. If the involved is not applicable to any Contract items, the wo 'II be paid for according to the project specifications. 1. EROSION AND SEDIMENT CO ROLS a. Stabilization Practices 1) Site plans will ensur hat existing vegetation is preserved where attainable d disturbed portions of the site will be stabilize. 2) Stabilization measures shall be initiated as soon as practicable in portions of the site where Construction activities have temporarily or permanently ceased. 3) Stabilization measures to be used for this project are located in the Estimated Project Quantities and Estimate Reference Information located on sheet G003 of the project plans. Additional items may be found in the Inspectors Daily Reports (IDR) or Contract Modifications. Is. Structural Practices 1) Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed areas of the site. 2) Structural items to be used for this project are located in the Estimated Project Quantities and Estimate Reference Information located on sheet G003 of the plans, 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 (xxx) sheets of the plan. 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. 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 2) MaTer4l Delivery, Storage and Use - Implement practices to preventarge of Construction materials during delivery, storage, and 3) Stockpile Manage t -Install controls to reduce or eliminate pollution of at water from stockpiles of soil and paving. 4) Waste Disposal - Do not discharg y materia<nate building materials, into waters of the s exce authorized by a Section 404 permit. 5) Spill Prevention and Control -Implement pr Contain and clean-up spills and prevent eriato the storm drem system and wale tha sta6) Concrete Residuals and Washo astes - Desg temporary Concrete washout 'lilies for rinsing out concrete trucks. Provide direction o truck drivers where designated washout facilities ar ated. 7) Vehicle and Equ' ant Cleaning - Employ washing practices that prevent lamination of surface and ground water from 8) Vehic and Equipment Fueling and Maintenance - Perform o e fueling and maintenance In accordance with all nvironment laws such as proper storage of onside fuels and proper disposal of used engine oil or other fluids on site. 9) Litter Management - Ensure employees properly dispose of litter. 3. APPROVED STATE OR LOCAL PLANS During the Course of this Construction, it is possible that situations will arise where unknown materials will be encountered. When such situations are encountered, they will be handled according to all federal, state, and local regulations in effect at the time. IV.MAINTENANCE PROCEDURES The Contractor Is required to maintain all temporary erosion and sediment Control measures in proper working order, including cleaning, repairing, or replacing them throughout the Contract period. This shall begin when the features have lost 50% of their capacity. V. INSPECTION REQUIREMENTS A. Inspections shall be made jointly by the contractor and the contracting authority at least once every seven calendar days. Storm water monitoring inspections will include: 1. Date of the inspection. 2. Summary of the scope of the inspection. 3. Name and qualifications of the personnel making the inspection. 4. Rainfall amount. 5. Review erosion and sediment Control measures within disturbed areas for the effectiveness in preventing impacts to receiving waters. 6. Major observations related to the implementation of the SWPPP. 7. Identify corrective actions required to maintain or modify erosion and sediment Control measures. B. Include storm water monitoring inspection reports. incorporate any additional erosion and sediment Control measures determined as a result of the inspection. Immediately begin corrective actions on all deficiencies found and complete all actions within 3 calendar days of the inspection. VI.NON-STORM WATER DISCHARGES p� c This includes existing subsurface drains that are Ipf! p�r�tt o The velocity of the discharge from these features }nay bbbe Con ro ed by the use of patio blocks, Class A crushed stone, erosion stone or other appropriate materials. JA�BFEB -6 PM 4 21 VII. POTENTIAL SOURCES OF OFF RIGH -WAY (ROW) POLLUTION 77 K Slits,sediment,and other forms of pollution may IDW, e Y `Ui roadway right-of-way (ROW) as a result of a stdawp't A sources of pollution located outside roadway ROW are beyond the Control of this SWPPP. Pollution within roadway ROW will be Co and Controlled per this SWPPP. VIII. DEFINITIONS A Base SWPPP -Initial Stormwater Polluf revention Plan. B. Amended SWPPP -May include P ""'ons or Contract Modifications for new items a eld book entries made by the Inspector. C. OR - Inspectors D ' eport— this Contains the Inspectors daily diary and item Urge. D. Controls - hods, practices, or measures to minimize or prevent erosi , control sedimentation, Control storm water, or minimize aminants from other types of waste or materials. ignature Authority- Representative from Designer, Contractor/Subcontractor, or Inspector authorized to sign various storm water documents. genus I landscape architects ) 325 EAST 5- SWEET DES MOINES. M 50309 T 515 284 tom .e.. 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WASHINGTON STREET, STE.B IOWA CITY, A 522 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE 200 MINNEAPOLIS, AN 55414 P 612.339.5958 PEDESTRIAN MILL IMPROVEMENTS INA CITY, A of 09282017 70% DD C2 OBI3W2017 10D% DO 03 1W8Q01T 50%CD M 12/202017 10 w 05 01@ 16 BID SET Z -,— A. -- CC / EH I C—CC/EHI PIN SS GRADING PLAN - AREA 4 12820182:18 PIA L104 HERTEEN 8 STOCKER JEWELRY 101 S DUBUQUE TEN THOUSAND VILLAGES 105 S DUBUQUE TEXTILES 109 S DUBUQUE FORBIDDEN PLANET 111 S DUBUQUE �'Mw_ SS F°OF I G%2g1 I1� I1�0� 089'!5 1�M1IA7 06% nF°oA 4�0 F° �'ry A PY ,b \ 1OQ I 9 fir 0.1% 616% 60` ��`- �a `Lm --- I B.s 0. 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WASHINGTON STREET, STE.8 IOWA CITY, N 52240 P 319.333.7850 UGNDNG DESIGN SCHUIERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, W Bt oMzarzmT To%oo 02 OM30RO1T 100% DO 03 1N18aSiT 50% CID 04 12=KMT 100Y.CD 05 002812010 SIDSET Be AC MIEH7PNI58 GRADING PLAN - AREA 5 LINDA 1.182:18 PM L105 1�M1IA7 06% 4<� IFp\ 1 Z7 I N 0.1% 9 fir 0.1% 616% 60` ��`- �a `Lm 0. FFG oA �-- T F I 1.11 M11 �1 r� n O.T% 4Y fY - 1.3% I 'fi 12 BUZZ -SALON 1- WFV –• 00 _ M1_M1__ F° \1`ie__ M1'C _ 1a�ry` qy, S �,,331% .(• ❑ OMPAAli WI d� •,} cP" 880.00 PROPOSEO CONTOUR u. I 1 r _ ee 6 68ryyryA IT genus I landscape architects ] 325 EAST 5TH STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-IA.COM ARCHfIECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CITY, IA 52240 P 319.3387878 CIVIL ENGINEER SHOEMANERBHAALAND 7� HOLIDAY ROAD CORALVILLE, IA 52241 P 319.351.1150 ELECTRICAL B TRAFFIC SIGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEPPOLIS, MN 55147-4443 P763A75.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY, N 52240 P 319.333.7850 UGNDNG DESIGN SCHUIERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, W Bt oMzarzmT To%oo 02 OM30RO1T 100% DO 03 1N18aSiT 50% CID 04 12=KMT 100Y.CD 05 002812010 SIDSET Be AC MIEH7PNI58 GRADING PLAN - AREA 5 LINDA 1.182:18 PM L105 1�M1IA7 4<� IFp\ 1 Z7 I ✓m+ 60` ��`- �a `Lm 0. FFG l y1 -" FO I� 'fi BUZZ -SALON GRADING LEGEND qy, r1'W .(• ❑ J + ;. Nn SDUBUQUE 880.00 PROPOSEO CONTOUR u. III r a UI 6 • I EA e� 00X ROOT PRETTY PERCENTSLOFIE 1155 DUBUQUE 68 4 aw –A Set" F HY�pZ�] 080UDTC TOP OFCU IS -- — Fj' 600.ODBC B.TfOWOF B ^... 11 ° �0",e%� 1 l .,`� 600 DOTS TOP OF STE RISER fi80.OD BS BQTTOM OF STEP RISER (AT FINISH GRADE) 1.T% III �� (i' 4� 01% „ „F ° +CJI ryq� ���1�� _..� 11111111 ,Fi 800.00 TW .-TOP OF WALL 600.008W BOTTOM OF WALL 600.00 FG FINISH GRADE (PAVEMENT SURFACE) fi0 E HIGHPOINT 600. MATCH EXISTING ELEVATION RE RIM ELEVATION .00 TOE TOP OF FOOTING WON TOP TOP OF PIER 060.00 TOS TOP OF SLAB CONSTRUCTION NOTES 1. ALL SPOT ELEVATIONS OWEN ARE FINISHED GRADE OR TOP OF PAVEMENT. 2. FOR EROSION CONTROL PIANS SEE CIVIL SHEETB 3. ALL GRADING TO BE WITHIN CONSTRUCTION LIMITS. 4, TOP OF WALL OWL ELEVATIONS HELD AT A CONSTANT ELEVATION Ir I 10. ACROSS LIMESTONE PLANTER WALL SEGMENTS,TVP. I 5. 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WASHINGTON STREET, STE.8 IOWA CITY, N 52240 P 319.333.7850 UGNDNG DESIGN SCHUIERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, W Bt oMzarzmT To%oo 02 OM30RO1T 100% DO 03 1N18aSiT 50% CID 04 12=KMT 100Y.CD 05 002812010 SIDSET Be AC MIEH7PNI58 GRADING PLAN - AREA 5 LINDA 1.182:18 PM L105 tl S 10' 20' i i w w jQya YOTOPIA FROZEN YOGURT SAUCE DONNELLY'S PUB THE SALOON TCB C 2 m 132SCUNTON 106 E COLLEGE 110 E COLLEGE 112E COLLEGE 114 E COLLEGE FILED CIMCLER KWA CIT o I W w - I PA ®,d PA PATIO ��M10 p E l� A° ,p �^^^� pAM1 PATIO 6"5 _ I df PET 1O1g °,6 J I 4P . 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BOTTOM OF WALL 1019 tl S 10' 20' i i w w jQya YOTOPIA FROZEN YOGURT SAUCE DONNELLY'S PUB THE SALOON TCB C 2 m 132SCUNTON 106 E COLLEGE 110 E COLLEGE 112E COLLEGE 114 E COLLEGE FILED CIMCLER KWA CIT o I W w - I PA ®,d PA PATIO ��M10 p E l� A° ,p �^^^� pAM1 PATIO 6"5 _ I df PET 1O1g °,6 J I 4P . P' �5 A ,gyp °,'1 � i �A s o °O �°, p PA ° ry ® PA d tl FF LJ RAYSON EL PATRON MORENSON CCNET. 105 E COLLEGE 109 E COLLEGE 111 ET COLLEGE WELLS FARGO 103 E COLLEGE CONSTRUCTION LIMTT3 I POINT STATION OFFSET ELEVATION DESCRIPTION 1000 013540 41.70 805.55 STORM MANHOLE 1001 02262 653T 885.28 MATCH EXISTING TOM 02762 65.39 085.26 MATCH EXISTING 1003 032.61 38.31 685.37 TOPOFCURB 1004 037.@ 5.11 684.07 ELECTRICAL HANDHOLE 1005 030.18 3453 MAN GUTTER 10.11 OMANI, `MAsD 685.00 FINISHGRADE 1007 030.68 34.@ 83547 FINISH GRADE 1008 020.70 48.@ 805.38 FINISH GRACE 1009 021.85 -26.88 885.12 FINISH GRACE 1010 02020 -26.06 626.15 GUTTER 1011 033.71 145.60 684.12 IBO77OMOFWALL ID12 0137.71 -25.64 805.42 BOTTOM OF WALL 1013 023]4 -1260 685.51 BOTTOM OF WALL 1014 0137.74 -12.64 685.72 BOTTOM OF WALL 1015 023.00 8.90 885.07 BOTTOM OF WALL 1018 0307.00 8.68 088.DS BOTTOM OF WALL 1011 0347.3 26.61 686.30 BOTTOM OF WALL 1018 033.85 2655 686.11 BOTTOM OF WALL 1019 030.85 27.63 685.10 FINISHGRADE 1020 022.85 27.65 681 FINISHGRADE 1021 020.35 21.72 888.07 GLITTER 1022 030.37 3.60 866.10 GMER 1@3 OMAT WAS 686.04 FINISH GRAVE 1024 10MAT 35.53 686.29 FINISH GRAPE 1025 022.89 1024 68660 TOP OF CURB 1044 OMAP 48358 68665 TELECOM HANDHOLE 1@T 025.14 4023 686.48 ROADWAY LIGHT 1@8 032.92 53.81 686 TO MATCHEXISTING 1026 0330.87 38.87 666.35 TRAFFIC SIGNAL 1030 035.81 10.87 60280 PdWER PEDESTAL 1031 0135.71 42.64 68]12 POWER PEDESTAL 1032 035.65 1.72 ESSIG FINISHGRADE 1033 0350.66 6.71 686.01 FINISHGRADE 1034 090.94 37W 686.40 TRAFFIC IWNDHOLE I I I I GRAZE 115E COLLEGE >w >w W genus [ landscape architect J 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM I ARCHITECT NEUMANN MONSONARCNITECTS 121 EAST COLLEGE STREET, STE 303 IOWA CITY, IA 51240 P313387B7B CIVIL ENGDIEER SHOEMOKERNHAUAND 160 HOLIDAY ROAD CORALVILLE. 852141 P 319.357.7150 ELECTRICAL 6 TRAFFIC SIGNAIIIATION SRF CONSULTING ONECARLSONPARKWAYNGRTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.475.00m STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, LA 52240 P 319.333.78% LIGHTING DESIGN SCHULER SHOOK 219 AWN STREET SE, STE. 210 MINNEAPOLIS, MN 55414 P612339.5950 PEDESTRIAN MOLL IMPROVEMENTS IOWA CITY, IA 01 0428201T MDD in 08902017 10011,00 03 10,182017 5D%CD W IZO0201T 100% DO 05 011162018 BID SET BD •� AC CC/EH/PN/SS STAKING PLAN - AREA 7 16034 12&20188:31 AM L111 0' s 10 20' O rGo+ L J THE UNION BPR 121 E COLLEGE PIAlA CENTRE 125 B DUBUQUE 8 PA PA 'M1 r -�b M1 L J 1 BROTHER'S 125 S DUBUQUE I 0� I �. 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IA 50309 T 515 2&1 7010 W W W.GENtIS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, W 52240 P3193387878 CIVIL ENGINEER SHOEMAKER S H4AIAND 160 HOLIDAY ROAD CORALVILLE A 5224 P 319351.7150 ELECTWCALBTRAFFIC81GNAlIIATON SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 552074443 1763475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, 1452240 P 319.333.7850 LIGHTWG DESIGN SCHU ER S400K 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 6123395858 PEDESTRMN MALL WROVEMENTS IOWACRY,M 01 daa1B17 MOD 02 053O2017 10dLDD 03 I&IMIT 50%GO d 19/201017 100%CD d 011=2015 BID SET CC/EHIPN 139 STAKING PLAN - AREA 2 15091 11=1018831 AM L112 I I I oM1� I f PA I I I genus [ landscape anctift Cts ] 325 FART 56' STREET DES MOINES. IA 50309 T 515 2&1 7010 W W W.GENtIS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, W 52240 P3193387878 CIVIL ENGINEER SHOEMAKER S H4AIAND 160 HOLIDAY ROAD CORALVILLE A 5224 P 319351.7150 ELECTWCALBTRAFFIC81GNAlIIATON SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 552074443 1763475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, 1452240 P 319.333.7850 LIGHTWG DESIGN SCHU ER S400K 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 6123395858 PEDESTRMN MALL WROVEMENTS IOWACRY,M 01 daa1B17 MOD 02 053O2017 10dLDD 03 I&IMIT 50%GO d 19/201017 100%CD d 011=2015 BID SET CC/EHIPN 139 STAKING PLAN - AREA 2 15091 11=1018831 AM L112 I 5]1025 22.7! 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BOTTOM OF WALL 3003 535." 30.]3 51&9B PEO MALL LIGHT POLE 3026 532.]6 2].89 8]8 20 STORM INTAKE 3005 551 47.47 AND 55 BOTTOM OF WALL 3006 s R 4730 80080 BOTTCMOWNL 300) 353.]0 32.49 BMA3 BOTTOMOWALL 3008 524]0 35.27 M48 PED MALL LM3M POLE 3043 544.]] 3182 W36 POWER PEDESTAL 10 557.82 4745 680.55 BOTTOM OF WALL WTI 795.14 TIM SAW FINISH GRADE W12 558.10 WAS 8]8.3] TELECOM MANHOLE W13 557.811 4020 878.50 BOTTOM OF WALL 3014 53535 40.18 W&W BOTTOM OF WALL 3015 535518 27.88 67823 FINISH GRADE 3268 53811 P.BB 87828 FINISH GRADE 301) 54826 2].62 078.21 FINISH GRADE 3018 598X 2082 BT818 FINISH GRADE 3019 5725 21.83 678.27 POWER PEDESTAL 3020 539.98 7.92 678.50 FINISH GRADE 3021 538.T1 190 U&M FINISHGRADE 3022 53992 3.33 6]8.6) FINISH GRADE MINI 530.67 3.35 67880 FINISH GAME 3021 537.68 -4.35 16195,76 POWER PEDESTAL 3025 835.9 645 676&1 BOTTOM OF WALL 3026 833." 45.45 678.67 PEDMALLLIGHTPOLE 3027 6]1520 4.55 678.50 BOTTOM OF WNL 41@6 092.&7 -8.50 67877 BOTTOM OF WALL 3029 892.70 43D 678.56 BOTTOMOII 3030 595.74 M57 67818 FINISH GRADE 3051 519ATIS 27.57 67828 FINISH GRADE 3932 B3&M 27.61 670.28 FINISH GRACE 3933 63&74 MAI 61020 FINISH GRADE 3511 83].]5 2151 67828 POWER PEDESTAL PA I r-1 ♦ J A� HOTEL VETRO B CONFERENCE CENTER 221 S LINN POINT STATION OFFSET ELEVATION DESCRIPTION 3035 640.75 21.50 670.26 PED MALLLIOMPOLE WOE 69220 4.A7 670.59 BOTTOMCFWALL 3037 692.18 -3.53 670.00 BOTTOMCFWALL 3038 65&8B 3.58 6)693 BOTTOMOFWALL W39 531." 0.42 STAN PEO MALL LIONL POLE 3510 GL40.70 - 4.42 675.59 BOTTOM OF WALL 3041 631625 am SIAM FINISH GRADE 3042 631527 29.98 610.32 FINISH GRACE 3043 657.75 21.13 610.34 PED MALL LIGHT POLE 3014 839.25 22.00 67032 FINISH GRADE 3045 03823 23.99 87&26 POWER PEDESTAL W46 1&0922 121010 076.32 IFINISH GRADE 3047 64B.T0 4.35 518.59 BOTTOM OF STEP 3048 648.89 0." 518.86 BOTFOMOl IEP W,H) 538.75 24.15 628.20 ART SCULPTURE 3051 690.75 22.65 6)632 FINISHGRADE 3051 6483] NOS 51825 FINISH GRADE 3052 649.17 29.79 518.26 FINISHGRAOE 3053 699.)5 2229 618.15 FINISH GRADE 3054 75725 2274 61795 FINISH GRACE 3055 75721 29.74 678.07 FINISH GRACE 3056 098.75 23.79 MAY POWERPEDESTAL 3051 03835 21M 67826 PED MALL LIGHT POLE 3050 ITLIW75 2121 671.72 PEDMALLUGHTPOLE 3059 7,3925 23.All 677% POWERPEDESTAL 3060 ]: A015 MAT 677.46 FINISH GRADE 3061 )502) 29.67 67759 FINISHCRADE 3062 )37.75 22.63 617.0) FINISH GRADE WIG 736725 22.80 67651 IFINISHGRADE WSA 737.17 NO 677.A FINISH GRADE 3005 73727 NA) MOB FINISHORADE W66 73825 DAD 67888 POWER PEDESTAL WET 73915 21.00 676.91 PED NUl1 LMMIT FOIE WEE 796.63 40.83 0.00 MATCH EXISTING 3069 7mm 40.61 676.42 MATCH EXISTING PUBLIC 123 Sy AN - �M1 PPA O I� PA ' 141, "F POINT STATION OFFSET ELEVATION DESCRIPTION 3070 537.01 27.80 678.18 STORM INTAKE WTI 798.72 40.00 87&32 MATCH EXISTING W72 8326.71 40.59 875.92 MATCH EXISTING 3073 )9520 3327 6T&40 BOTTOM OF WALL 3014 795.17 24.02 676.38 BOTTOM OF WALL W75 79&81 33.30 878.80 BOTTOM OF WALL 3510 79328 28.05 876.71 FINISH GRADE MIT 792.81 24.03 On." FINISH GRACE WIT 796.58 24.05 STE." FINISH GRACE 3079 792.37 4.06 516.94 BOTTOM OF WALL 3080 790.67 MAI 676.10 FINISH GRACE 3002 830.87 MAD 6)6.08 IMATCHEXISTING M83 798.84 112.51 51820 FINISH GRADE 3004 BID." 1231 870.14 MATCH EXISTING 3085 7MAT 2233 516.51 FINISH GRADE 3086 792Al 1233 816.61 FINISH GRADE 3087 Tm2 1138 51881 BOTTOM OF WALL 3088 791.12 4.03 6"A? BOTTOM OF WALL 3008 )98.04 11.01 SAW FINISH GRADE 3090 79230 30.00 WT.01 SOI OF WALL 3511 791.00 40.72 518.83 BOTTOM Of WALL 3082 79234 3221 876.80 FINISH GRADE 3513 795.05 30.73 676.75 FINISHGRADE 3051 798." 3224 676.35 FINISHGRADE 3005 89031 3 JNI 67635 MATCH EXISTING 3051 19833 -2824 575.40 FINISH GRADE 3007 824 M37 MATCH EXISTING 3098 2812 111 FINISHGRADE 3099 28.96 076.80 ROADWAY LIGHT 3100 713 6)6.30 MATCH EXISTING 3101 a7M+R�12 5.73 876]9 TOP OF CURB 31011 024 87&79 TOP OF cum 3103 114 515.00 MATCH EXISTING 3101 35.72 816]9 TOP OF CURB 3105 37.72 816.15 GUTTER -6 YI , A- PA aPA genus [ landscape a7cNfech [ JJ I I 325 EAST 5- STREET 0/1202017 10X OD DESMOINES,A 50309 081391017 100X99 T 515 214 1010 MATING W W W.GENUS-LA.COM 10182017 mm NEUMANN ARCHITECTS 01 221 EAST COLLEGE GE STREET, 57E. M YLI FARM, NTAKE IAS Iowacm,78 17 31933878]8 CIVIL ENGINEER SHOEMAKER B HPALANO 160 HOLIMY ROAD CORPLVILLE, A 52241 '^ i P319.351.7150 ELEDTRK.AL B TRAFFIC SIGNALQATION SRF CONSULTING ONE CARLSON PARTWAY NORTH, STE 150 >- MINNEAPOLIS, MN 5544NM3 P763475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, STE,B i IOWA CRY, IA 522M P 319 3 3 31190 LIGHTING MIN SCHULER SHOOK 219 MN STREET SE, STE. 200 MINNEAPOLIS, MN 5511d P 612 339 5958 PEDESTRIAN MILL IMPROVEMENTS IOW j PEDSTRI IA 00 OI242010 BID SET BD •� AC CCIENIPNI33 STAKING PLAN - AREA 3 18031 12420180:31265 L113 01 0/1202017 10X OD 02 081391017 100X99 ':OCRIPTIGN MATING 10182017 mm NTAKE 01 1229'2011 IOYXCO NTAKE VTAKE 00 OI242010 BID SET BD •� AC CCIENIPNI33 STAKING PLAN - AREA 3 18031 12420180:31265 L113 ASPEN LEAF FROZEN ALLEY I I Q^ 1 ❑a II O II CD o LL _Jj Q J r�j L .a" ® &d 12011 PA �FNiI LE-rjJi rII 00 -- --- --- MEAS — MEA4 — �M1 L Ir --1 I0L J r� ALLEY LJ El F PA PEDESTRIAN MALL IMPROVEMENTS Kavacm,w 01 0.!82011 BZ )MIG02017 100%DD 03 10482011 W% DO d 1]R 17 100%CD 05 01(!82070 BID SET STAKING PLAN - AREA 4 78034 12820188:31 AM L114 genus DCS 1z4 soueuouE _ landscape archifecfs 325 EAST 55-STRE ET ET FILED 0 O` D DES MOINES. a T 515 284 1010 1818 F M 4: 2 e WWW.GENUS-LA.COM PA NIAE ARCH NUNMONSOE N21 PA PA P^ I i IS DUBMARE ® I..IP.I 1305 DUBUDUE EAST COLLEGE STREET, STS TE 303 a b } P 3193387878 p '.. CIVIL ENGINEER Cp ® w %R�UBWUE ------- SHOEMAKER 8 HAALAN0 --- ---1--MERGE --- -- 180 HOLIDAY ROAD I MFA] -- PEDESTRIAN MALL IMPROVEMENTS Kavacm,w 01 0.!82011 BZ )MIG02017 100%DD 03 10482011 W% DO d 1]R 17 100%CD 05 01(!82070 BID SET STAKING PLAN - AREA 4 78034 12820188:31 AM L114 genus _ landscape archifecfs 325 EAST 55-STRE ET ET FILED 0 O` D DES MOINES. a T 515 284 1010 1818 F M 4: 2 e WWW.GENUS-LA.COM IOWA CITY ION,`; — — NIAE ARCH NUNMONSOE N21 EAST COLLEGE STREET, STS TE 303 IOWA CITY, w 52440 P 3193387878 '.. CIVIL ENGINEER SHOEMAKER 8 HAALAN0 180 HOLIDAY ROAD CORALVILLE, w52241 P 319.$11150 ELECTRICAL& TRAFFIC SMNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE- 150 MINNEAPOLIS, AN 55M7A443 P 181 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE. B IOWA CITY, IA 52240 P 319333.1850 UGHTMG DESIGN SCHULER SHOOK 219 MAIN STREET SE. STE. 200 MINNEAPOLIS, MN 55414 P 6123355958 PEDESTRIAN MALL IMPROVEMENTS Kavacm,w 01 0.!82011 BZ )MIG02017 100%DD 03 10482011 W% DO d 1]R 17 100%CD 05 01(!82070 BID SET STAKING PLAN - AREA 4 78034 12820188:31 AM L114 a S to 2a I I I 10 HERTEEN 6 STOCKER JEWELRY 101 S DUBUQUE TEN THOUSAND VILLAGES HIS 5 DUBUQUE IN FORBIDDEN PLANET 1115 DUBUQUE ROOTPRETTY -- 1155oueuauE - PCI STATION OFFSET ELEVATION DESCRIPTION NIPS 1200 18 46.36 III BOTTOM OF WALL 1 1200520 -13.87 WIN BOTTOM OF WALL 2 1253.18 -24.38 MI POWER PEDESTAL 5003 135128 1024 Balm FIRE HYDRANT 5004 1258.18 23.79 BB1.TB FINISH GRADE 5005 13019.80 -10.73 883.30 STORM MANHOLE 500 t253.15 18.18 881.79 FINISH GRADE SOOT 13[13.51 20.83 681.92 PED MALL LIGHT POLE SODS 13[1627 28.62 88205 BOTTOM OF WALL SON 1331 14.62 881.82 BOTTOM OF WALL WHO 13014.76 18.80 683.78 POWER PEDESTAL 5011 113016.77 28.80 0210 laonomoPWALE 5012 13018.75 14.90 68202 BOTTOM OF WALL 519 133403 41.0 02M PEO MALL IIOHT POLE 014 13OWTO AC38 681 BOTTOM OF WALL 015 1356.0 480 88231 BOTTOM OF WALL Nis 1333.70 -1442 02.50 BOTTOM OF WALL W17 13108.57 -24.30 0385 POWERPEDESTAL 018 13:2372 6.42 0240 BOTTOM OF WALL 5019 13.SIT .71 _6.44 65050 BOTTOM OF WALL 5020 13: M45 -1069 0259 PED MALL LIGHT POLE 5021 13 36.67 -26.44 02.82 BOTTOM OF WALL 3022 13,44.20 -1245 0261 BOTTOM OF WALL 023 13:04.17 -26,45 02.94 BOTTOM OF WALL 50X 13[18.0 9751 684.54 POWER PEDESTAL 5025 195110 -10.13 882.92 PEDMALLUGHTPOLE 5028 133`820 -1252 03.18 JBOTFOMOFWALL 15027 1133`8.18 48.51 803.51 IBOTTOMOFWALL PA H tI I I 14 oo I I M1S STATION PA ®� I DESCRIPTION NIPS 1401133 W.>5 PA I �®N' AS OHI . PA PA ®�Ao• C+J F yw' PA II1LII�I� ,1- PA 13 00� I T❑l PA PA -C--- ILS I CSC SHADE CANOPY I - L J PA BUIISALON AN BDUBUQUE ='J - - _ AREAS _ AREA 4 POINT STATION OFFSET ELEVATION DESCRIPTION NIPS 1401133 W.>5 BOAS BOTTOM OF WALL 5057 145533 W.]] 683.15 BOTTOM OF WALL 5058 11 38.67 683.83 BOTTOM OF WALL 5059 14;05.29 3969 63345 BOTTOM OF WALL 50W MM5,SO 41.87 WI POWER PEDESTAL 5061 143528 28.43 583.48 FINISH GRADE 5062 14A728 25A1 80.50 FINISHGRADE 5063 1456.25 1445 681 FINISH GRADE 5064 14MTZ 1442 6089 FINISHGRADE 506 1401 2042 68358 PED MNL UGM POE 5080 13[1].28 1446 683.32 FINISH GRADE NOT 1357.27 Imr46 68330 FINISH GRADE 5088 IMIT 28.48 00.13 FINISH GRADE SOW 13[1515 14,48 683.15 FINISH GRADE 070 1353.18 20.48 611 12 PED MALL LIGHT POE 5071 14]1]20 -1258 681 BOTTOM OF WALL 5072 14317.17 3658 68130 BOTTOMOFWALL 5073 14015.18 -24.0 60.27 POWER PEDESTAL W74 149110 -10.0 III PED MALL LIGHT POLE WI 145733 STIFF 05.84 POWER PEDESTAL W76 1355.20 -12.52 80.20 BOTTOM OF WALL 5077 1305.17 4652 03.72 BOTTOM OF WNL 5078 13:]1.31 51.50 %= CANDPY COLUMN 5010 13x3.31 51.0 BMR CANOPY COLUMN 5080 1355.31 151.46LUMN 219 MAIN STREET SE. STE. AD 5081111 -11.08 fi081 PED ZY-L" POLE Som 13OIT.82 W.W "212 STORM INTAKE 503 113M9.25 18.0 16821 IaToNI genus [ landscape architect ] PEDESTRIAN MALL IMPROVEMENTS - IOWA CRY. M ren& 01 (MANNISH? 1%100 02 0004011 IN%DO 03 1OHBTNI7 51 CD 04 12 017` IN%GO 0 0112"2018 BIO SET )FFSET ELEVATION DESCRI IS lm,m ELECTRICAL NANRN IS 111 1 STORM INTAKE IS 16&2ffi I..BNTMRC STAKING PLAN - AREA 5 18034 12 0188:31 AM L115 LDFS ` E D 325 EAST SM STREET EAST 5, a STREET T 515 264 1010 2018 PRE 4: 28 WWW.GENUS-LA.COM I�-6 '( Ct ARCH Iu ` 1 A � 1 17 ��., NEUMANN MONSON ARCHITECTS 211 EAST COLLEGE STREET. STE. NO _ IOWA CO, IA 52240 P 319.33373)6 CML ENGINEER SHOEMN(ER&H4VAND 160 HOLIDAY ROAD CORALVELE, A 52241 P 319.3517150 d' ELECTRICAL& TRAFFIC SIf.NALDATION S� 9 SWCONSULTING ONE CAMI PARKWAY NORTH. STE,150 ' MINNEAPOLIS, MN 55"14443 P7634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E.WASHINGTON STREET, STE.B A IOWA CITY, IA 52240 J P 3193331650 B PACps. DESIGN SCH CHULERLER SHOCK 219 MAIN STREET SE. STE. AD S55414MINNEA95958 M 1 P 61233959%N PEDESTRIAN MALL IMPROVEMENTS - IOWA CRY. M ren& 01 (MANNISH? 1%100 02 0004011 IN%DO 03 1OHBTNI7 51 CD 04 12 017` IN%GO 0 0112"2018 BIO SET )FFSET ELEVATION DESCRI IS lm,m ELECTRICAL NANRN IS 111 1 STORM INTAKE IS 16&2ffi I..BNTMRC STAKING PLAN - AREA 5 18034 12 0188:31 AM L115 — — —T /// I I—coNSTNucnON UNITS A a s' to 20 I I I 10 MATERIALS SCHEDULE KEY DESCRIPTION NOTES (TELECOM) SEE OE HANOVER TMDITONM PRIEST MICKI ® UNIT PAVERA RUSSET BLEND I NATURAL FINISH I WIW (TELECOM) SE AIL 8'.300 BEVEL I BCM 4X0• LIMESTONE /SEE DETAIL 21.502 TRADITIONAL PRIEST BACK ®HWNOVER UNIT PAVERB CHARCOAL/NATURAL FINSHIWt6• STORY W SEE SHEET .4028 LIDS BEVEL/SCM4• W LI STONE BENCH SEE MINE II TRADITGNAL PRIEST BRICK/ ®HANOVER UNIT PAVERC NATURAL CHARCOAL BIEND/___ INTAKE -501 FINISHIN BEVEL / BCM 4_W ENTRIES SEE DETAIL ITALSI TRADITIONAL PRIEST BRICK ®HANOVER UNIT PAVERD LIMESTONMIY/NATURAL FINISH BRAIN SEE DETAIL 2.408 WIG BEVEL I BCM 47X8' (WDF) SEE DETAIL 15L501 CK( HANOVER TRADITIONAL PRIEST BRIM WEARIER DANCE FOUNTAIN UNIT PAVERE RUSET BLEND I NATURAL FINISH I WTO' IMPROVEMENTS DETAIL VSW2 FOR POUTING BEVELISCM4'X8- SALVAGED LIMESTONE ART SEE SHEEP .401 HANOVER TRADITIONAL PRIEST BRICK/ Q UNIT PAVERF NATURAL CHARCOAL BLEND I NATURAL SAND AT UNIT 2' D FINISH / XIV BEVEL I BCM 16'X13• PAVERS SEE DETAIL SAAIO TRADITIONAL PRIEST BRICK ®HANOVER UNIT PAVERG RUSSET BLEND/ NATURAL FINISH I W AT UNIT PAVERS ME DETAIL M410 BEVEL/BCM 16X16• ©HANDHOLD TYPEA SEE DETAIL 1A506 (TRAFFIC( QHWNDHKxE TYPED SEE DETAIL 2.506 (ELECTRICAL) Q �DHOLE TY)PEC SEE DETAIL 31.506 1D HANE) TYPED(TRAFFIC SEE DETAILNL506 F YOTOPM FRCt YOGURT 132 S CLINTON 177/ A 7I11�4� Lill O - ATM Wl I} V t \ Li / vf (4) TYPED SEE DETAIL IMWt OI1W011pLE (TELECOM) SEE OE +s TYPE SEE DETAIL 14A301 QMANHOLE (TELECOM) SE AIL 8'.300 COLLEGE ItOECOLLEGE N2ECOLLEGE 111YMM444GCCCAY�G�f�f LIMESTONE /SEE DETAIL 21.502 2018 FED -6 P = PIANTER WAIL i I I Q STORY W SEE SHEET .4028 LIDS Q LI STONE BENCH SEE MINE II QLffTEA SMA LAREA SEE DETAIL I&A n INTAKE -501 QLARGEARFA ENTRIES SEE DETAIL ITALSI OO INTAKE STATION, SEE SPECS OSMALLCENT m BRAIN SEE DETAIL 2.408 QTRENCH (WDF) SEE DETAIL 15L501 Q WEARIER DANCE FOUNTAIN SEESHEETWI Ow IMPROVEMENTS DETAIL VSW2 FOR POUTING Q SALVAGED LIMESTONE ART SEE SHEEP .401 Qi WALL DETAIL VS5D2 FOR FOOTING Q SAND AT UNIT 2' D QPCC PAVERS SEE DETAIL SAAIO QPUBLICART PCC BMD S. SEE DETAIL ADAPTERS. ADAPTERS SEE BETML 11IL503 ®RAISED AT UNIT PAVERS ME DETAIL M410 (4) :61X I P� PA. L MILES n I .405 FARLW2 103ECOLLE E RAYGUN aPATRON MORTENSONCONST. G 105E COLLEGE IN E COLLEGE 111 ECOLLEGE 115EC EGE W Zt _ I Q 0 SEE DETAIL IMWt Q �J BEE DETAIL I3'W01 +s PCC CURB TYPE C SEE DETAIL 14A301 [� n SAUCE DONNELLTS PUB THE SMOON t� r ' 1� 108 E STAR AND SEESHEETLSUI COLLEGE ItOECOLLEGE N2ECOLLEGE 111YMM444GCCCAY�G�f�f HMJDRMLS SUPPORT/IPE/COLOIR:BIACK.INSTLL 2018 FED -6 P = PCC STEP I I :61X I P� PA. L MILES n I .405 FARLW2 103ECOLLE E RAYGUN aPATRON MORTENSONCONST. G 105E COLLEGE IN E COLLEGE 111 ECOLLEGE 115EC EGE W Zt _ I Q PCCCURBTYPEA SEE DETAIL IMWt Q PCCCURBTYPEB BEE DETAIL I3'W01 +s PCC CURB TYPE C SEE DETAIL 14A301 QPCC STAR AND SEESHEETLSUI O HMJDRMLS SUPPORT/IPE/COLOIR:BIACK.INSTLL is PCC STEP SEE DETAIL 91501 QTERRACE SEATING BEE DETAIL 3B408 AT WOE SCARBOROUGH I SIDE OPENING I W GAL QLffTEA GRANITE STEP AND IVERTICM STRAP I SURFACE MOUNT n MERGEANDICPL SEEDETAILWL4DO ENTRIES BIGBELLY 8 SMARTOELLY DOUBLE OO BIGBELLY STATION STATION, SEE SPECS OSMALLCENT m STEP BCP.KENTRY) SEE DETAIL 2.408 tF RAISED PCC SMD SEEUETAIL5A410 Q ATSTAGE BEE SHEET XI.I FOR SPECS AND Ow UNIT PAVER DETAIL VSW2 FOR POUTING O EDGINGAT SEE DETAILMWI Qi PLANTING AREA DETAIL VS5D2 FOR FOOTING Q KIOSK 2' D O BENCH TTPEA CENTERAVER QPUBLICART BINE RACK TYPE B S. SEE DETAIL ADAPTERS. ADAPTERS SEE BETML 11IL503 FOOTING NEOUVANO W BACKED/ VVOOD 0 BENCH TYPEB 1CENTER ARM /PPAVER ADAP}ERS.3EE pETAIL 11ASa4 QPOWER O PEDESTAL 1 "LI IAND11 B4 IW 1TWO Q BENCHTYPEC INTERMEDIATE ARMS I4' PAVER ODRINKING FOOTING ADAPTERS, SEE 11A503 M FOUNTNIN DUMOR I TABLE iB I SUB FLOOR O TABLETVPEA SUPPORT/IPE/COLOIR:BIACK.INSTLL STOP SIGN PER MANUFACTURER OE BIKERACI4TYPEA SEE DETAIL S'LW3 WARNING FLATS SCARBOROUGH I SIDE OPENING I W GAL QLffTEA MOUNTED IVERTICM STRAP I SURFACE MOUNT QSTAKE RECEPTACLE THRU PAVERS OF BLACK BIGBELLY 8 SMARTOELLY DOUBLE OO BIGBELLY STATION STATION, SEE SPECS QPAVERGRATE INGRADE STORY SEE DETAIL M505 SYS EM Q PEDESTRIAN UGM BEE SHEET XI.I FOR SPECS AND Ow POLE DETAIL VSW2 FOR POUTING SEE SHEET ALIA FOR SPECS AND Qi WDF LIGHT POLE DETAIL VS5D2 FOR FOOTING Q KIOSK SEE SHEETLSOT Qi SCREEN SEESHEETL107 QPUBLICART BINE RACK TYPE B SEE DETAIL 15502 FOOTING Q GUOGGGRPMNO BY CITY QPOWER O PEDESTAL SFE SHEETEs11T QCN TYPEIL SEE OETML 7A503 ODRINKING FOOTING 8EE� IOR.W3 M FOUNTNIN SEE DETML 18AW1 QD PET AREA SEE DETAIL 41LS05 STOP SIGN NEENAH FOUNDRY 24•X C Qq DETECTABLE 49M44Q PAINTED BRICK RED WARNING FLATS CASTIHON Et MOUNTED INSTALL PER MFR. SEE ALTA FOR QSTAKE UPTIGHT FDGURESPECS INSTALL PER MFR- SEE ALTA FOR OINGRADE UPLIGHT FOOURE SPECS INGRADE STORY SEE DETAIL &.503 WALL UP -LIGHT Qv TRAFFIC SIGNAL SEE N SHEETS Ow UBRARY SIGN SFE DETAIL BR406 SEE SHEETALI.IFIX4 SPEC$ Q ROADWAY LIGHT AND DETAIL tISS02 FDR FOOTING YQ PEDESTAL SEESHEETESIIT ttPEO Q BINE RACK TYPE B SEE DETAIL &(303 CONSTRUCTION NOTES 1. SEEGO11GO13FORLMESTONE WALL 9CHEOUlE. 2. SEE 0014 LIMESTONE FOR LIMESTONE BENCH SCHEDULE. 3. SEE 11311133 JOINTING PIAN FOR PAVEMENT TYPES AND PLC.DINNNG. 4. SEE LA05 FOR PAVING PATTERN DETAIL. genus [landscape architect ] 325 EAST 5- STREET DES MOINES, IA W309 T 515 264 1010 W W W.GENUS-LMCOM ARCHITECT NEUMAN N MONSON ARCHITECTS 211 EAST COLLEGE STREET, STE. 303 IOWA GTIY, M 53240 P 3193387878 CIVIL ENGINEER SHOEMM(ER B HPNPND 160 HOLIDAY ROAD OORALVILLE, M 52241 P3193517150 ELECTRICAL 6 TRAFFIC SIGNALPATION SRF CONSULTING ONE CARSON PARKWAY NORTH, sm.1W MINNEAPOLIS, MN 554474443 P 70.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE, 8 IOWA CITY. M Sn40 P 319333.7850 UGNTWG DESIGN SCHULER SHOOK 319 MAIN STREET SE STE 200 MINNEAPOLIS, MN 55414 P 612.3395958 PEDESTRIAN MALL IMPROVEMENTS IOWACITY, IA 01 04428GI)IT� �T094DD 02 01302017 10BKOD 03 18'iIV2017 Sox CD 04 12202017 1BB%CU 05 D128QO1B BID SET BID AC OCIENIMJISS MATERIALS PLAN - AREA 1 1X30 1Q 18 3:20 PBI L121 IR-7AT QCN PUBLIOART SEE OETML 7A503 FOOTING M PCC EDGE AT SEE DETML 18AW1 SHARE PATIO STOP SIGN SEE DETAIL M -S07 oQi ADASIGN SEE DE7AIL NL.50r STALL EN d 16SUR Et FOUNTAIN EQUIPMENT, PAVEMENTTYPEAPAD EQUIPMENT VAULT WOHI NEW WA TERSERVICESEE0111 genus [landscape architect ] 325 EAST 5- STREET DES MOINES, IA W309 T 515 264 1010 W W W.GENUS-LMCOM ARCHITECT NEUMAN N MONSON ARCHITECTS 211 EAST COLLEGE STREET, STE. 303 IOWA GTIY, M 53240 P 3193387878 CIVIL ENGINEER SHOEMM(ER B HPNPND 160 HOLIDAY ROAD OORALVILLE, M 52241 P3193517150 ELECTRICAL 6 TRAFFIC SIGNALPATION SRF CONSULTING ONE CARSON PARKWAY NORTH, sm.1W MINNEAPOLIS, MN 554474443 P 70.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE, 8 IOWA CITY. M Sn40 P 319333.7850 UGNTWG DESIGN SCHULER SHOOK 319 MAIN STREET SE STE 200 MINNEAPOLIS, MN 55414 P 612.3395958 PEDESTRIAN MALL IMPROVEMENTS IOWACITY, IA 01 04428GI)IT� �T094DD 02 01302017 10BKOD 03 18'iIV2017 Sox CD 04 12202017 1BB%CU 05 D128QO1B BID SET BID AC OCIENIMJISS MATERIALS PLAN - AREA 1 1X30 1Q 18 3:20 PBI L121 K/SA CENTRE 1301 125 S DUOUOUE - s _ w m PA No � yo LL m I O m BROTHER'S L... -T• - 125s HERS uE HASEHE - L401 t-� � 1301 p O o PA I P1 11 PA /� f5 PAI _ V � 4 PA A B r j A a 15 G' , tO 1T I oj � I O WEATHER DANCE FOUNTAIN aIn... J11I RA 10 STAGE CANOPY ALLEY Q '¢� I THE IB"OTJ BAR MARTINIS _.-. n 121 E COLLEGE 127 E COLLEGE — J 0 6' 1D 2D' — O SHERATON INN 2103 DUBUpUE MATERIALS SCHEDULE KEY DESCRIPTION NOTES EE DETaL 101508 1F MANIKKE A ®HANOVERTRADMONALPRESTBNICKI UNITPAVERA RUSSET BLEND I NATURAL FINISH 13118' SEE SHEET L504 0 BEVEL / 8CM 4 X SEE DETAIL 2/1502 is TRADITIONAL PREST BRICK ®HANOVER UNRPAVERB CHARCOAL I NATURAL FINISH (118' SEESHEETL4M81A03 Q BEVELIBCMO SEE DETAIL iM150'2 OAREA TRADITIONAL PREST BRICK/ ®HANOVER UNRGAVERC NATURALCHARCOALBLENDINATURAL SEE DETAIL 6AA08 O FINISH / NIW BEVEL I BCM 4R SEE MTNL ITA -50 QD TRACTIONAL PREST BRICKI ®HANOVER UNIT PAVERD LIMESTONE GRA]/ NATURAL FINISH SEE DETAIL MUG QNTAKE 116' BEVEL I BCM 4'X6' SEE DETAIL 1SL501 O TRADIIONAL PREST ERIC ®HANOVER UNIT PAVERE RUSET BLEND/ NATURAL FINISH/ B' DETAILHVS5D2FORFOOTING Q BEVEL I SCM 4'X8' $EE SHEET 1401 Q HANOVER TRADn'.PRE BRICK/ Q UNIT PAVERF NATURALCHARCOALBLE /NATURAL NW LL7YW S / QPCC FINISH 13/16' BEVEL/ 16'X18' SEE OETNL 3rtA10 QPUBLIC PRESTBRICKI ®INNOVERTRADI UNIT PAVERG RUMETKEND/ RALFINISHINIB' SEE OETaL BAI10 Q BEVEL I BCM 18' ICENTERARM /4'PAVER TYPEA LOB Q FFMC) SEE DETAIL 1A888 HMOIKKE TYPE B SEE DETNL� /ELECTRICAL) 1�` BEE DEraL 3A508 IE�iEcrn�icALrnEt '0° TYPED sEE DEraL4IEwe [lNNEDKIDLE Q IWWIgIE TYPEE SEE DETAIL 1H 1 IE PCCCURSTTPEB EE DETaL 101508 1F MANIKKE A SEE pETNl81508 14 (]EIEC SEE SHEET L504 0 LIRA ONE SEE DETAIL 2/1502 is P TER WNL SEE DETAIL "I QTERFACE STORY WALL SEESHEETL4M81A03 Q LIMESTONE BENCH SEE DETAIL iM150'2 OAREA GRANITE STE AND SEE DETAIL 18'1501 U INTASMAKE SEE DETAIL 6AA08 O AREA SEE MTNL ITA -50 QD (URGE STATION, SEE SPECS QSMALL n TRENCH DRAIN SEE DETAIL MUG QNTAKE WIDE SEE DETAIL 1SL501 O WEATHER DARCE FOUNTAIN SEE SLEET LWI 0 IMPROVEMENTS DETAILHVS5D2FORFOOTING Q SALVAGED LIMESTONE MT $EE SHEET 1401 Q WA L DETAIL VS502 FOR FOOTING Q BAND AT UNIT NW LL7YW S / QPCC PAVERS SEE OETNL 3rtA10 QPUBLIC RAISED PCC RAI ADAPTERS SEE BETAR 11A5O N ATUNITPAVERS SEE OETaL BAI10 Q PCCCURBTYPEA SEE DETAIL 1H 1 12 PCCCURSTTPEB SEE DETAIL 13As01 0 PCC CURB TYPE C SEE DETAIL 141501 14 PCCSTAIRAND SEE SHEET L504 Q HANDRAILS S1IPPORT, IPE, CULOTL BLACK 843]1111 is PCC STEP SEE DETAIL "I QTERFACE SEATING SEE DETAIL BL406 AT WDF SCARBOROUGHISIDEOPENING/30GAL 0 GRANITE STE AND /VERTICALSTPAP/SURFACEMOUNT U MERGE AND ICK SEE DETAIL 6AA08 ENTRIES BIGBELLY 6 SMARTMU-Y DOUBLE QD GRANITE STATION, SEE SPECS QSMALL n STEP TICK ENTRY) SEE DETAIL MUG QRAISEDPCCfliND SYSTEM SEEDETM5A410 Qv AT STAGE WESHEETALI.IFOIRSFECSMU 0 UNIT PAVER DETAILHVS5D2FORFOOTING 0 EDGINGAT SEE DETAIL BRS01 Q PLMT8IGMFA DETAIL VS502 FOR FOOTING Q KIOSK NW LL7YW S / Q BENCH TYPEA CENTER ARM l4'PAVER QPUBLIC ART ADAPTERS SEE BETAR 11A5O FOOTING 0.I 69' BACKED I Q SENCHTYPEB ICENTERARM /4'PAVER ADAPTERS SEE DETAL 11A503 QPOWERPF�FSTAL EOLrvWNGu ACrc IWG ITWO Qc BENCHTTPEC INTERMEDIATE MMS/4'PAVER QDRINKING ADAPTERS.SEE11A503 FOUNTAIN DUMOR I TABLE TB/SUB FLOOR Q TABLETYPEA S1IPPORT, IPE, CULOTL BLACK 843]1111 PER MANUFACTURER Q BIKERACKTYPEA SEE DETAIL W-503 WARNING PLATE SCARBOROUGHISIDEOPENING/30GAL 0 UTTER /VERTICALSTPAP/SURFACEMOUNT RECEPTACLE THRU PAVERS I CALCIS BLACK DRADE BIGBELLY 6 SMARTMU-Y DOUBLE QD BIOBELLY STATION STATION, SEE SPECS QPAVERGRATE "TORY SEEMIAH-51505 SYSTEM Qv PEDESTRANUGHT WESHEETALI.IFOIRSFECSMU 0 POLE DETAILHVS5D2FORFOOTING SEESKEETALI.IFOIRSPECSMD Q WDFLIGNi POLE DETAIL VS502 FOR FOOTING Q KIOSK SEESHEETL507 © SCREEN SFE SHEET LWT QPUBLIC ART SEE DETAIL 1WM02 FOOTING Q OUTDOORPNNO BY CRY QPOWERPF�FSTAL SEESHEETES117 TYPE A QDRINKING WE DETAIL I0,L503 FOUNTAIN Qo PETAREA SEE DETAIL 4A505 NEENAH FOUNDRY 24WV ON DETECTMIE 4904-240 PAINTED BRICK RED/ WARNING PLATE CAST IRCNI OSTAKE MOUNTED INSTALL PER MFR- SEE ALIA FOR UPI.IGHT FIXTURE SPECS DRADE INSTALL PER MFR SEE ALI.I FOR QIN UP -LIGHT FIXTURE SPECS OINGRADE "TORY SEE DETAIL 61503 WALL UP -LIGHT Qv TRAFFIC SIGNAL SEEN SHEETS Qw LIBRARY SIGN SEE DETAIL MRD" SEE SHEET A -IA FOR SPECS 0 ROADWAY LIGHT AND DETAIL 2/"502 FOR FOOTING QPOWER PEDESTAL SEESHEETES117 TYPE B QL BIKE RACNTYPEB SEEMTAILBASD3 REa, — — genus landscape architect J FILED SMS EAST SM STREET DR MOINES, U1 50309 4 I T 515 284 1010 201 LAB -6 PN 4.28 WWW.GmLr-L .COM ARRCHITCHI., ECT ' 'i I J , l • N ARCHITECTS al EAST COLLEGE STREET. STE 393 IOWACITY,A 52240 . J P 3133307078 CML ENGINEER SHOEMAKER D 160 HOLIDAY A0 CORALVLLE, A M41 P319351 TIS) ELECTRICALS TRAFFIC SIGNaRATN)N SRF CONSULTING PLAY SURFACE ONE CARLSON PARKWAY NORTH STE 150 MINNEAPOLIS. MN 551/74443 P 7634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTON STREET, STE. B IOWA On. 1452240 P 319333.7850 LKAITRIG DESIGN SCHULER SHOOK 219 MAIN STREET SE STE MID 0 MINNEAPOLIS, MN 55414 P 612.339.5950 o- IA PIA ESTR AN MW. WROIElEMS IOWA CITY,M 01 04982017 Tmm 02 051331017 I0 OD — pip 03 10,1102017 SYNCD a a a 12/20,2017 100%CD CONSTRUCTION TES 05 012 18 BID SET 1. SEE Gp11G013 FgILM1E" IE WALL SCHEOULE. 2. SEE 6014 LIMESTONE FOR LIME NE SEWN SCHEDULE. 3. SEE L131-L135JOINTING PLA NFO RPA' SENT TYPESMD+•^•� �• PCC JOINTING. BID AC r- 4. SEEL405FORPAVINGPATTEWDETAIL MIEH/PNISS CIPIIP4.G AT Qi PUBLIC ART SEEDETAILT,E503 FOOTWG M PCC EDGE AT SEE DETAIL 18x,501 SHARE PATIO c1 STOP SIGN SEE DETAIL 5RSW 0 ADA SIGN BEE DETAIL 51-507 FOUNTAIN INSTALL ENCLOSURE EWIPMENT VAULT WITH PAVEMENT TYPE A PAD WH NEW WATER SERVICE SEE 0111 MATERIALS PLAIN - AREA 2 18034 IAMK 18328 PM L122 CIPIIP4.G AT Qi PUBLIC ART SEEDETAILT,E503 FOOTWG M PCC EDGE AT SEE DETAIL 18x,501 SHARE PATIO c1 STOP SIGN SEE DETAIL 5RSW 0 ADA SIGN BEE DETAIL 51-507 FOUNTAIN INSTALL ENCLOSURE EWIPMENT VAULT WITH PAVEMENT TYPE A PAD WH NEW WATER SERVICE SEE 0111 MATERIALS PLAIN - AREA 2 18034 IAMK 18328 PM L122 MATERIALS PLAIN - AREA 2 18034 IAMK 18328 PM L122 MATERIALS SCHEDULE KEY DESCRIPTION NOTES SEE OSTIAL SA508 [ landscape architects ] TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERA RUSSET BLEND I NATURAL FINISH 1010 3EE DETAIL OLIMESTONE BEVEL/SCM 4-W RIL 2/LSDY T 515 714 1010 TRADITIONAL PREST BRICK/ ®HANOVER UNIT PAVERS CHARCOAL I NATURAL FINISH I XII SEE SHEET LCo23 LCN Q BEVEL/ BCM 4" SEE DETAIL 1A502 QUTTER TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERC NATURAL CHARCOAL BLEND I NATURAL SEE MAIL 101501 5 FINISH l XlF SEYEL /BCM W SEE DETALL 1TL501 Q HAL ANOVERTRADMONPRESTBRCKI ® UNIT PAVER0 LIMESTONE GRAY/ NATURAL FINISH/ 1111 ME DETAR01.5 OV Xl"EVELIBCM4' O Q TRADmONAL PREST BRICK ®HANOVER UNIT PAVERS RUSET BLEND/ NATURAL FINISH l 010 DETAIL 2I55D2 FOR FOOTING O BEVEL I SCM CXV SEE SLEET LCOt Ol HANOVER TRADMQN PREST BRICKI Q UNIT PAVERF NATURAL CHARCOALBLEND I NATURAL SEE SHEET 1507 OPGC FINISH 1 XIV BEVEL I BCM 17X10 SMDETALLX410 OFOOTING TRADITIONAL PREST BRICKI ®HANOVER UNIT PAVERG RUSSET BLEND/ NATURAL FINISH 1018' SEEDETML6410 O BEVEL I BCM 111'X10 Q NDDHOLE TYPE A SEE DETAIL 1ILB08 F HANOTKKE TYPE B SEE OSTIAL 2/L•DB (ELECTRICAL) tC C SBE DETAIL 3LSOS o (FLECD IGNLrPE a 0 HNNDHOLE TYPE D 4EE OSTIAL 41803 (TRAFFIC) BREAD GARDEN MARKET AND B ERY HOTEL VE?�o8CONFERENCE CENTER 225 S LINN 221S IJII�1 NCRY FITNESS / 3N FLOOR PUVA TOWERS r /� 4 PUBLIC LIBRARY/!\JU-1A08/I 1005 1238 LINN I, P � — EE genus Qc (TELECOM) SEE OSTIAL SA508 [ landscape architects ] FOOTING ADAPTERS, SEE 1%503 QMANHOLETYPEA (TELECOM) 3EE DETAIL OLIMESTONE TABLE TYPE RIL 2/LSDY T 515 714 1010 PLANTER WALL 7.4 Qx STORYWALL SEE SHEET LCo23 LCN Q UMEST E BENCH SEE DETAIL 1A502 QUTTER AREA I VERTICAL STRAP I SURFACE MOUNT NEUA4NNMONSONARCHITECTS oINTmQE SEE MAIL 101501 5 LARGE AREA SEE DETALL 1TL501 Q INTAKE STATION. SEE SPECS O TRENCH DAMN 1111 ME DETAR01.5 OV LwOF O Q WEATHER DANCE FOUNTAIN SHEET 1101 BHOEM IKERbNWAND VESEE IMPROVEMENTS DETAIL 2I55D2 FOR FOOTING O SALVAGED LIMESTONE ART SEE SLEET LCOt Ol WALL DETAIL 18502 FOR FOOTING Q fl&UNR SEE SHEET 1507 OPGC PAVERSS SMDETALLX410 OFOOTING RAISED PCC BAND EE SDETALL Il to AT UNIT PAVERS SEEDETML6410 O /� 4 PUBLIC LIBRARY/!\JU-1A08/I 1005 1238 LINN I, P � — FILED 2018 FEB -6 PM 4: 2 CITY CLERK IOWA CITY. 10VIA PEDESTAL genus Qc INEOLIVIANO118-BACKEDIWOOD/TilRD BENPI TYPEC INTERMEDIATE ARMS IC' PAVER [ landscape architects ] FOOTING ADAPTERS, SEE 1%503 325 EAST 5- STREET C' DUMOR I TABLE TBI SUS FLOOR Qo TABLE TYPE SUPFORT I IPE /COLOR: BLACK, INSTALL T 515 714 1010 0 PER MANUFACTURER Q[ BIKE RACK TYPEA SEE DETAIL 01503 W W W.GENUS-LA.COM MOUNTED SCARBOROUGHISIDEOPENING/30GAL QUTTER UPTIGHT I VERTICAL STRAP I SURFACE MOUNT NEUA4NNMONSONARCHITECTS RECEPTACLE THRU PAVERS/COLOR BLACK 741 EAST COLLEGE STREET. STE 303 UPTIGHT BIGSELLY B SMARTBELLY DOABLE Q BIOBELLY STATION STATION. SEE SPECS QPAVER -GRATE SEE DETAIL M505 OV SYSTEM O 0 PEDESTRIAN LIGHT SEESHEETALIA FORSPECSAND BHOEM IKERbNWAND PoLE DETAIL 2I55D2 FOR FOOTING ,,HOLIDAYROAD ROADWAYLIGHT SEE SHEET ACLU FOR SPECS AND Ol YiDF LIGHT POLE DETAIL 18502 FOR FOOTING Q IUOSK SEE SHEET 1507 O SCREEN SEE SHEET LOOT OFOOTING EE SDETALL Il ONE C RLSON PARKWAY NORTH, FOOTING O OLITOQURPMNO BY Cm FILED 2018 FEB -6 PM 4: 2 CITY CLERK IOWA CITY. 10VIA PL OPOWER PEDESTAL genus TYPE ME DETAIL TA -501 [ landscape architects ] FOOTING SEE DETAIL 187503 325 EAST 5- STREET C' SEE DETAIL 101501 DES MOINES, IA 50309 PETAREA SEE DETAIL 4A505 T 515 714 1010 0 I Q WARNING PLATE 49843C0 PAINTED BRICK RED CASTIRDN W W W.GENUS-LA.COM MOUNTED INSTALL PER MFR SEE ALI.I FOR ARCHITECT UPTIGHT FUTURE SPECS NEUA4NNMONSONARCHITECTS I INSTALL PER MFR. SEE ALIT FOR 741 EAST COLLEGE STREET. STE 303 UPTIGHT FLXTURE SPECS IOWACRY,A52240 "'GRADE STORY BEE DETAIL &1503 P319.3387878 lal R OV TRAFFIC SIGNAL O CIVIL ENGINEER LIBRARY SIGN SEE DETAIL 0L4U6 BHOEM IKERbNWAND SEE SHEET ALI.I FOR SPECS ,,HOLIDAYROAD ROADWAYLIGHT I CORALVI(LE,E IA 57241 .-. 'P i P3019.351.7150 Fti J11 ELECTRICAL B TRAFFIC SWNALPATION BIKE RACK TYPES SEE DETAIL MAKE SRF CONSULTING ONE C RLSON PARKWAY NORTH, STE. TE.150 MNFA MN 554474"3P733.115.1010 F STRUCTURAL NEER PA RHODE ENGINE RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B o IOWA CITY, M 57710 a P 319,3337850 G,) R LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P go'li454W PL OPOWER PEDESTAL BEESIEEr ES11T TYPE ME DETAIL TA -501 QDRINKING FOOTING SEE DETAIL 187503 OPCCDOMAT FOUNTAIN SEE DETAIL 101501 QO PETAREA SEE DETAIL 4A505 ©i DETECTABLE NEENAH FOUNDRY 24wr Q WARNING PLATE 49843C0 PAINTED BRICK RED CASTIRDN MOUNTED INSTALL PER MFR SEE ALI.I FOR OSTAKE UPTIGHT FUTURE SPECS QINfiRADE EQUIPMENT VAULT INSTALL PER MFR. SEE ALIT FOR UPTIGHT FLXTURE SPECS Q "'GRADE STORY BEE DETAIL &1503 WALL UPTIGHT OV TRAFFIC SIGNAL SEEN SHEETS wQ LIBRARY SIGN SEE DETAIL 0L4U6 SEE SHEET ALI.I FOR SPECS O ROADWAYLIGHT AND OETAR 2/8502 FOR FOOTING QPOWER PEDESTAL SEESMEETESIIT TYS 0 BIKE RACK TYPES SEE DETAIL MAKE 1. SMG011G01; 2. SEE W14 LIME S. SEEL131T135 PCC JOINTING. C. SEE LCOS FOR NOTES LIMESTONE WALL SCHEDULE. LN FOR LIMESTONE BENCH SCHEDULE. INC FOR PAVEMENT TYPES AND PEOESTRBW MAILAFROVEAOnS IOWA CITY, M 01 DIO301K 1T MOD m 06Ea2on 1aox D0 03 19102017 MCI) X 12R0R017 Iw%CO OS 01m 18 BID SET CC/EN/PNI83 MATERIALS PLAN - AREA 3 111031 1.18 3:28 PM L123 CIP UPTIGHT AT At PUBLIC ART ME DETAIL TA -501 FOOTING OPCCDOMAT SEE DETAIL 101501 SHARE PAM ©i srw SIGN SEE DETAIL 01.801 Q ADASIGN SEEDETAILSIL5O1 ST L VA ENCLOSURE D FOUNTAIN EOUIPMENT.PAVEMENTTYPEAPAD EQUIPMENT VAULT WITH NEW WATER SERVICE. SEE 0111 PEOESTRBW MAILAFROVEAOnS IOWA CITY, M 01 DIO301K 1T MOD m 06Ea2on 1aox D0 03 19102017 MCI) X 12R0R017 Iw%CO OS 01m 18 BID SET CC/EN/PNI83 MATERIALS PLAN - AREA 3 111031 1.18 3:28 PM L123 MATERIALS SCHEDULE KEY DESCRIPTION NOTES ITELEC SEE DETAILSA.SOB TRADITIONAL PREST BRICK ®HANOVER UNIT PAVERA RUSSET GLENO/ NATURAL FINISH I AIS' LECOM) DUMON I TABLE78/SUB FLOOR BEVEL I BCM 4X8' LIMESTONE SEEDETAL2IL502 Q ®HANOVERTRADITIONALPRESTMUCKI UNIT PAVERB CHARCOAL I NATURAL FINISH I We STORY WALL SEE SHEET -4028 -403 BEVEL I BCM 4X3' LIMESTONE BENCH SEE DETAIL 1&502 TRADRIONAL PREBT BRICKI ®HANOVER UNIT PAVERC NATURAL CHARCOAL BLEND/NATO INTAKE SEE DETAIL IMl501 FINISH I W16' BEVEL I SCM 4'XS' ENTRIES BIGBELLY&SMARTBELLYDOUME PREST NI ®HANOVERTRADITDNAL MR PAVERD LIMESTONEGRAYINATURALF SH/ DRAIN SEEDETAIL2&4o8 316' BEVEL/ SCM 4X0' 1TRENCH SEE DETNL 15&501 TRADITIONAL P ST BRICK ®HANOVER MR PAVERE RUSET BLEND I NATU FINISHIWI3' IMPROVEMENTS DETAIL 2/3502 FOR FOODNG BEVEL I5CM 4- SALVAGED LIMESTONE ART SEESMEETWI HANOVER TRADI NAL PRIESTBRICK Q UNR PAVERF RATURALL OAL BLEND I NATURAL BAND AT UNIT N T2' W SEA FINISH/WI6' EVEL/SCMIM16' PAVERS SEEDEFML34A10 TRADITIONAL PRIEST BRICK ®HANOVER, UNIT PAVERG RUSSET BLEND/ NATURAL FINISH l 3116' AT UNIT PAVERS BEEDETAILWNIO BEVELISCMI6'X13' BENCH TYPE ICENTERARM /d'PAVER QHANDHOLETYPEASEE (TRAFFIC) DETAIL 1& TYPE B QHANDIK%E t0 (ELECTRICAL) SEE OETNL 2A5N TYPE C QHANDHOLE tc (ELECTRICAL) NASNNDDFHOIE TYPE D Q DETaLaASN AREA4 r D I iy '_1ST ALLEv _- ALLEY Q-0 - r—� L J LEAFFROZENYOGURL � � FIELD HOUSE IMSOUBIJQUC ( 113SDUB000E b] ^'ytlr l'l yy. _ l o DC'S 1245 DUBUQUE '.. - n PA Q E SEE DETAIL 124501 QHANDHOLE ITELEC SEE DETAILSA.SOB tF ETYPEA SEE OETNLSL508 QPCCEDGEAT LECOM) DUMON I TABLE78/SUB FLOOR 14 LIMESTONE SEEDETAL2IL502 Q PLANTER WALL 9EE OETNL S'L.501 Q STORY WALL SEE SHEET -4028 -403 Q LIMESTONE BENCH SEE DETAIL 1&502 O GRANITESTEPAR I VERTICAL STRAP I SURFACE MOUNT OSMALAREA INTAKE SEE DETAIL IMl501 QINGRN3E ENTRIES BIGBELLY&SMARTBELLYDOUME O INTAKE SEE DETAIL IT&501 OSMALL to DRAIN SEEDETAIL2&4o8 O 1TRENCH SEE DETNL 15&501 Q WEATHER DANCE FOUNTAIN SEE$NEU MI OPEDESTRIAN IMPROVEMENTS DETAIL 2/3502 FOR FOODNG Q SALVAGED LIMESTONE ART SEESMEETWI O WALL DETAIL &5502 FOR FOOTING O BAND AT UNIT N T2' W SEA QPCC PAVERS SEEDEFML34A10 OPUBLICART RAISED PCC BAND AMPTERS. SEE DETAIL 11&303 to AT UNIT PAVERS BEEDETAILWNIO Q PCCCURBTYPEA SEE DETAIL 124501 t2 PCC CURB TYPE SEE DETAIL 134.501 O PCC CURB TYPE SEE DETAIL 14/-501 QPCCEDGEAT PCC STAR AND DUMON I TABLE78/SUB FLOOR 14 RANDPAILS SEE SHEET LSM Q PCCSIEP 9EE OETNL S'L.501 Q TERRACE BEATING SEE DETAIL WI -503 Q WIDE SM DETAIL 31-405AT O GRANITESTEPAR I VERTICAL STRAP I SURFACE MOUNT tT MERGE AND ICPL SEE DETAIL S&406 QINGRN3E ENTRIES BIGBELLY&SMARTBELLYDOUME Q GRANITE STATION, SEE SPECS OSMALL to STEP KCPL ENTRY) SEEDETAIL2&4o8 to BASED PCC SAD SEEDFTAIL5&410 0 AT STAGE I SEE SHEET ALI A FOR SPECS MID OPEDESTRIAN UNIT PAVER DETAIL 2/3502 FOR FOODNG O EDGING AT SEEDETALBA501 O RANTING AREA DETAIL &5502 FOR FOOTING O KNJSK N T2' W SEA Q BENCHTYPEA CENTER ARM Id' PAVER OPUBLICART RACKTYPEB AMPTERS. SEE DETAIL 11&303 FOOTING 89' Q BENCH TYPE ICENTERARM /d'PAVER ADAPTERS SEE DETAIL 11&SN MERGE �e 136SDUBUQUE IN 10 VAY LE CITY, 101 QPOWE^PEDESTAL CIP UPTIGHT AT NEouvweo nd'BtcKE'i, n-5i^.iv:o Oc BENCH TY11C INTERMEDNTE MMS/4-c<,_. QDRINKING FOOTING "MRS. SEE 11&503 QPCCEDGEAT FOUNTAIN DUMON I TABLE78/SUB FLOOR QB TABLETYPEA SUPPORT I IPE I COLORBLACK INSTALL Ct STOP SIGN PER MANUFACTURER Q BIKE BACK TYPE SEE DETAIL WI -503 WARNING PLATE I SIDE OPENING I SO GAL O URTSGARBIXROIIGH I VERTICAL STRAP I SURFACE MOUNT 0 RECEPTACLE RECEPTACLE THRU PAVERS/COLOR BULK QINGRN3E BIGBELLY&SMARTBELLYDOUME Q SIGBELLY STATION STATION, SEE SPECS 0 PAVER -GRA SEE DETNLSA5N QINUMAOE SYSTEM SEE DETAIL M503 0 LIGHT I SEE SHEET ALI A FOR SPECS MID OPEDESTRIAN POLE DETAIL 2/3502 FOR FOODNG SEE SHEET ALIA FOIi SPECS AND O WDFLDNTPOUE DETAIL &5502 FOR FOOTING O KNJSK SEESIEETL507 Qi SCREEN SEESIEETUKT OPUBLICART RACKTYPEB SEE DETAIL 119603 FOOTING ON OLRDOOR P6W0 BY CITY IN 10 VAY LE CITY, 101 QPOWE^PEDESTAL CIP UPTIGHT AT SEESHEETES11T 0 TYPE 9EE DETg0. TA503 QDRINKING FOOTING SM DETAIL 1WLK3 QPCCEDGEAT FOUNTAIN 9EE DETAK 184501 Qp PETAREA SEEDETALM-505 Ct STOP SIGN NEENAH FOUNDRY 24=r OR DETECTABLE 4964-24OPANTEDBRICKRED/ WARNING PLATE CAST IRON Et STAKE MOUNTED NSTALL PER MFR. SEE A11.1 FOR 0 UPTIGHT FIXTURE SPECS QINGRN3E INSTALL PER MFR. SEEPLI.I FOR UP4-IONT FIKTURE SPECS STORY QINUMAOE WALL UPTIGHT SEE DETAIL M503 0 TRAFFIC SIGNAL SEE N SHEETS 0 UBRARY SIGN WE DETAIL MIL06 SEE SIEETA.1A FOR SPECS Q ROADWAY LIGHT AND DETAIL FOR FOOTING Q PEDESTAL SEESHEIFTESIIT TPOREED OBIKE RACKTYPEB SEE DETAIL B&503 CONSTRUCTION ININQ8 1. SEEGO11G013FORLMESTON LSCHEDULE. 2. SEE W14 LIMESTONE FOR LIMESTONE RICH SCHEDULE. 3. SEE L1314L135 JOINTING PLAN FOR PAVEMENT AND PCC.IDINTING. 4. SEE L405 FOR PAVING PATTERN DETAIL. 0 o q genus [ landscape architect J 315 EAST STM STREET DES MOINES, IA 50309 T 515 2S4 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. S7 IOWA CITY, U 57140 P 319.33B7878 CIVIL ENGINEER SHOEMAKER S HAALANO 160 HOUDAY ROAD CORALVILLE, 1A52241 P 319.357 7150 ELECTRICAL 6 TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763A75DD10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, U 52240 P319333.7650 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE, STE.2W MINNEAPOLIS, MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, M 01 042MA1T TODD 02 0130.2/117 100% DO CO 1a13201T 50% CD N 122BROtt 100%CD Os 0112U2013 BID SET SO .e.a AC CC/EH/PNISS MATERIALS PLAN - AREA 4 18034 V1NJOt8 323 PM L124 CIP UPTIGHT AT 0 PUBLICART 9EE DETg0. TA503 FOOTING QPCCEDGEAT 9EE DETAK 184501 SHARE PATIO Ct STOP SIGN SEEDETALS&507 of ADASIGN SEEDETAIL5ILSOT NST V ENCLOSURE Et FOUNTAIN EQUIPMENT, PAVEMENT ttPEA PAD EDUIPMENT VAULT WITH NEW WATER SERVICE SEE 0111 genus [ landscape architect J 315 EAST STM STREET DES MOINES, IA 50309 T 515 2S4 1010 W W W.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. S7 IOWA CITY, U 57140 P 319.33B7878 CIVIL ENGINEER SHOEMAKER S HAALANO 160 HOUDAY ROAD CORALVILLE, 1A52241 P 319.357 7150 ELECTRICAL 6 TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763A75DD10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, U 52240 P319333.7650 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE, STE.2W MINNEAPOLIS, MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, M 01 042MA1T TODD 02 0130.2/117 100% DO CO 1a13201T 50% CD N 122BROtt 100%CD Os 0112U2013 BID SET SO .e.a AC CC/EH/PNISS MATERIALS PLAN - AREA 4 18034 V1NJOt8 323 PM L124 MATERIALS SCHEDULE NEY DESCRIPTK3N NOTES (TELECOM)TY�E SEE NLNL506 SEE DETAIL 12 1 ®HANOVERTOUITIONALPRESTBRICK/ UNRPAVERA RUSSET BLEND/ NATURAL FINISH I Mt6' (TELECOM) SEE DETAIL 6-506 BEVEL I SCM 4'X% u SEE DETAIL MON SEE SHEET LOOK ®HV40VERTRMITIONALPRESTBRICKI UNR PAVERS CHMCOAINATURAL FINISH I N18' 8 WNL SEE SHEET L402ALIIX4 BEVELIBCM 4'X ' LIMESTONE BENCH SEEDETALt-502 TRADITIONAL. 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SEE W14 LIMESTONE FOR U TONE BENCH SCHEDULE. 3. SEEL13ULI35JOINlRNGPUNF0R VEMEMTYPESAND PCC JOINTING. 4, SEE L405 FOR PAVING PATTERN DETAIL. TYP genus (landsc'ape amtilech ] 325 EAST SN STREET DES MOINES.IA 50309 T 515 284 1010 ;: W r�L.laalt•�._xae NEUMANN MDNSON ARCHITECTS 221 EAST COLLEGE STREET. STE. 303 I0WACRV,A5M40 P 319.3381818 CIVIL ENGINEER SHOEMAKER 8 HAALANO 160 NOUGAT ROAD CORNVIUE, A 52241 P319351.7150 ELECTRICAL 6 TRAFFIC SMNIUMTION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 5514]-0443 P 163415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET. STE. S IOWA CITY, IA 52240 P 319311.1&50 IIGXTMG DESaN SCHJLERSHOO( 219 MAIN STREET BE. 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BULB NATURALIZE W MV MERTENSIAVIRGINICA VIRGINIA BLUEBELLS 18 CM+ BULB NATURALIZE 350 NM NARCISSUS 'MOUNT HOOD' MOUNT HOOD DAFFODIL 16CM+ BULB NATURALIZE NO NJ NARCISSUS JONOUILLA OAFFOUIL 18CM+ BULB NATURALIZE 1005 NP NARCISSUS POETICUSVAR.RECURVUS PHEASANTS EYE DAFFODIL 18CM+ BULB NATURALIZE -- MERGE36 -- 1 S OE UBUGH --- AREA nR2 EAi 0 5' 10 20 I I I l O genus [ landscape amhilech J 325 EAST 5m STREET DES MOINES, IA 50309 T 515 754 1010 W W W.GENUS .COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 307 IOWA CITY, AU24D P 3193387878 CW& ENGINEER SHOEMAKER& RAAUWD 160 HOLIDAY ROAD CORALVILLE, LA 52141 P 319.351.7150 ELECTRICAL TRAFFIC SIGNALIZATION SIRE CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, AN 554474443 P 703.475.0010 STRUCTUMLENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE,B Iowa CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 210 MINNEAPOLIS, AN 55414 P 612.339.5956 PmE AYMALLIMPRDVEMENTS IOWAA CITY, M 01 04IA7N17 7046 DD 02 DMMNWIT 100XDD D3 18'1&2017 SIMCD X 122d2p17 110 w 0 011=W18 BIDSET BD .o.s AC •� CCIEHIPNISS PLANTING PLAN - AREA 4 16030 1�2018 Sm I'M L144 O O HERTEEN 8 STOCKER JEWELRY 101 S DUBUQUE 9 BY NEW ENGLANDASIER 0 TEN THOUSAND VILLAGES 1055 DUBUQUE TEXPLES 109 S DUBUQUE FORBIDDEN PLANET 1115 DUBUQUE O 12 RA 4 01 00 � ROOT PRETTY9 1155 WPUTTYBUOUE + + + 412ri18' CC SPACING MOUND EXISTING ROOT FIAtRS. PROTECT EXISTING ROOT SYSTEM 1 IK CO I I� ECANOPY I Com IOWA Fral a S 10 27 I O genus [ lanascape architects ] 325 EAST 570 STREET DES MOINES, IA SD309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52140 P 319.3387878 CIVIL ENGINEER SHOEMAKER B HAVAND 160 HOLIDAY ROAD CORALVILLE. M 57241 P 319351.7150 ELECTRICAL S TRAFFIC SIGNALIIANON SWCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 5541 P 763.475.0010 STRUCTUMLENWNEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, M 01 MWIT M%DD 02 06302017 100%DD 03 1018201T 50%CD D4 1&20201? 100%CD 05 0126R018 BID SEI EO t.....� AG .v 1 11 El T OC IEH I PN 133 PLANTING PLAN - AREA 5 18034 1RN20185:05 PM L145 TREES OTY KEY BOTANICAL COMMON $IZE ROOT NOTES 5 AC AMELMCHIER CANADENSIS'GLENFCfW SERVICE BERRY 10'-12 HE BBB MULTISTEM 6 BP BETULA PLAIYPHYLIAFMGC DAKOTA PINNACLE ASIAN WHITE BIRCH 3- CAL. MB STRONG CENTRAL LEADER 1 CO CELTIS OCCIDENTALS' PRAIRIE PRIDE' PRAIRIE PRIDE HACKBERHY 6•CAL. BBS STRONG CENTRAL LEADER 1 CL CORNUSALTERNIFOLIA PAGODADOGWOOD TCP1. ME STRONG CENTRAL LEADER 5 GT GLEDEPSIA TRLACANTHOS F. 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IMB I STRONG CENTRAL LEADER 4 1 TO I HARVEST GOLD LINDEN ]CAL IMB I STRONG CENTRAL LEADER 3 JUP I ULMUS PARVIFOLM T:VERCLEAR' I CHINESE ELM'EVERCLEW 12.V CAL- ISAR ISTRONG CENTRAL LEADER 2 IM IMUKOVA SERRATA VILLAGE GREEN I VILLAGE GREEN ZELKOVA 12.V CAL. MB ISTRONG CENTRAL LEADER SHRUBS QTY KEY I BOTANICAL COMMON SIZE ROOT NOTES 1 AE JAIESCULUS PARVIFLORA BOTTLEBRUSHSUCKEYE SSE HT MB T AS AZALEA X'GOLDEN LIGHTS' GOLDEN LIGHTS AZALEA 30•HT MB 1S CS CDRNUSSTOUNIFERATMRCW MTC FIRE DOGWOOD 36•HT MB SO CA COTONEASTER APICULATUS TOM THUMB' TOM THUMB COTONEASTER #3 COW 38'00 13 OK DIERVILLA%ODIAK ORANGE' KODIAK ORANGE BUSH HONEYSUCKLE 18-K CONI' 1 FG FOTHERGILLAGARDENII GAME FOTHERGILIA 2CHT MB 1 HV HAMANAUS VERNAUS'QUASIMODO' OZARK WITCHHAZEL 2eKI MB 9 HO HYDRANGEAQUERCIFOLIAPEEWEE' PEE WEE CAM -EN' HYDRANGEA 24.14 MB B N REA VERGINICA'HENRY'S GANNET SWEFTSPIRF 24.14 MB 15 Po PWSMW PUSOPULIFOIJUS SUMMER WINE NINEBARK 24.14 MB 29 RA RHUSAR M TICA'DRO-LOW GRO-LOW SUMAC 15' W MB 19 RI RISES ALPINUM'GREEN MI GREEN MOUND ALPINE CURREW15'14 MB B SC SYMPHORICARPOS'CANDYSENSATION' CANDY SENSATION SNOWBERRY 1S. MB 4 5P SYMPHORICARPOS'SCARLET PEARL' SCARLET PEARL SNOWBERRY 118.W MB IMB 59 TM TAXUSXMEDIA'EVEFI EVERLOW YEW 18.14 MB 5 TC TSUGAGINADEN8IS'GENTSCH WHITE' GENTSCH WHITE CANADIAN HEMLOCK 3)'HT MB 3 VC VIBERNUMCARLESII KOREANSPICEVIBERNUM IWHT PERENNIALS QTY KEY I BOTANICAL COMMON SIZE ROOT TES 25 AW JACHILLEAWALTHERFUNI YARROW #1 COW IM 30 M AGMTAOHE'BLUE FORTUNE BLUE FORTUNE GMAT HYSSOP #1 COW llzt 10 AS ALLIUM'EUMMER BEAUTY' SUMMERSEAUTYALLIUM #1 COW 20 Al AMOSONIA'BLUE ICE' BLUE STM BLUE ICE' #1 CO 15.00 3 SL BAPTISLA 3.UNAR ECLIPSE LUNAR ECLIPSE FALSE INDIGO #1 C I BV BAPTISM X VMICOLOR TWILIGHT TWILIGHT PRNIRIESLUES FALSE INDIGO #1 OW 149 BS BOUTELOUA GRACILIS BLONDE AMBITION BLONDE AMBITION BLUE GRAMA #1 COW 2V OC T9 CK FEATHER REED GRASS p3 COW 24•CC 232 CF CARER FIACCA BLUE SEDGE COW WOO 143 OP CMEXPENSYLVANICA PENNSYLVANIA SEDGE #1 COW 15'OC 17 CU CHRYSANTHEMUM X SUPERBUM'BECKY' BECKY SHOSTA DAISY #1 COW 1S'OC TI CC COREOPSIS CREME BRULEF CREME BRULEE TICKSEED #1 COW NEW 48 DC DESCRAMPSMCESPITOSA'GOLDTAUT GOLDEN DEW TUFTED HAI #1 COW 16.00 5 IDS IDICENTRASPECTABILM WHITE BLEEDING HEM 91 COM BE I EX I ECHINACEA'PIME MEADOWBRITF PIXIE MEADOVAII ONEFLOWER #1 1 COW Or00 SB EM ECHINACEA PURPUREA MAGNUS' MAGNUS PURPLENEFLOWER 11 COW 24-M 20 EP ECHINACEA PURPUREAPICA BELUM PICA BEU-k FLOWER #1 COM IlEr CC 20 ET ECHIMACEA TENNESSEENSIS TENNEUNIFINSIS CONEFLOWER M COW 12.00 67 HE HOSTABLUEWEDGEWOOD' BLUE EWOOD HOSTA #1 CONT 18'14 74 NO HOSTAGUACAMOLE' G EHOSTA IT CONT 24-M 18 HH HOSTA'KALCYON' CYON MESTA #1 CONT 24-M 44 M HOSTA-JUNE JUNE HOSTA #1 CONT 15.00 19 HA HOSTA'PATRIOT PATRIOT HOSTA 91 CONT 24-M 45 LG UNITIES SPKATA PRAIRIE BLAZINGSTAR #1 CONT 24-M 10 LF LATRIS SPICATA'FLORISTAN WHITE' WHREBLPZINGSTAR M CONT 24.00 33 PA PEROVSKIA ATRIPDCIFOLIA'LITR PIRE' LITTLE SPIRE RUSSIAN SAGE #2 CONT 18•0C 42 RE RUDBECKAHIRTA BLACKSYEDSUSAN M CONT 24-M 70 RE I RUELLW HUMILIS WILDPETUNM #1 CONT 18.00 388 3N SA-VMNEMDRC5AwE5kM WESME SALVIA 91 CONT 24.00 198 SS SCHI2ACHYRIUMSCO IUM'CMOUSEL' CAROUSEL LITTLE BLUESTEM 11 CONT RE OC 73 50 G. 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CITY, A522 0STREET, IOWAA3387878 SY140 P379.3387876 CIVILENGINEER SHOELI9(ER 6 PoWAND 160 HOLIDAY ROAD FIELD HOUSE CORFLVILLE,N52141 118 S DUBUQUE P319.351.7150 ELECTRICAL 6 TRAFFIC SIGNAUZA71011 SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE, B IOWACITY, IA 52240 P319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 DCS 124SOUB000E P612.3395956 O UI HEALTHCARE 130 S DUBUQUE XERGE IwSwBUQIjE AREA 2 :J SHADE TREE O ORNAMENTAL TREE PEDESTRIAN MAJA IMPROVEMENTS IOWACRY,LA 01 04I2SR0i7 7 DO 02 W=017 10096DD 03 1898¢017 8094Co 04 12PXU2017 10094C0 05 D1118�2J18 BIO SET � •ans � CC/EH/FNISS SOIL AMENDMENT AT EXISTIN EES: ADD A BA4WCED, COMPLETE FERTILIZER I2 -12-12A UFACTURERS RECOMMENDED RATES. PIANTING SOIL MIX: TO BE MU TURE OF OMPOST AND ® 40% CLEAN COURSE FINE SAND. INSTALL P ING SOIL TO ADEPTH of z4 -INCHES. SOIL DIAGRAM PLAN - Q INDICATES DEPTH OF SOIL TO BE PROVIDED IN LOCAL AREA 5034 No PM a s 1s zo L154 . c mu UNITS Lro I r f ® 2MB FEB — 4 2 = o II u CITY 'd3 HERTEEN S STOCKER JEWELRY I Ig 0VI' *H " CI OwA;R 1015 DUBUQUE d - o 0 (� SHADE CANOPY I ® i / TEN THOUSAND GES 058 DUB E R ,y I TEXTILES 109 S DUBUQUE Fl F4 -- ----- FOR PLANET ® 111SD I l J 1113 DUBUQUE ° BUM -SALON 201 S DUBUQUE _... ROOT PRETTY 115S DUBU ° — mac I1 V AREA4 — SOIL LEGEND OE%ISTING TREE OSHADE TREE OORNAMENTAL TREE MRSOIL AMENDMENT AT EKISTING TREES! ADD A BALANCED, GOMPLEIE FERTILIZER 12-12-12 AT MANUFACTURER'S RECOMMENDED RATES. ® PLANTING SOIL MIX: TO BE MIXTURE OF 80%COMPOSTAND 40% CLEAN COURSE FINE SAND. INSTALL PLANTING SOIL TO A DEPTH OF 24JNCHES. INDICATES DEPTH OF SOIL TO BE PROVIDED IN LOCAL AREA 5' 10 27 I I I(�) genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, LA 50309 T 515 284 1010 W W W.GENUSIACOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CITY, 1452240 P 319.3367870 CIVIL ENGINEER SHOEMAKER 0 WIAND 160 HOLIDAY ROAD CORALVILLE, W 52241 P319,351.7150 ELECTRICAL 6 TRAFFIC SIGN11IMMON SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE IW MINNEAPOLIS, MN 554472447 P 763.475.0010 STRUCTURAL ENGINEER RARER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.6 IOWA CRY, A52240 P319.333.78W LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, ON 55414 P 612.339.59% PEDESTRMN MALL IMPROVEMENTS IOWA CRY, IA Z -"— AC —.— CC/EHIPNISS SOIL DIAGRAM PLAN - AREA 5 18034 12&2010 3:33 PM L155 01 mwo1T 7o%DD 02 089012DiT 100%DO 03 100182017 N% GO 04 122002017 100%CD 05 olmmo13 DID SET Z -"— AC —.— CC/EHIPNISS SOIL DIAGRAM PLAN - AREA 5 18034 12&2010 3:33 PM L155 WEST ASPEN LEAF FROZEN YOGURT to S DUBUQUE M 682.00 4) EAST RED) HMSE 118 S DUBUQUE EK ELECTRIC 1 _ "I'll, "I'll, - %679.60 TOF �� :''6]9.82 TOF. 46fB -6 P 2 Ex MIDNAERICAN DUCT BANK — "1 A aA .. _. ERM CLERK ��TY DEPTH TO BE VERIFIED 4 — — — — — — _ — 000 0000 S aaa ♦ h o- — — — — — — — — — CSTy YF'OW,'i PROPCOED WATER Y J G — — — — — — — — — — — — — — $ F%WATE0. EX STORM — _ — — — _ — d E%9ANITARY WEST �I �� Rig EAST FVSACENIPE iiiIN MERGE to S DUBUCKIE 138 S DU6 PROPOSED— PROPOSED ■ _ _ _ _ _ _ --WATERVALVE 683.92TW68392 TW — — _ _ _ _ _ RiOPOSED 4 663.00 1.BM EIRE HYDRANT IX TELE — EX ELECTRIC. TTPEBt OB TOF _ / F0.59 TW Bw.69 TV B7BWTOEomm .. .:.: j; , c.�, e:.; � M $PROPOSED TELE 1 � 5: • • 1 / I LJ EXGAS _ _ _ _PROP08EDWATER — MARY — — — — — — — — — — — — — — — — — — EX STORM $ EX SANITARY WEST ee3.w EX ELECTRIC. TYP USANRARY 41_ -----------------0 SITESECTION AT MERGE LOOKING NORTH 3 9CAlE:.. F'T 682 i9 TW MERGE EAST Ise B DUBUQUE genus [ landscape amf9tecls J 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENU& W.COM ARCHITECT NEUMANN MONSON ARCHRECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, w 52240 P 319338]8]8 CML ENGINEER SHOEMAKER B HAAfAND 160 HOLIDAY ROAD CORALVILLE w 52241 P 319351.7150 ELECTRICAL d TRAFFIC SMiNALDATNW SRF CONSULTING ONE CMLSON PARKWAY NORTH, STE-15) MINNEAPOLIS, MN 55M74443 P 753475.w10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, w 52240 PM93337850 LIGHTWG DESIGN SCHUER SHOOK 219 MAN STREET SE, STE. 2DD MINNEAPOLIS, MN 55414 P612.339.5955 Si RIAN MALL IMPROVEMENTS gym. w r- 01 041=017 mm w aumm)IT 10014DD 03 10118017 6 m 04 1272W017 1W m 0 01I2M9016 BID SET Eo AC CCIEHIMISS 18w1 1/2&0184:18 PIA L301 Rig iiiIN ■ genus [ landscape amf9tecls J 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENU& W.COM ARCHITECT NEUMANN MONSON ARCHRECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, w 52240 P 319338]8]8 CML ENGINEER SHOEMAKER B HAAfAND 160 HOLIDAY ROAD CORALVILLE w 52241 P 319351.7150 ELECTRICAL d TRAFFIC SMiNALDATNW SRF CONSULTING ONE CMLSON PARKWAY NORTH, STE-15) MINNEAPOLIS, MN 55M74443 P 753475.w10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, w 52240 PM93337850 LIGHTWG DESIGN SCHUER SHOOK 219 MAN STREET SE, STE. 2DD MINNEAPOLIS, MN 55414 P612.339.5955 Si RIAN MALL IMPROVEMENTS gym. w r- 01 041=017 mm w aumm)IT 10014DD 03 10118017 6 m 04 1272W017 1W m 0 01I2M9016 BID SET Eo AC CCIEHIMISS 18w1 1/2&0184:18 PIA L301 NORTH PUBLIC LIBRARY 123 S LINN 15% EXSANITARY 0. _ 0 SOUTH WELLS FARGO I RAYGUN 103 E COLLEGE ------------ — _ _ _ _ _ — — — — — — �1 SITESECTION AT WELLS FARGO LOOKING WEST sCALE ITP I-0' SOUTH BREAD GARDEN MARKET AND BAKERY 2255 UNN 87SA0 EX ELECTRIC, TYP PROPOSED TELE GAB 4 EXWIPROPOSED EX BTI WALL BEHIND ss8.70 rn EXISTING VAULT TO BE FILLED IN FILED 2018FEB-6 4:2° ITY CLERK IOWA CIT Y, lU!`i',. NORTH YOTOPA FROZEN YOGURT 132SCLINTON genus [ landscape architects ] 325 EAST 5^I STREET DES MOINES. IA 5030? T 515 284 1010 W W W.GENUS4A.COM ARCHITECT NEUMANN MONSON ARCHITECTS 211 EAST COLLEGE STREET, STE. 833 IOWA CITY, A 52240 P 319.3387878 CML ENGINEER SHOEMAKER&HAAIAND 1W HOLIDAY ROAD CORPLwLLE. A 52241 P 319.351.7150 ELECTRICAL&TRAFFIC SIGNAIFATNIN SRF CONSULTING ONE CARLSON PARKWAY NORM, S E.150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319.3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P612.339.59% PEDESTRIAN MALL IMPROVEMENTS IOWA CTY,14 01 04/2&2017 70%DD M 082N2017 100%DO 03 10/182017 W% CD IM 12/Q 17 100%CD 05 0112F2019 BID SET EX WATER _ Oa/EH/PNISS UTILITY SECTIONS iB031 trzrvzme4as PM L302 'Til��� '�i�n A�A1�iA LT IN •.- .� '_' �1 SITESECTION AT WELLS FARGO LOOKING WEST sCALE ITP I-0' SOUTH BREAD GARDEN MARKET AND BAKERY 2255 UNN 87SA0 EX ELECTRIC, TYP PROPOSED TELE GAB 4 EXWIPROPOSED EX BTI WALL BEHIND ss8.70 rn EXISTING VAULT TO BE FILLED IN FILED 2018FEB-6 4:2° ITY CLERK IOWA CIT Y, lU!`i',. NORTH YOTOPA FROZEN YOGURT 132SCLINTON genus [ landscape architects ] 325 EAST 5^I STREET DES MOINES. IA 5030? T 515 284 1010 W W W.GENUS4A.COM ARCHITECT NEUMANN MONSON ARCHITECTS 211 EAST COLLEGE STREET, STE. 833 IOWA CITY, A 52240 P 319.3387878 CML ENGINEER SHOEMAKER&HAAIAND 1W HOLIDAY ROAD CORPLwLLE. A 52241 P 319.351.7150 ELECTRICAL&TRAFFIC SIGNAIFATNIN SRF CONSULTING ONE CARLSON PARKWAY NORM, S E.150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319.3337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P612.339.59% PEDESTRIAN MALL IMPROVEMENTS IOWA CTY,14 01 04/2&2017 70%DD M 082N2017 100%DO 03 10/182017 W% CD IM 12/Q 17 100%CD 05 0112F2019 BID SET EX WATER _ Oa/EH/PNISS UTILITY SECTIONS iB031 trzrvzme4as PM L302 SUBMITTAL REQUIREMENT NOTES THE CONTRACTOR SNAIL PROVIDE THE FOLLOWING ITEMS FOR REVIEW Al APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION: 1. SHOP DRAWINGS FOR WALL CMU, VENEER, AND CAP STONE 2. 51-10P DRAWINGS FOR ENGRAVED TEXT 4. (1) SAMPLE OF 316 SS TITLE LETTER WITH MOUNTING PINS S. (1) SAMPLE OF ENGRAVED VENEER PANEL AT FULL SCALE, 20(4• MIN S. (1) WALL MOCKUP AT END OF WALL(IN PLACE), TO FULL HEIGHTAND DEPTH OF WALL. 4' MINIMUM LENGTH, TO INCLUDE CMU CORE, FRONT. BACK. AND END VENEER PIECES, AND MORTAR JOINTS. PLANTINGAREA --- ------ 3 1 1802 1404 / STORY WALL 1l4'GRAINAGE GPP AT BOTTOM f.. /- LID LIMESTONE WALL CAP h� SEALED EXPANSION p 800.00 COURSE, TYPICAL ALL SIDES \' \\ \-.\\�\ Da �\ CUT: VEINE FINISH: SMOOTH z c -Er S02 TOP apcearen verse s s INFILL VENEER PIECE AT ENDS OF WALL ¢ I FOOTING, SEE DETAIL 511502 VERTI FLUSH WITH ADJACENT WALL FACE w TM espressom nme lelsolM steam VEI VENEER FINISH TO MATCH ADJACENT may wore in an IM m IT en impml*byn sLrvivesaaasler. r' VENEER COURSE EDGE FACE. FIN H". NATU ��� M gMslellwMnsurrounOM by wliling.� GZ p IM• BARED MORTAR JOINT WITH E3 — !� —� PAVERTYPE GSEE 1125 MATERALS PIAN LATICREETEWS.O m VENEER COURSE, TYPICAL FG SEALED EXPANSION VENEER,T PICA ATADL EMATCH VENEER, TYPICAL ATALL VENEER JOINTS. c Wn,669.80 4 m MAIL PAER.C,EDRILL CENTERHOLE TO —----L---------------I---, JOINT, TYPICAL L- CONCRETESTEMWALLMID 'IERTICAL FOOTING, SEE DETAIL 5A502 I VEINE PLANTINGAREA --- ------ 3 1 1802 1404 / STORY WALL 1l4'GRAINAGE GPP AT BOTTOM f.. /- VENEER COURSE. TYPICAL h� SEALED EXPANSION p 800.00 JOINT, TYPICAL \' \\ \-.\\�\ Da �\ 805A8 4 FG z FL --moi 85,6.16 S02 TOP apcearen verse s s I CONCRETE STEM WALL AND SEALED EXPANSION .PINT TYPICAL I FOOTING, SEE DETAIL 511502 NORTH ELEVATION OF STORY WALL AT CLINTON STREET 4 SCALE: 3N' 1'-0' PLANTINGAREA --- ------ 3 1 1802 1404 / STORY WALL r1 1/B' SRX'10 HB STONE ANCHOR, TYP INFILL VENEER PIECE AT ENDS OF WALL, Y FLUSH WITH ADJACENT WALL FACE VENEER, FINISH TO MATCH ADJACENT VENEER COURSE, HAND TIGHT JOINTS, TYPICAL "'-' •^'""•^"""'"' v aM tM1 bw IM1a reAedbns of lIII f.. /- CUT: BEDFACE FINISH: NATURAL BED 01 TDI: DO m a s by"k w OG3=17 100%DO SOLID LIm ESTONE VIA[ L TMy we IrelewM maUa Vre Trice Da LIMESTONE VENEER, TYPICAL S ..... Will " bilibbbilve wM WE¢4 011 apcearen verse s s ._. 2 SCALE: yl TM /e Brows bel as ISS, wrft CAPCOURSE ITOP) CUT e EDFACE TM espressom nme lelsolM steam 1/4'RAKED MORTAR JOINT WITH may wore in an IM m IT en impml*byn sLrvivesaaasler. r' LATICRETE MWS, COLOR TO MATCH VENEER, TYPICAL AT ALL VENEER JOINTS. FIN H". NATU ��� M gMslellwMnsurrounOM by wliling.� Marvin Bell. MW — !� —� PAVERTYPE GSEE 1125 MATERALS PIAN VENEER COURSE, TYPICAL FG SEALED EXPANSION cFm c Wn,669.80 4 m MAIL PAER.C,EDRILL CENTERHOLE TO —----L---------------I---, JOINT, TYPICAL L- CONCRETESTEMWALLMID CCOMOINEGRADE UPLIGHT, TYPICALOF (5) — ACCOMODATE FOOTING, SEE DETAIL 5A502 I u� I—u L—L—' PAVER TYPE G, SEE 1125 MATERIALS PIAN I CUT TWO PAVERS TO5101/B' WIDE TO INFILL - EO EO �.—._.,...... _. .... BETWEEN FULL PAVERS, TYPICAL OF I8) - _. L.. .I_.. VARIES ......_______....__ ......... PER COURSE r1 1/B' SRX'10 HB STONE ANCHOR, TYP INFILL VENEER PIECE AT ENDS OF WALL, Y FLUSH WITH ADJACENT WALL FACE VENEER, FINISH TO MATCH ADJACENT VENEER COURSE, HAND TIGHT JOINTS, TYPICAL Y "'-' •^'""•^"""'"' v aM tM1 bw IM1a reAedbns of lIII f.. /- CUT: BEDFACE FINISH: NATURAL BED 01 TDI: DO m a s by"k w OG3=17 100%DO 03 TMy we IrelewM maUa Vre Trice Da LIMESTONE VENEER, TYPICAL 05 Will " bilibbbilve wM WE¢4 011 apcearen verse s s 4-4 81R•TYP 4111?1 TYP L S'CMU CORE, TYP VERTICAL SECTION OF STORY WALL AT CLINTON STREET RlA)' 2 SCALE: yl TM /e Brows bel as ISS, wrft TM espressom nme lelsolM steam 1/4'RAKED MORTAR JOINT WITH may wore in an IM m IT en impml*byn sLrvivesaaasler. r' LATICRETE MWS, COLOR TO MATCH VENEER, TYPICAL AT ALL VENEER JOINTS. c r,. M gMslellwMnsurrounOM by wliling.� Y "'-' •^'""•^"""'"' v aM tM1 bw IM1a reAedbns of lIII f.. /- CUT: BEDFACE FINISH: NATURAL BED 01 TDI: DO m a s by"k w OG3=17 100%DO 03 TMy we IrelewM maUa Vre Trice Da LIMESTONE VENEER, TYPICAL 05 Will " bilibbbilve wM WE¢4 CUT: VEINE FINISH: SPLTTFACED apcearen verse s s 4-4 81R•TYP 4111?1 TYP L S'CMU CORE, TYP VERTICAL SECTION OF STORY WALL AT CLINTON STREET RlA)' 2 SCALE: yl TM /e Brows bel as ISS, wrft 316 SS LETTERS. 1?X5', BRUSHED FINISH, SET FLUSH WITH LIMESTONE CAP FACE AND SECURE WITH V WELDED SS PINS. DRILL AND EPDXY 1T$' 6' o -c acz c c -u m W FI F. E4 C H 4 FG 1.5' HIGH. 1/4' DEEP ENGRAVED LETTERS (SANDBLAST) WITH DARK BROWN COLOR INFILL. LANDSCAPE ARCHITECT WILL PROVIDE FINAL DIGITAL ART FILES AT TIME OF FABRICATION. (1) MOCKUP REQUIRED FOR LANDSCAPE ARCHITECT REVIEW ANDAPPROVAL- WEST ELEVATION OF STORY WALL AT CLINTON STREET SCALE: &4' • 1LYI 1 1l4' 1 TERS IN',A 692.16 TW (FRONT) SLID LIMESTONE WALL CAP COURSE, TYPICAL ALL SIDES CUT: VEINE FINISH: SMOOTH LIMESTONE VENEER. TYPICAL. UT: REDFAGE H: SMOOTH LIMEST VENEER, TYPICAL __ "'-' •^'""•^"""'"' v aM tM1 bw IM1a reAedbns of lIII f.. /- CUT: BEDFACE FINISH: NATURAL BED 01 TDI: DO m a s by"k w OG3=17 100%DO 03 TMy we IrelewM maUa Vre Trice Da LIMESTONE VENEER, TYPICAL 05 Will " bilibbbilve wM WE¢4 CUT: VEINE FINISH: SPLTTFACED apcearen verse s s yl TM /e Brows bel as ISS, wrft TM espressom nme lelsolM steam 1/4'RAKED MORTAR JOINT WITH may wore in an IM m IT en impml*byn sLrvivesaaasler. r' LATICRETE MWS, COLOR TO MATCH VENEER, TYPICAL AT ALL VENEER JOINTS. c r,. M gMslellwMnsurrounOM by wliling.� Marvin Bell. MW III DRAINAGE GAP AT BOTTOM VENEER COURSE, TYPICAL FG SEALED EXPANSION cFm c Wn,669.80 4 m I —----L---------------I---, JOINT, TYPICAL L- CONCRETESTEMWALLMID FOOTING, SEE DETAIL 5A502 I genus [ lantlfiCnpe archih•cM ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENIJS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 211 EAST COLLEGE STREET, STE 303 IOWA CITY, A52140 P 319.3381878 CIVIL ENGINEER SHOEMA(IERSHNAIAND 1W HOLIDAY ROAD CORALVILLE, A M41 P 319.351.1150 ELECTRICAL 6 TRAFFIC SIGNALIZATION SRFCONSULTING ONE CARLSON PAMONAY NDRTH, STE. 150 MINNEAPOLIS, MN 55447-0443 P 763.475.0010 STRUCTURAL ENGINEER RAJ(ER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.6 IOWA CITY, N 52140 P319.333.7850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P 812339.5958 PEDESTRIAN MALL IWROVEMENTS IOWA CITY, IA 01 01 TDI: DO 02 OG3=17 100%DO 03 1M16209 50% CD Da 1&202017 100%CD 05 0112 18 BID SET GO we.s AC CCI ENI PN I SS STORY WALL AT CLINTON 16034 t126"M182:54 PM L402 2 L40T IU9MITTAL REQUIREMENT NOTES HE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS OR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT 'RIOR TO FABRICATION: SHOP DRAWINGS FOR WALL CMU. VENEER, AND CAP STONE SHOP DRAWINGS FOR 316 SS TIMELINE BIRD SI)WAI-L MOC,AND,TTAT N TEM MILLH HEIGHT DEPTH OF WALL . 4- I HILI ,TO FULL HEIGNTAND DEPTH OF WALL, 0' MINIMUM LENGTH. TO INCLUDE CMU CORE, FRONT. BACK AND END VENEER PIECES, AND MORTAR JOINTS. (1) SAMPLE OF 316 SS BIRD SILHOUETTE WITH MOUNTING PINS (1) SAMPLE OF 316 SS TITLE LETTER WITH MOUNTING PINS (1)SAMPLE OF INTERPRETIVE PLATE AND FRAME CHANNEL, i MIN. SECTION. TO INCLUDE PROPOSED FINISHES. HARDWARE, AND INTERPRETIVE TEXT ENGRAVING SOLID LIMESTONE I vrlRwT VALL CAP COURSE, e TYPICALALLSIDES VEINE 316 SS TIMELINE FRAME FLUSH WITH END FACE OF WALL, SEE DETAILS 61 114• RAKED MORTAR JOWL WITH LITICRETE MVIS. COL.RTO MATCH VENEER, TYPICAL AT C -a ALL VENEER.gINTS. VERTIC/ 114• DRAINAGE GAP VEINE AT BOTTOMVENEER COURSE. TYPICAL Y 1 EXISTING TRANSFORMER PAD TO REMAIN EXISTING TRANSFORMER genus PPDTOREIMIN — - [ IDndscOPe Grchifech ] EXISTING TRANSFORMER OIL CONTAINMENT TRENCH RIVER ROCK TO REMAIN 325 EAST Sm STREET DES MOINES IA STREET T 515 284 1010 5 ' 2018 FEB -6 P 12g Y/WW.GENIAS-LA.COM L662 NEMA 3R ENCLOSURE, SEE ES105 --_ - [ / --.... 1 IM MgUSS9Tb�IeIn NEUMANN MONSONARCHITECTS U7�'REOLACIA 1p0.y A . 10 EXISTING BUILDING 221 FAST COLLEGE STREET, STE. 303 FINISH: SMOOTH FACE OF PARK 201 IOWA MI JA52240 P319.3387878 CIVL ENGINEER F -c" "I Ld04 SHOEMAITRBRANAND 160 HOLIDAY ROAD CARALVILLE,IA52241 zl 1 -a'-i 510' ELECTRICAL B TRAFFIC SIGNALVATN)N SRFCANSULTING J` 7T, -ONE CARLSON PARKWAY NORTH, STE.7WJ .L I - I .� __L. -- MINNEAPOLISMNSWI74"3 AVER TYPE F SEF u25MATERIgLSP ANPMAT50010 (�/��� JPAVEI'R VER CORE DRILL CENTER HOLE TO STRUCMtAL ENGINEER 1 \ / 1 I \ J IODATE IN GRADE UP LIGHT TYPICAL OF 19)�J �RAKER RHODES ENGINEERING T I.. r PE F. SEE Ll 25 MATERIALS PUN I 122 E. WASHINGTON STREET, STE.B IOWA CITY IN —FQ— EO NFULLPAVUERS, iWPCAL18- EOP(6)LL P319333.iB5052240 ' 1 /1 PLAN OF STORY WALL AT BHMP LIGHTING DESIGN sOnLE: 3l4•=tw. - SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 116• SRX40 HS STONE ANCHOR, TYP P6123393958 . . k 6lYTYP INFILL VENEER PIECE AT ENDS OF WALL, FLUSH WITH ADJACENT WALL FACE VENEER FINISH TO MATCH ADJACENT VENEER COURSE. 1/6' NRGAPATA LJOINTS, TYPICAL LW3 HB STONE ANCHOR, TYP 316 SS TIMELINE VERTICAL BAR (MIRROR POLISH FINISH). SEE DETAIL 7&502 316 SS TIMELINE WITH ENGRAVED INTERPRETIVE PLATES (BRUSHED FINISH). AND FRAME (MIRROR POLISH FINISH). SEE DETAIL MSM. SEE DETAILS 6,T&M. LANDSCAPE ARCHffECT WILL PROVIDE DIGITAL ART FILM WITH FINN. ENGRAVING CONTENT AT TIME OF fA&RICATION., —INFILL VENEER PIECEAT END30F WALL ELUSH WITH ADJACENT WALL FACEVENEER. FINISH CH TO F ADJACENT COURSE. llr AIRGAPATALLJOINTS. TYPICAL 612• TYP .:..� 1 MADE .-mvl IMIw■I ���]�i�llrl , ffi �L�=;�!1_;��� ��� ,-L-LF--L=F . . . k 6lYTYP INFILL VENEER PIECE AT ENDS OF WALL, FLUSH WITH ADJACENT WALL FACE VENEER FINISH TO MATCH ADJACENT VENEER COURSE. 1/6' NRGAPATA LJOINTS, TYPICAL LW3 HB STONE ANCHOR, TYP 316 SS TIMELINE VERTICAL BAR (MIRROR POLISH FINISH). SEE DETAIL 7&502 316 SS TIMELINE WITH ENGRAVED INTERPRETIVE PLATES (BRUSHED FINISH). AND FRAME (MIRROR POLISH FINISH). SEE DETAIL MSM. SEE DETAILS 6,T&M. LANDSCAPE ARCHffECT WILL PROVIDE DIGITAL ART FILM WITH FINN. ENGRAVING CONTENT AT TIME OF fA&RICATION., —INFILL VENEER PIECEAT END30F WALL ELUSH WITH ADJACENT WALL FACEVENEER. FINISH CH TO F ADJACENT COURSE. llr AIRGAPATALLJOINTS. TYPICAL 612• TYP .:..� SEALED EXPANSION I I .ED EXPAT. PICAL I I ________1_____________1_________ PCCSTEMWALL TOP I 3165TNNLESS STEEL HAWK SILHOUETTE. 1• THICK (MIRROR POLISH FINISH ON AND FOOTING SEE J FACE), EMBED 10 INTO VENEER AND SET WITH WELDED 1• PINS (DRILL AND I I EPDXY), TYPICAL OF T. LANDSCAPE ARCHITECT WILL PROVIDE FINAL DIGITAL ART NORTH ELEVATION OF STORY WALL AT BHMP WEST ELEVATION OF STORY WALL AT BHMP FILES AT TIME OF FABRICATION, AND DIRECT FINAL WALL PLACEMENT IN THE FIELD. (1) MOCKUP REWIRED FOR W4DSCAPE ARCHITECT REVIEW AND APPROVAL. SCALE: M4•=1'V SCALE: 314•=1'L' NOTE: SEE G015 FOR LIMESTONE VENEERSCHEDULE 47 (FRONT) -5000 LIMESTONE WALL CAP URSE"S" IALL SIDES CU . NE FINIS TM -LIMESTONE EER, TYPICAL CUT: BEDFAOE FINISH: SMOOTH -1/4• PARED MORTAR JOI WRH LATICRETE MVI,, COL TO MATCH VENEER. TYPICAL ATALL VENEER JOINTS. LIMESTONE VENEER, TYPICAL CUT: BEDFACE FINISH: NATURAL RED LIMESTONE VENEER. TYPICAL CUT: VEINE FINISH: SPLITFACED LIMESTONE VENEER TYPICAL FINISH: MACHINE SMOOTH CUT:VEINE 1/4' DRAINAGE GAP AT BOTTOM VENEER COURSE, TYPICAL ISI 1_________________a FG MAINTAIN ODAND EXPANSION SEALANT BETWEEN I SEALED EXPANSION BACKER RODANDSEAIMESTONE HINT, TYPICAL 316 SS TIMELINE AND LIMESTONE VENEER TYPICALALL SIDES D PCC STEM WA FOOTING, SEE ETAK &L602 PEDESTRIAN MALL IMPROVEMENTS KYNACII .e.r 01 0412&2017 70% DID 02 OM302017 100%Do 03 1M1620tt W% co 04 1P1M2017 !W% SO 05 lAim1116 BID SET CC�/EWH+IPNISS STORY WALL AT BHMP 16031 12 18249 PM L403 1 MADE .-mvl 1� IRA _ • �00411��I1i/IiIOIIIiIIIpp011yll'IIiIII�FI�I�j �%� � II�IiI III IIIII�Ip jjljllj lWlijjjilljlj�jj11111/,I OIIii IJI�I��4 � I IIII II I II I VJ pull IIIIIOJi ® tea., SEALED EXPANSION I I .ED EXPAT. PICAL I I ________1_____________1_________ PCCSTEMWALL TOP I 3165TNNLESS STEEL HAWK SILHOUETTE. 1• THICK (MIRROR POLISH FINISH ON AND FOOTING SEE J FACE), EMBED 10 INTO VENEER AND SET WITH WELDED 1• PINS (DRILL AND I I EPDXY), TYPICAL OF T. LANDSCAPE ARCHITECT WILL PROVIDE FINAL DIGITAL ART NORTH ELEVATION OF STORY WALL AT BHMP WEST ELEVATION OF STORY WALL AT BHMP FILES AT TIME OF FABRICATION, AND DIRECT FINAL WALL PLACEMENT IN THE FIELD. (1) MOCKUP REWIRED FOR W4DSCAPE ARCHITECT REVIEW AND APPROVAL. SCALE: M4•=1'V SCALE: 314•=1'L' NOTE: SEE G015 FOR LIMESTONE VENEERSCHEDULE 47 (FRONT) -5000 LIMESTONE WALL CAP URSE"S" IALL SIDES CU . NE FINIS TM -LIMESTONE EER, TYPICAL CUT: BEDFAOE FINISH: SMOOTH -1/4• PARED MORTAR JOI WRH LATICRETE MVI,, COL TO MATCH VENEER. TYPICAL ATALL VENEER JOINTS. LIMESTONE VENEER, TYPICAL CUT: BEDFACE FINISH: NATURAL RED LIMESTONE VENEER. TYPICAL CUT: VEINE FINISH: SPLITFACED LIMESTONE VENEER TYPICAL FINISH: MACHINE SMOOTH CUT:VEINE 1/4' DRAINAGE GAP AT BOTTOM VENEER COURSE, TYPICAL ISI 1_________________a FG MAINTAIN ODAND EXPANSION SEALANT BETWEEN I SEALED EXPANSION BACKER RODANDSEAIMESTONE HINT, TYPICAL 316 SS TIMELINE AND LIMESTONE VENEER TYPICALALL SIDES D PCC STEM WA FOOTING, SEE ETAK &L602 PEDESTRIAN MALL IMPROVEMENTS KYNACII .e.r 01 0412&2017 70% DID 02 OM302017 100%Do 03 1M1620tt W% co 04 1P1M2017 !W% SO 05 lAim1116 BID SET CC�/EWH+IPNISS STORY WALL AT BHMP 16031 12 18249 PM L403 FILED VE EE0.5CHCAEt01AE p0qB-6 PM 4:29 SOLID LIMESTONE WALL CAP wlwor VILLI AIT CWNEE, TYPICAL ALL SIDES -+ M07W2.OT 11 CUT: VEINE o- TWEBAO() ,� c.w o -a as as ap c -p TW(BACN) A CITY, 10 1 INFILL VENEER PIECE AT ENDS OF WALL _ FLUSH WITH ADJACENT WALL FACE c� VENEER FINISH TO MATCH ADJACENT VENEER COURSE EDGE FACE. •-w r -p VERTIDI B.P WINE MpiTM JOINT 1GRETE TWE& 77— IRTICRETE W MATCH AT ALLS. RNTS. VENEER TYPICAL AT PII VENEER JOINTS. VERT WINE SEF WALL SECTION c y DETAIL 3IL502 1N'DR"NAGE GAP AT BOTTOM c.w VENEERGWHISE, TYPICAL VERTIC, VEINE SEALED EKPANSIW WT Lccw.TYPIU' 88800 1`N WAS FIG COWILETESTEMWALLAND I -L- --'y LLIMESTONE PLANTER WALL 1r� FOOTING, SEE DETAIL SA002-7 PER PLAN, SEE DETAIL 2150] SEALED EXPANSION JOINT, TYPICAL 3 SOUTHELEVATION OF STORY WALL AT CLINTON STREET SCAL E:314'. i'4T INFILL VENEER PIECE AT ENDS OF WALL, FLUSH WITH ADJACENT WALL FACE VENEER. FINISH TO MATCH ADJACENT VENEER COURSE. IA' AIRGAPATALLJOINTS. TYPICAL - Ts' SOLID LIMESTONE tmlwoT WALL CAP CWRSE. F Ay TYPIC U ALL SIDES SEE WALL SECTION 316 SS TIMELINE FRAME FLUSH WITH END FACE OF WALL. SEE DETAILS 1,811502 IN'RAKED MORTARVEEICI HINT WITH LATICRETE VEINE MIS. COLOR TO MATCH VENEER. TYPICAL AT 114-DRAINAGEGAP AT BOTTOM VENEER COURSE. TYPICAL SEALED ENPINNSION JOINT, TYPICAL CONLRETESTEM fL--Ji WALL AND FOOTING, SEE DETAIL 5R502� I I I LIMESTONEVENEER,TYPICAL CUT: BEDFACE FINISH: NATURALBED VENEER TYPICAL SEALED E%PANSKON ---------_1-----------1 JOINT,TYPICAL �—CONCRETE STEM WALL, SEE DETAIL M 2 I 94 _ 69039 LIMESTONE VENEER, TYPICAL CUT: BEDFACE FINISH: SMOOTH DU=KIl1 MOD bE1 •-w r -p a B.P LIMESTONE VENEER, TYPICAL CUT: WINE FINISH: SPLITFACED t TWE& A Y,B' DRAINAGE GAP AT STEM WALL. TYPICAL SEALED E%PANSKON ---------_1-----------1 JOINT,TYPICAL �—CONCRETE STEM WALL, SEE DETAIL M 2 I 94 w- 69039 BACK) DU=KIl1 MOD bE1 •-w r -p a B.P A -e t TWE& A SOLID LI CURSE eui vE FINISH: LIMEST( e -em- �� xu �• -. iz n+� n. ear—_ CLT: BE FINISR! l_ - LIMEStt _ e e:B FINISH:I A - L CUT V — FINISH:I uMEsrK � 2 v FINIBH:I .wl •-81i - r wi n &u n xvt l� W4 n n+� x nvo x ws - 0-m. Ile RAJ( T RH IA — p R TYP / 1/4'DRI bwt a . eso rr .., ny VFNEEf 681 38 w I I CHI MESTONE WALL CAP . TYPCOYL ALL SIDES INE MOOTN NE VENEER TYPICAL DFADE MOOTH HE VENEER, TYPICAL ATONAL BED HE VENEER. TYPICAL NE WICOTH NE VENEER, TYPICAL NE N'LITFACED DMORTARJOINT TICRETE Wis. O MATCH VENEER. VENEER JaNTS, GAPATBOTTDM COU TYPICAL L------- I I SEALED EJ(PANSIIXJ ----------1-----------------1--------------i---------------1------------------1--------------L------------H Jahr. TTPICFL CONCRETE STEM WALL AND FOOTING. SEE DETAIL MLR# I �1 SOUTH ELEVATION OF STORY WALL AT BHMP 2 EAST ELEVATION OF STORY WALL AT BHMP SCALE:BM' • 1'-0' SCALE' • genus [ landscape alclufects ] 325 EAST 5- STREET DES MOINES, IA 5DM9 T 515 284 1010 W W W.GENUS-LACOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CITY, M 52240 P 319.3351878 CML ENGINEER SHOEMAKER 8 RA43AN0 160 HOLIDAY ROAD CORALVILLE, W SV41 P319351]IW ELECTRICALS TRAFFIC SIGWILPATNIN SRF CONSULTING ONE CARLSON PARKWAY NORTH, Sm 150 MINNEAPOLIS, MN 554414M3 P 161475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 121 E. WASHINGTON STREET, STEL B IOWA CITY, A 522 1`319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MNN STREET SE, STEL 200 MINNEAPOLIS. MN 55114 P 512.339.5958 PEDESTRIAN MULL ERRDVEAQRS IOWA CRY, M w- Oi DU=KIl1 MOD O2 aVWKI11 Imm 03 ta1B201T MCD M 12/2M101T 100%CD OS 0,/16RO1S BID SET CGIEH/RI/33 STORY WALL ELEVATIONS 1Bb11� 1/25^201812:48 PM L404 SOLDIER COURSE, TYP I PAVER TYPEA SEE NAIERNL.S PLANS 911' HERRINGBONE PATTERN. TYP I PAVERTYPE B. BEE MATERIALS PIW75 90•HERRING8ONEPATTERN,IYPI PAVER TYPED, SEE MATERIALS PLANS 90' HERRINGBONE PATTERN, TYP / PAVER TYPE C, SEE MATERIALS PIANS .. 1.1..1.. esf sFli! PA P PAVING AT BHMP (TYP) b FILED 2016 FEB -6 PK 4* 29 CITY CLERK IOWA CITY, 01VA STRECHERCOURSE.TYPI PAVER TYPE A, SEE MATERIALS PIANS RUNNING BOND PATTERN, TYP/ PAVER TYPE A SEE MATERIALS PLANS EDGE GF BULLRING PLAN OF PAVING AT CLINTON STREET (TYP) BONE: ilP.1'V EDGE OF BUILDING 45• HERRINGBONE PATTERN. TYP/ PAVER TYPE A SEE MATERIALS PLANS RUNNING BOND PATTERN, TYP I PAVER TYPE A. SEE MATERIALS PLANS SOLDIER COURSE, TYP / PAVER TYPE A SEE MATERIALS PLANS y �I�221_�I_pHJII!i5!i!15!i!i!�I!i!i�Idl_21_�G CI riIIIIIIIIIIIIIIIIIII�I11�1I11I11,I11l11l1l11��j��j�� _m MATERIALS SAI S RUNNING BOND PAMRN. TYP I 1815111614180201 ORION= Rnnnnunnlmm�nnnnunmmnnnnnnnwn ::�. :�1•SI'� I�.I�.I�L71'� I�.IL:r��.l'SI�.I�AP=.P�� 9�PLAN OF PAVING AT ICPL (TYP) SCALE:=1'4Y genus (IODGSGGDB wdNfech ( 325 EAST 5m STREET DES MOINES, IA 50309 T 515 281 1010 W W W.GENUS-LA.COM ARCHITECT NEl9MNN MONSON ARCHITECTS 221 EAST COLLEGE STREET. STE. 303 IOWA CITY, A52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 8 HkA AND 160 HOLIDAY ROAD OORALVILLE. ASZMI P319351.7150 ElECTWAL 6 TRAFFIC SIGNAMTNNI SRF CONSULTING ONECFRLSONPARKWAYNORTH, STE. 150 MINNEAPOLIS, AN 55"74443 1763.475.0010 STRUCNRALENWNEER RAKER RHODES ENGINEERING 121 E. WASHINGTON STREET. STEL B IOWA CITY, IA 52240 P 319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE 200 MINNEAPOLIS, MN55414 P 612.K95958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA .nr 01 OARSY1017 70% DO 02 0841 t00%DD 00 tMtB'20t7 50%CD N 1Z 17 100%CD 05 IH=?0iS BID SET 1/ 185:10PM L405 Iil 1 1 11111 1 1 1111 11 l 11=1`1 I �IiIIO�I;111',�'y2� I�I�I�I�Ij1 I�i�I�I�I�y`i2lff ��♦ ■ 1111111111p�2 ♦� S`y`yt���`�CC, `�`,� ' S31 S32IIIIIIIIIII,I♦I I♦Y�I�I♦I I♦12—r♦�♦� dllddly%y♦y�y♦ ♦y♦y♦y2QQ=;tyty., NOTE SEE G014 FOR GRANITE SCHEDUMIINOTE SEE G014 FOR GRA 1 1 1 1 1 � ♦ ♦ ♦ ♦ ♦ r ♦ ♦ ♦ 44441 �y y♦�� yty�y�y♦-hyi i 1 1 ► 2 ♦ ♦�♦ ♦ ♦�♦��= ♦� ♦iLy♦y♦y%y III�IIII IIII tytyyits ♦�2I�12�V 2�t �.' PIT IIII .'.: • - I yt AI y e FEB 1 • - ��oJi�i�i�i? 444 III s2y2 ��5�� 2yC �yCy���ycSACKER ROD AND DOW CORNING T5S111111 4,� 1_.!._4. ♦4♦a ♦ :2N'ta r�i�Ay UBRALVAGED PUBLIC LIBRARYSA RARY 32� •- 111111 IIINIWIIIIYIIIIIIIIIIIIIIIIIIBIIgII�y♦�2S Ry SIGN 123 S LINN CITY CLERK 11 111 ■1'1'1.14F1'1'1'lyy N�ryr♦♦ .♦ F4gy •l I♦ ♦ SII♦A��IIIII�111 CIIIII IIIIIIIIIIIIIILIi. Illmlll f 'I :�...: `�. 12�2I�I♦y'�IIIIIIIIIII11 /1411111111'1141r♦I� :CJI 1111111 VED EQUAL, TYPICAL 'OVA CITY, IUVA L�$2 ♦ ♦ �S♦r`a ♦ ♦S_ra..l- 4 1 41444hI�1 !r>%����2yI14441 11 1 Illmll�.n...XF....Nn.nnmmmmOnomHnmmOmmmmEOOmimmOmm '_/!j 'IpII111111111 1!!-�y♦I♦I��IIII/11 1111111 1111111 el �_� ��S "`; I2;yy? y� AIII 11 II 3- FIELDVERIFY L -E S. STEEL FRAME. T,PI YMATCH I'ADJAC N 1'I PIS ADACENTGR%N FILED I I �. ��7� �ilLlmlm_ mLa1_� �P.�L �•J. . �E�•mc�i���i��J� ?�J _'. GRANITE PAVER AT SPLASH PAD SCALE: HALF SIZE 8 9 3718• GRANITE PAVER MLAY BAND, COLOR: MATCH EXISTING FXPOSEO FACE FINISH: MATCH FASTING BOTTOM AND SIDES: SAW CUT INSTALL TOP FLUSH WITH ADJACENT PAVEMENT lie SOSTIK HYDROMENT GROUT HINTS (LIGHT ADMIXTURE BETWEEN LIGHT PAVERS). TYPICAL ZRAN PAVER INLAY RAND, Y: CH EXISTING FACE FINISH: MATCH EXISTING M AND SIDES: SAW CUT SETTING BEDAND JOINT MATERIAL AENT TYPE C. SEE DETAIL 3'L501 4 TOPPING SHIMASNEEDED -PROTECT EXISTING RETAIL ENTRY STRUCTUREANDWATERPROOFING i1GRANITES- STEP AT MERGE ENTRY (OVER STRUCTURE) SCALE:.4'=1'-0• SURFACE MOUNT LIBRARY SIGN AT ICPL STEP WITH (4)1IY0 THREADED ROD ANCHORS AT EACH BASE PLATE (4• EMBED. SET WITH EPDXY) GRANITE STEP, COLOR: RAVEN NOIR EKPOSED FACE FINISH: THERMAL. BOTTOM AND BACK FINISH: MINCUT -PAVEMENT TYPE C. SEE DETAIL 01501 1•MORTARSETDNGSED, SHIMASNEEDED 1?O X W SS DOWEL, 2 PER BLOCK. WITH HILTI Ha-HY200ADHESIVE PCC FOOTING (4.000 PSI) N4 STIRRUPS AT 18• OD, CONTINUOUS GEGTECHNICALREPORT GRANITE STEP AND MERGE AND ICPL ENTRIES 6 SCALE: 314•= 1'-P 1 PLANOFGRANITE PLATFORM AT ICPL ENTRY I GRANITE STEP. COLOR: RAVEN NOIR. EXPOSED FACE FINISH: THERMAL. BOTTOM AND BACK FINISH: SAWCUT PAVEMENT TYPE C. 12' RATTER,ttP 1. SEE DETAIL 311001 R� EO 1• MORTAR SETTING BED. 2 EO SHIM AS NEEDED --- —(1)1rz0X$'-O DIEL. - b y 2 PER SLOCK.WRH HILTI _ -_ °JE%PANSION II 9• I JOINT WITH t2'0X III 'I 1 ] 2PEM BLOCK Vi' OX 1'-0'SS DOWEL AT12.O.CADHESIILTI NVM01T 7" DO SEE DETAIL 01001 ITTHHLTIH _ WRN HILTIHR-HY StO ADHESIVE HR-HY 200 PDHESNE VONS)17 50% ED m IT! T 10• D.C. CONITINUOUS 10 [I- ` THICKENED PCC SLAB AT BUILDING FOUNDATION 0131312018 BID SET T 18.O.C. EACH WAY IL�Ik311rAll�I IN- - - FIELD VERIFY EASTING II 'I FCC FOOTING (4,OOD PSI) n -II I A --,-a—In-ul . BUILDING FOUNDATION LOCATION SO ANDBACKFINISH:SAWCUT 'e•' • -XISTIRRUPS AT 24 YP PLAN, TYP D.C.CONTINUOUS N4AT9' G. C. EACH WAY SKQ I -III IL - .y (- CONTINUOUS -III I e pA(t •PER TOPANDBOT10U3 TOPAND BOITOM b 1'S• AN PCCFOOTING(4.MPSI) 2 SMALL GRANITE P ICPL ENTRY TYPEI DETAIL DETAILR 001 PAVEMENTTYPEC,TYPICAL, 01 NVM01T 7" DO SEE DETAIL 01001 W302017 103% DD 3'iYAT 18' O.C. VONS)17 50% ED m 12/20201% IBM CD GRANITE STEP, TYPICAL 0131312018 BID SET T 18.O.C. EACH WAY OLOR RAVEN NOIR, OSING BAR, TYP OSED FACE FINISH: THERMAL, SO ANDBACKFINISH:SAWCUT VAMIESPER YP PLAN, TYP 1' MOR% ETTING BED, SKQ SHIM AS NE D,TYPICAI- GRANULAR FILL PER DEOTECHNICAL REPORT e pA(t 11Y0X8'SS 2 M BLOCK, WITH b HILTIXIT-HY200AD ,TYPICAL PCCFOOTING(4.MPSI) PAVEMENT TYPE C. TYPIC N1 X 1'-2• AT 18' O.O. SEEE NIM1 DDDEEET�yAI�L BATTE P -���yFJ1J�� E%PANSIONJOINT. SEE DETAIL 1111501 _ Y C LJ�O!(-0 EMBED 6' WITH HILTI HIT42E 300 V3 EPDXY, TYPICAL /1 TERRACE SEATING AT WDF 18.O.C. genus [ landscape architects ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 Ml 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STRIDE r. STE 303 IOWA CRY, A 52240 P319.3387070 CIVIL ENGINEER SHOEMAKER S HAA AND 160 HOLIDAY ROAD CDRALVILLE, N SM41 '30 .351.7150 ELECTRICAL B TRAFRC SIGNALFATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 554474443 P 763A75.DD1O STRUCTURAL ENGINEER RAKER RHODES ENGINEERING IN E. WASHINGTON STREET, STE. B ONVACITY,4ASNQ P 319.333.7650 (1GN71NG DESIGN SCHULERBHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, N 01 NVM01T 7" DO IN W302017 103% DD 03 VONS)17 50% ED m 12/20201% IBM CD 05 0131312018 BID SET BD w.o..m AC r_ CCIEHIPNISS GRANITE DETAILS 10031 IWQ01812:42PM PROTECT EXISTING TRANSFORMEROIL CONTAINMENTTRENCH 4 F Rig SECTION OF SCREEN 1X41PE SCREEN MATERIAL. ALIGN WITH TIP AND BOTTOM OF FRAME, EQUAL SPACING. APPROXIMATELY I2'. TYP 1X41PE SPACER, ATTACH TO SCREEN POST WITH 91610 X 11/4' TYPE F THRFA[ CUTTING SCREW I TORR I FLAT HEAD( 168 SS(FASTENER SUPERSTORE I PART NUMBER: 413145). PRE -DRILL AND COUNTER SINK 1.4' O.C. GALVANRED STEEL 4'%4'X&0'POST WITH 114E CAP PLATE SEAL -WELDED AT TOP TYPE A PAVING SAND, SEE DETAIL 1/1501. VVCHAMFERLONGITUDINALEDGES. INSTALL EXPANSION JOINTS AT POST PENETRATIONS PER DETAIL 1VU531. PL &4X10%10 WITH W4'0 HILTI KWIK BOLT 3 EXPANSION ANCHORS WIDI1 12' PLATE DISTANCE ALL AROUND DEEP EXTEND PCC BAND TO BUILDING WALL, INSTALL EXPANSION JOINT PER DETAIL 11&501 BUILDING WALL TYP EXISTING TRANSFORMER CONTAINMENT AREA or -MA L C ll PLANTING AREA PER PAN -- --J I 7'-5.00. j E I 1 O� POWER PEDESTAL PER PLAN m..w.. N � O or -MA L C ll PLANTING AREA PER PAN -- --J I 7'-5.00. j E I TYPE APAVEMENT MMNTENANCEBANDWITR SEALED EXPANSION JOINT AT WALL VENEER, TYPICAL, SEE 1LW1 PROTECT EXISTING TRANSFORMER OIL CONTAINMENT TRENCH ROCK AND LINER I----= 1YA IPE GREEN MATERIAL. ALIGN WITH TAN OZT FFRAME EWA SpACIN APP O MATELY 1l2. TYP +r i. GALVANIZED STEEL 40WX318'POST WITH 114- CAP PLATE SERI-WELDEDATTOP 1�THER j'f SGREEN POST WITH 915-10X1 I' E CUTTING SCRE'I genus II OIChIiBC/5� 325 EAST 5- STREET DES MOINES, IA 50309 T 515 2B1 1010 WWW.GE US-LA.COM m..w.. IOWA CITY IA I I •, II FLAT HEAD 1168 SS(FASTENER ARCHITECT O " CIT 1 3 AtLQpS REi BART NUMBER: 413145). PRE -DRILL N. ARCHITECTS 114- SCREW/TORR 1tl r1TY 221E AST COLLEGE STREET, SIE. 310 221 EAT COLLEGE 01 &4 ..DO 01 Ml2&201T TODD O VV 'pL 3.4'1LD 'BHILTIKWIKBOLT3 IOWAGiY'IA 57140 T 1X41PE SCREEN MATERU . ALIGN WITH EXPA ANCHORS WITH 112 PLATE DISTANCE P319,3387878 TIP AND BOTTOM OF FRAME, EQUAL SPACING, APPROXIMATELY 14E. TYP ROUND (5' MIN. EMBEDMENT)_ ADD ACORN 11/4' SS WOOD SCREWS, 11Q' SPACING O.C., 1'TYF NUT ON TOP OF EACH ANCHOR TO FINISH. CIVIL ENGINEER EXTEND BHMP STORY WALL PCC STEM 2' WE I I SHOEMAKER S HSSOWG WALL TO SUPPORTWESTSCREENPOST, 1 GALVAP POST WITH STEESE 16' WIDE TYPEA PAVING BAND. SEE DETAIL iW HOLIDAY ROAD SEE DETAIL MT502. SEE DETAIL 9S5W FOR 1&501. ALIGN EDGE OF FCC &IND WITH END CARALVILLE, ASU41 REINFORCING AT STEM WALL CORNER. • OF STORY WALL AT BHMP. INSTALL P319.351.715) 1 DISTANCE ALL AROUND IF MIN. EMBEDMENT). ADD ACORN NUT ON TOP OF EACH ANCHOR TO FINISH. EXPANSION JOINT PER DETAIL I VLWI CCIEN/PN/35 EXTENDBHMPSTORYWALL T ,• INS T ANSION JOINT PER DETAIL 111501 SPREAD FOOTING AT SCREEN POST ' 682.76 / I PAVEMENT – ELECTRICAL A7MFFlL SIGNALITATION FOOTING. SEE DETAIL &1.502. INSTALLEXPANSION JOINTS AT POST SIRE CONSULTING PENETRATIONS PER DETML 11&501 – _ ONE CARLSLNI PARKWAY NORTH, EXTEND BHMP STORY WALL PCC STEM WALL SCREEN DETAILS STE. IN POST. SEE DETAIL 4L502. SEE DETAIL 55502 MINNEAPOLIS, MN 550474443 ..6, P783.4M.0010 IGHT PER PLAN 1.4Y 1'4)" ENGINEER L407 RAKER RHODES ENGINEERING RAKER 722 E. WASHINGTON STREET, $TE. B IOWA CITY, IA 52240 P319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE,STE. 210 MINNEAPOLIS, MN 55/14 rb•O.c. TTyp P812.339.59% 1' TYP �I■7 —1 Ifi �� ��I�� �L��L �i�Y®� :� •• � .�� � ,Y Lam. 10.0 X T-0' DEEP PCC PIER FOOTING. SEE DETML 1140] ELEVATION OF SCREEN LOOKING SOUTH SCALE:,'=1'4Y �.� PEDESTRIAN MA111MPROVEMENTS IOWA CITY IA I I •, 1X41PE SPACER BEHIND SCREEN MATERIAL, ATTACH TO SCREEN POST WITH 916-10 X 1 ( 114- SCREW/TORR IFLAT HEA IIS-8SHREkD (FASTEUTTING (FIAT HEAD/ 13855 (FASTENER 01 &4 ..DO 01 Ml2&201T TODD I SUPERSTORE( PART COUNTER SIN 413145). PRE-DRILLAND GAUNTER BINK I'd"O.C. T 1X41PE SCREEN MATERU . ALIGN WITH 02 0&342017 10091 DO 03 1918=i7 MOD TIP AND BOTTOM OF FRAME, EQUAL SPACING, APPROXIMATELY 14E. TYP 11/4' SS WOOD SCREWS, 11Q' SPACING O.C., W 1PJ242017 1W40D PRE -DRILL AND COUNTER SINK TYP 05 012 15 BID SET GALVAP POST WITH STEESE T ,• PLA L-WEI.X&5' IME CAP PLATE SEA�WElDEO AT TOP PL &4•XIOXID WITH &4"G HILTI KWIK BOLT 3 • EXPANSION ANCHORS WITH 1112"PLATE 1 DISTANCE ALL AROUND IF MIN. EMBEDMENT). ADD ACORN NUT ON TOP OF EACH ANCHOR TO FINISH. SO AC CCIEN/PN/35 D PCC BAND TO STORYWALL AT BHMP, T ,• INS T ANSION JOINT PER DETAIL 111501 ' 682.76 / I PAVEMENT TYPEA PAVING BAND, SEE DETAIL ill- /LINSTAL INSTALLEXPANSION JOINTS AT POST PENETRATIONS PER DETML 11&501 EXTEND BHMP STORY WALL PCC STEM WALL SCREEN DETAILS AND SPREAD FOOTING TO SUPPORT SCREEN POST. SEE DETAIL 4L502. SEE DETAIL 55502 •"� FOR REINFORCING AT STEM WALL CORNER. 1fip34 12N2010 B:52AM L407 WASHINGTON STREET -6 PM I ' I-al-=n=Rn= J6.=.11=11 I— 1=11 11 J1 -1f ._HIM. -9- — It=yl1 111111 ISI [� FOR REFERENCE ONLY, SEE S105 FOR MODIFICATIONS TO VAULT EXISTING CONDITIONS: GEOFOAM INFILL 1. IN ORDER FOR THE GE0.FOAM BLOCKS TO BE INSTALLED WITH THE LID STILL ON, R IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE THE ROOF IS PROPERLY SUPPORTED AT ALL TIMES. 2. THE BLOCKS MUST BE INSTALLED AS RECOMMENDED BY THE MANUFACTURER AS TO MINIMIZE GAPS AND POSSIBILITY OF MOVEMENT. 3, ONCE THE GEO-FOAM BLOCKS ARE INSTALLED THE FLOWABLE FILL FROM GRID 5 NORTH CAN BE INSTALLED. A SEPARATION FABRIC OR PLYWOOD SHOULD BE PUT IN PLACE BETWEEN THE FOAM AND MORTAR TO MINIMIZE SEEPAGE ( VERIFY WITH GEO-FOAM MANUFACTURER BEST PRODUCT FOR THIS USE. 4. IFA MATERIAL IS REQUIRED TO FILL VOIDS TO THE UNDERSIDE OF THE FASTING LID ONCE GEO-FOAM IS INSTALLED THEN PLEASE VERIFY WITH THE GEOFOAM MANUFACTURER THE BEST PRODUCT FOR THIS. VERIFY WITH ENGINEER THE AMOUNT OF MATERIAL REWIRED TO BE ADDED ATOP THE GEO�FOAM PRIOR TO INSTALLATION. ® FLOWABLE FILL 1. FLOVI B FILL SHOULD BE INSTALLEDATA MAXIMUM OF 2' -0 -LIFTS 2. VENT HOLES SHOULD BE DRILLED IN THE EXISTING LID SLAB AS NECESSARY TOALLOW FLOWABLE TO FILL BETWEEN MISTING ROOF FRAMING, ROCK BACKFILL BE 1. THEROCKMCKFILLANDFLOWMLECANBEINSTALLEDINSHIFTS S FOLLOW,REOUCINGANEEDFORASEPARATIONWALL. A. I NSTALLA 2-3" LIFT OF ROCK. B. INSTALLAZ'-0UFTOF FLOWABLE(MU HELP SUPPO ROCK). C. REPEATUNRLYWHFVEREACHEDTHEREQUI HEIGHT. 5 -MATCH LINE 11 y I I MATCH LINE JEFFERSON BUILDING VAULT ABANDONMENT TSCALE: 1/4'=1'-0' (1 5 genus [ landscape architects ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 234 1010 W W W.GENUS-LA.COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 EASTCOUEGESTREET, STE. 303 IOWA CITY, IA 52240 P319.3387878 CML ENGINEER SHOEMAKER&HA4IAND 160 HOLIDAY ROAD CORALVILLE, IA 51241 '319.351]150 ELECTRICAL&TRAFFIC SIGNALPATI01 SRF CONSULTING ONE WILSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, AN 5547i 13 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CRY, 852240 P319,333.7M LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, M. 210 MINNEAPOLIS, MN 55414 P 612.3385958 PEDESTRIAN MALL IMPROVEMENTS IOW IIY,M 01 01/2&2017 TIM GO 02 0&3012017 10096DD 03 101184 1T 51 04 12/142017 100%CD 05 D1/e612018 BID SET JEFFERSON BUILDING VAULT AS -BUILT ,box 1RM20186:19 PM BLSW BIKE LANE SYMBOL ARROW HITE) 3 srwLE: ve• = ro IN LINE IN m U 0 0 m 0 ?0+21 zr ku '21 w 03 1a1NN1T MIND GO PROPOSEDPROFILE +2120.2017 l"CO OS 01l 18 BID SET _ + AC STARM74.OB _ ELEV:885.8] q5. 9 ST�33 ELEV. .4a ELEV.fiB6.31 I EMSTINO PROFILE d 8A ,�jY"uf ¢ O 21W0 CLINTON STREET PROFILE BCaIE 1•=1p-0' FILED 2016 FEB —6 PM 4: 29 CIT Y CLERK IOWA CITY, IOVIA UA31.30.11 D. 685.13 genus f IODCfC431pe =FNtecn 325 EAST 5- STREET DES MOINES, IA 50309 T 515 466 1010 W W W.GENUS- A.COM ARCHITECT NEUMANNMONSONARCHRECTS 711 EAST COLLEGE STREET, STE. 303 IOWA DRY, A 52240 P 319.3381616 CIVIL ENGINEER SHOEMAKER 6 HAAIAND 160 HOUDAY ROAD CORALVIIlE, N 52241 P 319.3511150 ELECTRICAL 8 TRAFFIC BIGAALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE I50 MINNEAPOLIS, MN 554414443 P ]63415.0010 STRUCNRALENGINEER RIVER RHODES ENGINEERING 142 E. WASHINGTON STREET, STE. 6 IOWA CITY, IA 52340 P 319.333.7650 LIGHTING DESIGN SCHULER S400K 219 MAIN STREET BE, STE, 200 MINNEAPOLIS, MN 55414 P 6123%.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, N Ot O4IES V m GO 02 (GwK17 1003L00 03 1a1NN1T MIND GO 04 +2120.2017 l"CO OS 01l 18 BID SET BID + AC OCIEHIPHISS CLINTON STREET PLAN AND PROFILE 16034 11 184:31 PIA L409 T-7 L s ] landscape architects ] 325 EAST 5TH STREET LIMESTONE PLNN� 7 T 515 284 1010 SEE DETAIL �LSW W W W.GENUS-LA.COM II DETAIL n5DI K I NEUMANN MONSON ARCHITECTS BW IOWA CITY, IA 52240 • I`1 I I • • SEE DETAIL MWI •-� I I- I • r. 1�1 I 1 1, SJON JOINT 160 HOLIDAY ROAD ELEVATION OF STAGE LOOKING WEST 67813 P 319.351.1150 ELEVATION OF STAGE L66KING SOUTH IE SCALE: 1/4'=1'd' ELECTRICAL 8 TRAFFIC SIGNAIIIATION i 2 SCALE tl4'=1'3' O STE. 150 PCC BAND MINNEAPOLIS, MN 554474443 P763.475.0010 601.56 P RAKER RHODES ENGINEERING &TCHAMFERATBBt.56 IOWA CRY, IA 52240 IT • 1 �l PCCBANDATUNRPAVE . SEE DETAIL WL410 TW / EXPOSED EDGE TW P 612.339.5956 nwnnllnnllnnn�nNil� nnnmm emm�n� nem® l mm�A nnnnmmnwm nnenN • &4 -CHAMFER AT SION4 1I1I1I1I111I1I1I1I1I1I4 LIMESTONEPI-ANTER WALL, 660.50 EXPOSED EDGE �1�1�1�1�1�1�1�1�1�1�1�lS all I e 3 .9 = • •oil .. 0 mom m, ! i441i1ilililili441i1A,' �, EXPANSION JOINT, TYP 9 1111111111111111111111 11111111111• � � � •1 1111111 1111111�11111111111111.1� Ii111111111111dryy — PAVEMIENT TYPE IA ®• II 61 1111111=Iii1,1,1144N1E14'� 11 SEE DETAIL WMI .. 1 WIN •!•i•� 111111111111111111111111111 1110 i 11. 11 ..1... STAGE Ill.11 ry, 1 III1I 111111, ,111 I1 I1I1 I 1'29 �IPPI ill 4 678.73 078.73 $ . TOF T-7 RAISED PCC BAND AT UNIT PAVERS B scuE:'_7 _7 &A' CHAMFER, ALL EDGES SODS!) TC RAISED PCC HAND PAVEMENTTYPEC,TYP SEE DETAIL& 1 EXPANSION JOINT =m11IIp Q i ARM011�I Z e'e 1.3' t127 PA X PAVEMM4N6 DDWEL O.C.. TYP ENT TYPETYP BEE DETAIL 51.501l, 7 L s ] landscape architects ] 325 EAST 5TH STREET LIMESTONE PLNN� 7 T 515 284 1010 SEE DETAIL �LSW W W W.GENUS-LA.COM II DETAIL n5DI K I NEUMANN MONSON ARCHITECTS BW IOWA CITY, IA 52240 • I`1 I I • • SEE DETAIL MWI •-� I I- I • r. 1�1 I 1 1, SJON JOINT 160 HOLIDAY ROAD ELEVATION OF STAGE LOOKING WEST 67813 P 319.351.1150 ELEVATION OF STAGE L66KING SOUTH IE SCALE: 1/4'=1'd' ELECTRICAL 8 TRAFFIC SIGNAIIIATION i 2 SCALE tl4'=1'3' O STE. 150 PCC BAND MINNEAPOLIS, MN 554474443 P763.475.0010 601.56 P RAKER RHODES ENGINEERING &TCHAMFERATBBt.56 IOWA CRY, IA 52240 IT • 1 �l PCCBANDATUNRPAVE . SEE DETAIL WL410 TW / EXPOSED EDGE TW P 612.339.5956 LIMESTONEWALLBEYOND &4 -CHAMFER AT SION4 / LIMESTONEPI-ANTER WALL, 660.50 EXPOSED EDGE E TC .9 PCC BAND .. 0 mom BW EXPANSION JOINT, TYP 9 — PAVEMIENT TYPE IA SEE DETAIL WMI EXPANSION JOINT 4 678.73 078.73 $ . TOF TDF TOP ...4 II�II T—IL1—� dill RAISED PCC BAND AT LIMESTONE WALL /�1 RAISED PCC BAND AT STAGE 8 SGM.E:1'=1'-0' a SC41LE:1'=1'-0' RAISED PCC BAND AT UNIT PAVERS B scuE:'_7 _7 &A' CHAMFER, ALL EDGES SODS!) TC RAISED PCC HAND PAVEMENTTYPEC,TYP SEE DETAIL& 1 EXPANSION JOINT =m11IIp Q i ARM011�I Z e'e 1.3' t127 PA X PAVEMM4N6 DDWEL O.C.. TYP ENT TYPETYP BEE DETAIL 51.501l, 7 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, W aria• 01 04RS2017 I DD 02 0&362017 10096 DO 0.i 1&16201? 50%CD 0a imKin nT ii 0 w 0.5 01202018 BID SET BD w...�. AC w COIEH/PNISS tsa94 125'20109:14 PM L410 genus ] landscape architects ] 325 EAST 5TH STREET LIMESTONE PLNN� i T 515 284 1010 SEE DETAIL �LSW W W W.GENUS-LA.COM „SEE DETAIL n5DI ARCHffECT NEUMANN MONSON ARCHITECTS BW IOWA CITY, IA 52240 • I`1 I I • • SEE DETAIL MWI •-� I I- I • r. 1�1 I 1 1, SJON JOINT 160 HOLIDAY ROAD 67813 P 319.351.1150 TOP IE ELECTRICAL 8 TRAFFIC SIGNAIIIATION i SRF CONSULTING O STE. 150 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, W aria• 01 04RS2017 I DD 02 0&362017 10096 DO 0.i 1&16201? 50%CD 0a imKin nT ii 0 w 0.5 01202018 BID SET BD w...�. AC w COIEH/PNISS tsa94 125'20109:14 PM L410 genus ] landscape architects ] 325 EAST 5TH STREET DESMOINES, IA 50309 i T 515 284 1010 SIM W W W.GENUS-LA.COM 29 ARCHffECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 319 3387878 CIVIL ENGINEER SHOEMAKER S HA41ANG 160 HOLIDAY ROAD CORALVILLE, lA 52241 P 319.351.1150 ELECTRICAL 8 TRAFFIC SIGNAIIIATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CRY, IA 52240 IT • 1 31 PGHTINGDES MGHIINGDESIGN RSHOOK 219 MAI 219 MAIN STREET SE, STE. 2W MINNEAPOLIS, MN 55414 P 612.339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, W aria• 01 04RS2017 I DD 02 0&362017 10096 DO 0.i 1&16201? 50%CD 0a imKin nT ii 0 w 0.5 01202018 BID SET BD w...�. AC w COIEH/PNISS tsa94 125'20109:14 PM L410 PAVEMENT TYPE G SEE DETAIL M501 PCC SURROUND, INTEGRAL COLORED, SEE SHEET 1401 EXPANSION JOINT (EJ) SCALE: HALF SIZE UNILOCK 5 CM PAVER. SEE MATERIALS PIAN FOR TYPE, COLOR. FINISH AND PATTERN SAND TO LEVEL AT EXISTING TOPPING SLAB PROTECT EXISTING CONCRETE TOPPING EXISTING STRUMPAL SLAB AT MERGE E LSEMENT PAVEMENT TYPE E MERGE BASEMENT 5 sCALE: r_r 4�IIIIII��� 1? DOW CORNING 756 SMS BUILDING SEALANT. LIMESTONE COLOR TOP OF CONCRETE PAVEMENT —X� a a A ' EXPANSION JOINT FILLER . TOP OF CONCRETE PAVEMENT NOTE: < E A d EXPANSION JOINTS NOT TO EXCEED G ' 3l SPACING IN CONCRETE WALKS a HNNMER MM 4*Xr PAVER SEEi AND WHERE INDICATED ON PLANS. EXPANSION JOINT (EJ) SCALE: HALF SIZE UNILOCK 5 CM PAVER. SEE MATERIALS PIAN FOR TYPE, COLOR. FINISH AND PATTERN SAND TO LEVEL AT EXISTING TOPPING SLAB PROTECT EXISTING CONCRETE TOPPING EXISTING STRUMPAL SLAB AT MERGE E LSEMENT PAVEMENT TYPE E MERGE BASEMENT 5 sCALE: r_r 4�IIIIII��� PAVEMENT TYPE 1. l TOP OF CONCRETE PAVEMENT MEDUAll HNNMER MM 4*Xr PAVER SEEi / ............%//.//. 1 1 1r1�i I 1DOWELED, SEILALED EXPANSION FNUSHANDPAT7tRN,+1 %%IY//.Y//I/�Y/. WITH V� LONG X I IW DA 1r1 /`�I}1 iAA'1�1 }31 /JOINT .�tl• G%%%f%u%%i% ASPHALT �c s�! �i`�F��a w1: . .w . WATERPROOFING, SEE SHEETCM SEE SHEET $101 AND SHEETFORTOSELEVATIONS TRENCH DRAIN WDF 15 SCALE: 1•=1'_B WA CLE 10 f1A CiT-Y, PGG RDOT C3) WITH LIGHT BROOM FINISH MOT GRADI N14 - MODIFIED SUB BASE 7 PREPARED SUBGMUE, PROOF ROLLED, SCARIFIED AND RECOMPACTED T095% STANDARD PROCTOR DENSITY (ASTM D69K PAVEMENT TYPE B 2 SCALE: 1'=1'-0• genus [ landscape o7chifeck ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 AR ;CT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 319.3337070 CML ENGINEER SHOEMAKERSHA4IAND 130 HOLIDAY ROAD CORALVILLE, N 52241 P 3193517150 ELECTRICAL 8 TRAFFIC SHiNALNATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 55W74443 P 763.4750010 STRUCTURAL ENGINEER RAKER MODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CRY, 852240 P 319.333.7850 LNRITING DESIGN SCHULER SHOOK 219 MAN STREET SUTE. 200 MINNEAPOLIS, MN 55714 P612.339.5955 PEDESTRIAN MAllIMPROVEMENTS IOWA CITY, A 01 "IM1401T 70% DO 02 0M30ROiT 100%1%1 03 1011 B17 m%CD 04 12J20P017 100Y. CD OS 0112&2018 BID SET SO AC CCIEHIPNISS SITE DETAILS tm34 12820181:55 PM L501 / ............%//.//. II go R*nMW %%IY//.Y//I/�Y/. / .�tl• ty / 1 / • fy • ..rii • f�,u1r �,,.1 ISI' , .B - Mal � •moi �yy+7'y FI A' �� I • 111w 111. N'�1 • I 1_1_1.1 1'`•ic�� MT iii i I�=f�f_fs� �`'i 1J� 1 � �: IIP11A1� � r 15 ® O 2 i VO rz" v/ Irl Ii - x1111111111 /1 FI111111' 11•�F�'`.3'1.-;1-� �1'1IRON fIf F� 11f�1l 111♦111111 - IF. x171=.�1 /II f111f 111 f11 If�f111'1� ' M. C ����E•.N�� - - f N O r O V, FIN IM W/M Iffil ON IN M MW 125511 r1/ Q�k. 1111'1• ♦fI� II FII• wT.h,v I � 1 I'1 1 • ':IIIIIIII F• - � it 1'II II Ff 111._111. 1 1 1/ 1 1 •IIF 1 1 1 F 1 -1`- X 1 1 1 1 1 1 genus [ landscape o7chifeck ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 AR ;CT NEUMANN MONSON ARCHITECTS 221 FAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52240 P 319.3337070 CML ENGINEER SHOEMAKERSHA4IAND 130 HOLIDAY ROAD CORALVILLE, N 52241 P 3193517150 ELECTRICAL 8 TRAFFIC SHiNALNATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 55W74443 P 763.4750010 STRUCTURAL ENGINEER RAKER MODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CRY, 852240 P 319.333.7850 LNRITING DESIGN SCHULER SHOOK 219 MAN STREET SUTE. 200 MINNEAPOLIS, MN 55714 P612.339.5955 PEDESTRIAN MAllIMPROVEMENTS IOWA CITY, A 01 "IM1401T 70% DO 02 0M30ROiT 100%1%1 03 1011 B17 m%CD 04 12J20P017 100Y. CD OS 0112&2018 BID SET SO AC CCIEHIPNISS SITE DETAILS tm34 12820181:55 PM L501 SOLID ANAMOSA LIMESTONE CAP. SLOPE TOP TO ORAIN(1S• PER FOOT) FINISH -- 0 691 0000/ 316 TW (FRONT) RUSHED �j/� FINISSH,SLUSH WITH LIMESTONE B'CMUWALLWITH PANELS WITH 1/4' EXPANSION JOINT WITH NS ®1'd• O.C. SOLID UUMOSA CAP FACEAND SECURE WITH I• WELDED LIMESTONE LIMESTONE CAP, SS THREADED ROD DOWEL, 12'0X1' SIDES, SEE DETAIL 61502. SS PINS. DRILL AND EPDXY SLOPE TOP TO DRAIN 31655 HAWK SILHOUETE, 314' THICK BEAM WITH(2)N SS THREADED ROD DOWEL, 102'0 X 6' @ (118•PER FOOT) CIXR.ATTOPOF EMBED 114- INTO VENEER AND SET WITH T OG, WITH HILT( HIT-HY 200 ADHESIVE FULL COURSE BOND E9R:M�.CNINE �.¢lpfILl.. AND 3/4• SLEEVE IN LIMESTONE WALL &FAM WITH (�)1L{CENT. IATICRETE WIS. COLOR TO MATCH I NN HB STONE ANCHOR TYP FULL COURSE BOND AT TOP OF OC N�ZL � WALL, 2' CONCRETE BEAM WITH (2) IS CONT. 5•CMU WALL WITH N5 ®1'A' O.C. NEMA 3R ENCLOSURE, SEE E5105 IS VERTICAL DOWEL 841'W O.O. CENTERED IN WALL, Y CONCRETE EMBEDMENT PAVEMENT TYPE A MAINTENANCE PROTECTUOSTING TRANSFORMER OIL CONTAINMENT TRENCH ROCK AND LINER 68203 TOP EXTEND PCC STEM WALL TO SUPPORT SCREEN POST, SEE UOT1 SEE DETAIL SIS503 FOR REINFORCING AT STEM WALL CORNER. EXTEND PCC SPREAD DRAIN TILE IN IDOT POROUS BACKFILL, SEE C121 -Cl 25 CUT TOP CMU 316 SS TIMELINE INTERPRETIVE PLATES FINISH AND FRAME, SET BETWEEN VENEER B'CMUWALLWITH PANELS WITH 1/4' EXPANSION JOINT WITH NS ®1'd• O.C. SACKER ROD AND SEALANT, TYPICAL ALL SS THREADED ROD DOWEL, 12'0X1' SIDES, SEE DETAIL 61502. FULL COURSE BOND 31655 HAWK SILHOUETE, 314' THICK BEAM WITH(2)N (MIRROR POLISH FINISH ON FACE), CIXR.ATTOPOF EMBED 114- INTO VENEER AND SET WITH PCC STEM WALL, 1• WELDED SS PINS, DRIMAND EPDXY, E9R:M�.CNINE �.¢lpfILl.. TAP ORTARJOINTWITH IS VERTICAL DOWEL IATICRETE WIS. COLOR TO MATCH 1'd• O.C. CENTERED IN VENEER TYPICAL AT ALL VENEER WALL, 2' CONCRETE JOINTS. EMBEDMENT BASEVENEER FGVARIES SEE L105 SEALED ION JOINT, TYPICAL PCC STEM WALL N CON INUOUSGI-O.C. FAC N as 1'60 C. TOP AND BOTTOM N DOWELS @ 1' O.C. EACH FACE WITH STANDARD HOOK IS CONTINUOUS @ V 00. TOPANDBOTTOM SECTION OF STORY WALL AT BHMP FINISH /a�. / BOTTOM: SCUT, W CUT FlNSH L• d ". ac:3.4•=r6 ALE •"F "'rw_ SS THREADED ROD DOWEL, 12'0X1' HOLT LOGATIONSTO '3T BC4T LOGTK#S TO NJIDSIOE MTE60N HOLD FRIXTTFIATES ON .12 01252018 BIDSET 316 SS FRAME: 312•X12' THICK TDPVIEW 1 �It���'ipT.(E(LL�Q�66g$GGE��NGGjQQI��O��TCH, is 01 SOLID BAR, MIRROR POLISH FINISH E9R:M�.CNINE �.¢lpfILl.. 316 SS ENGRAVED INTERPRETIVE SHED PLATE:ISH.] 5/8'X1 FOR 1116 BRUSHED FINISH. ALLOW FOR ICK, AIRGAPS ANCHOR LOCATIONS BETWEEN PLATES AND FRAME, ���— 1S' EWES, TYPI—.I(PIRALL OUTSIDE CAL TYPICAL. PROVIDE REMOVABLE, 3 TAMPER-RESITANT BOLTS TO ATTACH PLATES TO CHANNEL. LAN WCARE.iB ARCHITECT WILL PROVIDE DIGITAL MT FILES WITH FINAL ENGRAVMG ,® CCHANNEL FOR CONTENT AT TIME OF FABRICATION. MOUNTING 316SSFRAME: 312•XIITTHICK :49 TIMEUNETOCMU SOLID BAR, MIRROR POLISH FINISH CORE WALL 31 -'JSMITTAL REQUIREMENT NOTES 3E CRTRACTR SHALL PROVIDE SHOP DRAWINGS F ALL 316 SS TIMELINE COMPONENTS FOR REVIEW WD APPROVAL BY THE LANDSCAPE ARCHITECT PRIM ) FABRICATM. SHOP DRAWINGS SHALL INCLUDE ETAILED DIMENSIONS, FINISHES, HARDWARE, AND TERPRETIVE PLATE ENGRAVING TO MEET DESIGN TENT SHOWN IN THE CONTRACT DRAWINGS. 316 SS FRAME: 3112'X1' THICK SOLID BAR MIRROR POLISH FINISH TIME LINE INTERPRETIVE PANEL AT VERTICAL BAR(2) 7 SCALE:NOTTOSCALE DRAIN ALIGN OUTSIDE FACES OF PLANTER WALL LIMESTONE BLOCKS. TYPICAL PLATES 3 FILL JOINT WITH BACKER ROD AND SEALANT. ALIGN FACE OF LIMESTONE WALL, TYP SEEGO15FMLIMESTME VENEER SCHEOU JE 6920] TW (FRONT) —310 55 LETTERS, 1/2'X6', BRUSHED FINISH, SEF FLUSH WITH LIMESTONE CAP FACE AND SECURE WITH 1• WELDED SS PINS, DRILL AND EPDXY —NN HB STONE ANCHOR, TYP AND 314' SLEEVE IN LIMESTONE WALL —TANAM ISA LIMESTONE VENEER, N-1/4' OFFSET AT FACE, 2- AIR GAP BEHIN — 1IT HIGH LETTERS.ENGRA NVENEER. 1/B'DEEP(SAN E2/L903 114- RAKED AR JOINT WITH IATICRETE -MVIS, TO MATCH VENEER. TYPICAL AL VENEERJOINM. FILL TAIR GAP WITH MORTAR AND PROVIDE 114• DRAINAGE GAP AT BASE VENEER COURSE. TYPICAL FG VARIES SEE L101 —PAVEMENTTYPE C, SEE DETAIL 31 K 1 —SEALE) EXPANSION JOINT, TYPICAL —PCC STEM WALL —N CONTINUOUS. V O.C. EACH FACE —N C 1'44. O C. TOP AND BOTTOM —N DOWELS P$1O.C. EACH FACE WITH STANDARD HOOK —N CONTINUOUS 01' 0D. TOP: VEINE CUT, SMOOTH FINISH OM I ENDS: SAW CUT FINISH12.0x1'6 STAIN EEL THREADED RW INSTALLED IN EXISTING PLANTER /•(ACLS). PLvwx1'-0• W/ 11TO STAINLESS STEEL THREADED ROD IN 3/4.0 SLEEVE W/ HILT HIT-HY 200 ADHESIVE, SEE DETAIL 51502 12'0 x 1'-2' STAINLESS STEEL THREADED ROD DOWEL AT 2' O.C. WITH HIE R HIT-HY 200 ADHESIVE 5 3/4.0 SLEEVE IN LIMESTONE, (ADD NEW IF NOT CURRENTLY INSTALLED IN EXISTING PLANTER WALLS). 21/4' FINISH /a�. / BOTTOM: SCUT, W CUT FlNSH L• d ". L E D •"F "'rw_ SS THREADED ROD DOWEL, 12'0X1' �•.,i'. Y O.C. WITH HILT HIT41Y 200 ADHESIVE 12262011 I" ED D -6 PM 4: 29 01252018 BIDSET N CONTINUOUS. @ 1T O.C. EACH FACE TDPVIEW 1 �It���'ipT.(E(LL�Q�66g$GGE��NGGjQQI��O��TCH, is 01 2• E9R:M�.CNINE �.¢lpfILl.. 1l4•JOINT FILL WITH BACKER OFLI LIMESTONE Cµ FACE RB,, TYP SKATE DETERRENT A SCALE: NOT TO SCPIE 1-0• PAVEMENT TYPE O. SEEDETAIL31501 ���— 1S' EWES, TYPI—.I(PIRALL OUTSIDE CAL LIMESTONE BENCH SCALE: 3/4•=1'6 SEE G011-6013 FOR LIMESTONE WALL SCHEDULE. SEE 6nS502 FOR STEPPED FOOTING WHERE TOP OF FOOTING VARIES IN HEIGHT GREATER THAN W BETWEEN LIMESTONE PIECES. SEE 16'5502 FOR ADJUSTED FOOTING WHERETRR FOOTING VARIES IN HEIGHT LESS THAN B' BETWEEN LIMESTONE PIECES. SEE 50SW2 FOR REINFORCEMENTAT CORNERS OF FWTNG. TYP TYP \LPL3IBXJx1'-0(90°ANGLE) NZ'BARSQ I'O.C. VIM 1 NRSHRINKGROUT \V\ - STANDARD NOOKS IFPAVING —� S BED AS NEEDED FC 12.0 STAINLESS STEEL SUB STAB ISINCMTACT WITH _ _ �� Tq WALL L ING THREADED RO0 IN 314.0 WALL FOOTING III - SLEEVE=1010UBLENUTS pS AT 1TO.C. EACH WAY L_ AN016 X 2- WASHER WITH MILT HR-HY 200 ADHESIVE LIMESTONE PLANTER DRAIN TILE IN TWT POROUS WALL PER PLAN PL3'8xU1'HD 2' 8• BACKFILL,SEEC121L125 ISOMETRIC OF LIMESTONE PLANTER WALL CONNECTIONS 4 SCALE:M4•=1'6 LIMESTONE PLANTER WALL 2 SCALE: SI =1'-0' genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, V, 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEIALANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CRY, IA 52240 P 319.3361978 CIVIL ENGINEER SHOEMAKER&RIVIAND 160 HOLIDAY ROAD CORALVILLE,AM41 P 319.351.11 W ELECTRICAL A TRAFFIC SIGNALIZAT10N SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE IW MINNEAPOLIS, MN 55441MM3 P 183.415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 52240 PM9.3331850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE 200 MINNEAPOLIS, MN55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY,A FINISH /a�. / BOTTOM: SCUT, W CUT FlNSH L• d ". \ PLANTING AREA, TYP •"F "'rw_ SS THREADED ROD DOWEL, 12'0X1' �•.,i'. Y O.C. WITH HILT HIT41Y 200 ADHESIVE 12262011 I" ED AND 3MV SLEEVE IN LIMESTONE WALL 01252018 BIDSET N CONTINUOUS. @ 1T O.C. EACH FACE 1'# '.:,r.;:• .• .. N VERTICAL,@ IT OC, EACH FACE LIMESTONE BENCH SCALE: 3/4•=1'6 SEE G011-6013 FOR LIMESTONE WALL SCHEDULE. SEE 6nS502 FOR STEPPED FOOTING WHERE TOP OF FOOTING VARIES IN HEIGHT GREATER THAN W BETWEEN LIMESTONE PIECES. SEE 16'5502 FOR ADJUSTED FOOTING WHERETRR FOOTING VARIES IN HEIGHT LESS THAN B' BETWEEN LIMESTONE PIECES. SEE 50SW2 FOR REINFORCEMENTAT CORNERS OF FWTNG. TYP TYP \LPL3IBXJx1'-0(90°ANGLE) NZ'BARSQ I'O.C. VIM 1 NRSHRINKGROUT \V\ - STANDARD NOOKS IFPAVING —� S BED AS NEEDED FC 12.0 STAINLESS STEEL SUB STAB ISINCMTACT WITH _ _ �� Tq WALL L ING THREADED RO0 IN 314.0 WALL FOOTING III - SLEEVE=1010UBLENUTS pS AT 1TO.C. EACH WAY L_ AN016 X 2- WASHER WITH MILT HR-HY 200 ADHESIVE LIMESTONE PLANTER DRAIN TILE IN TWT POROUS WALL PER PLAN PL3'8xU1'HD 2' 8• BACKFILL,SEEC121L125 ISOMETRIC OF LIMESTONE PLANTER WALL CONNECTIONS 4 SCALE:M4•=1'6 LIMESTONE PLANTER WALL 2 SCALE: SI =1'-0' genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, V, 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEIALANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CRY, IA 52240 P 319.3361978 CIVIL ENGINEER SHOEMAKER&RIVIAND 160 HOLIDAY ROAD CORALVILLE,AM41 P 319.351.11 W ELECTRICAL A TRAFFIC SIGNALIZAT10N SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE IW MINNEAPOLIS, MN 55441MM3 P 183.415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 52240 PM9.3331850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE 200 MINNEAPOLIS, MN55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY,A �r Ot OM28201T TIMM 02 0616Q017 1001: DO 03 1W1&2017 50W CD N 12262011 I" ED 05 01252018 BIDSET CCIEHIPNISS LIMESTONE DETAILS 16034 12520184.08 PM L502 m IMODEL10155SMWISOTTOM FILLER AND PET FOUNTAIN. SEE SPECS ANCHOR PER MFR, 31? MIN. EMBED SEE DETAIL 34501 WATER SERVICE FOR DRINKING FOU II SEE C113 n DRINKING FOUNTAIN _ SCALE 1• • 1'-0' SEE MATERIALS PLAN PAVERADAPTER SEE DETAIL XW1 yI?I •�1 •tea• I I •� "•T W • 1 a vvvvvvvvvov vvvov vvvvo PA FILED 2018 FEB -6 PM 4: 29 vv v v vv7 vvv' Q vvvvavvvvv vvvvavvvvvv vvvvavvvvvv EXISTING vv9 papv v v O' TRANSFORMER 1vov � p o v v v�T V VV v vv 0 0 v' ova vvvvvavv ®®nnl vvvvv1 vvv IIIIn111111111111111111111113��i1�—jl� vvvvv vvvv 1 a vvvvvvvvvov vvvov vvvvo PA FILED 2018 FEB -6 PM 4: 29 BIKE RACK TYPE B B SCALE: 1' • 1'-0' PAVEMENT TYPE C, ME DETAIL 31-501 BLOCK WT PCC MUO SLAB FOR UPLIGHT SEE A1.1 FOR FIXTURE SPECS. SET TOP FLUSH WITH UNIT PAVERS ELECTIUG CONDOR, SEE E5111£5115 IN -GRADE STORY WALL UP -LIGHT 9 SCALE: 1'. DETAIL WL601 /1 BIKE RACK TYPE A SIM CAST FACTURE IN PLACEAND EDGEPER MANUFACTURER ANUFAC RECOMMENTATIONS • •a P PCC FOOTING. SEE 1ISW2 SEE ALTA FOR FIXTURE • SPECS. SET TOP FLUSH WITH TOP OF FOUNWTION A •�'a ELECTRIW.CONDVa. •. SEE ES111£3115 n CIP UP -LIGHT AT PUBLIC ART FOOTING T SCALE: r • V - (DLO JOINT DETAIL-CJ4 BCALE: 4,- JOINT DETAIL - CJ -5 BT (BUTT JOINT) WITH TLONG X 1110'DIA BANS O.C. SEE DETAIL 2/1-501 IroD. genus [ landscape =tdtech J 325 EAST 5m STREET DES MOI SM T 515 2S4 1010 W W W.GENUSLA.COM ARCHITECT NEL M IUNN MONSON ARCHITECTS 711 EAST COLLEGE STREET. STE 303 IOWA CITY, IA 57240 P 319.3387878 CIVIL ENGINEER SHOEMAKERBHMIAND 150 HOLIDAY ROAD CORALVILLEIA=4I P31935171W ELECTRICAL B TRAFFIC SGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE IW MINNEAPOLIS, MN 5WTA443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319333.78W LM,IRNG DESIGN SCHULER SHOOK 219 AWN STREET SE STE AS MNNEMJIIS, MN 55414 P6123395M PEDESTRIAN MPll IMPROVEMENTS IOWACTTY, A -- 01 OV262017 7mm 02 OW a 100XDO 03 IWIS 017 50XCD W 1L2Y2011 t00XCD 0 01128'2015 eIDSET ED AC CCIEHI PN/93 SITE FURNISHING DETAILS tsa14 12r:2Dte ¢D1 AM L503 ®®nnl IIIIn111111111111111111111113��i1�—jl� �• 1�- I�-1�-1�-1�-1�-1�—tel—Il ,Il ,�l Il Il9 + ® I'1— I II—�ll�ll�llllt���'1�� /1�-LO —�-IIIA ����� p- I • 71,r► Y —I1-1.-1�9�-1!—il= ! it � � • r ,1 E�,ryl ��'1—Ex+E.�I�IF�,—.it'll 1 j1�1����1�-1�ISl�����ll�lll • 1�,,���� • I 1 • • I • •Y 1 1 1 •'1 • -•�1 •••••'11111-1111 .. • ♦ I. 1 1 I111�TT1L..7 I '��� UFACTURERS L WWI BIKE RACK TYPE B B SCALE: 1' • 1'-0' PAVEMENT TYPE C, ME DETAIL 31-501 BLOCK WT PCC MUO SLAB FOR UPLIGHT SEE A1.1 FOR FIXTURE SPECS. SET TOP FLUSH WITH UNIT PAVERS ELECTIUG CONDOR, SEE E5111£5115 IN -GRADE STORY WALL UP -LIGHT 9 SCALE: 1'. DETAIL WL601 /1 BIKE RACK TYPE A SIM CAST FACTURE IN PLACEAND EDGEPER MANUFACTURER ANUFAC RECOMMENTATIONS • •a P PCC FOOTING. SEE 1ISW2 SEE ALTA FOR FIXTURE • SPECS. SET TOP FLUSH WITH TOP OF FOUNWTION A •�'a ELECTRIW.CONDVa. •. SEE ES111£3115 n CIP UP -LIGHT AT PUBLIC ART FOOTING T SCALE: r • V - (DLO JOINT DETAIL-CJ4 BCALE: 4,- JOINT DETAIL - CJ -5 BT (BUTT JOINT) WITH TLONG X 1110'DIA BANS O.C. SEE DETAIL 2/1-501 IroD. genus [ landscape =tdtech J 325 EAST 5m STREET DES MOI SM T 515 2S4 1010 W W W.GENUSLA.COM ARCHITECT NEL M IUNN MONSON ARCHITECTS 711 EAST COLLEGE STREET. STE 303 IOWA CITY, IA 57240 P 319.3387878 CIVIL ENGINEER SHOEMAKERBHMIAND 150 HOLIDAY ROAD CORALVILLEIA=4I P31935171W ELECTRICAL B TRAFFIC SGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE IW MINNEAPOLIS, MN 5WTA443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, STE. B IOWA CITY, IA 52240 P 319333.78W LM,IRNG DESIGN SCHULER SHOOK 219 AWN STREET SE STE AS MNNEMJIIS, MN 55414 P6123395M PEDESTRIAN MPll IMPROVEMENTS IOWACTTY, A -- 01 OV262017 7mm 02 OW a 100XDO 03 IWIS 017 50XCD W 1L2Y2011 t00XCD 0 01128'2015 eIDSET ED AC CCIEHI PN/93 SITE FURNISHING DETAILS tsa14 12r:2Dte ¢D1 AM L503 1'X2' 11 GAUGE RECTANGULAR HOT DIP GALVANIZED STEEL TUBINGA CE CMT - RAL :N ELEVATXMIA -/ S') {'X6XVMSEFLANGE, 4• HOTDIP IZEO �� 1 A /1 STEELTUBING. / A DERRCRINCAGOPT-RAL:TOP . c a b 0° (4)}0X5' IKWIK a HUSEZ SCREW HOR. 4 EPDXY IN POLICE PIAN Q. d ° e . y d 1?EXPrWSIONJOINT HANDRAIL CONNECTION AT BOTTOM OF RISER 5 BCALE:1-LIT=1'-0' HANDRAIL, IO 11 GAUGE RECTANGULAR HOT DIP W LVANIZED STEEL TUBING, POWDER COAT- RAL:7031 WALL BEYOND STALK SEE STRUCTURAL FINISH GRACE I X 11 GAUGE IAR HOT DIP GALVANIZED NO, POWDER CMT BEYOND MESTRUCTURM GRADE ELEVATION OF FIVE STEP STAIR 4 SCALE: 14'.1'-0' MRIHIH -' w NoslNa BAR, P4 AT IS- 0 C. EA' wx T FOUR STEP STAIR SECTION SCALE: 514' =1'-S LWIi. F4 DOY AT tS I Irl ^ ^ Nb AT 1T O.C. EA WA FIVESTEP STAIR SECTION 2SCALE: 14'.1'-0' NOTE:SEELINFORRISERHEIO FILED -LIMESTONE WALL BEYOND HANDRAIL. IW' 11 GAUGE OWOEF–&MfH _6 PH 4: PCC STAIR AND FOOTING GRCITY CLERK ANUW3fILL IOWA CITY, IOWA EIRS, HANCONNECTIONAT UNIT PAVRS, SEE DETAIL SIL901 UNIT PAVERS, SEE DETAIL 1L501 HANDRAIL NOTE: I. ALLSTEELTOBEGALVANIMDWITH POWDEROOAT FINISH. 2. ALLEDGESSIALLBEEASEDIGROUND. 1 ALL WELDS SHALL SE CONTINUOUS AND IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDSANDAWASTANDARDS. 4. SHIDP DRAWINGS SHALL BE PROVIDED FOR EACH STAIR HANDRAL SECTION, INCLUDING RAILING AND ASSOCATED HMTERALS PRIOR TOFABRICATION. WRITTENAPPROVALBY THE LANDSCAPE ARCHITECT IS REWIRED PRIOR TO FABRICATION. NOTE: SEE LIN FOR RISER HEIGHT -HANDRAIL. t'XY' 11 GAUGE WALL BEYOND PCC STAIRMI) FOOTING GRANUI NR FILL HANORNL CONNECTION AT UNIT PAVERS, SEE DETaL 51504 1'%T 11 GAUGE RECTANGULAR 1 •° HOT DIP GALVANIZED STEEL l 13. TUBING, POWDER CMT- RAL:TWI M AND IN ACCORDANCE WITH ACCEPTED � X SXS BASE FLANGE. HOT MR INDUSTRY STANDARDS AND AWA .1, ° GPLVIWUTO STEEL TUBING, _:� FOR EACH VAR FOR STaR HANDRAILANDASOCIATE PONDER COAT- WLL:T021 B• :0. "" II TION. FABRICATION, WED. ll2'-0' — WRITTEALS N APPROVAL By WRITTEN CHITEC THE LANDSCAPE ARCHITECT IS REQUIRED ELEVATIONA PRIOR TO FABRICATION. c A 4 b d ° d e e o XSHILTI KWIK HU KYi9K PUN SCREW ANCHOR, EPDXY IN PLACE HANDRAIL, IO 11 GAUGE RECTANGULAR HOT DIP W LVANIZED STEEL TUBING, POWDER COAT- RAL:7031 WALL BEYOND STALK SEE STRUCTURAL FINISH GRACE I X 11 GAUGE IAR HOT DIP GALVANIZED NO, POWDER CMT BEYOND MESTRUCTURM GRADE ELEVATION OF FIVE STEP STAIR 4 SCALE: 14'.1'-0' MRIHIH -' w NoslNa BAR, P4 AT IS- 0 C. EA' wx T FOUR STEP STAIR SECTION SCALE: 514' =1'-S LWIi. F4 DOY AT tS I Irl ^ ^ Nb AT 1T O.C. EA WA FIVESTEP STAIR SECTION 2SCALE: 14'.1'-0' NOTE:SEELINFORRISERHEIO FILED -LIMESTONE WALL BEYOND HANDRAIL. IW' 11 GAUGE OWOEF–&MfH _6 PH 4: PCC STAIR AND FOOTING GRCITY CLERK ANUW3fILL IOWA CITY, IOWA EIRS, HANCONNECTIONAT UNIT PAVRS, SEE DETAIL SIL901 UNIT PAVERS, SEE DETAIL 1L501 HANDRAIL NOTE: I. ALLSTEELTOBEGALVANIMDWITH POWDEROOAT FINISH. 2. ALLEDGESSIALLBEEASEDIGROUND. 1 ALL WELDS SHALL SE CONTINUOUS AND IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDSANDAWASTANDARDS. 4. SHIDP DRAWINGS SHALL BE PROVIDED FOR EACH STAIR HANDRAL SECTION, INCLUDING RAILING AND ASSOCATED HMTERALS PRIOR TOFABRICATION. WRITTENAPPROVALBY THE LANDSCAPE ARCHITECT IS REWIRED PRIOR TO FABRICATION. NOTE: SEE LIN FOR RISER HEIGHT -HANDRAIL. t'XY' 11 GAUGE WALL BEYOND PCC STAIRMI) FOOTING GRANUI NR FILL HANORNL CONNECTION AT UNIT PAVERS, SEE DETaL 51504 genus [ landscape aCNtects ] 325 EAST 5- STREET DES MOINES. IA 5IX3D9 T 515 284 1010 W W W.GENUS4A.COM ARCHITECT LEU ANN MONSON ARCHITECTS III EAST COLLEGE STREET, STE 303 IGWA CTIY, A 52240 P 319.3351878 CWL ENGINEER SHOEMAKER 8 HAA -AND 160 HOLIDAY ROAD CORALVILLE M2241 P3193517150 ELECTRICAL 8 TRAFFIC SISTA WATNNI SRFCONSULRNG ONE CPRLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 5544/4443 P 763.415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING In E. WASHINGTON STREET, STE.B IOWA CITY, A 52240 P 3193337850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE, 200 MINNEAPOLIS, MN 5544 P 612339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A HANDRAIL NOTE: 1. ALL STEEL TO BE GALVANIZED WITH POWDERCOAT FINISH. •° 02 2. ALL EDGES SHALL BE EASED/ GROUND 13. ALL WELDS SHALL BE CONTINUOUS M AND IN ACCORDANCE WITH ACCEPTED 05 INDUSTRY STANDARDS AND AWA .1, ° SHO DARDS RAWL sHAU PROVIDE, NGS/}D 4. _:� FOR EACH VAR FOR STaR HANDRAILANDASOCIATE INCLUDING FAILINGTO :0. "" II TION. FABRICATION, WED. ll2'-0' — WRITTEALS N APPROVAL By WRITTEN CHITEC THE LANDSCAPE ARCHITECT IS REQUIRED PRIOR TO FABRICATION. genus [ landscape aCNtects ] 325 EAST 5- STREET DES MOINES. IA 5IX3D9 T 515 284 1010 W W W.GENUS4A.COM ARCHITECT LEU ANN MONSON ARCHITECTS III EAST COLLEGE STREET, STE 303 IGWA CTIY, A 52240 P 319.3351878 CWL ENGINEER SHOEMAKER 8 HAA -AND 160 HOLIDAY ROAD CORALVILLE M2241 P3193517150 ELECTRICAL 8 TRAFFIC SISTA WATNNI SRFCONSULRNG ONE CPRLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 5544/4443 P 763.415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING In E. WASHINGTON STREET, STE.B IOWA CITY, A 52240 P 3193337850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE, 200 MINNEAPOLIS, MN 5544 P 612339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, A 01 04RBR017 11W DO 02 ON300H7 1001401) 03 1OHMIT 50% GO M 121202017 100%01) 05 01/2&2018 BID SET BD •=i AC CCI EHI PNI SS STAIR DETAILS 1WN laeaotarw AM L504 /1 PETAREA genus [ IandSCape amfIftects ] 325 EAST 5TM STREET DES MOINES. IN 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE 303 IOWA CITY, 1452140 P 319.3387878 CML ENGINEER SHOEMAKER 8 H44LAND iW HOLIDAY ROAD CORALVILLE, LA 52241 P 319.351.7150 ELECTRICAL 6 TRAFFIC SIGNALPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE IW MINNEAPOLIS, MN 554414413 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. IS IOWA CITY, A52240 P 379,333.7650 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, MN 55414 P 612339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, L4 O1 OY262017 70%DO 02 0&ON2017 100%Da 03 10'1&2017 W% CD Da 12/20'2017 100%CD 06 DIIMM18 BID SET BD •� AC CC/EM/PNIS6 PLANTING DETAILS 1W34 1/26^N18442 PM L505 PAVEMENT TYPE SEE DETAIL 3A%1 BUDAS TYPE N HANDHOLE PEE (TELECOM) 5 3CALE: NOT TO SCALE FIELD CUT PAVERS TELECOM UTILRY VAULT MANHOE COVER TELECOM UTILITY VAULT MANHOLE RING TELECOM UTILITY VAULT MANHO(E. SEE 0501 NOTE: SEE CIVIL" F TREE PROTECTION FENCE AT TREE GRATE SCALE : NOT TO SCALLE WfTH 3.5" X 1.5.OPENINGS. COOR-0PANOE. 1' XS' STEEL POSTS INBTALLED AT S' O.C. TREE TRUNK PROTECTION, WRAP TREES WITH LAYER OF BURLAP. AND A LAYER OF 2 X 4 X 10 LONG TIMBERS. TIE INRACE WITH METALM 01`1 LUMBER STRAP MAINTAIN EXISTING GRADE WNHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON S. PLANS EXISTING LIMESTONE PLANTER WALLIS TO BE REMOVED TREE PROTECTION FENCE AT LIMESTONE WALL 8 sCALE: NOTTO SCA LE II�II�I PAVEMENTTYPEA SEEDETAILI&WI SUDXYIIN• PG OLLiLITE / PG1T30HGW suws TYPE n n HANDHOLE TYPE A (TRAFFIC) SCALE: NOT TO SCALE LED 'ff'-�'W PFS 4: 30 PAVEMENTTYPEC SEEDETAK"I CITY CLERK IOWA CITY, luf'IA PLANTING AREA PAVEMENT TYPE SEE DETAIL YLWI 38•X38"XJB• PG OIAZDE / PG3696BA38 PULL BOX HANDHOLE TYPE B ELECTRICAL 2 SCALE: NOTTOSCAI.E N\ V/ i�/i\G...... OCG r\i\/\�\�\pyo\ PAVEMENTTYPEC SEEDETAILn5V PAVEMENTTYPEA SEEDETAILI/L%I 30"%49•X39" PG OMKITE / PG3049HG00 SUGAS TYPE N M4 DHOLE TYPE D TRAFFIC . NOT m scuE genus [ londscope =Ntecls ] 325 EAST SIN STREET DES MOINES, IN 50309 T 515 286 1010 WWW.GENLr,ILA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 57260 P319.3387918 CML ENGINEER SHOEMAKER 8 M4AlANG 160 HOLIDAY ROAD CORALVILLE, M2241 '31935171% EIECTNLAL 8 TRAFFIC SIGNALYATION SRF CONSULTING ONE WB.SON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 171 E. WASHINGTON STREET, STE.B IOWA CITY, A 57740 P 319.333.79% UGNRNGDESIGN SCHULER SHOOK 719 ANN STREET SE, STE. 7% MINNEAPOLIS MN 55,114 P 512339 5958 WDESTRIAN MALL IMPROVEMENTS IOWA CITY. A BD •� AC CC/EN/'44198 HANDHOLE DETAILS 134 12B2p1B4:M PM L506 01 OWN12017 TOA DO 02 DM0B2017 1%400 03 1W1S2017 50%CO 01 1] 17 1I)VKCO OS 012&1015 SIDSET BD •� AC CC/EN/'44198 HANDHOLE DETAILS 134 12B2p1B4:M PM L506 i/4' HOT DIP GALVANIZED STEEL CAP. WELD TO POST AND GRIND SMOOTH. SET SIGN 1/4' ABOVE TOP OF POST SALVAGEDADAORSTOPSIGN NUT AND BOLT 2%2X1/4' HOT DIP GALVANIZED STEEL POST. POWDER COAT ASSEMBLY BLACK AFTER CAP IS INSTALLED W DIA. PCC FOOTING LGN FOOTING 'CPL& 1•=t'-0' SIDE ELEVATION OF KIOSK SCALE: 1'=1'O CLINTON COLLEGE 2: UNN&COLLEGE FRONT ELEVATION OF KIOSK 3 scALE: r=1'-0' 90' 90' 311. 7-294' 3114' CCT' ONT�RACT�OR RESPONSIBLREEENNFFMO�jR MWrfRCT,JR�U1 7 O � 2 L507 B FEB -6P 4: 30 r -,D^ CI CLERK 3 I CITY, IOWA LSOT NOTES: p SEE -CHF No_ RA COM ENTS 2) G ECH ENGINEER LL VERIFY COMPRESSNE STRENGTH OF SOILS PRIOR TO POURING FOUNDATION. NOTIFYEORIF SEARING' ARE LESS THEN DESIGN VALUES SHOWN IN STRUCTURAL NOTES QUALITY MANUFACTURING P: 51SMIAM 110' WEATHERALL UV GUARD 'SEALANT, COLOR: STONE 2- MORTAR SETTING BED, DRILL AND EPDXY(4)VSS ANCHOR BOLTS A PRECAST CONCRETE VENEER BY EDWARD' CAST STONE COMPANY EXPANSION MINT MORTAR SPOT (1 WEEP HOLE% PER PIECE) 318 1' SS DOWEL (2PERPIECE) ® � L� 1 I r a•JXTtRiAi- H I I I r r -1 VARIES SEE 1-1214-125 02 �� 03 101102017 50% CD y IDM2017 I00%CD �rirr�a;ELECTRICAL CONDUIT, 111/ _____e.•�.eee.SEE ES1 1 1 -ESI 15PLACE CONCRETE FOOTING 0(5) 415 CONT- / 4 I +� M TIES 43 8' O.C. (91N5VERT W/HILTH4E illlll,- DD-SDVERT Wl HIL N 1 SECTIONA I -r SECTION& SECTION OF KIOSK FOOTING SCALE: r=1'-0' 4 TIES ® 0' O.C. (0) NB VERTWI STANDARD HOOKS genus [ landscape a7chitecls ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS .COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CRY, IA 52240 P 319.3387878 CIVIL ENGINEER SHOEMAKER 3 HAALAND 160 HOLIDAY ROAD CORALVILLE, IA 52241 P 319.351.7150 ELECTRICAL 6 TRAFFIC SIGNALIZATRIN SRFCONSULTING ONE CARLSON PARKWAY NORTH, sm. 150 MINNEAPOLIS, MN 5W7A443 P 161.415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E WASHINGTON STREET, STE.B IOWA CITY, IA 52240 P 319.333.1850 UGHRNG DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5558 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY. IN KIOSK DETAILS 10034 129M1104:45 A4 L507 01 0VI81K)1T TD%DO 02 08,30101T 100%DD 03 101102017 50% CD M IDM2017 I00%CD 0 01IM2018 BID SET KIOSK DETAILS 10034 129M1104:45 A4 L507 GENERAL IRRIGATION NOTES: 1. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FORTHE LOCATION AND VERIFICATION OFAII EXISTING UTILITIES MIDSTRUClURES. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK WITH ALL NEW UTILITY NSTALUTION. DAMAGE DONE TO UTILITIES, STRUCTURES OR OTHER FINISHED WORN SHALL BE REPAIRED OR REPLACED AT THE IRRIGATION CONTRACTORS EXPENSE. 2. THE IRRIGATION CONTRACTOR SHALL COCPDWATE WITH GENERAL CONTRACTOR TO INSURE THE POINT OF CONNECTION IS PROVIDED PER PLANS, 3. IRRIGATION CONTRACTOR SHAUL INSTALL t' REDUCED PRESSURE BACKFLOW PREVENTION DEVrCE. THIS DEVICE W TO BE LOCATED PER PUN IN AN ABOVE GROUND ENCLOSURE AND APPROVED BY THE GENERAL CONTRACTOR AND OWNER IRRIGATION CONTRACTOR TO VERIFY THAT SPECIFIED BACKFLOW DEVICE MEETS ALL LOCAL AND STATE REGUUTIONS AND CODES. 4. OU OR SHALL VERIFY PRESSURE PRIOR TOINSTALUTION OF SYSTEM. S. VERIFY ALL DITIONS AND DIMENBIOR55M,OWN ON THE PLANE AT THE SITE PRIOR TO COMMENCE OF WGRK B. GOMAGT LANDS CHITECT AND COORDINATE PII REVIEWS PRIOR TO COMMENCEMENT OFW ]. CONTRAGTORSHALL INSTALL RRIGATION EQUIPMENL IN AMANHER SO AS TO CONFORM WITH THE VMIOUS DET PLAN NOTES. SPECIFICA ON FROM LANDSCAPE S. EXERCISE EXTREME CARE IN EXCAVATING UTIUMES. THE CONTACTOR SNALL VERIF MAINLINE CONSTRUCTION = 9. PROTECTAT ALL TIMES THE WORK FROM DAMAGE AND THEFT. REPIACEALLDAMAGED OR STOLEN PARTS AT CONTRACTORS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 10. PLACE VALVE BOXES PARALLEL TO PLANTER EDGES. 11. INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OU AS INDICATED ON PIANS OF MAINLINE SYSTEM. 12, THE CONTRACTOR SWILL PLACE A FI2 SOLID COPPER TRACE WIRE WITH PURPLE PE COVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINE CONNECRNG QUICK COUPLER VALVES. 13. CONTRACTOR SIAL INSTALL SLEEVES UNDER HARUSCAPE AT ALL POINTS WHERE IRRIGATION MAIN LINE IS UO TED. 14. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL QUANTITIES AND SHALL BE RESPONSIBLE FOIL T1iE PROWSION OF All REQUIRED ITEMS AND COMPONENTS. 1S. CONTRACTOR TO PROVIDE CITY TWO (2) VALVE KEYS NEEDED TO OPERATE QUICK COUPLERS. YOTOPIA FROZEN YOGURT 132 S CUNTON l9Y ---_ _ --- —`T J' �3„ V' I . --- 0 p I 1 —sAN —SPIT I I L r— uv -- WELLS FARGO 103 E COLLEGE IRRIGATION NOTES: (D IRRIGATION MAINLINE. CLASS 200 SDR21 PVC 11v' (TYP.) O IRRIGATION SLEEVE. SCHEDULE b PVC S (TYP.) 0 IRRIGATION SYSTEM SERVICE LINE BY OTHERS. REFERENCE CIVIL ENGINEER PIANS O4 IRRIGATION SYSTEM BACKFLOW PREVENTER OS ISOATK•1 VALVE -BRASS DATE VALVE -1 ?(TYP.) © QUICK COUPLER VALVE(TYP.) Q MANUAL GRAIN VALVE INSTALLED IN VALVE BOX OS IRRIGATION METER- PROVIDED BY THE CRY AND INSTALLED BY CERTIFIED PLUMBER. METER TO BE LCGATED IN SAME ENCLOSURE AS BACKFLOW PREVENTION DEVICE. OS IRRIGATION CO CTOR TO HAND EXCAVATE MAINLINE TRENCH TO ELIMINATE DAMAGE TO EXISTING TREE ROOTS. NO TREE ROOTS LARGER THAN V DMMETER ARE NOT TO BE CUTORDAMAGED. SAUCE DONKELLY`$ PUB THE SALOON INECOLLEGE 110ECOLLEGE I 112ECOLLEGE ...—FI---�11 IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION 0 HUn1er HOJ3OLRC Quick coupler vats, grtple ddw, rvWar ear. ted 5raw and stainless Meal, wIM 504' NPT n L 2.pleca EW, F L '- Full PM. Hee Oury. FN B tgN'.gV Same. es mainllM Pys. 101@FE4 Cjn'r 44 33, Reduced Pressure BacMla OlanlW �O1 CITE/ f -,K lOO�ti4 M16 nFrMTPY19 Cpu 200 SDR Zi TCB 114 E COLEGE / I-- - - - - - -- r / 3" 3" / I I RAYGUN 105 E COLLEGE LS1 EL PATRON 10BECOLLEGE II I I Rpe Steers: PVC scneduk 40 s � L—�11J s SAN MORTENSON COMET. 111 E COLLEGE GRAZE 115E COLLEGE IRRIGATION PLAN W. W de iC :m 0 ho SCALE: 1' = to -0' NOR1H o v 1a zo40' >O 0 genus I landscape architect J 325 EAST SM STREE7 DES MOINES, IA 50309 T 515 284 1010 W W W.GENO-1A.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE.3T13 IOWA CITY, R52240 P3193387878 CIVLENI MEER SHOEMAKER S HAA(FND 160 HOLIDAY ROAD CORALVILLE, N 52241 P 319351.7150 ELECTRICAL B TRAFFIC SI I ALPATION SRF CONSULTING ONE CARLSON PARXWAY NORTH, STE. 150 MINNEAPOUS. MN 554474443 P 763.475.0010 STRUCTURAL ENGMEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWACRY,N52240 P 319.333.7850 11GXTBIG DESGN SCNIRER SHGIN 219 MAIN STREET SE, STE, 200 MINNEAPOLIS, MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS K)W%CITY, M 01 O4/l8I201] TODD 02 0W3NP017 Io DD 03 IUIM17 SO%CD Be 1212d201T 100%CD 05 01/15@O1B BID SET IRRIGATION PLAN IR -100 GENERAL IRRIGATION NOTES: � 1. IRRIGATION CONTRACTOR SHAH. BE RESPONSIBLE FOR THE LOCATION AND W PROTECTATALLnWSTHEWORKFRDMOAMAGEANOTHEFT. REPLACE A10MtAGED VERIFIGTMMNLEXISTMN LinESANDSTRUCTIIRES. CONIRACTORSHNISE OR STOLEN PARTS AT CONrRACTOR5 EXPENSE UNTIL THE WORK IS ACCEPTED IN RESPONSIBLE TO COORDINATE ALL WORK WITH ALL NEW UTILITY INSTALLATION. WAITING BY THE OWNER. DAMAGE DONE TO UTILITIES, STRUCTURES OR OTHER FINISHED WORK SWILL BE 01126'203 SIDSET REPAIRE REPLACED AT IRRIGATOR CONTRACTORS E%PENSE, 1a. PLACE VALVE BOMB PARALLEL TO PLANNER EDGES. 2. THE IRRIGATIO NTRACTOR SHALL. COORDINATE WITH GENERAL CONTRACTOR TO 11. INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED INSURE THE POINT CONNEWON IS PROVIDED PER PIANS. AT LOW POINTS OR A9INDIGATED ON PLANS OF MAINLINE SYSTEM. 3. IRRIGATION CONTRACT LINSTALLA I- REDUCED PRESSURE BACKFLOW 12. THE CONTRACTOR SWILL PLACE A 912 SOLID COPPER TRACE WIRE WITH PURPLE PE PREVENTION DEVICE. THIS CE IS TO BE LOCATED PER PLAN IN AN ABOVE GROUND COVER FOR WATER ALONG ALL PJC MAINLINE. THISINCLUDESALLPVCMAINUNE ENCLOSUREANDAPPROVEDBY GENERALCONTRACTORANDOWNEK IRRIGATION CONNECTING QUICK COUPLER VALVES. CONTRACTOR TO VERIFY THAT SPE D BACKFLOW DEVICE MEETS ALL LOCAL AND STATE REGULATIONS AND CODES. 13. CONTRACTOR SHALL INSTA115LEEVES UNDER HARDSCAPE AT ALL POINTS WHERE IRRIGATH NI MAIN LINE IS LOCATED. 0. CONTRACTOR SHALL VERIFY PRESSURE PRIOR STALIATKMI OF SYSTEM. 14, THE IRRIGATION CONTRACTOR SHALL VERIFY ALL QUANTITIES AND 31LL BE 5. VERIFY ALL CONDITIONS AND DIMENSIONS SHONVN CN AT THE SITE PRIOR TO RESPONSIBLE FOR THE PROVISION OF ALL REQUIRED ITEMS AND COMPONENTS. COMMENCEMENT OF WORK. 15. CONTRACTOR TO PROVIDE CITY TWO (2) VALVE KEYS NEEDED TO OPERATE WICK S. CONTACT LANDSCAPE ARCHITECT AND COORDINATE ALL REVIEWS TO COUPLERS. COMMENCEMENTOF WORK 7. CONTRACTOR SHALL INSTALL ALL IRRIGATION EQUIPMENT IN A MANNER SO AS CONFORM WITH THE VARIOUS DETAILS, PLAN NOTES, SPECIFICATION FROM (ANDS ARCHITECT AND MANUFACTURER. B. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING TREES AND -------- —I —�— UTILITIES. THE CONTRACTOR SIYLLL VERIFY LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO TREES OR UTILITIES. FIELD AO3UST MAINLINE I LOCATNXNS SO AS TO AVOID CONFLICTS WITH UnUTIES(FIRE HYDRANTS. PLAZACENTRE I TRANSFORMERS. ETC.), 125SDIIBUOIE I I T-1 F—SIEI� ra BROTHER'S 125 S DUBUQUE �J --M IRRIGATION NOTES: 1O IRRIGATION MAINLINE. CLASS 200 SDR 21 PVC 1 r (TYP.) 0 IRRIGATION SLEEVE. SCHEDULE b PVC J•(TYP) Q3 IRRIGATION SYSTEM SERVICE LINE BY OTRERS. REFERENCE CMLENGINEERPLANS OI IRRIGATION SYSTEM BACKPLOW PREVENTER 0 ISOLATION VALVE -BRASS GATE VALVE-, t (TYPJ © QUICK COUPLER VALVE(TYP.) QT MANUAL DRAIN VALVE INSTALLED IN VALVE BOX Q IRRIGATION METER- PROVIDED BY THE CITY AND INSTALLED BY CERTIFIED PLUMBER. METER TO BE LOCATED IN SAME ENCLOSURE AS BACKFLOW PREVENTION DEVICE. O9 IRRIGATION CONTRACTOR TO HAND EXCAVATE MAINLINE CUT OR DAMAGED. IRRIGATION SCHEDULE SYA80L MANUFACTURERIMODELDESCRIPTION O Hunte, H0.33DLRC O—It cooper Vaive. Furge to I,.1*K mvx. re bass eM sU,nNaa Maea w 10' NPT niRet�.�,,� ij¢j¢EE2 pace p y PW, F F I L E2 NmIPS,IWMal IHOMIeHeaS D N.e e. mMnIM P•a. o CITY Ct1vt (1- -IGWA (AIT • 'PVC L.21105DR 21 ----/—P—�T�—S l� PIp.31e.v.: PVC StlwEub 40 — I + l s I I L11 I ! III j I II• el t I I F — + II L I � 1 «� 3,> � ,, -- Oil + ----- + s L IF — +❑ �` r—] + f I jT .I I I I I ! THE UNION BAR 127ECMARTINIS ,21ECOLLEGE RTECOLLEGE �J. � u � • i ! I lul � lul L u u 359 .� I I I I I I I LL IRRIGATION PLAN SCALE: NORTH O 5' 1D 2D M genus I landscape architect ] 325 EAST 5- STREET DES MOINES, IA 5D3D9 T 515 264 1010 W W W.GENUS.U.COM ARCHITECT NEUMANN MONSON ARCHITECTS 121 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 51140 P3193387878 CMBENGINEER SHOEMAKER 6 Nk"O 15DHOLIDAY ROAD CORALMLLE, M 52241 P319351.7150 ELECTRON. A TRAFFIC SIGNALTATION SRF CONSULTING ONE DAM.SDN PARKWAY NORM, STE, 150 MINNEAPOLIS, MN 5WT4443 P 163,4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE,B IOWACITY, IAW40 P319333J850 SCHILEDESIGN SHOOK 219 M R 219 MAIN STREET 5E, STE.200 MINNEAPOLIS MN55414 P 611 J395958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY. IA 0, � [j;,cffih54ffi 1wil 05=KHT ,BD%DD I I I I I I I LL IRRIGATION PLAN SCALE: NORTH O 5' 1D 2D M genus I landscape architect ] 325 EAST 5- STREET DES MOINES, IA 5D3D9 T 515 264 1010 W W W.GENUS.U.COM ARCHITECT NEUMANN MONSON ARCHITECTS 121 EAST COLLEGE STREET, STE. 303 IOWA CITY, M 51140 P3193387878 CMBENGINEER SHOEMAKER 6 Nk"O 15DHOLIDAY ROAD CORALMLLE, M 52241 P319351.7150 ELECTRON. A TRAFFIC SIGNALTATION SRF CONSULTING ONE DAM.SDN PARKWAY NORM, STE, 150 MINNEAPOLIS, MN 5WT4443 P 163,4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE,B IOWACITY, IAW40 P319333J850 SCHILEDESIGN SHOOK 219 M R 219 MAIN STREET 5E, STE.200 MINNEAPOLIS MN55414 P 611 J395958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY. IA 0, 04I KIT 70% GO 02 05=KHT ,BD%DD 03 MiSI20i7 5D%CD D 121M'2H7 100%CO 05 01126'203 SIDSET IRRIGATION PLAN IR -101 GENERAL IRRIGATION NOTES: SYMBOL 1. IRRIGATION CONTACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND 9. PROTECTATALL TIMES THE WORK FROM DAMAGE AND THEFT. REPIACEALLDAMAGED ERIFICATION OF ALL EXISTING UTLITIESANDSTRUCTRIE9. CONTWCTORSHALBE OR STOLEN PARTS AT CONTRACTORS EXPENSE UNTIL THE WORK IS ACCEPTED IN SISI -E TOCOORDINATEALL WORK WITH ALL NEW UTLTY INSTALLATION. WRITING BY THE OWNER. DAMA NE TO UTILITIES, STRUCTURES OR OTHER FINISHED WORK SWILL BE REPAIRED REPLACED AT THE IRRIGATION CONTRACTORS EXPENSE. 10. PLACE VALVE BOXES PARALLEL TO PLANTER EDGES. a4- Full Port, Heald Duly. 2 THE IRRIGATION CON TRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO 11. INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES LOCATED INSURE THE POINTOF 0 DICTION IS PROVIDED PER PLANS. AT LOW POINTS OR AS INDICATED ON PLANS OF MAINLINE SYSTEM. 3. IRRIGATIONCONTRACTORSWILLI 'A"A 1- REDUCED PRESSURE BACKFLOW 12. THE CONTRACTOR SHALL PLACE A#12 SOLID COPPER TRACE WIRE WITH PURPLE PE PREVENTION DEVICE. THIS DEVICE IS TOOK LOCATED PER PLAN IN AN ABOVE GROUND COVERFORWATERALONGALLPVCMAINLINE. THISINCLUDESALLPVCMAINLINE ENCLOSUREMOWMOVEDBYTHEGERStUCOWMCTORMDOWNER. IRRIGATION CONNECTING QUICK COUPLER VALVES. CONTRACTOR TO VERIFY THAT SPECIFIED BAWLOW DEVICE MEETS ALL LOCAL AND STATE REGULATIONS AND CODES. 13. CONTRACTOR SWILL INSTALL SLEEVES UNDER HARDSCAPE AT ALL POINTS WHERE Pipe Sil PVC Schedule 40 IRRIGATION FINN LINE IS LOCATED. 4, CONTRACTOR SWILL VERIFY PRESSURE PRIOR TO INST ON OF SYSTEM. 14. THE IRRIGATION CONTRACTOR SHALL VERIFY ALL QUANTTIES AND SHALL BE 5. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS A SITEPRIORTO RESPONSIBLE FOR THE PROVISION OF ALL REQUIRED ITEMS AND COMPONENTS. COMMENCEMENT OF WORK 15, CONTRACTOR TO PROVIDE CITY TWO (2) VALVE KEYS NEEDED TO OPERATE QUICK 5. CONTACT LANDSCAPE ARCHITECT AND COORDINATE ALL REVIEWS PRIOR TO COUPLERS. COMMENCEMENTOF WORK T. CONTRACTOR SHALL INSTALL ALL IRRIGATION EQUIPMENT IN A MANNER SO AS TO CONFORM WITH THE VARIOUS DETAILS, PLAN NOTES, SPECIFICATION FROM LANDSCAPE ARCHITECTANDMANUFACTURER. 8. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING TREES AND UTILTIES. THE CONTRACTOR SHALL VERIFY LOCATION AND CONDITION a ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO TREES OR UTILITIES. FIELD ADJUST MAINLINE LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRANTS, TRANSFORMERS. ETF). u 3 B'° « a YL a --- -- ---- . - ---- ❑ ❑ ❑ U. BREAD GARDEN MARKET AND BAKERY 225 S LINN NCITYPITNESS 3N FLOOR PIMA TOWERS 3. 0 2215 LINN CENTER IRRIGATION NOTES: 1O IRRIGATION MAINLINE. CLASS 200 SDR 21 PVC 1 k (TYR) 02 IRRIGATION SLEEVE. SCHEDULE40PVC3'(TYP.) O3 IRRIGATION SYSTEM SERVICE LINE BY OTHERS. REFERENCE CIVIL ENGINEER PLANS OI IRRIGATION SYSTEM BACKFLOW PREVENTER OS ISOLATION VALVE- BRASS GATE VALVE -I k(TYP.) © QUICK COUPLER VALVE(TYP.) Q MANUAL DRAIN VALVE INSTALLED IN VALVE BOX Q IRRIGATION METER -PROVIDED BY THE CITY AND INSTALLED BY CERTIFIED PLUMBER. METER TO BE LOCATED IN SAME ENCLOSURE AS BACKFLOW PREVENTION DEVIOE. OB IRRIGATION CONTPAOTOR TO HAND EXCAVATE MAINLINE TRENCH TO ELIMINATE DAMAGE TO EXISTING TREE ROOTS, NO TREE ROOTS LARGER THAN 1- DIAMETER ARE NOT TO BE CUT OR DAMAGED. 1- _ --- _ - PUBLIC LIBRARY 123 S LINN IRRIGATION SCHEDULE SYMBOL MANUFACTURERIMODEUDESCRIPTION 0 Hunts HO-33DLRC Oul wupler valve, wWa locking mOAer wear. red Gass eM stainless steal, will Y4' NPT R2 � mea F a4- Full Port, Heald Duly. Nan-Riu,15W.�ee�2IP�SS..WAT� Handle. Same size ee meiarme pil 2018 F2ffuillnY: 30 Fe0w 860111 - uuRB0Ck60wPleVentOf o e Ulut�R�'3K Wr�eiPVC 2Wi:R { dwtDOSDR21 Cil 200 Mga8on ppe. l Pipe Sil PVC Schedule 40 uu� 11 - � s 6 3" ----b- -- - -..— —� 2 — FORMOSA MA E COLLEGE IRRIGATION PLAN SCALE: 1'=10'.O' NORI�II�THH Q✓ O 5' 10' 2P 40' genus [ landscape architects ] 325 EAST Sm STREET DES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCNITECTB 221 EAST COLLEGE STREET, SM. 303 IOWA CITY+ A 52240 P 319.3387678 CIVIL ENGINEER SHOEMAKER 6 HAALNID 160 HOLIDAY ROAD CORALVILLE, A 52241 P 319.351.7150 ELECTRICAL 8 TRAFFIC SIGNALIIATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, SM. 150 MINNEAPOLIS, MN 554474443 P 763.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. 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IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WORK WITH ALL NEW UTILITY INSTALLATION. DAMAGE DONE TO UTILITIES, STRUCTURES OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT THE IRRIGATI CONTRACTORS EXPENSE. 2. THE IRRIGATION CONTRACTOR SHALL CODRDI ITHGENERALCONTMLTORTO INSURE THE POINT OF CONNECTION IS PROVIDEDPE PLANS. 3. IRRIGATIW CONTRACTOR SHALL INSTNLA 1' REDUCED PRESSIIRE_NACKFLOW PREVENTION DEVICE. THIS DEVICE M TO BE LOCATED PER PLAN IN AN ABOVE GROUND ENCLOSURE AND APPROVED BY THE GENERAL CONTRACTOR AND OWNER. IRRIGATION CONTRACTOR TO VERIFY THAT SPECIFIED BACKFLOW DEVICE MEETS ALL LOCALYJ9D STATE REGUTATIONS AND CODES. 4. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO INSTALLATION OF SYSTEM. S. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PHI TO COMMENCEMENTOFWORK 6. CONTACT LANDSCAPE ARCHITECT AND COORDINATE ALL REVIEWS PRIOR TO COMMENCEMENT OF WORK 1. CONTRACTOR SHALL INSTALL Al IRRIGATION EQUIPMENT IN A MANNER SO AS TO CONFORM WITH THE VARIOUS DETAILS, PIAN NOTES, SPECIFICATION FROM LANDSCAPE ARCHITECT AND MANUFACTURER. 0. EXERCISE E ITREME CARE IN EXCAVATING AND WORKING NEAR EXISTING TREES AND UTILRIES, THE CONTRACTOR SHALL VERIFY LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO TREES OR UTILITIES. FIELD ADJUST MAINUNE LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRANTS. TRANSFORMERS. ETC.). HERTEEN S STOCKER JEWELRY 101 SDUBUQUE TEN THOUSAND VILLAGES 105S DUBUQUE TEXTILES 109 S OUBUOUE 9. PROTECT AT ALL TIMES THE WORK FROM DAMAGE AND THEFT. REPLACE ALL DAMAGED OR STOLEN PARTS AT CONTRACTORS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. 10. PLACE VALVE BOXES PARALLEL TO PLANTER EDGES. 11. INSTALL ALL MAINLINES TO SLOPE AT 1%MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF NWNLINE SYSTEM. 12. THE CONTRACTOR SHALL PLACE A 912 SOLID COPPER TRACE WIRE WITH PURPLE PE COVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINE CONNECTING QUICK COUPLER VALVES. 13. CONTRACTOR SHALL INSTALL SLEEVES UNDER HAROSCAPE AT ALL POINTS WHERE IRRIGATION MAIN LINE IS LOCATED. I THE IRRIGATION OONRMCTOR SHALL VERIFY ALL QUANTITIES AND SHALL BE SABLE FOR THE PROVISION OF ALL REWIRED ITEMS ANO COMPONENTS. 15. CONTRA R TO PROVIDE CITY TWO (2) VALVE KEYS NEEDED TO OPERATE WICK COUPLERS. 3" I ROOTPRETTY — — 1155 WBUWE IRRIGATION NOTES: O1 IRRIGATION MAINLINE. CLASS 200 SDR 21 PVC 1 {' (TYPI Q2 IRRIGATION SLEEVE. SCHEDULE 40 PJC 3'(TYPJ Q IRRIGATION SYSTEM SERVICE LINE BY OTHERS. REFERENCE CIVIL ENGINEER PLANS O4 IRRIGATION SYSTEM BACKFLOW PREVENTER Q ISOIATION VALVE -BRASS GATE VALVE- 1}'(TYPJ © QUICK COUPLER VALVE(TYP.) O1 MANUAL DRAW VALVE INSTALLED IN VALVE BOX OB IRRIGATION METER- PROVIDED BY THE CITY AND INSTALLED BY CERTIFIED PLUMBER. METER TO BE LOCATED IN SAME ENCLOSURE AS BACKFLOW PREVENTION DEVICE. O9 IRRIGATION CONTRACTOR TO HAND EXCAVATE MAINUNE TRENCH TO ELIMINATE DAMAGE TO EXISTING TREE ROOTS. NO TREE ROOTS LARGER THAN V DMMETER ARE NOT TO BE CUT OR DAMAGED. , CONSTRUCTION LIMBS I �I I i M ad inse .I „ C E-1 6' i3" $+ I F'l •I I —� All ° 1 I I I i L —_J 1 ( BUM -MON ❑ I 201 SDUBUQUE Ire IRRIGATION SCHEDULE SYMBOL MANUFACTURERIMOOEUDESCRIPTION O Harder HQ-33DLRC Quid coupler valve. parch Ideal, meed, Lover, red press and stainless steel, will, 3'4' NPT NIeL 2-Plere body. o,Nords 513T FILE Broan Verve, Full Pod, Hear, Cray, �Aain9nze SleG IPS, NTaNHandle, Sam Add as mainline xw, 2018 FE Manual Does, iUU(n4 BT ' 6 PN'Reduced Presdea Backflow Preventer Malar 1. -W+fi++rjj ht Yr IIotCBiaes 200 algaued pled,n hill PVC Class 2M SDR zt Pipe Slaeve: PVC Sckedab 40 IRRIGATION PLAN SCALE: 1'=10' 0' N0HlH �✓ o s 1a z0• 40 genus I landscape architects I 325 EAST Sal STREET DES MOINES, IA 5D30P T 515 254 IWC W W W.GENUS-1A.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A52240 P 319MST818 CNIL ENGINEER SHOEMAKER 8 HAAIPND 160 HOLIDAY ROAD CORALVILLE, A M41 P319.351.11W ELECTRICAL N TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55MI.4443 P 163.415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IGWACNY,145P240 P 319.33378% LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. PDD MINNEAPOLIS, MN 55414 P 512359.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, I4 01 04IIti TODD 02 WS(IG011 100%DD 03 1N102017 MCD D4 12/A2D17 100%CD 05 01252015 BIDSET - IRRIGATION PLAN `60M IR -104 ME. 1. CpTRACfOR iO NBiNL MP INLINE ..ON PLANS U MAI NE rvRL VOAY EASED ON TURRINO FREE RWT VTNUCF RE. MINIMUM CGVER ODER MAINLINE E. CFAL WPTI IFI LOPVEO BY TREE REST BLRIICiUfQ SINLL BE laic. 2. ALL SCI MUD PIPE SNAL BE MAIN MRp4TCX SUPPLY UNE 4 TRENCHING DETAIL SCALE, N.I S INSTALL MAINUNE YVIIN UNDUE STRAND i CEINPACTINE TRENCH 70 AULCAN FOR SETTLEMENT ENSURE C�L� NETTTE.ANT HAS OCCURRED PRIOR TO LILILI PENUPECIFEATIONS ME. 1. CpTRACfOR iO NBiNL MP INLINE ..ON PLANS U MAI NE rvRL VOAY EASED ON TURRINO FREE RWT VTNUCF RE. MINIMUM CGVER ODER MAINLINE E. CFAL WPTI IFI LOPVEO BY TREE REST BLRIICiUfQ SINLL BE laic. 2. ALL SCI MUD PIPE SNAL BE MAIN MRp4TCX SUPPLY UNE 4 TRENCHING DETAIL SCALE, N.I S BELLE: N.is. 1IMuw.) I N3.N RE. TOFF t'. aXRVBaI U]A4£Di000V A—rrsrc STAFF EI URCI-Aaa srEeLc6wc aS DM�xrLoxDl BRM Ix1— // oiir ED Roar vNPRE+ssenBiEosmuO JOIMASSENBLY PVCMY NE PER PONT Z QUICK COUPLER VALVE acuex*a M458 UNE VKVE Nussasn;vuvE — FORMANEPPD-IERSPE PERMAVVFPLNPERBPE(S WATER SERVICE ONE BY OTRFAa V-11-- METER BACKFLOW ENCLOSURE BVLE:N.iS. genus [ landscape architect ] 325 EAST 5- STREEL DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-1A.coM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY ,1452240 P 319.3367676 CIVIL ENGINEER SHOEMAKER 6 H4ALAND 160 HOLIDAY ROAD CORALVILLE, M 52241 P 319.351.71 W ELECTRICAL 6 TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 5544TA443 P 7E3.475.OD10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTON STREET, STE. 0 IOWA CITY, N 52240 P 3193337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 20C MINNEAPOUS,MN55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, 14 01 042W20T7 70% DO 02 08130^A17 1a0% ED 03 IVIM17 50% GO 04 1212 017 100%CD 05 O11262016 BID SET IRRIGATION DETAILS 16034 IR -200 i LILILI LIL�1L • ' ]� BELLE: N.is. 1IMuw.) I N3.N RE. TOFF t'. aXRVBaI U]A4£Di000V A—rrsrc STAFF EI URCI-Aaa srEeLc6wc aS DM�xrLoxDl BRM Ix1— // oiir ED Roar vNPRE+ssenBiEosmuO JOIMASSENBLY PVCMY NE PER PONT Z QUICK COUPLER VALVE acuex*a M458 UNE VKVE Nussasn;vuvE — FORMANEPPD-IERSPE PERMAVVFPLNPERBPE(S WATER SERVICE ONE BY OTRFAa V-11-- METER BACKFLOW ENCLOSURE BVLE:N.iS. genus [ landscape architect ] 325 EAST 5- STREEL DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-1A.coM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY ,1452240 P 319.3367676 CIVIL ENGINEER SHOEMAKER 6 H4ALAND 160 HOLIDAY ROAD CORALVILLE, M 52241 P 319.351.71 W ELECTRICAL 6 TRAFFIC SIGNALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 5544TA443 P 7E3.475.OD10 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTON STREET, STE. 0 IOWA CITY, N 52240 P 3193337850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 20C MINNEAPOUS,MN55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, 14 01 042W20T7 70% DO 02 08130^A17 1a0% ED 03 IVIM17 50% GO 04 1212 017 100%CD 05 O11262016 BID SET IRRIGATION DETAILS 16034 IR -200 vt THINAMMUM.PW wRiw DETTED lwcF l.vMaaYGEWLLAxEaoaXAAUDExncce sEREswITN smUCT;QEj- W GILBP& NF1LpM A V ADB, PRCEWMG "ENTREE DNE.ro E USW WEE A.EUCHILA:`NGL. 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DRAWINGS FOR ELECTRICAL FEEDS, DISCONNECT SWITCHES, CONDUIT, AND r I'WIRE FOR ALL LIGHTING ruJ 11 EQUIPMENT. •I• SF DIVISION 26 CONTRACTOR F y �• SHALL PROVIDE AND f I' INSTALL ALL LIGHTING _ sF" i EQUIPMENT AND CONTROL •" TE WIRING OPERABLE LE SYSTEM AND OPERABLE SYSTEM. I I I F M� I �-� LIGNTIN EC BALMK �• INTERFACE IN LIBRARY BASEMENT �� �ICPL ROdA 01W (NOT SHOWN IN TRUE L(XATM)N) I MIMMM— F V Af e r sr° lou z c 7 - >0, R C Y6r.• RST R— REFERTO _ _. -•• ❑ L • • �•—_— m` _ N li+ _ F MATEE.S PLM! F, pSST,—•••— CONTROLCABINETWIRI REFORM COMPANY SWITCH. M>TERKLS SEECAV DEMILNI3 CRP 1. AND ESI PIAN f i2 -'\ LIGHTING CABINET GENERAL NOTES: G. COORDINATE INSTALLATION AND WIRING FOR 3. NOTED TYPE SF FIXTURES WILL SUPPORTA EQUIPMENT BY OTHERS ATTACHED TO LIGHTING SECURITYCAMERA BY OTHERS. COORDINATE A. INSTALLATION SHALL CONFORM TOALL POLES. VERIFY WIRING REQUIREMENTS AND WIRING AND MOUNTING WITH SECURITY APPLICABLE NEC, UL, STATE AND LOCAL CODES. FINISH DETAILS WITH DESIGN TEAM. VERIFY CAMERA CONTRACTOR. B. ALL DIMMING CIRCUITS ARE TWO -WIRE. NO HEIGHTS AND MOUNTING OF ALL OBJECTS 4. CONTROL INTERFACE RACK LOCATED IN COMMON NEUTRALS SHALL BE USED. DURING SUBMITTAL PHASE. LIBRARY, ICPL ROOM 010A. C. FIELD PAINT ALL CONDUIT, JUNCTION BOXES . PROVIDE (1)2OAMP 120V CIRCUIT. AND HARDWARE TO MATCH ADJACENT KEYED NOTES: 5. PROVIDE ADD ALTERNATE PRICING FOR ALL SURFACES. FIXTURES ASSOCIATED WITH THE STAGE D. ELECTRICAL CONTRACTOR SHALL VERIFY 1. IN ADDITION TO LIGHTS AND BANNER ARMS, CANOPY AS PART PF ALTERNATE Ni. RUN ALL RECESS CONDITIONS, AND MOUNTING POLE TO SUPPORT PTZ CAMERA AND VERIZON CONDUIT TO STRUCTURE LOCATION AS PART OF HARDWARE REQUIRED PRIOR TO PURCHASE OF SMALL CELL NODE 4 EQUIPMENT. COORDINATE BASE BID. ANY LIGHTING FIXTURES. WIRING AND INSTALLATION WITH SECURITY 6. PROVIDE ADD ALTERNATE PRICING FOR ALL E. ELECTRICALCONTRACTORSHALLVERIFY CONSULTANT AND VERIZON. POLE FIXTURES ASSOCIATED WITH THE BLACK HAWK MOUNTING HEIGHTS OF ALL DECORATIVE MANUFACTURER TO PROVIDE STRUCTURAL PARK SNIDE CANOPY AS PART PF ALTERNATE FIXTURES WITH SCHULER SHOOK PRIOR TO ANALYSIS OF POLE WITH ALL EQUIPMENT N2. RUN CONDUIT TO STRUCTURE LOCATION AS INSTALLATION. ATTACHED. PART OF BASE BID. F. REFER TO E- SERIES DRAWINGS FOR DUPLEX 2. IN ADDITION TO LIGHTS AND BANNER ARMS, T. PROVIDE CABINET AND BASE ELECTRICAL AND VENDOR CART POWER LOCATIONS. POLE TO SUPPORT PTZCAMERA COORDINATE PANELS AS PART OF BASE BID. PRICE ALL G. COORDINATE INSTALLATION AND WIRING FOR WIRING AND INSTALLATION WITH SECURITY THEATRICAL CONTROL EQUIPMENT IN EQUIPMENT BY OTHERS ATTACHED TO LIGHTING CONSULTANT. POLE MANUFACTURER TO SPECIFICATION SECTION 260821 AS PMT OF PROVIDE STRUCTURAL ANALYSIS OF POLE WITH AOOALTERNATENI. LUP. —hitech 1 —6 f)lAj4•+N3& DES MOINES, A 50309 r Ct_TEA?� 1010 T Y jnw.A.. .. NEUMANN MONSON ARCHITECTS 221 EIST COLLEGE STREET. STE. NO IGWACNY. AWC P319.3387873 CML ENGINEER ISO 4ER S HN%AND HCUDYROAD COAVASMtl P319351115(l EIECTRK:AL6TRAFRCSIGNALPATNN4 SRF CMULTING ONE CARLSO4 PARKWAY NORTH, STE 1W MINNEAPOLIS, MN 5599TJ 1A1 P 163.675 W10 STIUKTOMENGINEER RPM RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, ASOO) P3193T4.78W UGHVNG DESIGN SONLER SHOOK 219MWSTRE7SE, STEM MINI+FFPOUS M455414 P6123ASM PE11ES mMNJIMPROVEMENTS IOWACBY,A 03 0&.tl°M17 100%DO 03 1a10A11 BO%CD N 1] 17 II CD OS 01/ 018 BOSET LIGHTING PLAN teoB4 1/YLN10 B:3 PM AL1.1 AND � meuP wPwnlEla+aOOF I ouPLFJL PUNrro MA I� S1RlILl11RE. iYP. L _ _ _ _ _ -BADE _ _ _NEFFBIOiAL TWALJGiMWNiMIG BF —' 1 �GTPB MOORTO SRNCNREe ALL EWIPM TO TIE SIRUCr11XE IIWNFTOBTRUCRWEvQO _ I I - -_---- I ---- --- ------ - I O I o1mLF1LAT ST -. -- •1'dwF.0. OPY S I21SM e C( "NO CRP OVNFx J. WPIF% C,RMR grvD $M u IiREPTRC 1'A'10SY WPLE% - — RECEPrAc RECEPrApm MWIrtEo rU IDFN TD FR OF C0.UMi. TO FflOHr Cf C0.MM- N'd AF.F._ — _ _ —T. D——REFERTO / M LECTURAL MCXRECNMI GHTING PLAN - PEDESTRI MALL DETAIL AT CCY OR ELS EWLE CIMCAT. a RACK BOX 54PRIED RPT To LCSTA7f ONMAT,ON NOTE : CONFIRM qLL CU5T0M IRBELS ..ev.,...a I I 4, JRINTOM�PTFLE —ER SUWLY 0-1 VD DESIGN OF G SYSTEMS. qq 19�C��RPA E SAFETY AND ONLY REFER TO ESERIES DRAWINGS FOR ELECTRICAL FEEDS, DISCONNECT SWITCHES, CONDUIT, AND WIRE FOR ALL LIGHTING EQUIPMENT. DIVISION 26 CONTRACTOR SHALL PROVIDE AND INSTALL ALL LIGHTING EQUIPMENT AND CONTROL WIRING FOR A COMPLETE AND OPERABLE SYSTEM. PER SPEGFIUTFJN PACERATE. 64cIt BOx. MIo XMMMMUJI" wEwTHERPROOF NwGEU CGVEa MW UFALTVRER IS 11— IF I � meuP wPwnlEla+aOOF I ouPLFJL PUNrro MA I� S1RlILl11RE. iYP. L _ _ _ _ _ -BADE _ _ _NEFFBIOiAL TWALJGiMWNiMIG BF —' 1 �GTPB MOORTO SRNCNREe ALL EWIPM TO TIE SIRUCr11XE IIWNFTOBTRUCRWEvQO _ I I - -_---- I ---- --- ------ - I O I o1mLF1LAT ST -. -- •1'dwF.0. OPY S I21SM e C( "NO CRP OVNFx J. WPIF% C,RMR grvD $M u IiREPTRC 1'A'10SY WPLE% - — RECEPrAc RECEPrApm MWIrtEo rU IDFN TD FR OF C0.UMi. TO FflOHr Cf C0.MM- N'd AF.F._ — _ _ —T. D——REFERTO / M LECTURAL MCXRECNMI GHTING PLAN - PEDESTRI MALL DETAIL AT CCY OR ELS EWLE CIMCAT. a RACK BOX 54PRIED RPT To LCSTA7f ONMAT,ON NOTE : CONFIRM qLL CU5T0M IRBELS ..ev.,...a I I 4, JRINTOM�PTFLE —ER SUWLY 0-1 VD DESIGN OF G SYSTEMS. qq 19�C��RPA E SAFETY AND ONLY REFER TO ESERIES DRAWINGS FOR ELECTRICAL FEEDS, DISCONNECT SWITCHES, CONDUIT, AND WIRE FOR ALL LIGHTING EQUIPMENT. DIVISION 26 CONTRACTOR SHALL PROVIDE AND INSTALL ALL LIGHTING EQUIPMENT AND CONTROL WIRING FOR A COMPLETE AND OPERABLE SYSTEM. 5 CRP SCHEDULE \ u+� BCNe NO SCALE MMMOMMROM PER SPEGFIUTFJN PACERATE. 64cIt BOx. MIo XMMMMUJI" wEwTHERPROOF NwGEU CGVEa MW UFALTVRER I WK CONTROL. I..E 5 CRP SCHEDULE \ u+� BCNe NO SCALE MMMOMMROM PER SPEGFIUTFJN PACERATE. 64cIt BOx. MIo XMMMMUJI" wEwTHERPROOF NwGEU CGVEa MW UFALTVRER NON SurTIXl ouxMliT M10 E1F Zo PER SPEGFIUTFJN PACERATE. 64cIt BOx. MIo XMMMMUJI" wEwTHERPROOF NwGEU CGVEa MW UFALTVRER NOTE: C01fMW FiLC1KNMLMEI2 7 DETAIL AT ES / Alta INOMJN 3•=i'-0' GENERALNOTES: A INSTALLATION SHALL C FORM TO ALL APPLIGABLE NEC, UL, STATE D LOCAL CODE RCURS B. ALL DIMMING CIARE O -WIRE. NO COMMON NEUTRALSSHALIT,JL SE CT US C. FIELD PAINTALLCONDUUNBORE: AND HARDWARE TO MATCH ADJACENT SURFACES. D. ELECTRICAL CONTRACTOR SHALL VERT ALL RECESS CONDITIONS, AND MOUNTING HARDWARE REQUIRED PRIOR TO PURCHASE O ANY LIGHTING FDETURES. E. ELECTRICAL CONTRACTOR SWILL VERIFY MOUNTING HEIGHTS OF ALL DECORATIVE FDRURES WITH SCHULER SHOOK PRIOR TO INSTALLATION. F. REFER TO E - SERIES DRAWINGS FOR DUPLE AND VENDOR CART POWER LOCATIONS. G. COORDINATE INSTALLATION AND WIRING FO EQUIPMENT BY OTHERS ATTACHED TO UGHTIN POLES. VERIFY WIRING REQUIREMENTS AND FINISH DETAILS WITH DESIGN TEAM. VERIFY HEIGHTS AND MOUNTING OF ALL OBJECTS DURING SUBMITTAL PHASE. KEYED NOTES: genus I lo/NisconE acMFech ] 325 EAST 5- STREET DES MLNNS,u 50309 Www.GENUS-UkCOM ARcxFr6DT NEUMANN MONSON ARCNIT, Sn, 121AC17 A.LEGE STREET, &TE.>X NMA CITY, A52200 P 319 X61618 CML ENGIIEFR SHOEMAKER 6 XAAVMID 160 HOLIDAY ROPD COR MLLE, A 52211 '31935171R) EEECTNCAL &TRAFFIC SIGNALPATION SNF CONSUONG ONE CARLS%PARKWAY NORM. STE I% MINNEAP(XIS. MN 55 74MJ P 163.475 X10 BTRUCNRALENSINEER PAKERRHW ESEWIIiIiEMNG 122E WASHINGTON STREET, STE B NMAQTV,A522N0 P319.m.2&X DGIREID DESIGN SCMILER SHOOK 219 MN STREET SE, STE. 200 MWNUIPOUS.MN5914 P612339S% 10WACIIY.A of WRB'ZO11 MOO U o80o"A11 10 00 od 10,150)IT MCD DB 01F1 la 90SET BD e9 AC CC/EX/PN/89 PEDESTRIAN MALL LIGHTING DETAILS t6wN +mole 1zaGFrn AL1.2 THLIGHDTING T S @nUS ( G LAYOUT AND DESIGN OF Iro^ aPe cm N'fechl 1 ING SYSTEMS. ma p ENGINEERANESRRV TnA$$URE SAFETY AND �YA�IM" Sas FAST 5M MEET DESMOINMA 5M f T $15 204 1010 ((1 RONAVAYnoTras FOR NX,1ME SAY '.GENIIS{ACOM i ii FN,wE F. ONLY (( { - REFER TO E -SERIES MGNrEDT DRAWINGS FOR ELECTRICAL NEUMMNMONSONMCHRECTS (f FEEDS, DISCONNECT Y3I EASTCGUFGESIREET, $iE. N1 (i 1EWIRE SWITCHES, CONDUIT, AND mwAcm,wsatB 1 RNiNER P919998i81H tl ( IIAMt(3t FOR ALL LIGHTING N'++� EQUIPMENT. CM ENGINEER DIVISION 26 CONTRACTOR SrIOEMnXFxannuulo II I E E SHALL PROVIDE AND CORALVlGnra 5n V17150 5IIA1 1 p INSTALL ALL LIGHTING 1`319 Pa19.9511150 11 t I 1 'L]1P EQUIPMENT AND CONTROL 1 ( F1ECiRICNaTRAFM SmNAIPATOM 4Sa a-tv b.,p WIRING FOR A COMPLETE SRF CONSULTING i( ( AND OPERABLE SYSTEM. ME SM PM AY NORTH, t 6Ecuwtt o STE tw i ( GAe+�` BY OTHERS MINNE S, MNSN73 pRSECUwtt GIMHU BY OTIER6 Pi691i5 W10 (1 1S -1P S -0P I S/RERRH IR+v DIES ENGINE RMER RHOGES ENGINEERING 1OWACOY INGTON STREET, STETS i X1IYACIIY,w5Rt0 P319S8.1950 t 1 LIGNRXG OESIGX LWTINRSHOOK 1 1 t 219MNSTREET$E.$TE.t00 MINNEAPCUS,MN55/14 P612399.w [; I I ( ((' 1 DETAIL AT POLE SA 2 DETAIL AT POLE SA1 3 DETAIL AT POLE SA2 uu ImA'LE: va•=r-a• Aua scuE: 11 •r -o• ( (� PECESTRM MNl IMPROVEMENTS ' } OWACITY,w I I i •.••• t '� 11 at 1 � HCOEt ELL 0,NSMALL BELL 0, GTXERS TYPE 9P eD TY P � i 11 t' NSTNLe.YYAOEO TYPE80 �� of ON 17 ]0%W HELY WUM 02 08!!0'4017 1001o0 m wlerml] MCD (!� i BANNER 04 iv HT +ORwco If i� E 1 os olrearzRle em 6ET AT RFLfNi awn6R s A INSTALLATION SHALL CONFORM ALL STATEANDLOCAL CODES. APPLICABLE NEC, C 4 BY OTHENS 4za By orHERs zR-+- .ALL DIMMINGEUTR CIRCUITSAREBE RE. NO IRC �1Du wusa i ('f BYOTERT eroTHERs MON NEUTRALS SHALL BE USED. USED C. D PAINT ALL CONDUIT, JUNCTION BOXES ±FII SEDURTY AND WARE TO MATCH ADJACENT evOT Eu SURFACE D. CONTRACTOR CONTRACTOR 4 to ,Sa} AND MOUNTING ALL RECESS C MOUNTIHALL NG RECESS 11 AR QUER PRIOR TO PURCHASE OF ANY LIGHT114G E. ELECTRICAL CONTRA RSHALL VERIFY !(1 MOUNTING HEIGHTS OFALL CORATIVE PEDESTRIAN MALL FIXTURES WITH SCHULER SH PRIORTO (4]�i INSTALLATION. LIGHTING DETAILS 1 j WEATXERPROJF F. REFER TO E -SERIES DRAWINGS DUPLEX 14 .T �� AND VENDOR CART POWER LOCATION. 'EX za AF.P G. COORDINATE INSTALLATION AND WIRIIN EQUIPMENT BY OTHERS ATTACHED TOLIGH I �• ,R,yptS tits PM POLES. VERIFY WIRING REWIREMENT, AND SH DETAILS WITH TEAM _ 1 HEIGHTS AND MOUNTIFIN NGS OF ALL OB.IECTSIGN 4 DET AT POLE SO 5 DETAIL AT POLE S01 DURING SUBMITTAL PHASE. p uta RrwIE: 1/4' 1'-0• ala ecALE: 1I0' • i'-0' !! t 1 `� KEYED NOTES: AL1.3 1 C L) RIGGING - SECTION Pa, . r=rn• raj• JR CIFNCY LIGHT D R BLOCK-I2)SHEAVES MOUNT BLOCKS TO r BOTTOM OF G11RER JR CHANCY LKiMDUTY BLOCY.-13)SHEAVES BLOCK NCT SHEAVES HAVES BLOCK_MI SHEAVES PROVIDE SNAP HOOK AT ME END OF EACH ONE, PERMANENTLY WEIGHT CABLE ABOVE SNAP HOOK AS REWIRED TO ENSURE THEY WILL ALWAYS COME TO ME GROUND. PLANT ALL HARDWARE WHITE, BANNER RIGGING DUPLICATES AT ALL (3) SAYS BEHIND THE STAGE. 2 s MfDf z JRCIANLYprtY BLOCK-(4)SH E WES EXTERIOR RATED COATEDAIRCRAF CABLE ABOVE CLEW THESE TWO LINES FOR OUTER PULLEYS THESE TWO LIKES FOR INNER PULLEYS COATED NRCR /CABLE ABOVE CLEW NICOPRESS CONNECTIONS THIS DRAWING INDICATES genus THEATRE EQUIPMENT CLEW CLBW LAYOUT AND DESIGN OF I landscape architect J THEATRE SYSTEMS. ROPEwLcw CIBW N)LLFAT TO HOLD EXCESS ROPE REVIEW BY A QUALIFIED Q) CLEAT$ FOR /TING ROPE CLEARS) ENGINEER IS NECESSARY 325 EAST 5- STREET SLOTS CLISTCWHINGEDBOXTOROPE, Q A SAFETY AND DES MOINES, IA 5030P T W O SLGTs Ar rCP TO Allow C TO �T C PLIANCE. FABRICATE HINGED, ¢EYED T 515 251 1010 STEEL BOX PAINTED TO MATCHSTRUCTURE. BOXTO BE ENCLOSED ON a WWW.GENUS-UICGM ALL SIDES AND HAVE SLOTS FOR ROPES AT THE TOP. 2018 F E L PM 4' Ai (� JL .�..w CITYC LCpintK ARCHITECT NEI MANN r III IOWA CITY. low1. 221 EASTCOLLEGE STREET. ST6 CITY COLLEGE STREET. �7 P 319.3381878 RIGGING - SECTION CML ENGINEER {GALE: 1' =1'-0' SHOEMAKER& HAALVID 168 HOLIDAY ROAD CORALVILLE. W 52841 P 319.361.7150 THESE TWO LINES FOR OUTER PULLEYS THESE TWO LIKES FOR INNER PULLEYS COATED NRCR /CABLE ABOVE CLEW NICOPRESS CONNECTIONS AT CLEW CLEW CLBW ROPf BELOW GEW ROPEwLcw CIBW N)LLFAT TO HOLD EXCESS ROPE Q) CLEAT$ FOR /TING ROPE CLEARS) CLISTCWHINGEDBOXTOROPE, DONAL AVM BG%TO BE ENCLOSED W ALL 051DE5 WITH T W O SLGTs Ar rCP TO Allow C TO PASSTH THAI. 2 RIGGING -ELEVATION 4 RIGGING - SECTION M101 BOILE: 1' = 1'iY TR101 BOLE: 1' = T'-0• O SRF CONSULTING ONE CARLSON PARKWAY NORM, STE. 150 MINNEAPOLIS, AN 5WT4443 ..� P /634750010 3.= ._ STRUMUL ENGINEER RAKER RHODES ENGINEERING 172 E. WASHINGTON STREET, STE. B IOWA CITY, A5224 P 319.333.1850 SCHULER TRE/ 219 INMNP GL.. EM 5E STE.21p MINNEAPOLIS. MN 55111 P 612339.958 GENERAL NOTES: A. INSTALLATION SHALL CON\LOCODES. APPLICABLE NEC, UL, STATE AB. STRUCTURAL MEMBERS ARDESIGN INTENT ONLY. C. FIELD VERIFY ALL DIMENSIMOUNTING CONDITIONS PRIO INSTALLATION. D. BANNER RIGGING PROVIDED AS PART OF ALTERNATE 117. 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M 50309 T 515 284 1010 WWW.GENUS4AC0M NE MANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, SM. 303 KAVA CITY, LA SM40 P 3193387870 CML ENGINEER SHOEMAKER 8 HAALANO 160 HOLIDAY ROAD CORALALLE, M 57241 P 3193517150 ELECTRICAL 8 TRAFFIC SIGNAL17ATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS MN 554471443 P 763.475.D010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWAGm, A52240 P319M7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, SIE 20D MINNFAPDLIS,MN55444 P 6123395958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY. LA 01 FM MRIR017 MOO, OA 1&182017 MCD 04 12202017 ll0 DO 05 OVL is BID SET eeAEH7PNlss ELECTRICAL SITE PLAN AREA 2 180 NNAYI ES112 • ` T PUBLIC LIBRARY , 1295 LINN I II — GA MEN GARDEN a PA � Sf.N tsJ I � _ ----- _J zaN —`sax a a a 3r w soN 1 mil I Rv � i de c– PA J c c c T PA PA s e / PA – [ a—ryLa //�� —a J- L O _ ® J— — ®L--- PATIOEKPANSION .---.._.. PA BREAD GARDEN MARKETAND BAKERY HOTEL VETRO3 CONFERENCE CENTER F 225S LINN 221 SLINN I 221 ECO BE A CITY FITNESS 3N FLOOR PLAZA TOWERS UNDERGROUND PRINTING 2105 DUBUQUE x -.— GO mnr G w ® .wmaaarsee �o WT PA 0 S IG 2a I I I I D 1IICH10FEET genus [ landscape DrcMTec7s 325 EAST STM STREET CES MOINES, A 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCIRECT NEIMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET. STE 303 IOWA CITY, A52240 P3193387876 CML ENGINEER SHOEMPRER B HAALMD IM HOLIDAY ROAD CORALVRLE, A 5441 P319351315) ELECTRICAL 6 TRAFFIC SIGIML2ATM3N SRF CONSULTING ONE CAR -SON PARKWAY NORM, M. 150 MINNEAPOLIS, AN 554471443 P RGAT5.0010 SITKICMUL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A040 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MNN STREET SE, STE. 211E MINNEAPOLIS. MN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IP-ACITY, A 01 p42111s,017 MCD � vu oma mmrm m [ 4aF�..�b� M O VXIM017 Imm rt wm. wa uMfw6'a� 01 12ITIYZ017 100%CD 05 01/ 18 BID SET mxa ab.wo ilia ooia aw wa. mr � m wn e x -.— GO mnr G w ® .wmaaarsee �o WT PA 0 S IG 2a I I I I D 1IICH10FEET genus [ landscape DrcMTec7s 325 EAST STM STREET CES MOINES, A 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCIRECT NEIMANN MONSON ARCHITECTS 721 EAST COLLEGE STREET. STE 303 IOWA CITY, A52240 P3193387876 CML ENGINEER SHOEMPRER B HAALMD IM HOLIDAY ROAD CORALVRLE, A 5441 P319351315) ELECTRICAL 6 TRAFFIC SIGIML2ATM3N SRF CONSULTING ONE CAR -SON PARKWAY NORM, M. 150 MINNEAPOLIS, AN 554471443 P RGAT5.0010 SITKICMUL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A040 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MNN STREET SE, STE. 211E MINNEAPOLIS. MN 55414 P 612339.5958 BMS • !144 r� 9B'!EN/PN/93 ELECTRICAL SITE PLAN 16W4 pp/kWMkNM ES113 PEDESTRIAN MALL IMPROVEMENTS IP-ACITY, A 01 p42111s,017 MCD M O VXIM017 Imm 03 10MVs01T 501E CD Y 01 12ITIYZ017 100%CD 05 01/ 18 BID SET BMS • !144 r� 9B'!EN/PN/93 ELECTRICAL SITE PLAN 16W4 pp/kWMkNM ES113 E —. I � -----_ �� o f11 ,I■II IIS, r++T ■ ❑ � J �! can-, a ti o a 1 t iyr genus j landscape mctutects 325 EAST 5- STREET DES MOINES, W SW T 515 284 1010 s,. N W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IDWA CITY, A 52240 '3183381018 CNLENGINEER SHOEMAKER B HAALAND 160 HOLIDAY ROAD CORALVILIE. A 53241 P3193511150 EUECRMAL 6 TRAFFIC &GI A YATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55MIJ443 P 163.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE.8 IOWA CITY. IA 52240 P 3193331850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55114 P 612339.5950 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA Ot 04Z11 70% DD 02 OBO 17 100%DD 03 101BR017 BOB CD oe 17 17 V0 Do X 01r 18 BID BET Bs1s sal r Bill Ell IPN ISS ELECTRICAL SITE PLAN AREA 1803{ ES114 Om 0.'3 WIII.CYI N IC➢ 'I rlPim-iww � 4 Wn IxNr sm[ Iu NSM - rmowrz VZm Intl[ x nVi pI`IRY_ R u'mo[npiw. IMG _R 0x.u1 ■ �.... VCi\R\1\II��yyY//rrA.mllm �[�rdi�YO. �gYRlu[wm Ila � I®oO[VLL Irl ® waaa.wme x.\ m O PA rlxiw .l. 1Y w I I O1 RICH -10 FffT genus j landscape mctutects 325 EAST 5- STREET DES MOINES, W SW T 515 284 1010 s,. N W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IDWA CITY, A 52240 '3183381018 CNLENGINEER SHOEMAKER B HAALAND 160 HOLIDAY ROAD CORALVILIE. A 53241 P3193511150 EUECRMAL 6 TRAFFIC &GI A YATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55MIJ443 P 163.475.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122E WASHINGTON STREET, STE.8 IOWA CITY. IA 52240 P 3193331850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55114 P 612339.5950 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA Ot 04Z11 70% DD 02 OBO 17 100%DD 03 101BR017 BOB CD oe 17 17 V0 Do X 01r 18 BID BET Bs1s sal r Bill Ell IPN ISS ELECTRICAL SITE PLAN AREA 1803{ ES114 0 A PA Illy �- I ST vw le I — -- — —i El X181 �f r L I 7 ® = I C1=7 I Ks I Kyo I I I PA I IRA ERTEEN 8 STOCKER S JEWELRY 8t r �I I �® I I I I 55' I ® I I r 112 PA Rle �• I F I -. /'/, III 9 W 45 l �li rJ •' —_ --- 1 TEN I ODUBUQUE VIILAGES r• w l — I I �� - - — — w �vA 4'LS >a l °-- I I I IPA 57 r I � TFJlIILFS-------�-- 1033131AT4101Ai ®:A t r a II J �_ _ it FORBID PLANET S DUBUQUEBU� Ml DUBUQUE AI VBUOUE 42' §E r ROOT PRETTY r ` 1153 DUBUQUE _pm"EAB 77 i Ectf+K . evrLs m.i iuswxa �m �art� i, or.R'm•�i.�wm°�Ow.Aom�m.ao � Y�nmr t A k� i MOb w Iw111.81 .mAum a nAe u N� w[ Am nu�•c ®Dort �• marts[ /M! ML i ai i IR'® wN a Wv Wa�iwia m irtna Y •11M[NYiR i{10196R paxmim xnuIDw nvS L WLi Mlb OIwY111K, ®Lia �` ■ 1 �R`� YMYLV WPLnz n'eumx � wm[ m �u/rp 0.uW am Aw � ra[uu xnru tb L'L �] ® uw,vL aim .mea Ab rwo �I�f waw �. von rwi m pan e a nwnr w •mea �A .awa DO cwa O a ow.a PA mmv w 0 5' 10 2a I I I I O 1 NJCH= IDFEET genus [ landscape areNtecfs ] 325 EAST 5- STREET OES MOINES, IA 50309 T 515 284 1010 W W W.GENUS-LA.COM Zzo NEUMANN MONSON ARCHITECTS 221 EASTCOLLEGE STREET, STE. 333 IOWA CRY, A52240 P 319.3387818 CML ENGINEER SHOEMRER& HAAfAND 180HMIMYROAD COMOLLE. M 52241 P319.351.7150 ELECTRICAL & TRAFFIC SIGIIMITATIOM SRPCONSULTING ONE C RLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 55WT4443 P 783475.010 STRUCT11MLENGNEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CRY. M52240 P 319333.78M LIGHTING DESIGN SCHULERSHOOK 219 MAIN ST REET SE, SFE. 2110 MINNEAPOLIS, MN 55414 PMEM.5955 PEDESTRIAN MALL IMPROVEMENTS IOWA CRY, N - rrn�& _= KR 05`=0tT VAMOU 03 1W1i201T MCO 04 1N 017 I00% co 05 0112&SV18 NO SET zz_ ♦ _ WiAEHIM/83 ELECTRICAL SITE PLAN AREA 5 18034 ES115 tvw0000.. A -- F-1 -- ❑ wrwo wow[ o memo a oa � �"OO G U 4FILE 6 -6 PM 4.3 IOWA CITY, IOWA genus [ IMdXcpe arc4Nlech ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-LA.COM ARCHITECT NEUNANN MONSON ARCHITECTS 121 FAST COLLEGE STREET, STE. 303 IOWACRY, A52240 P 3193381078 CML ENGINEER SHOEMAKER 6 HAALAND 160 HOLIDAY ROAD CORALVIL3E. A52241 P3193517150 ELECTRICAL TRAFFIC SIGNALZATNMI SRF CONSULTING ONE CARLSON PARKWAY NORTH, STEAW MINNEAPOLIS, MN 554474443 P 763.475.0010 SMMRAL ENGINEER RAKER RHODES ENGINEERING 122E. WASHINGTON STREET, STE.B IOWA CRY. A 52240 P 319 333 7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE 200 MINNEAPOLIS, MN 55414 P 612.339.5958 PEOESTR4W MALL IMPROVEMEMS IOWA CITY, A D1 OD 17 mm m ON0M1017 1l D m DS 1WIBI2DI7 5 CD 04 1]/2o"N17 I0 CD m DVl is 8113 E SLIM SLIM SWLI BD e— AC CCIEDIIPNISS ELECTRICAL SITE PLAN WIRING DIAGRAM 15014 anraa7,raAu ES116 I I I I I I I I I I I I I IY pd IP T Opp p W¢ Y fW 11.. ILE© I Tc1w. IPIB FEB -U I R} CI • 0 oppr apa w genus [ IanCfcope =mtecfS ] 325 EAST STM STREET DES MOINES. IA S030P T 515 284 1010 �— W W W.GENUS-LA.COM ARC1&TECT NEUMANN MONSON MCMTECTS MI EAST COLLEGE STREET, STE. 303 IOWA CITY, LV 52240 P3193387878 CML ENGINEER SHOEMAKER& HAALANO 160 HOLIDAY ROAD CORALVILLE, 852241 P319Mt.7150 ELECTRICAL & TRAFFIC SIGNALIYAT&ON SRF CONSULTING ONE CARLSON PMI(WAY NORTH, STE. 150 MINNEAPOLIS, MN SW74443 P763A75.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.8 IOWA CITY. A52240 P319LM1 50 LIGHTING DESIGN SCHULER SHOO( 219 MAIN STREET SE, STE 2D0 MINNEAPOLIS. MN 55414 P 611339,5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CO. A O1 pY i7 MDD m (xymm17 100x0D 03 I&IIMM17 MOD O4 T=)A 117 100x CD OS 017Jfl�W18 BIDSET GMB SJM fIWJ BD CCIEHIPNISS ELECTRICAL SITE PLAN ELECTRICAL DETAILS 1h934 ES117 genus [ lantlscape archihrcls ] 315 FAST SM STREET CES MOINES, IA 50309 T 575 184 1010 W W W.GENU$-LA.COM ARCHITECT NEUMVIN MON" ARCHITECTS 221 EAST COLLEGE STREET. SM. 303 IOWA Cltt, w 52210 P 3191381818 CIVIL ENGINEER EHOEMAKERB HAVANO 160 HOLIDAY RQ40 coRALwLLE.wszzal P319.$1.1150 SRF CONSULTING ONE CNLSON PARKWAY NORTH STE, 150 MINNEAPOLIS, MN 554474//3 P 1634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, w522/0 P319.333.1850 SCHUTER 54001( 219 MAIN SIAFET SF. SIE 200 MINNEAPOLIS, MN 55114 '6123M.5958 PEOESIRUN AWiI IMPROVEMENTS IOWA CRY. w @r CABINET A PANEL SCHEDULE OY2YNI7 TO%OD 02 FILEn MOUMING LOCATION 1W16'ZOl) 50%CD SERVX.E tWzwmn laoz CD os flEMMKS PAO AMPS VOLTS PHASE WIRE AMTS 200 VOLTS PHASE WIRE 120/208 3 4 RATING: 2 OOD AIC NKIUNTED NORTH STORY WALL 200 ] 3 1 MTING:2 000 NC CIRCUIT DESCRIPTION BKR CRT ANTICIPATED PHASE ANTICIPATED LOAD IN WA A B C LOAD IN INA CKi BKR gNfICIPATEO PRASE ANTICIPATED RECEPTA[1f5-841 1 0.1 0.1 CIRCUR DESGIPTION BItN CKf CKf LOAD IN KVA A B C LOAD IN MA ElmrI�,G,Q,K N RECEPTACLES- RI -3, 853-54 4 1 0.2 0.2 2 IIECEPTACLES- 840 110.5-98 LIGHTS- 0.1 0.1 6 3 0.2 0.2 4 RECEPTACLES -RS -6,R}31 B 0.2 0.6 fi201n33102-I5, RECEPTACLE - SOT WXT FIXTURE 5G2-6, SG39.15L3}23SR]-9]ozo.aa 9 0.1 0.1 30 A RECEPTACLE-51211GXT R%TURE RECEPTACLES -M3 20 LIGHTS-SF31-50SA3-6 9 0.2 0.220UGHTS-SGT}B581-2 KIOSK-LINN RECEPTACLES -RM 20 13 0. 0.1 J20 ua2o.z1z OOSK-[LIMON SPARE 20 IS 16 13 OS 34 20/2 RECEPTACLES -0.) 0.18-20 031 IT 18 ss 0.2 0.2 ]fi SPACE LIGHTS -3014 9I-9 SG12 20 17 OS 0.2 18 SPACE RECEPTACLES -812-ll, 831 11 22 19 0.2 0.2 30 SPACE 30A RECEPTACLES -R4A 24 21 ].0 ]A 22 30/2 30A RKEPTACLES-RSSA 23 ]A ib 30A RECEPTACLES -R6B 30 25 7.0 7.0 26 3012 30A RECEPTACLES -8558 ).0 ].0 28 SPARE 29 30 20 PARE SPARE 20 31 32 20 SPADE SPARE 20 33 36 20 SPARE SPARE 30 35 3fi 30 SPARE NOTE: L RECFPTACIEORM13l-9ARET0 BYAIIM1EUOOf. L ALLUGHIINGIWDSTO BF DJx1pdIFD. RA R32, genus [ lantlscape archihrcls ] 315 FAST SM STREET CES MOINES, IA 50309 T 575 184 1010 W W W.GENU$-LA.COM ARCHITECT NEUMVIN MON" ARCHITECTS 221 EAST COLLEGE STREET. SM. 303 IOWA Cltt, w 52210 P 3191381818 CIVIL ENGINEER EHOEMAKERB HAVANO 160 HOLIDAY RQ40 coRALwLLE.wszzal P319.$1.1150 SRF CONSULTING ONE CNLSON PARKWAY NORTH STE, 150 MINNEAPOLIS, MN 554474//3 P 1634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, w522/0 P319.333.1850 SCHUTER 54001( 219 MAIN SIAFET SF. SIE 200 MINNEAPOLIS, MN 55114 '6123M.5958 PEOESIRUN AWiI IMPROVEMENTS IOWA CRY. w @r CABINET B PANEL SCHEDULE OY2YNI7 TO%OD 02 MOUNTING LOG N 1W16'ZOl) 50%CD SERWCE tWzwmn laoz CD os D+aBZD1e DID SET REMARKS PAD MOUNTED STAGE AMTS 200 VOLTS PHASE WIRE 120/208 3 4 RATING: 2 OOD AIC CIRCUIT DESCRIPTION BKR CRT ANTICIPATED PHASE ANTICIPATED LOAD IN WA A B C LOAD IN INA CKi BKR CIRCUIT DESCRIPTION RECEPTA[1f5-841 1 0.1 0.1 2 20/2 RECEPTACLES -836-39 850 849 RECEPTACLES -R42 N 3 0.1 0.3 4 IIECEPTACLES- 840 110.5-98 20 0.1 0.1 6 20 RECEPTAC115-822-30 ] 0.1 0.1 8 RECEPTACLE - SOT WXT FIXTURE 20 9 0.1 0.1 30 A RECEPTACLE-51211GXT R%TURE RECEPTACLES -M3 20 11 1 0.1 12 1a KIOSK-LINN RECEPTACLES -RM 20 13 0. 0.1 14 20 OOSK-[LIMON SPARE 20 IS 16 20 SPARE SPARE 20 IT 18 20 SPARE SPACE 19 20 SPACE SPACE 11 22 SPACE SPACE 33 24 SPACE NOTES: 1 O0.MR 3-M ARE 10 BE CONTPOLIm BY A lI ME CLOCK SPARE 20 31 32 20 SPADE SPARE 20 33 36 20 SPARE SPARE 30 35 3fi 30 SPARE NOTE: L RECFPTACIEORM13l-9ARET0 BYAIIM1EUOOf. L ALLUGHIINGIWDSTO BF DJx1pdIFD. genus [ lantlscape archihrcls ] 315 FAST SM STREET CES MOINES, IA 50309 T 575 184 1010 W W W.GENU$-LA.COM ARCHITECT NEUMVIN MON" ARCHITECTS 221 EAST COLLEGE STREET. SM. 303 IOWA Cltt, w 52210 P 3191381818 CIVIL ENGINEER EHOEMAKERB HAVANO 160 HOLIDAY RQ40 coRALwLLE.wszzal P319.$1.1150 SRF CONSULTING ONE CNLSON PARKWAY NORTH STE, 150 MINNEAPOLIS, MN 554474//3 P 1634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, w522/0 P319.333.1850 SCHUTER 54001( 219 MAIN SIAFET SF. SIE 200 MINNEAPOLIS, MN 55114 '6123M.5958 PEOESIRUN AWiI IMPROVEMENTS IOWA CRY. w @r CABINET B PANEL SCHEDULE OY2YNI7 TO%OD 02 MOUNTING LOG N 1W16'ZOl) 50%CD SERWCE tWzwmn laoz CD os D+aBZD1e DID SET REMARKS PAD MOUNTED STAGE AMTS 200 VOLTS PHASE WIRE 120/208 3 4 RATING: 2 OOD AIC CIRCUIT DESCRIPTION BKR CRT ANTICIPATED PHASE ANTICIPATED LOAD IN WA A B C LOAD IN INA CKi BKR CIRCUIT DESCRIPTION RECEPTA[1f5-841 1 0.1 0.1 2 20/2 RECEPTACLES -836-39 850 849 RECEPTACLES -R42 N 3 0.1 0.3 4 IIECEPTACLES- 840 110.5-98 20 0.1 0.1 6 20 RECEPTAC115-822-30 ] 0.1 0.1 8 RECEPTACLE - SOT WXT FIXTURE 20 9 0.1 0.1 30 A RECEPTACLE-51211GXT R%TURE RECEPTACLES -M3 20 11 1 0.1 12 1a KIOSK-LINN RECEPTACLES -RM 20 13 0. 0.1 14 20 OOSK-[LIMON SPARE 20 IS 16 20 SPARE SPARE 20 IT 18 20 SPARE SPACE 19 20 SPACE SPACE 11 22 SPACE SPACE 33 24 SPACE NOTES: 1 O0.MR 3-M ARE 10 BE CONTPOLIm BY A lI ME CLOCK genus [ lantlscape archihrcls ] 315 FAST SM STREET CES MOINES, IA 50309 T 575 184 1010 W W W.GENU$-LA.COM ARCHITECT NEUMVIN MON" ARCHITECTS 221 EAST COLLEGE STREET. SM. 303 IOWA Cltt, w 52210 P 3191381818 CIVIL ENGINEER EHOEMAKERB HAVANO 160 HOLIDAY RQ40 coRALwLLE.wszzal P319.$1.1150 SRF CONSULTING ONE CNLSON PARKWAY NORTH STE, 150 MINNEAPOLIS, MN 554474//3 P 1634750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, w522/0 P319.333.1850 SCHUTER 54001( 219 MAIN SIAFET SF. SIE 200 MINNEAPOLIS, MN 55114 '6123M.5958 PEOESIRUN AWiI IMPROVEMENTS IOWA CRY. w @r Di OY2YNI7 TO%OD 02 05301017 1001:00 03 1W16'ZOl) 50%CD 04 tWzwmn laoz CD os D+aBZD1e DID SET VALUE BD •� AC CGI E>rIPNI88 ELECTRICAL SITE PLAN PANEL SCHEDULES tame ES118 1 � y I TIT 4-o w-D•o.c I -a " I r -D• Ir -a TIT m ELEVATION - E/W 5 I? N b 0 051Mt STRUCT 9n -0512W:SIRUCT Sn BENASCUTTOFLION W RN TOP OF STEEL SOTTQM CIE STEEL ,i-2' 051200;STRUCT COLUMN TOP OF B4SEPI-ATESALIGN 051'109; Sn PLATE _` PVI LENG .._VES D^Y 24'-0- COMINMUS DECK WIDTH. SEAL ALL PENETRATIONS AND SIDE -APS ROOF PLAN - BLACKHAWK 4 ,M•.,•O• COWNNRNE EDGE AT STEEL DECK z SECTION - PANEL ATTACHMENTS 3 G•.,• r 1d4- I Q PLAN - COLUMN TYP. 1 1��l 1m= 05, Sn 053 FILED FE9 -6 MK 4. CITY CLERK #A CITY. IOWA PLAN - STAGE LEVEL 1 1M•• 1.O• 05 7500; SIGN MOUNT EDGEOFROOFAROVE genus ] landscape cmNtects ] 325 EAST STM STREET DES MOINES, IA 50309 T 515 2& 1010 W W W.GENUS-IACOM ARCHITECT NEUMANN MONSONARCHITECTS 721 EAST COLLEGE STREET, SITE. 303 IOWA CITY, A52240 P 319.3381 CIVIL ENGINEER SHOEMAKER& HA43AND 160 HOLIDAY ROAD CORALVILLE,052241 P 319.351.7150 E1.ECTRIM S TRUM SIGNAIPATIOM SRFCONSULTING ONE CARLSON PARNWAY NORTH, STEA50 MINNEAPOLIS, MN 5WTA443 P 763.41 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. S IOWACITY,A52240 P 319.333.7650 UGIITING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPUIS,MN55414 P 612.339.5956 PEDE9TRAN Moll IMPROVEMENTS IOWA CITY, IrACI fl 01 Nl2&201i i0%DD Oz Da3nrzott ,DD�DD N ,NiBnN7 SD�cD N 1MsV10a 100%00 05 NrzymtS BID SEE BD AC -@ CGIEHIMISS PI ANI�{f�AfIPV$RHMP SFIA- RHMP,91-1i STRUCTURE ALTERNATE 1ES iwovlT AB 101 _ DECKING DECKING �051200:STRUCTT STNNL;ESE _ STEEL EDGE TRIM 0 IX0. STRUCT 4. I S1L II I I NOTCH STEELDECKAND HONEYCOMB PANE NtWNDCOLUMNSLA 24'-0- COMINMUS DECK WIDTH. SEAL ALL PENETRATIONS AND SIDE -APS ROOF PLAN - BLACKHAWK 4 ,M•.,•O• COWNNRNE EDGE AT STEEL DECK z SECTION - PANEL ATTACHMENTS 3 G•.,• r 1d4- I Q PLAN - COLUMN TYP. 1 1��l 1m= 05, Sn 053 FILED FE9 -6 MK 4. CITY CLERK #A CITY. IOWA PLAN - STAGE LEVEL 1 1M•• 1.O• 05 7500; SIGN MOUNT EDGEOFROOFAROVE genus ] landscape cmNtects ] 325 EAST STM STREET DES MOINES, IA 50309 T 515 2& 1010 W W W.GENUS-IACOM ARCHITECT NEUMANN MONSONARCHITECTS 721 EAST COLLEGE STREET, SITE. 303 IOWA CITY, A52240 P 319.3381 CIVIL ENGINEER SHOEMAKER& HA43AND 160 HOLIDAY ROAD CORALVILLE,052241 P 319.351.7150 E1.ECTRIM S TRUM SIGNAIPATIOM SRFCONSULTING ONE CARLSON PARNWAY NORTH, STEA50 MINNEAPOLIS, MN 5WTA443 P 763.41 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. S IOWACITY,A52240 P 319.333.7650 UGIITING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPUIS,MN55414 P 612.339.5956 PEDE9TRAN Moll IMPROVEMENTS IOWA CITY, IrACI fl 01 Nl2&201i i0%DD Oz Da3nrzott ,DD�DD N ,NiBnN7 SD�cD N 1MsV10a 100%00 05 NrzymtS BID SEE BD AC -@ CGIEHIMISS PI ANI�{f�AfIPV$RHMP SFIA- RHMP,91-1i STRUCTURE ALTERNATE 1ES iwovlT AB 101 REMOVEFBLE CLOSURE W1 70% an 02 0613012017 05 751 I 50%CD •i Lr twit STAINLESS COUNTERSUNKFPSTNERS SIDSET STEEL EDGE STEEL AC TRIM BS 75M; SIGN I STEELDECKIN ICLR I AND BENT DOWN AT SHA7TE MOUNT CONDUIT caxou BOTTOM OF FLUTES. 1x02117 FILED 074243, SURFACE APPLIED PHIL DON BACK HONEYCOMB PANEL 'III OF GLU OF 074IF STAINLESS FEB -6 M 4 STEEL MIRROR SECTION - CANOPY PERIMETER 3 ,Y.,•d B0.O C. CITY C \ mWA _,I. {� IAllii �0512W,STRUCT 1m NO w¢ EAR THICK ICUEARTFD IMEIBAYER ..LL�� .. PANEL BACK LIGHTING �I l I m• 0 TSW: SIGN MOUNT SETTING BLOCKS AND CASKETS, TYP. SECTION - GLASS PANEL 4 B• ,• Y SHIM TO LEVEL ENTIRE PERIMETER , 1/Y 1 SIM, HIS EDGE OFSTEEL DECKING. / 2 DETAIL - DECKING 70% an 02 0613012017 05 751 I 50%CD •i Lr twit STAINLESS 4•.p SIDSET STEEL EDGE STEEL AC TRIM I I STEELDECKIN ICLR I AND BENT DOWN AT SHA7TE ALTERNATE BOTTOM OF FLUTES. 1x02117 Sm BTL 074243, ALUMINUM HONEYCOMB PANEL 074IF STAINLESS STEEL MIRROR SECTION - CANOPY PERIMETER 3 ,Y.,•d B0.O C. 2 DETAIL - DECKING SECTION - BLACK HAWK 1 -WV-,.D• IGM SITE PANEL BLV NG LE" genus ] landscape architect ] 325 EAST 5- SWEET DES MOINES. IA 50309 T 515 284 1010 V OGENUS-IA.COM ARCHIIECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, SIE. 303 IOWA CITY. A 52240 P 3193397878 CMLERGINEER SHOEMAKERBHAA.AND 160 HOLIDAY ROAD CORALVILLE, IA 52241 P 319351.7150 ELECDSCAL d TW91 SIGNALPATIC SRFCON$ULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447-0443 P 763A750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, 1452240 P 319333.7850 UGH71UG DESIGN SCHULER SHOOK 219 WIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612339.5959 PEDESTRIAN MALL IMPROVEMENT$ IOWA CITY, N 01 WG 017 70% an 02 0613012017 I I 50%CD •i Lr twit 1O0%CO 4•.p SIDSET AC I I I RFCTIONA - RHMP STRUCTURE SHA7TE ALTERNATE I 1x02117 Sm BTL B0.O C. B- O.O. TTP PNNEL,pINTs .v Au TYR PANEL JOINTS NOTCH STEELDECKO Tb310 US Dem pROUNO C�OLUMNS� DT4M COMP METAL WMN MOUNTED LIGHT ASSER AT NORTH AND SOUR COLUMNS ONLY. I DUIT CENTERED, TYP. 6 MOUNT:SK#1 MOUNT re I 088050; GIAZING I b I F Ib I OS U00; STROUT COLUMN N 1 A- 1 1 1 PA1 SECTION - BLACK HAWK 1 -WV-,.D• IGM SITE PANEL BLV NG LE" genus ] landscape architect ] 325 EAST 5- SWEET DES MOINES. IA 50309 T 515 284 1010 V OGENUS-IA.COM ARCHIIECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, SIE. 303 IOWA CITY. A 52240 P 3193397878 CMLERGINEER SHOEMAKERBHAA.AND 160 HOLIDAY ROAD CORALVILLE, IA 52241 P 319351.7150 ELECDSCAL d TW91 SIGNALPATIC SRFCON$ULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447-0443 P 763A750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, 1452240 P 319333.7850 UGH71UG DESIGN SCHULER SHOOK 219 WIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612339.5959 PEDESTRIAN MALL IMPROVEMENT$ IOWA CITY, N 01 WG 017 70% an 02 0613012017 1074600 00 10/1812017 50%CD 04 12 017 1O0%CO OS 01l 2018 SIDSET AC CC/EH/PHISS RFCTIONA - RHMP STRUCTURE SHA7TE ALTERNATE 18034 1x02117 AB211 P -P I 12-P WAIL I I 1 I PAVING STAGE AN.EBt IS_ D BMANER RIGGING 1 J -T 4'-P 3'-T BANNER RIGGING .ON TYP. NERRIGf#NG PPCINO -. -A- --- _I-- - -- -- - � J � J _L -1 E1tKTW 816GATCM HO4B. PLAN - STAGE LEVEL MATCH PIER WIDTH D5,100: STt I FILED STHUCT COLUMN CQUMN 189E -6 Pll 4: 31 0 CI 'f 0 WF', n Iu1; E CLIEAT C FAT BOX O 1 O BiINNER RIGGING HNCTUN I �X I. O O coNDUR I AND RUBBER WASHERSAIASNETING PLAN - COLUMN (TYP.) 2 tt7-t•a — LAHOPYAFKNE b I I – I I N � b I b 1 NO DONNEPOMTS ON b – – – – – FA9T BIDEOFGOLIIMNB b A P\\\ genus jlandscapea¢hitects ] 325 EAST SIN STREET DES MOINES. IA 50309 T 515 464 1010 W W.GENUS-LA.COM NE MANN MONSON ARCHITECTS 241 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 52440 P 3193367616 CIVIL ENGINEER SHOEMAKER 6 HAA -AND 160 HOLIDAY ROAD CORALVILLE,W5ZAI P 319351.7150 ELECTRICAL & TRAFFIC SIGMLPATION SRF CONSULTING ONE CARLSON PARKWAY NORTH. STE, 150 MINNEAPOLIS, MN 554471 3 P763.4T5.0MO STRUCTURAL ENGINEER RAKER MODES ENGINEERING 122 E. WASHINGTON STREET, STE.B 63WACRY.IA52240 P319.333.765I1 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, 57E.200 MINNEAPOLIS, MN 55414 P6123N,5956 PERE RANTIVL IPROY9BTTSI MCIV.N Eiall at NMRdA1T TD%m 02 DN]O2J1T 10DX DD GS 10112N,T SIMCD M 12/161017 10DMCD 0 ItI2P2910 MIDGET ED AC CCIEHIPNISS P ANS-P� FRMANFNT STAGE CANOPY ALTERNATE? 114 id04/17 AW101 BETWEENMETKGRATNG 057500, AND STRUCTRAL STEEL I MOIlN7Nf7%PE A89EKLY WELDED METAL GRATING ANCHOR PIATE.IglEB TO BE SITE DRILLED COORDINATE WITH PREDRILLED HOLES IN STRUCTURALSTEEL. PLATES AT PANEL EDGES �7' ON EACH G0.IDLINE. PIPETO EIX3EOF METAL TING MDUN7INBPIPE, BCHD. AD 16'LD. SECTION - LIGHTING PIPE MOUNT 4 -,. - DETAIL - GRATING J 112'•1'd' b M OS530`i M . WR. MOUNTINGPIRE F! — AIL - PIPE MOUNT MOUNYING PIPE, ECHO Q 151 D ° ASSEMBLY GRATING o © a eo v v II` © o ��______________ i_ ��'I_a_ ,�SSE N EEE___ ®R, FILED _ ___ __ EEEEc ___ __ __---E'_�sa __—III` _ c.—�—_ ___ ______ ______ ______ ______ e..... __EES ---��__—_ �i ►�'►►� �" �►k--dii6ii11 BETWEENMETKGRATNG 057500, AND STRUCTRAL STEEL I MOIlN7Nf7%PE A89EKLY WELDED METAL GRATING ANCHOR PIATE.IglEB TO BE SITE DRILLED COORDINATE WITH PREDRILLED HOLES IN STRUCTURALSTEEL. PLATES AT PANEL EDGES �7' ON EACH G0.IDLINE. PIPETO EIX3EOF METAL TING MDUN7INBPIPE, BCHD. AD 16'LD. SECTION - LIGHTING PIPE MOUNT 4 -,. - DETAIL - GRATING J 112'•1'd' b M OS530`i M . WR. MOUNTINGPIRE F! — AIL - PIPE MOUNT MOUNYING PIPE, ECHO Q 151 D ° ASSEMBLY GRATING o © a eo v v II` © o ��______________ i_ ��'I_a_ ,�SSE N EEE___ _ ___ __ EEEEc ___ __ __---E'_�sa __—III` _ c.—�—_ ___ ______ ______ ______ ______ e..... __EES — � tdp; liTRUCT SR 1? PREORL-LEO AND FINISHEDBOLTHOLE TO ATTACH METAL GRATING. SOUTH SIBS OEBEAMSONLY I �06610kM I Iy� aMTB4G DETAIL -GRATING 2 1, -Iw PLAN -TOP 1 1N. -I' NfWTNG SIERAION HOTEL V 05 tZBU, 57RUGT SR �l OS GAMR ^RAMITING v NOTCH BMYGPATMO AROUND Al.. COLUMNS -O / genus ]IGnDSCGpeomfWfecfs ] 325 EAST 5- STREET DESMOINES.IA 5D309 T 515 284 1010 WWW.GENUS-IA.COM ARCHnEC7 NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 52240 P 319.3397078 CIVIL ENGINEER SHOEMAKER S HAAIAND 160 HOLIDAY ROAD CORALVILLE, A SZMH P319.3511150 EIECTWGL d TRAFFIC SNRYL IUDDI I SRFCONSLITING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MI5507d P 763.4750010 .57RUCTIARAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCMRER 51100I( 219 MIN STREET SE, STE. 200 MINIEAPJUS,11,55414 P 6123395958 P®ESWl4N MALL \PROVEAQRS IOWA CIT'!, A T� Liu D1 OMA2017 TO%DO 02 11 d 017 1(10%00 09 1WIMIT 571,m 04 1N 017 1001KC0 05 O1I262018 SIDBET B0 AC CC/EHIPNISS PI ANC_ PFRMANFNT STAGE CANOPY ALTERNATEI thaw 10=17 AW 102 genus j landscape orcMlecTs ] 325 EAST 5- STREET DES MOINES. IA 50309 T 515 2154 1010 VIWW.GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, CA 52240 P 319.3381873 CML ENGINEER SHOEMAKER 6 HPAIAND 160 HOLIDAY ROAO CORALVILLE, IA 52241 P 319.351.715D SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE, 150 MINNEAPOLIS, MN 55441i443 P 763.415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, IA 5224D P319333.T&% UGHRNG DESIGN SCHULER SHOOK 219 MAIN STREET SE STE. 2D) MINNEAPOLIS, MN 55414 P 612.339.5956 PEDESTRIAN MALL IMPROVEMENTS IOWA CLAY, M 03 lwlY 17 50% CD 04 iymM17 100% CD OS 01�18 MIDGET BD AC rr CCIEHIPNISS RFFI FCTFn PI AN - PERMNT.STAGE CANOPY ALTERNATEI 1O/O?/17 AW111 01 0M OIT TO%DD 02 OB =17 10D% DD 03 lwlY 17 50% CD 04 iymM17 100% CD OS 01�18 MIDGET BD AC rr CCIEHIPNISS RFFI FCTFn PI AN - PERMNT.STAGE CANOPY ALTERNATEI 1O/O?/17 AW111 IN CII eon Y Y Y Y Y '` L. U 2818 FEB - _ tL,q _ IY-3�' I STAINU; L ESS ME MEL PT�- TT Y. i O+NA, STAGE UGHRN - - - __- 116133; BANN I I I I RIGGING - I I fl4NNER RIGGIN I B NERM= I 11813$ BONNE I I PANE -01- PGWER I I RIGGING MICCNDFF ML M CONTROL ANTRAL PANE-AN PANER POWER PM PON FwriR ELEVATION - SOUTH 2 114-1-0 Nml 3 CGMROL vA3NELAN _ _ _ _ _ _ —PMER - - PGWE0. - L _ 1B-613132' _ B1M.OF BR. h MP OF GUTTERh§ - —,r -z• I ELEVATION - NORTH 1 1M'=1'C _ GTAGE IEV_Fl h m tB'.B 113Y Y BTM.OF 6TL. h IT�Y I 035905; MR GMTING GTAGELIWLW 10T31G: CANJPIES TGPOF GUTIER9 J�. _ IY-3�' I STAINU; L ESS ME MEL MOUNTING PIPE, sceG.4o 1s•LG. I - I I fl4NNER RIGGIN I B NERM= I I I PANE -01- PGWER I I ISI PANELAN PGWER I I ELEVATION - NORTH 1 1M'=1'C _ GTAGE IEV_Fl h m tB'.B 113Y Y BTM.OF 6TL. h IT�Y I 035905; MR GMTING GTAGELIWLW 10T31G: CANJPIES TGPOF GUTIER9 J�. _ IY-3�' I STAINU; L ESS ME MEL MOUNTING PIPE, sceG.4o 1s•LG. 116133I0ANNER RIGGING U513W;SMUCT C%UTAN1 11613$ BANNER RIGGING _ _ STRGE LEVE genus [ IGGG9cape amtitec76 ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 284 1010 �mmWWW.GENUS-L OOM ARCHITECT NEUMANN MONSONARC18TECTS 221 EABT COLLEGE SiRFET, STE.303 lowacm, M5zz4o P319.3387878 CML ENGINEER SHOEMANERSHPAIAND 160HOLIDAYROAD CORALVILLE, 1452241 P319.351.7750 ELECTRICAL d TRAFFIC SIGNALIZATION SRF CONSULTING ONE WILSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 5544T*V[3 P 763.475.0010 STRUCNRAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET. STE. B IOWA Cm, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOT( 219 MN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA Cm. M Ol OI;.017 TO%DD 02 OfJ 17 10040D 03 1N1e@017 51 w 1Lab^N1T lDD%cD m 0InWD1B BIDSET BD AC MISHIPNISS FI FVATIONS_ PFRMNT. STAGE CANOPY ALTERNATEI 18034 4A02117 AW201 PHEDRILIEDANa SECTION - CONDUIT TYP. SECTION - N/S genus londxape amtdte T3 ] 345 EAST 5m STREET DES MOINES, IA W309 T 515 184 1010 W W.GENUS-1ACOM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA COY, A52240 P 3193307575 CIWLENGINEER SHOEMAKER B NPAIAND 19HOLIDAY ROAD CDRALVILLE, A 52241 P319.351.7150 EIFCTRCAL d TRAFFIC SMNRLPATION SRFCQNSULTING ONE CARi50N PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55447*43 P 753A75.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IDWACITY,A52240 P319.333.7550 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 512.339.5955 PE_DEBTRANMALL 11 FROvEMENTS IOWA CITY, A 01 DW2811D17 70% DD 02 06'30.2017 100% DO 03 14162017 50%DD 04 1 17 100%cD OD 01/862016 VDSET SO ACS CCIEHIPNIS6 SFCTIQNC_ PFRMANFNT STAGE CANOPY ALTERNATEI 1WJ4 10702,17 AW211 genu [ landscape architects J 325 EAST 5- STREET DES MOINES, IA 50.309 T 515 784 1010 W W W.GENI ARCWIECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, M. 333 IOWACITY,U52248 P3193387878 CIVIL ENGINEER SHOEWA RSHAPIAND 160 HOLIDAY ROAD CORALVIUE, 052141 P 319351.7150 ELECTRICAL 8 TRAFFIC SIGNAMT ON SRF CONSULTING ONE CARLSON PATO(WAY NORTH, sm. 19) MINNEAPOUS,MNSW4TA443 P 7634750010 STRUCTURAL ENGINEER 122 E. WASHINGTON STREET, SM.B IOWA CITY, IA 52240 P 319=185) IIGNIING DESIGN SCHULERSH" 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, AN 55414 P612339.5M PEOESTRNN MULL IMPROVEMENTS IOWA CITY, IA O1 01Z11] T0% DD 02 0619D"N17 100%DD 03 10182011 51 04 12/202017 100%CD 05 01I20A1e BIDSET ED CCIEHIPNISS COI I NMN FI FVATIONS _ PERMNT. STAGE CANOPY ALTERNATE? 160% iaovn AW411 Pi O o o o o o GuIR�R� _ 1 Tin- _o ----- — G _ EERIS PGPGFGURE _. RSK IIIII _ _ — IIIIII T7ZW 1018FEB M o CONTROL PCpnL1TONLZN POWER GGNLANSE TY.10 BANER RIGGIN III e III II III III n eWM,OpvBA II II 6CFEPA,LKY3P 3: E CCNWR TO I I ALLEUIEAND DT OaWNSPgR W MOUNTIN REQUIRE STAIN STEEL FAS TENERS AND RUBBER �T AING CR PMELAN 12�ST1UC] POWER ]S:YScH'ONuEOE UGGUBU P;GZWPE=R I 6OR:R PsTF5O CMtT 05750'TUSE CQ DOWNSPOUT PANEL AN I POWER CONDUIT POYI POW 116133: BANNER I RIGGING 115193: BANNS I` I RIGGING 033400:0 6 ]( I CONC E ¢ .:.-7 7:. eTAOE IEVEL :.. ,, LEV .... .. ... .. .:: -40 p OSTA SSTAGE ELEVATION - COL 1 WEST ELEVATION - EAST, COL. 1,4,5,6 ELEVATION - COLUMN 2,3,4 ELEVATION - COLUMN 1,2,3 2 I 4 ,,,2Y=Tfl genu [ landscape architects J 325 EAST 5- STREET DES MOINES, IA 50.309 T 515 784 1010 W W W.GENI ARCWIECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, M. 333 IOWACITY,U52248 P3193387878 CIVIL ENGINEER SHOEWA RSHAPIAND 160 HOLIDAY ROAD CORALVIUE, 052141 P 319351.7150 ELECTRICAL 8 TRAFFIC SIGNAMT ON SRF CONSULTING ONE CARLSON PATO(WAY NORTH, sm. 19) MINNEAPOUS,MNSW4TA443 P 7634750010 STRUCTURAL ENGINEER 122 E. WASHINGTON STREET, SM.B IOWA CITY, IA 52240 P 319=185) IIGNIING DESIGN SCHULERSH" 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, AN 55414 P612339.5M PEOESTRNN MULL IMPROVEMENTS IOWA CITY, IA O1 01Z11] T0% DD 02 0619D"N17 100%DD 03 10182011 51 04 12/202017 100%CD 05 01I20A1e BIDSET ED CCIEHIPNISS COI I NMN FI FVATIONS _ PERMNT. STAGE CANOPY ALTERNATE? 160% iaovn AW411 G DETAIL - -i 5 DETAIL - GLAZING ASSEMBLY 107316,6 NG ABSEM6LY FRAME SANNERRIGGING - 107316; SUSPENS`0N RODASSEMBLY SECTION - COLUMN BASE TYP. 107316; S"ENSION RODPSSEMBLY F'D 107318 G1 NG SUPPORT ASSEMBLY 2018 FEB 4' 31 07116; GIF➢NG ASS EMBLY CIT R/� M W A Ti V 11 10 736; G ASSEIMBLY�NG vz^ T MMODA ESTAGE LIGHT - SUPPORT AT GRID genus [IGNdSGGp¢G2hifECh 325 EAST 5M STREET DES MOINES, IA 50309 T 515 264 1010 w .GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECT$ PPI EAST COLLEGE STREET, STE. 338 IOWA CRY, W U240 P 3197387878 CIVIL ENGINEER SHOEMAKER S HAAIAND 150 HOLIDAY ROAD CORALWUE, N 52241 P 319.351.7150 ELECTRICAL S TRAFFIC SQ NA=TIDN SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 55071 P 763.415.0010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 121 E. WASHINGTON STREET, STE.B IOWA CRY, ASPP40 P 319.3331850 UGHTING DESIGN SCHULER SHOOK 119 MAIN STREET SE. STE. 200 MINNEAPOLIS, MN 55414 `6127395958 PEDESTRIAN HILL IMPROVEMENTS IOWA CITY, N 01 04/252017 7MM 02 Od3D V V0 m 03 15'152017 N% Go 04 1220201T 10096CD 0 olim 018 BID SET fiD AC 6/E/EH(PN/SS T)FTAII S _ PFRMANFNT STAGE CANOPY ALTERNATE? 15034 16107/17 AW501 0575W:TUBE OOWNSNUT TO BE CAST INTO CONCRETE PIERAND COORDINATED WITH OOWNSPOUTLOCRTICNS. 4 DETAIL - DOWNSPOUT CONNECTIONS SLOTTED TABS TO FASTEN GUTTER. DS 7500: CON(=TOR HEAD SHOP FABRICATED, WELDED, AND FINISHED AS PART OF THE STRUCTURAL COLUMN ASSEMBLY CONDUCTOR HEAD CONNECTION FITS WFMIN DOWNSPOUT. APPLY NEOPRENE BRACER TO PREVENT METAL TO METAL CONTACT. — 3 DETAIL - CON DR 2 DETAIL - CLASP AI HOLE IN BASE PLATE CGORDINATEU WITH STORM DRAIN D57500: TUBE ---------------------��I (� DOWNSPOUT Ey DOWNSPOUTCONNECTEOTO CONDUCTOR HEAD ABOVE, AND FASTENED AT BOTTOM. 18 CIS _y 0 � O 1 DETAIL - DOWNSPOUT BASE Eel D t4:31 genus ] IandScapearcMfech ] 325 EAST 5TM STREET DES MOINES, IA 50309 T 515 28d 1010 WWW,GENUS-IA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A52240 P31933ST878 CIWL ENGINEER SHOEMAI(ERSNWAND 160 HOLIDAY ROAD CORALVILLE, R 52241 P 319351.7150 ELECIWCAL I TRAF AC SIGNNJUTION SRF CONSULTING ONE WILSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474443 P763.475WO STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CITY, A 52240 P319333.7850 UGNRNG DESIGN SCHULER SHOOK 219 MAIN STREET BE, STE. 200 MINNEAPOLIS, AN 55414 P 612339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWACNY,A 01 BL3 17 70% DD 02 06'3w91T7 1009400 03 lwlwol7 W% OR 04 lw=2017 10U%CA DS 01wKH8 BIDSET 60 AC — CCIEHIPNISS fTFTAII C _ PFRMANFNT STAGE CANOPY ALTERNATEI 15034 1010017 AW 502 4 DETAIL - GRATING 3 DETAIL - LIGHT MOUNT CLOSURE 2 DETAIL - GUTTER FLASHING . COLUMN ASSEMBLY E FILED 2018 FEB -6 PM 4: 31 CITY CLERK IOWA CITY.IOIV?, ALL EIECTMCAL AND AN MOUNTINGS, INCLUDING CON DUM AND EOUIPMENT, REOUIRE STAINLESS STEEL FASTENERS AND RUBBER WASHERSIGASKETING. CONDUITS AND RECEPTACLES CENTERED AND EQUALLY SPACED ON STRUCTURE. 10'316: SUSPENSION RCOASSEMBLY 10'318: GW G - SUPPORT ASSEMBLY 107316. OWING ASSEMBLY SLOT TO FASTEN GUTTER CNP genus I 7anoscape omNtects ] 325 EAST STM STREET DES MOINES, IA 50309 T 515 264 1010 WWW.GENUS-I COM ARDS NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE MET. STE.303 IOWACITY,1A52240 P 3193MT876 CIVIL ENGINEER SHOEMAKER B HPAIAND IDD HOLIDAY ROAD CORALVILLE, A5M41 P319.351.7150 SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 554474 3 P753AT50010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE.3 IOWA CITY, IA 52240 P 319.333.7650 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY. M O1 OMZ.17 TD;DD 02 06942017 ll0 DD 03 malmn 50% Go m 12/5'201' 100°6 CD 05 01I 018 BID SET Bo AC CGI EHI PN I SS T)FTAI1 S - PFRMANFNT STAGE CANOPY ALTERNATET 18034 1Q'07J17 AW503 TRAFFIC SIGNAL GENERAL NOTES 1. ALL QUANTITIES SHOWN IN THE TRAFFIC SIGNAL PLANS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S LUMP SUM BID SHALL INCLUDE ALL LABOR, EQUIPME%T, AND MATERIAL NECESSARY TO PROVIDE A COMPLETE AND FUNCTIONAL TRAFFIC SIGNAL INSTALLATION IN CONFORMANCE WITH THE PLAV AND SPECIFICATIONS. 2. PROVIDE TRAFFIC CONTROL DEVICES (INCLUDING TFbqE REQUIRED TO FACILITATE CONSTRUCTION OF TRAFFIC SIGNALS) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES THE STREETS AND HIGHWAYS, AS ADOPTED BY THE IOWA DEPARTMENT OF TRANSPORTATION PER 761 OF THE IOWA ADMINISTRATIVE C (IAC), CHAPTER 130. 3. THE CONTRACTOR SHALL FURNISH A SCHEDULE OF UNIT PRICES FO STIMATED TRAFFIC SIGNAL QUANTITIES. PAYMENT WILL BE BASED ON PLAN QUANTITIES. QUANTITIES WILL NOT BE FIELD MEASURED. 4. ROADWAY GEOMETRICS REPRESENT PROPOSED FEATURES. 5. THE PLAN LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY. THE C RACTOR SHALL NOTIFY ALL PRIVATE AND PUBLIC UTILITIES PRIOR TO EXCAVATION ON THE PROJECT. DUE TO THE NUMBER AND LOCATIO F THE EXISTING UTILITIES, THE CONTRACTOR SHALL BE PREPARED FOR A SIGNIFICANT AMOUNT OF UTILITY COORDINATION. 6. PROVIDE NEW CABLE AND CONDUIT. T THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO SALVAGING ANY EXISTING T FIC SIGNAL EQUIPMENT (INCLUDING SIGNAL HEADS, PEDESTALS, CABLES, ETC.) FOR THE PURPOSE OF COORDINATING THE EQUIPMENT TO BE VAGED AND THE DESIRED PICK UP TIME. THE CITY WILL THEN PICK UP THE SALVAGED EQUIPMENT. EQUIPMENT NOT WANTED BY THE CITY SHALL DISPOSED OF BY THE CONTRACTOR. B. THE LOCATIONS OF ALL FOOTINGS, HANDHOLES, AND CONDUIT ARE TO BE COORDINATED WITH THE ENGINEER AND A SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. 9. CONTROLLER, CABINET AND BATTERY BACK-UP SYSTEM TO BE PROVIDED BY THE CITY AND INSTALLED BY THE CONTRACTOR. 10. PROVIDE 48 HOURS NOTICE TO CITY AND ENGINEER BEFORE PLACING THE PERMANENT TRAFFIC SIGNALS INTO OPERATION. 11. CABINET EQUIPMENT SHALL INCLUDE ACCESSIBLE PEDESTRIAN SIGNAL (APS) CONTROL EQUIPMENT THAT IS COMPLIANT WITH ADA, MUTCD, US ACCESS BOARD ACCESSIBILITY GUIDELINES FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY (PROWAG). EQUIPMENT SHALL CONTROL THE FUNCTIONALITY OF THE PUSHBUTTONS LOCATED AROUND THE INTERSECTION. 12. THE CONTRACTOR SHALL INSTALL ONE SIGNAL CABLE FROM EACH SIGNAL HEAD TO THE BASE OF THE PEDESTAL. A 5 -CONDUCTOR CABLE SHALL BE USED FOR EACH 3 -SECTION HEAD. A9 -CONDUCTOR CABLE SHALL BE USED FOR THE PEDESTRIAN SIGNAL HEADS AND PUSH BUTTONS PER SIGNAL PEDESTAL. ALL SIGNAL CABLE SHALL BE #14 A.W.G. UNLESS OTHERWISE NOTED ON PLANS. 13. ALL VEHICLE SIGNAL INDICATIONS SHALL BE LED IN ACCORDANCE WITH MOST RECENT ITE SPECIFICATIONS. SIGNAL HEADS SHALL HAVE BLACK FACES, TUNNEL VISORS, 13ACKPLATES AND BODIES. LED MODULES SHALL HAVE 15 YEAR WARRANTY. 14. ALL VEHICLE SIGNAL HEADS SHALL INCLUDE BACKPLATES. 15. UNDERGROUND CONDUIT SHALL BE SDR 11 HDPE CONDUIT INSTALLED WITH DIRECTIOXUNOEREQUIPMENT IF UNDER PAVEMENT. 16. THE STATIONS AND OFFSETS LISTED ON THE SIGNAL PLANS ARE TO THE CENTER OF TSS OTHERWISE NOTED.17. A#6 AW.G. BARE COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUITS THATOLT SIGNAL CABLE L PEDESTALS AND THECONTROLLER CABINET SHALL BE BONDED TO FORM A CONTINUOUS SYSTEM AND BE EGROUNDED. BO G JUMPERS SHALL BE #6A.W.G. BARE COPPER WIRE CONNECTED BY APPROVED CLAMPS. 18. THE CONTRACTOR SHALL SALVAGE THE CONTROLLER AND MONITOR FROM THE EXISTLLER C INET. EXISTING EQUIPMENT NOTSALVAGED SHALL BE REMOVED AND DISPOSED OF PROPERLY. 19. THE CONTRACTOR SHALL COORDINATE SERVICE CONNECTION FOR THE SIGNAL WITH OMPANY. 20. TRAFFIC SIGNAL SERVICE: 100 AMP SERVICE, 120 VOLT - 2 WIRE 21. OWNER FURNISHED EQUIPMENT INCLUDES TRAFFIC SIGNAL CABINET, TRAFFIC SJONAL CONTROLLER, TRAFFIC SIGNAL MMU, 4 VEHICLE HEADS WITH INDICATIONS, 4 PEDESTRIAN HEADS WITH INDICATIONS, 4 PEDESTAL PO S, SIGNAL HEAD MOUNTINGIBRACKETING. SEE PLANS AND SPECIAL PROVISIONS FOR OWNER FURNISHED EQUIPMENT. 22. PROVIDE POLARA (NAVIGATOR PUSH BUTTONS WITH 9"X 15' FRONT PEDESTAL ADAPTERS AND 9'X75' R103E FACEPLATES WITH BRAILLE WHEN APS PUSH BUTTONS ARE SPECIFIED ON THE PLANS. BUT COVERS I LL BE BLACK IN COLOR. 23. THE CONTRACTOR SHALL FURNISH AND INSTALL STREET NATO{SIGNS (2-"CLINTON STREET AND 2 -"COLLEGE ST") AND ASSOCIATED BRACKETING PER THE SIGN PANEL DETAILS SHOWN ELSE ERE IN THE PLANS. TRAFFIC SIGNAL LEGEND SYMBOULABEL DESCRIPTION POWER SOURCE (MAY BE POLE OR PEDESTAL) FILED CABINET AND CONTROLLER PEDESTAL POLE,FOOTING, AND IDENTIFYING NUARU FEB -6 PM 11• i PUSHBUTTON STATION, FOOTING, AND IDENTIFYING NUM61'TY CLERK j TRAFFIC SIGNAL HEAD AND IDENTIFYING NUMBER IOWA CITY, IOW PEDESTRIAN HEAD AND IDENTIFYING NUMBER PEDESTRIAN PUSHBUTTON IDE ING NUMBER 17"X30" POLYMER CO TE STYLE (TYPE II) HANDHOLE AND IDENTIFYING NUMBER 30'X48- PO R CONCRETE STYLE (TYPE IV) HANDHOLE AND IDENTIFYING ZFFNUMB IC SIGNAL CONDUIT PEDESTAL MOUNTED SIGN IDENTIFYING LETTER TRAF IC SIGNAL ABBREVIATION; SIG IGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL SIGNAL CONTROLLER POWER CABLE G GROUND WIRE 1C#6 LS TRACER WIRE 1C#10 PT PULL TAPE HH HANDHOLE TRAFFIC SIGNAL LEGEND SYMBOULABEL DESCRIPTION POWER SOURCE (MAY BE POLE OR PEDESTAL) FILED CABINET AND CONTROLLER PEDESTAL POLE,FOOTING, AND IDENTIFYING NUARU FEB -6 PM 11• i PUSHBUTTON STATION, FOOTING, AND IDENTIFYING NUM61'TY CLERK j TRAFFIC SIGNAL HEAD AND IDENTIFYING NUMBER IOWA CITY, IOW PEDESTRIAN HEAD AND IDENTIFYING NUMBER PEDESTRIAN PUSHBUTTON IDE ING NUMBER 17"X30" POLYMER CO TE STYLE (TYPE II) HANDHOLE AND IDENTIFYING NUMBER 30'X48- PO R CONCRETE STYLE (TYPE IV) HANDHOLE AND IDENTIFYING ZFFNUMB IC SIGNAL CONDUIT PEDESTAL MOUNTED SIGN IDENTIFYING LETTER genus I landscape architects ] 325 FAST 5- STREET DES MOINES. IA 50309 T 515 204 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 333 IOWA CITY, A52240 P 3198387870 CML ENGINEER SHOEMAKER 8 HA41AND 10 HOLIDAY ROAD CORALVILLE, LA 52241 P 319.3517150 ELECTRICAL 8 TRWRC SIGNALI7ATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STEAM MINNEAPOLIS, AN 554474443 P 763.475.0010 STRUCTURAL ENGINEER 122 E, WASHINGTON STREET, STE. B IOWA CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MN STREET BE STE 20D MINNEAPOLIS, MN 55414 P612.3395958 OWACRY W ESTIMATE OF TRAFFIC SIGNAL QUANTITIES 01 0113&2017 70%DO ITEM DESCRIPTION UNITS TOTAL Sk,ONTROLLER CONTROLLER. CABINET, IV RISER AND ACCESSORIES - INSTALL ONLY LS 1 AND BATTERY BACK-UP SYSTEM - INSTALL ONLY EACH 1 INET ACCESSIBLE PEDESTRIAN SIGNAL EQUIPMENT - INSTALL ONLY LS 1 DETE R UNIT APS PUSHBUTTONS AND SIGNS EACH 4 TRAFFIC 12" R.Y,G (ALL LED) VWBACKPLATE, PEDESTAL MOUNTED- INSTALL ONLY EACH 4 SIGNAL HEADS N PED HEAD, HANDIPERSON, COUNTDOWN, PEDESTAL MOUNTED -INSTALL ONLY EACH 4 E -9c#14 AWG LIN FT 420 E-Be#14 AWG LIN FT 410 WIRE AND k_h',2-SECTION -1c#3AWG LIN FT 110 CABLE E- #6AWG LIN FT 300 - lc # LIN FT 300 LIN FT 300 2" -SDR 11 HDPE LIN FT 110 CONDUIT 3' -SDR 11 HDPE LIN FT 60 4' - SDR 11 HDPE LIN FT 240 17"X30' POLYMER CONCRETE STYLE PE II) HANDHOLE EACH 4 HANDHOLES 30'X48" POLYMER CONCRETE STYLE (TY N)HANDHOLE EACH 1 CONTROLLER FOOTING EACH 1 CONCRETE FOOTING FOOTING, PEDESTAL, 2' DIAMETER X W DEPTH EACH 4 FOOTING, PEDESTRIAN PUSH BUTTON, 1' DIAMETER 4' DEPTH EACH 2 ALUMINUM PEDESTAL POLE -5' HEIGHT EACH 2 TRAFFIC SIGNAL ALUMINUM PEDESTAL POLE -14'HEIGHT -INSTALL ONLY EACH 3 POLES ALUMINUM PEDESTAL POLE -16'HEIGHT -INSTALL ONLY EACH 1 TRAFFIC SIGN - RIG3EL - INSTALL ONLY EACH 2 TRAFFIC SIGN -R703ER-INSTALL ONLY EACH 2 MISC. STREETNAME SIGN - CLINTON ST EACH 2 STREETNAME SIGN - COLLEGE ST EACH 2 genus I landscape architects ] 325 FAST 5- STREET DES MOINES. IA 50309 T 515 204 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 333 IOWA CITY, A52240 P 3198387870 CML ENGINEER SHOEMAKER 8 HA41AND 10 HOLIDAY ROAD CORALVILLE, LA 52241 P 319.3517150 ELECTRICAL 8 TRWRC SIGNALI7ATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STEAM MINNEAPOLIS, AN 554474443 P 763.475.0010 STRUCTURAL ENGINEER 122 E, WASHINGTON STREET, STE. B IOWA CITY, A52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MN STREET BE STE 20D MINNEAPOLIS, MN 55414 P612.3395958 OWACRY W ;;l" - MB"- BTT-MB TRAFFIC SIGNAL PLAN NOTES AND LEGEND tw34 N001 01 0113&2017 70%DO 03 OW3 17 100%DD OS 1W IMM17 50% CID 04 12 017 100%CO 05 011'[&3018 BID SET ;;l" - MB"- BTT-MB TRAFFIC SIGNAL PLAN NOTES AND LEGEND tw34 N001 TRAFFIC SIGNAL FACES T12" R LED T12" 11 Y LED TGLED 41,42,43,44 21,22,61,62 PEDESTRIAN PUSHBUTTON AND SIGNAL FACE MOUNTING FF- - 2(5 FE&616 PM b. 3 j4 ITEM STATION,OFFSET CONTROLLER (CENTER OF CABINET 0412&2017 70%DO STA 21-23.42,28.49- RT 0&3G'2017 taox DD POLES (CENTER OF FOOTING) 1 STA 21+10.58.30.73'RT 2 STA 20+38.29.30.82' RT 3 STA 20+3825, 29.19' LT 4 STA 20+38.67, 38.94' LT 5 STA 221+10.00, 39.06' LT 6 STA 21+10.59, 29.20' LT JUNCTION BOXES (CENTER OF JUNCTION BOX) 1 STA 21+10.87.38.77 RT 2 STA 20+37.05, 38.89' RT 3 STA 20+36.01, 31.57' LT 4 STA 21+12.52, 31.62' LT 5 STA 20+76.58, 98.10' RT 1.5" Radius, 0.4 Border, Whre on Green; 1.50 Radius, Me Border, VWft an Grow; "Gunton Sr ClearilewFMy-1-13;-Coifte SC CWwvW*+wy-1-B; •100" C4earNewHwy-1-13; '100" GearvlewHwy-1$; N G S 10 2G I 1 INCH =10 FEET genus [ landscape aTchilech I 325 EAST 5m STREET DES MOINES. IA 50309 T 515 284 1010 W W W.GENUS-14,COM ARCMTECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, A 5n40 P 3193387878 CML ENGINEER SHOEMAKERSHNNANO 180 HOLIDAY ROAD CORALVILLE, M 52241 P319.351.71M ELECTRICAL d TRAFFIC SIGNALILVION SRFCONSULTING ONE CARLSON PARKWAY NORTH, STE. 150 MINNEAPOLIS, MN 551414443 P183.475.0010 STRUCTURAL ENGINEER IN E. WASHINGTON STREET, SM. B IOWACITY, W 52240 P 319.3337850 IIGNRNG DESIGN SCHULER SHOOK 219 MAIN STREET SE, SM 210 MINNEAPOLIS, MN 55114 P812.339.5958 PEDESTRIAN Moll IMPROVEMENTS OWACITY, IN GMS " ASP IMIS13 �o TRAFFIC SIGNAL PLAN INTERSECTION LAYOUT teo34 N101 O1 0412&2017 70%DO oz 0&3G'2017 taox DD 03 10?1&2017 50% CD 04 12/MM17 10D% CD 05 011 14 DID SET GMS " ASP IMIS13 �o TRAFFIC SIGNAL PLAN INTERSECTION LAYOUT teo34 N101 SUGGESTED TIMINGS PHASE 2 4 1 8 MINIMUM GREEN PASSAGE MAXIMUM I MAXIMUM It - YELLOW CHANGE RED CLEARANCE WALK PEDESTRIAN CLEARANCE ADDED INITIAL TIIME TO REDUCE TIME BEFORE REDUCTION 5c SIGNAL WIRE COLOR CODE INSULATION COLOR STRIPE SIGNAL COLOR INDICATION GREEN - GREEN BALL ORANGE - YELLOW BALL RED - RED BALL WHITE - COMMON BLACK - COMMON 9c SIGNAL WIRE COLOR C/E INSULATION COLOR STRIPE COLOR SIGNAL NDICATION GREEN - W -MAIN ST RED IVIM1017 50% CD [DW-MAINST GREEN CK WSIDE ST RED BLACK W -SIDE ST WHITED COMMON ORRNG - PS -MAIN ST BLACK - PB -SIDE ST WHITE BLACK PBCOMMON BLUE - SPARE 1-GPJ1-TR/i-PT \ 1741 O 5- OF 3r HDPE �I 1-5c(SIG) 1-GR/1-TR11-PT I I I I FOF "H 'P 1-5c (SIG) 1-9c(PED) I i-GR/1-TR/1-PT I 'EC) PT I 62 403 43 1-5C(SIG) 1-GR71-TR/1-PT SIGNAL CABLE DESIGNATION 1 TAPE = LEFT TURN SIGNALS 2 TAPES= THRU SIGNALS 3 TAPES=RIGHT TURN SIGNALS TAPE COLOR INTERSECTION CORNER BLUE NE ORANGE BE YELLOW SW GREEN NW LU 0' 4' DP W 45c(SIG) 1-5c(SIG) w 4-9c(PED) 1-9C(PED) C0 1-GR71-TR/1-PT 1-GR71-TR/1-PT Z O H Z ---401 ABBREVIATIONS SIG SIGNAL HEAD CABLE PED PEDESTRIAN HEAD AND PUSHBUTTON CABLE CNTRL SIGNAL CONTROLLER POWER CABLE GR O Wljg��"1 TR E W11 IUF l) PT UL FL it Lam// HH HANDHOLE 2818 FEB -6 PM 4: 31 PEDESTRIAN MALL OLLEGE STREET) 1 P. I I 1-5c(SIG) 1-9c (PED) 1-GR/1-TR/1-PT I 1-GR/I4R/1-PT \ 10' OF 2- HDPE 1-103 (GNTRL) IOWA N a r m 2D I I I I D 1 INCH =10 fEB genus [ landscape architects j 325 EAST 5- STREET DES MOINES, IA 50309 T 515 294 1010 W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHRECTS 221 EAST COLLEGE STREET, STE. 303 IOWAOTY.IA57240 P 319.3387878 CNIL ENGINEER SHOEMAKER B NWANG 160 HOLIDAY ROAD CORALVILLE, %5U41 P319.351.7150 ELEC718CAL S TRAFFIC MORALIZATION SRF CONSULTING GNEG4RLSONPARKWAVNORTH, STE. 150 MINNEAPOLIS, MN 55447-0443 P 763.4750010 STRUCTURAL ENGINEER 122 E. WASHINGTON STREET, STE-B IOWA CRY, IA 52240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAN STREET SE, STE. 200 MINNEAPOLIS, MN 55414 P 812.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWA CITY, IA eMse TRAFFIC SIGNAL PLAN WIRING DIAGRAM 180% N111 01 MI14K)i7 70% DID 02 08�3M1017 1W%DO O3 IVIM1017 50% CD 04 12RG201T 100%CD 05 o1I2N2018 BID SET eMse TRAFFIC SIGNAL PLAN WIRING DIAGRAM 180% N111 TRAFFIC SIGNAL POLE DATA POLE NO POLE TYPE MAST M LENGT DIA (FT) FOOTING DIMENSIONS DEPTH (FT) MISCELLANEOUS TOTAL QUANTITY PARTIALLY RESTRICTED VEHICULAR MOVEMENT 06 —� NO CTUATED PEDESTRIAN MOVEMENT 1 14' PEDESTAL - 7 4 1 2 16' PEDESTAL - 7 4' 1 3 14' PEDESTAL - 2' 4' 1 6 14' PEDESTAL - 2' 4' 1 PROPOSED FLOW DIAGRAM CLINTON STREET AND COLLEGE STREET —1011— INDICATES FLOW PATH WITH ALL PHASES DEMANDED INDICATES OPTIONAL FLOW PATH WHEN SOME PHASES ARE NOT TIME OF RIGHT-OF-WAY TRANSFER PROPOSED PHASE SEQUENCE CHART CLINTON STREET AND COLLEGE STREET r CLINTON STREET AND COLLEGE STREET PHASE SEQUENCE NOT ALLOWED FROM I TO Nme FLASHING OPERATION CLINTON STREET RED COLLEGE STREET RED PEDESTRIAN DARK CONTROLLERBACK PANEL DATA sD p1 11a IEXP MINIMUM QUANTITY OF BACK P1 PO TIO CITY ,1 IOW 1C 1,t PROPOSED SIGNAL HEAD LOCATIONS CLINTON STREET AND COLLEGE STREET LEGEND N O NONACTUATED VEHICULAR MOVEMENT —� PARTIALLY RESTRICTED VEHICULAR MOVEMENT 06 —� NO CTUATED PEDESTRIAN MOVEMENT APPROACH SIGNAL HEAD NO 02+ 04 R RTO0 Y CLEAR TO 4 I AO 2+6 AO NORTHBOUND CLINTON STREET 21 FDW Y Y R R R 227G Y Y R R R SOUTHBOUND CLINTON STREET 61 G Y Y R R R 62 G Y Y R R R EASTBOU WEST13 ND CO GEST 41,44 OW DW DW W FDW FDW 4243 DW DW DW W FDW FDW r CLINTON STREET AND COLLEGE STREET PHASE SEQUENCE NOT ALLOWED FROM I TO Nme FLASHING OPERATION CLINTON STREET RED COLLEGE STREET RED PEDESTRIAN DARK CONTROLLERBACK PANEL DATA sD p1 11a IEXP MINIMUM QUANTITY OF BACK P1 PO TIO CITY ,1 IOW 1C 1,t PROPOSED SIGNAL HEAD LOCATIONS CLINTON STREET AND COLLEGE STREET LEGEND genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 264 1010 W W W.GENUSLA.COM ARCHITECT NEUWNN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 51240 P 319.3387878 CNN ENGINEER SHOEMAKER 6 HAAIAND 160 HOLIDAY ROAD CORALVILLE, Lk 041 P 319.351.7150 ELECTRICAL & TRAFFIC SIGNALDATIGN SRFCONSULTING ONE CARMEN PARMAY NORTI, STEM MINNEAPOLIS, MN 5544741443 P 763.050010 STRUCTURAL ENGINEER RAKER MODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CRY, K 522 P 319.3337850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, STE.2W MINNEAPOUS,10455414 P612.339.5958 PEDESTRIAN MNL IMPROVEMENTS IOWA CITY, M 01 M2&2017 70%DD 02 ON3N2017 100%00 03 1&1&'4011 W% DID 04 1&2092017 100% OD 06 01([&2010 BID SET TRAFFIC SIGNAL PLAN WIRING DIAGRAM ,803: N112 ACTUATED VEHICULAR MOVEMENT NONACTUATED VEHICULAR MOVEMENT —� PARTIALLY RESTRICTED VEHICULAR MOVEMENT CTUATED PEDESTRIAN MOVEMENT —� NO CTUATED PEDESTRIAN MOVEMENT RIW RIGHT WAY INTERVAL 0 TRAFFIC P R CIRCULAR RED Y CIRCULAR YELLOW G CIRCULAR GREEN W WALK DW DONT WALK FDW FLASHING DONT WALK AO ALL OTHER PHASES PR1 PREEMPT$1 genus [ landscape architect ] 325 EAST 5- STREET DES MOINES, IA 50309 T 515 264 1010 W W W.GENUSLA.COM ARCHITECT NEUWNN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IOWA CITY, IA 51240 P 319.3387878 CNN ENGINEER SHOEMAKER 6 HAAIAND 160 HOLIDAY ROAD CORALVILLE, Lk 041 P 319.351.7150 ELECTRICAL & TRAFFIC SIGNALDATIGN SRFCONSULTING ONE CARMEN PARMAY NORTI, STEM MINNEAPOLIS, MN 5544741443 P 763.050010 STRUCTURAL ENGINEER RAKER MODES ENGINEERING 122 E. WASHINGTON STREET, STE.B IOWA CRY, K 522 P 319.3337850 LIGHTING DESIGN SCHULERSHOOK 219 MAIN STREET BE, STE.2W MINNEAPOUS,10455414 P612.339.5958 PEDESTRIAN MNL IMPROVEMENTS IOWA CITY, M 01 M2&2017 70%DD 02 ON3N2017 100%00 03 1&1&'4011 W% DID 04 1&2092017 100% OD 06 01([&2010 BID SET TRAFFIC SIGNAL PLAN WIRING DIAGRAM ,803: N112 STAINLESS STEEL STRAPS TO BE USED FOR ATTACHING SIDE MOUNT SIGNALS PUSHBUTTON AND SIGN SIGNAL POLE, BASE PLATE, BASE COVER, AND ANCHOR RODS GROUT BY CONTRACTOR SEE PEDESTAL BASE DETAIL THIS SHEET PART NO. 11 PB PEDESTAL BASE COVER 25ABPK (4) S/8"X7-1/2" ANCHOR - BOLTS, WASHERS AND NUTS INCLUDED WITH ASBLY CP6A. EPDXY AND ANY LEVELING SHIMS BY INSTALLER. El 1/T PEDESTAL POLE NOT TO SCALE 6.75" 75" Q5 518"X75' GROUND ROD 2' MIN. TO W MAX. 2-1/4" MIN. TO 3-314' MAX. PROJECTION SIDEWALK OR—,,, CONCRETE AREA (ALL SIDES) 15 GL GROUND TERMINAL 1NGE BOLT CIRCLE ASBLY. NO. 4840 4" SCH. 40 AL. PIPE -PART NO. 11 PB PEDESTAL BASE CASTING —PART NO. 11 PBC BLANK COVER CASTING COVER MAY BE CUSTOMIZED WITH LOGO OR DESIGN —ASBLY. NO CP6A PEDESTAL BASE, COVER, HARDWARE,ANDANC S (2) 3/8"8E CREWS -STANDARD -CABLETET ANCHOR ATTACH (OPTIONAL) w n EVEL BASE AND n ANCHOR FLANGE FLAT TO SHIMS AND/OR GRADE a v' 0 12" DIA. PUSHBUTTON PEDESTAL BASE NOTTOSCALE a 2' MIN. TO 3-3/4' MAX. PROJVCTION 1(25) BEVEUCHAMFER CONDUIT, NUMBER AND SIZE AS 518'X15' GROUND RODS O 'v ice• . 1. 24"DIA. PEDESTAL BASE NOT TO SCALE (OPTIONAL) CAP ASBLY. NO. TCSS ASBLY. NO. 4640 4'X48' SCH 40 ALUM. PIPE (2)1/4" INSERT NUTS INCLUDED ASBLY. NO. CPSA 45" (INCLUDES ANCHORS) (2) SETSCREWS -STANDARD, OR STAINLESS STEEL BOLT INCLUDED W7TETHER OPTION DOOR CASTING, BOLT AND WASHER DOOR OPENING: 3.75'X 5.75" PART NO. 25GL GROUND LUG F4" NOM. CASTING THICKNESS LANGE - 6" BOLT CIRCLE PUSHBUTTON PEDESTAL NOT TO SCALE SIZE OF FOUNDATION MAY BE CHANGED IN THE PLANS OR SPECrf� VISI , QRIN THE FIELD AS DIRECTED BY T EE U THE UPPER PAR OF THE FOUNDATION SHALL BE BEVELED OR CHAMFERED IN A NEAT MANNER AS DIRECTED nB�YATHEE fj�jGlN�.bFR IGI1 jE FIF,LPj !) THE OPEiI'ENE FF�LL C D DUIITT IINNTO THE,iL FOUNDATION SHALL BE CAP LES ARE PLACED. CITY ��((�1�FT�L ALL IACKFILri ROU AN AND ALL EXCAVAT ST BE PROPERLY COMPACTED. END B ITTINGS ON CONDUIT ENDS SHALL BE I DED. 1 4 ANCHOR RODS EQUALLY SPACED 123/4' BOLT CIRCLE POSITIONED SUCH THAT THE PEDESTAL BASE ACCESS DOOR IS CONVENIENTLY LOCATED ON THE SIDE AWAY FROM TRAFFIC (IF POSSIBLE). (2) FOUR (4) 314" DIA. ANCHOR RODS, NUTS, AND WASHERS PER APPROVED PEDESTAL MANUFACTURERE'S EQUAL. O RIGID STEEL CONDUIT PER SPEC. 3801 OR RIGID PVC CONDUIT PER SPEC. 3803. SIZE AND NUMBER AS REQUIRED IN PLANS OR SPECIAL PROVISIONS. ® EXPANSION MATERIAL BETWEEN FOUNDATION AND SIDEWALK OR CONCRETE AREA. O WHEN IN CONTACT WITH ROCK, GROUND RODS SHOULD BE PLACED AS SPECIFIED IN CURRENT NATIONAL ELECTRICAL CODE (NEC). 6' BOLT CIRCLE DRILL (4) HOLES TO EMBED ANCHORS TO SET ANCHORS 75" I IED PLACE SWITCH TEMP TE $O PUSHBUTTON IS u? 42" E GRADE, OR AS W8" HOLE FOR _ _ r%HER SPECIFIED. 1/4" INSERT NUTS SETT 5/8" HOLE FOR PIPE. SCHEDULE 80 PIPE INSULATION SLEEVE BE DRILLED AND TAPED 5n 1/4'-20 BOLT 75" PUSHBUTTON PEDESTAL TEMPLATE NOT TO SCALE genus [ landscape architecls ] 325 EAST 5TM STREET DES MOINES, IA 50309 T 515 284 1010 �M W W W.GENUS-LA.COM ARCHITECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE, 303 IOWA CITY, IA 52240 P319 CIVIL ENGINEER SHOEMAKER B HAAIAND Iw HOU04YROA0 CORALVILLE, R 52241 P 319.3517150 ELECTRICAL d TRAFFIC VISUALIZATION SRF CONSULTING ONE CARLSON PARKWAY NORTH, STE 150 MINNEAPOLIS, MN 55414443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE. B IOWA CITY, 852240 P 319.333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 2DD MINNEAPOLIS, MN 55414 P 612.339.5958 PEDESTRIAN MALL IMPROVEMENTS IOWACTTY,B 01 0V20R01T IM DD 02 0W3WJ017 1W% DO 03 10'182011 60% CD 04 12402017 1 WX CD 05 01R 10 BIDSET GMS •� ISP •� BMSB �' TRAFFIC SIGNAL PLAN PEDESTAL POLE AND PUSHRUTTON DETAILS N501 METER ALUMINUM RISER WITH SAME DIMENSIONS AS CONTROLLER CABINET CONDUITAS SHOWN - ON PLANS ANCHOR BOLTS (AS SPECIFIED BY MFR. OF CABINET) POWER ACCESS TO METER 4#10,3#14 (PHOTOCELL)—\ 1#10G, 1"C #8 BARE COPPER IN SAME CONDUIT AS SUPPLY CONDUCTORS. CONNECTTO NEUTRAL. CABINET FOOTING - TO BE 4" ABOVE GROUND OR ADJACENT SIDEWALK MIN N. nlll I 1 n �� CABINET WIDTH I I _ CABINET DEPTH SERVICE DISCONNECT. 121 PROVIDE 2 SINGLE -POLE OR CIRCUIT BREAKERS, ONE FOR TRAFFIC SIGNALS, ONE FOR IAL LIGHTING IN NEMA 3R ATTACH GROUND WIRE TO GROUND ENCLOSURE. 4#10,3#14 (PHOTOCELL)—\ 1#10G, 1"C #8 BARE COPPER IN SAME CONDUIT AS SUPPLY CONDUCTORS. CONNECTTO NEUTRAL. CABINET FOOTING - TO BE 4" ABOVE GROUND OR ADJACENT SIDEWALK MIN N. nlll I 1 n �� CABINET WIDTH I I _ CABINET DEPTH •8" [� 6" REVISION GROUND ROD 3" TO 6" BELOW 1I-103 GROUND LEVEL. ATTACH GROUND WIRE TO GROUND USING CALDWELD. REVISIONS CONTROLLER CABINET NOT TO SCALE SIIDAS DIRECTOR T_ C m m Do 0 O 0 W Tn 2 m m O T I L E D 2018 FEB -6 Pti 1,. 32 . CfTY CLERK IOWA CITY.IOVIA \ CONDUIT IN TRENCH L MATERIAL BACKFILL LL IS FREE OF i, CONCRETE, OR 2UBBLE. genus [ landscape architects I 325 EAST 5TM STREET DFS MOINES. IA S03W T 515 284 1010 W W W.GENUS-IA.COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IGWACIW,K52240 P3193387878 CMLENGINEER SHOEMAKER S HA4IAND 160 HOLIDAY ROAD CORN -VII -LE, N 5V41 P31935171M ELECTRICAL d TRAFFIC SIGNALI7ARON SRF CONSULTING ONECARLSONPARKWAYNORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE B IOWAOTYJAS2240 P319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MNW14 P 612.3395958 PEDESTRIAN MAIL IMPROVEMENTS KYWACTIY,IA 01 04I2A'Yo17 70% DO 02 aer3orzow 1o0%DD 00 1011WE017 5o%CD 04 12I2o12o11 !W% CD M 0172%RO10 BID SET TRAFFIC SIGNAL PLAN CONTROLLER CABINET AND TRENCH DFTAILS N502 REVISION New 0-21-1 1I-103 RGURE 8010.103 DARDROADPLAN SHEET 1 of 1 REVISIONS SIIDAS DIRECTOR DEVMETHODS ENGINEER CONDUIT AND PRECAST HANDHOLES genus [ landscape architects I 325 EAST 5TM STREET DFS MOINES. IA S03W T 515 284 1010 W W W.GENUS-IA.COM ARCHRECT NEUMANN MONSON ARCHITECTS 221 EAST COLLEGE STREET, STE. 303 IGWACIW,K52240 P3193387878 CMLENGINEER SHOEMAKER S HA4IAND 160 HOLIDAY ROAD CORN -VII -LE, N 5V41 P31935171M ELECTRICAL d TRAFFIC SIGNALI7ARON SRF CONSULTING ONECARLSONPARKWAYNORTH, STE. 150 MINNEAPOLIS, MN 554474443 P 763.4750010 STRUCTURAL ENGINEER RAKER RHODES ENGINEERING 122 E. WASHINGTON STREET, STE B IOWAOTYJAS2240 P319333.7850 LIGHTING DESIGN SCHULER SHOOK 219 MAIN STREET SE, STE. 200 MINNEAPOLIS, MNW14 P 612.3395958 PEDESTRIAN MAIL IMPROVEMENTS KYWACTIY,IA 01 04I2A'Yo17 70% DO 02 aer3orzow 1o0%DD 00 1011WE017 5o%CD 04 12I2o12o11 !W% CD M 0172%RO10 BID SET TRAFFIC SIGNAL PLAN CONTROLLER CABINET AND TRENCH DFTAILS N502