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HomeMy WebLinkAboutDUBUQUE STREET RECONSTRUCTION PROJECT 2023DUBUQUE STREET RECONSTRUCTION PROJECT 2023 06-Nov-2023 ' Plans and Specs 07-Nov-2023 Res No. 23-291: Approving project manual and estimate of cost 13-Nov-2023 Revised Plans 21-Nov-2023 Res No. 23-310: Approving project manual & estimate of cost 27-Nov-2023 Notice to Bidders 02-Jan-2024 Res No. 24-03: Awarding Contract 11-Aug-2025 Engineer's report 19-Aug-2025 Res No. 25-198: Accepting the work 21-Aug-2025 Performance, payment & maintenance bond ENGINEER'S ESTIMATE November 6t", 2023 City Clerk City of Iowa City, Iowa Re: Dubuque Street Reconstruction Project Dear City Clerk: The estimated cost of construction for this project is $3,750,000. Sincerely, A�lh hwoal,k Alin Dumachi, PE Senior Engineer N T ._ rn . ca C = c,a c� D 10Z31-1 1' —6 Fts 3: 30 CITY of Iowa CITY U N ESCO CITY OF LITERATU RE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE FORMAL DUBUQUE STREET RECONSTRUCTION PROJECT IOWA CITY, IOWA DECEMBER 21, 2023 Q ,uFESS/pti,9 "� MICHAEL J. G)� z w FAHRER Z 25326 �� 0005 CERTIFICATIONS PAGE iLED 10Z3 NOV -6 PIN 3: 30 I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Date: 11 /6/23 License Number: 25326 My license renewal date is December 31, 20 24 Pages or sheets covered by this seal: Entire Bound Document Dubuque Street Reconstruction Project 0005 — Page 1 of 1 0010 TABLE OF CONTENTS PROJECT MANUAL 0005 CERTIFICATIONS PAGE 0010 TABLE OF CONTENTS 0100 NOTICE TO BIDDERS 0110 NOTICE OF PUBLIC HEARING 0200 INSTRUCTIONS TO BIDDERS 0400 PROPOSAL 0405 BIDDER STATUS FORM 0410 BID BOND FORM 0500 CONTRACT 2Dt3 Noy -6 F' 3, 30 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND 0520 CONTRACT COMPLIANCE 0530 WAGE THEFT POLICY SUDAS STANDARD SPECIFICATIONS GENERAL SUPPLEMENTAL SPECIFICATIONS SUPPLEMENTAL SPECIFICATIONS SPECIAL PROVISIONS PLANS Dubuque Street Reconstruction Project 0010 — Page 1 of 1 0100 NOTICE TO BIDDERS DUBUQUE STREET RECONSTRUCTION - 234'0 -6 FM 3= 30 PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 21" day of December, 2023. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 2nd day of January, 2024, or at special meeting called for that purpose. The Project will involve the following: removal of existing and installation of approximately 930 linear feet of new storm sewer; installation subdrain and roof drain trunk line; removal of existing and installation of 400 linear feet of new sanitary sewer; abandonment, capping and removal of existing water main; installation of new water main, hydrants, fittings and services; removal of existing and installation of approximately 3,850 square yards of street and sidewalk pavement; lighting, irrigation, electric and parking meters; installation of landscaping features including plantings, pavers, mulch, limestone blocks, bicycle racks, litter receptacles and benches. The project is located on S. Dubuque Street between Iowa Avenue and E. Washington Street in Iowa City, Iowa. All work is to be done in strict compliance with the Project Manual prepared by Foth Infrastructure & Environment, LLC, of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security 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 (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, 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. Dubuque Street Reconstruction Project 0100 — Page 1 of 2 The following limitations shall apply to this Project: Early Start Date: March 25, 2024 }" Late Start Date April 8, 2024 Substantial Completion Date: August 23, 2024 Final Completion Date: September 20, 2024 Liquidated Damages: $1,500 per day All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date except for the installation of trees, plantings, mulch and planting soils. Full roadway closure will be allowed for the duration of the project up to the Substantial Completion Date. Pedestrian access shall be maintained to businesses at all times during construction. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll -Free: (800) 779-0093. 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 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 list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK Dubuque Street Reconstruction Project 0100 — Page 2 of 2 FILED 0110 NOTICE OF PUBLIC HEARING nn NOV -6 PIN 3: 30 NOTICE OF PUBLIC HEARING ON PROJECT MANUAL . AND ESTIMATED COST FOR THE DUBUQUE STREET t� a ;_{ RECONSTRUCTION PROJECT IN THE CITY OF IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public hearing on the Project Manual, including the plans, specifications, contract, and estimated cost for the construction of the Dubuque Street Reconstruction Project in said city at 6:00 p.m. on the 21st day of November, 2023, said meeting to be held in the Emma J. Harvat Hall in City Hall, 410 East Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. The Project will involve the following: removal of existing and installation of approximately 930 linear feet of new storm sewer; installation subdrain and roof drain trunk line; removal of existing and installation of 400 linear feet of new sanitary sewer; abandonment, capping and removal of existing water main; installation of new water main, hydrants, fittings and services; removal of existing and installation of approximately 3,850 square yards of street and sidewalk pavement; lighting, irrigation, electric and parking meters; installation of landscaping features including plantings, pavers, mulch, limestone blocks, bicycle racks, litter receptacles and benches. The project is located on S. Dubuque Street between Iowa Avenue and E. Washington Street in Iowa City, Iowa. Said Project Manual and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Project Manual or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. Kellie K. Fruehling, City Clerk Dubuque Street Reconstruction Project 0110 — Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS DUBUQUE STREET RECONSTRUCTION PROJECT tL Optional Pre -Bid Meeting: s ,; ; 1=,r,: a. Time, Date, and Location: December 5, 2023 at 10:00 AM CST Engineering Conference Room 410 East Washington Street Iowa City, Iowa 52240 Discuss vaults and coordinate with properties/business owners to look at and evaluate vault conditions and locations. 2. Bid Submittals: a. Time, Date and Location: December 21, 2023 at 3:00 PM CST City Clerk's Office 410 East Washington Street Iowa City, Iowa 52240 b. Submittals include two separate sealed envelopes: Envelope 1: Bid Security and Bidder Status Form Envelope 2: Proposal C. See Section 1020, as may be supplemented, for complete descriptions of proposal requirements and conditions. 3. Bidder Status a. Use the Bidder Status Form included in Section 0405. b. Submit in accordance with 0200.2.b above. C. See Section 0405 for the Worksheet: Authorized to Transact Business and 875 Iowa Administrative Code Chapter 156 (73A), found at the following website: https://www.legis.iowa.gov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. 4. Bid Security: a. Use the Bid Bond Form included in Section 0410. b. Submit in accordance with 0200.2.b above. C. Bid security is 10% of the total bid, including all added alternates (do not deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented_, for a complete description of the bid security requirements. Progress and Schedule: a. Contract Times: Specified Start Date: March 25, 2024 Late Start Date: April 8, 2024 Substantial Completion Date: August 23, 2024 Final Completion Date: September 20, 2024 Liquidated Damages: $1,500 per day b. Work Restrictions: Dubuque Street Reconstruction Project 0200 — Page 1 of 3 LED 0200 INSTRUCTIONS TO BIDDERS 713J _61-11: 30 DUBUQUE STREET RECONSTRUCTION PROJECT 1. Optional Pre -Bid Meeting: a. Time, Date, and Location: December 5, 2023 at 10:00 AM CST Engineering Conference Room 410 East Washington Street Iowa City, Iowa 52240 Discuss vaults and coordinate with prope and evaluate vault conditions and location 2. Bid Submittals: a. Time, Date and Location: December 21, 2023 at 3:00 PM C City Clerk's Office 410 East Washington Street Iowa City, Iowa 52240 b. Submittals include two separate s led envelopes: Envelope 1: Bid Security nd Bidder Status Form ss owners to look at Envelope 2: Proposal C. See Section 1020, as ma be supplemented, for complete descriptions of proposal requirements and onditions. 3. Bidder Status: a. Use the Bidder Statusform included in Section 0405. b. Submit in accordanc with 0200.2.b above. C. See Section 0405 r the Worksheet: Authorized to Transact Business and 875 Iowa Administra ' e Code Chapter 156 (73A), found at the following website: htt s://www.le .iowa. ov/docs/iac/cha ter/08-15-2018.875.156. df, for assistance in ompleting the form. 4. Bid Security: a. Use the id Bond Form included in Section 0410. b. Submit ' accordance with 0200.2.b above. C. Bid s urity is 10% of the total bid, including all added alternates (do not deduct the ount of deducted alternates). d. Se Section 1020, as may be supplemented, for a complete description of the bi security requirements. 5. Prog ,oss and Schedule: a. Contract Times: Specified Start Date: March 25, 2024 Late Start Date: April 8, 2024 Substantial Completion Date: August 23, 2024 Final Completion Date: September 20, 2024 Liquidated Damages: $1,500 per day b. Work Restrictions: Dubuque Street Reconstruction Project 0200 — Page 1 of 3 .. t.x i. No work shall be done between 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. ii. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. iii. Weekend work is allowed during normal work hours, except during community events. Notify Engineer of any planned weekend work. C. Community Events: i. The Contractor should look at community calendars to determine potential conflicts with planned construction activities and schedule. ii. The contractor should make sure their activities are not impacting community events. iii. No work shall occur on University of Iowa Home Football game days. iv. June 10, 2024: Any work on Washington Street (including any intersection and sidewalk work) shall start no earlier than June 10, 2024 (after completion of Arts Fest June 7-9, 2024). v. June 22, 2024: Contractor shall not work on this day due to Iowa City Block Party Event. vi. July 8, 2024: Any work on Iowa Avenue (including any intersection and sidewalk work) shall start no earlier than July 8, 2024 (after completion of Jazz Fest July 5-7, 2024). vii. August 21, 2024: Contractor shall stop work at 4:00 pm for Taste of Iowa City Event. 6. Performance, Payment and Maintenance Bond: a. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price for a period of five (5) year(s) after its completion and formal acceptance by the City Council. b. Use the Performance, Payment, and Maintenance Bond Form included in Section 0510. C. See Section 1070, Part 3, as may be supplemented, for a complete description of the bonding requirements. 7. Insurance Requirements: a. The City of Iowa City is to be listed on the required insurance certificate, as an additional insured on a primary and non-contributory basis. Review this requirement with your insurance broker prior to bidding. b. See Section 1070, Part 3, as may be supplemented, for a complete description of the insurance requirements. 8. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020, 1.08 of the Supplemental Specifications. 9. Contract Compliance: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 10. Wage Theft Policy: a. For all contracts of $25,000 or more, the successful bidder shall abide by the Dubuque Street Reconstruction Project 0200 — Page 2 of 3 i. No work shall be done between 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cuttin j `freshly poured concrete. i I j,. n ii. Notify the Engineer four days in advance of street ltM' s&th t�a ptesg release can be issued. No street may be close without the Engineer's approval and said notification. C. Community Events: i. The Contractor should look at community calendars to etermine potential conflicts with planned construction activities and sch ule. ii. The contractor should make sure their activities are of impacting community events. iii. No work shall occur on University of Iowa Home Footb game days. 6. Performance, Payment and Maintenance Bond: a. The successful bidder will be required to furnish a bon in an amount equal to one hundred percent (100%) of the contract price for period of five (5) year(s) after its completion and formal acceptance by the Cit Council. b. Use the Performance, Payment, and Maintena ce Bond Form included in Section 0510. C. See Section 1070, Part 3, as may be su leme ed, for a complete description of the bonding requirements. 7 E* 0 10 11 12 Insurance Requirements: a. The City of Iowa City is to be listed on a required insurance certificate, as an additional insured on a primary requirement with your insurance bro b. See Section 1070, Part 3, as may k� the insurance requirements. / non-contributory basis. Review this .,r prior to bidding. supplemented, for a complete description of Taxes: a. Sales Tax Exemption Certi/ations. es will be issued according to Section 1020, 1.08 of the Supplemental S ecif Contract Compliance: a. For all contracts of $ 000 or more, the successful bidder shall abide by the requirements of the ity's Contract Compliance Program, as described in the Section 0520. Wage Theft Policy: a. For all contract of $25,000 or more, the successful bidder shall abide by the requirements the City's Wage Theft Policy, as described in Section 0530. References: a. The succe ful bidder and all of its subcontractors are required to submit at least four (4) ays prior to award three (3) references involving similar projects, includin at least one municipal reference. Award of the bid or use of specific subco ractors may be denied if sufficient favorable references are not verified or based on past experience on projects with the City of Iowa City. b. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. Contract Documentation a. The Contractor must demonstrate an active subscription to Doc Express Dubuque Street Reconstruction Project 0200 — Page 2 of 3 11 12 requirements of the City's Wage Theft Policy, as described in Section 0530. References: a. The successful bidder and all of its subcontractors are required to submit at least four (4) days prior to award three (3) references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or based on past experience on projects with the City of Iowa City. b. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. Contract Documentation a. The Contractor must demonstrate an active subscription to Doc Express (program by Info Tech, Inc.) is maintained. Doc Express will be used to process documentation, including, but not limited to, contract documents, change orders, shop drawings, certificates, equipment lists, progress payments, and other electronic submittals. b. Record documentation is required on all projects in accordance with Section 1090, 1.08.E of the Supplemental Specifications. Liquidated damages will be considered if adequate record documentation is not submitted by the Final Completion Date. w crz ti Y Y Dubuque Street Reconstruction Project 0200 — Page 3 of 3 (program by Info Tech, Inc.) is maintained. Doc Express will be usedAO process documentation, including, but not limited to, contract documents, change ord shop drawings, certificates, equipment lists, progr Rpayrn nth °afil " her electronic submittals. �`'"Xdby b. Record documentation is required on all projects in accction 1090, 1.08.E of the Supplemental Specifications. Liquidaill be considered if adequate record documentation is not suFinal Completion Date. Dubuque Street Reconstruction Project 0200 — Page 3 of 3 INSERT IN ENVELOPE 2 0400 PROPOSAL DUBUQUE STREET RECONSTRUCTION CITY OF IOWA CITY f 1023 �� OV -6 �� ` 3 l PROJECT Please DO NOT USE the proposal included in the bound volume of the specifications. Separate copies of this form are contained with this document. The following documents must be submitted as printed. No alterations, additions, or deletions are allowed. If the Bidder notes a requirement in the contract documents that the Bidder believes will require a conditioned or unsolicited alternate bid, the Bidder must immediately notify the Engineer in writing. The Engineer will issue any necessary interpretation by an addendum. Name of Bidder: Address of Bidder: TO: City Clerk City of Iowa City City Hall 410 East Washington Street Iowa City, Iowa 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the Project Manual. The undersigned bidder, having examined and determined the scope of the Contract, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Project Manual, including Addenda , and , and to do all work at the prices set forth herein. The undersigned bidder further proposes 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. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract and agrees that, in the event of any discrepancies or differences between the various items included in the Contract, Supplemental Specification Section 1040, 1.03 shall govern. Dubuque Street Reconstruction Project 0400 — Page 1 of 10 INSERT IN ENVELOPE 2 BID ESTIMATED UNIT ITEM DESCRIPTION UNITS QUANTITY PRICE EXCAVATION, CLASS 10, ROADWAY & 1 BORROW CY 515 BELOW GRADE EXCAVATION (CORE 2 OUT) CY 200 SUBBASE, 3 MODIFIED, 6 IN. SY 1,280 SUBBASE, 4 MODIFIED, 12 IN. SY 2,727 REMOVAL OF STRUCTURES, 5 UTILTY EA 1 REMOVAL OF KNOWN PIPE AND CONDUIT, CONCRETE DUCT 6 BANK LF 337 REMOVALS, AS PER 7 PLAN LS 1 SANITARY SEWER GRAVITY MAIN, TRENCHED,PVC 8 TRUSS, 10 IN. LF 321 SANITARY SEWER GRAVITY MAIN, TRENCHED,PVC 9 TRUSS, 12 IN. LF 75 SANITARY SEWER SERVICE STUB, 10 PVC, 6 IN. LF 752 REMOVAL OF SANITARY SEWER, 11 VCP, 10 IN. LF 361 REMOVAL OF SANITARY SEWER, 12 PVC, 12 IN. LF 71 STORM SEWER, TRENCHED, SDR 26 13 PVC, 6 IN. LF 643 STORM SEWER, TRENCHED, RCP, 12 14 IN. LF 9 STORM SEWER, TRENCHED, RCP, 15 15 IN. LF 923 EXTENDED AMOUNT Iv..y U.J Dubuque Street Reconstruction Project 0400 — Page 2 of 10 INSERT IN ENVELOPE 2 BID ESTIMATED UNIT ITEM DESCRIPTION UNITS QUANTITY PRICE REMOVAL OF STORM SEWER, 16 RCP, 15 IN. LF 579 STORM SEWER ABANDONMENT, 17 FILL AND PLUG LF 24 SUBDRAIN, 6" HDPE, TYPE A, 18 PERFORATED LF 595 SUBDRAIN CLEANOUT, TYPE A- 19 1 EA 2 SUBDRAIN CONNECTION TO INTAKE OR STORM 20 SEWER EA 50 ROOF DRAIN CONNECTION TO 21 EXISTING PIPE EA 39 DROWNSPOUT 22 SHOE EA 8 WATER MAIN, TRENCHED, DIP, 6 23 IN. LF 23 WATER MAIN, TRENCHED, DIP, 12 24 IN. LF 344 25 FITTINGS, DIP, 12 IN. LB 577 WATER SERIVCE STUB, COPPER K, 26 1.51N. EA 14 WATER SERIVCE STUB, COPPER K, 27 2.0IN. EA 3 WATER SERVICE 28 PIPE, DIP, 41N. LF 396 WATER SERVICE 29 PIPE, DIP, 6 IN. LF 260 WATERMAIN ABANDONMENT, 30 CAP, 10 IN. EA 2 WATER MAIN 31 REMOVAL, 6 IN. LF 25 32 VALVE, GATE, 4 IN. EA 11 33 VALVE, GATE, 6 IN. EA 7 Dubuque Street Reconstruction Project EXTENDED AMOUNT 0400 — Page 3 of 10 INSERT IN ENVELOPE 2 BID ITEM DESCRIPTION UNITS ESTIMATED UNIT QUANTITY PRICE EXTENDED AMOUNT 34 VALVE, GATE, 12 IN. EA 2 TAPPING VALVE 35 ASSEMBLY, 4 IN. EA 11 TAPPING VALVE 36 ASSEMBLY, 6 IN. EA 6 FIRE HYDRANT 37 ASSEMBLY EA 2 VALVE BOX ADJUSTMENT, 38 MINOR EA 3 FIRE HYDRANT 39 ADJUSTMENT EA 2 FIRE HYDRANT ASSEMBLY 40 REMOVAL EA 2 VALVE BOX 41 REMOVAL EA 30 MANHOLE, SANITARY, SW-301, 42 481N. EA 1 MANHOLE, STORM SEWER, SW-401, 48 43 IN. (TOP ONLY) EA 1 MANHOLE, STORM SEWER, SW-401, 48 44 IN. EA 4 INTAKE, STORM 45 SEWER, SW-508 EA 1 INTAKE, STORM 46 SEWER, SW-510 EA 1 INTAKE, STORM 47 SEWER, SW-511 EA 3 INTAKE, STORM 48 SEWER, SW-541 EA 2 CONNECTION TO EXISTING 49 STRUCTURE EA 1 50 REMOVE MANHOLE EA 11 51 REMOVE INTAKE EA 8 ' PAVEMENT, PCC, 9 52 IN., C-SUD SY 2,507 PAVEMENT, PCC, 9 < IN., C-SUD, 53 REINFORCED SY 51 Dubuque Street Reconstruction Project 0400 — Page 4 of 10 INSERT IN ENVELOPE 2 BID ESTIMATED UNIT ITEM DESCRIPTION UNITS QUANTITY PRICE PAVEMENT, PCC, 11 IN., C-SUD (COLORED CROSSWALK 54 BANDS) Sy 15 PAVEMENT, PCC, 55 TEMP, 6 IN. Sy 500 CURB AND GUTTER, 56 2 FT, 9 IN., C-SUD LF 85 UNIT PAVERS WITH 57 PAVEMENT BASE Sy 134 REMOVAL OF 58 SIDEWALK Sy 1,390 SIDEWALK, PCC, REINFORCED 4 IN., 59 C-SUD Sy 94 SIDEWALK, PCC, 6 60 IN., C-SUD SY 1,186 DETECTABLE 61 WARNINGS SF 152 PCC BAND BEHIND BACK OF CURB, C- 62 SUD Sy 107 PCC PLANTER CURB - BEAM CURB, C- 63 SUD LF 870 64 BRICK REMOVAL Sy 209 PAVEMENT 65 REMOVAL Sy 2,915 LIGHTING POLES, PEDESTRIAN 66 LIGHTING EA 4 LIGHTING POLES, ROADWAY AND PEDESTRIAN 67 LIGHTING EA 4 CATENARY 68 LIGHTING LS 1 ELECTRICAL 69 CIRCUITS LS 1 COMMUNICATION 70 CIRCUITS LS 1 71 HANDHOLE, TYPE II EA 16 CAMERA, 72 PANORAMIC EA 1 EXTENDED AMOUNT Dubuque Street Reconstruction Project 0400 — Page 5 of 10 INSERT IN ENVELOPE 2 BID ITEM DESCRIPTION UNITS ESTIMATED QUANTITY UNIT EXTENDED PRICE AMOUNT 73 CAMERA, PTZ EA 1 PAINTED PAVEMENT MARKINGS, WATERBORNE HIGH 74 BUILD STA 19 PAINTED SYMBOLS 75 AND LEGENDS EA 2 TEMPORARY 76 TRAFFIC CONTROL LS 1 TEMPORARY BUSINESS ACCESS 77 SIGN EA 30 PORTABLE DYNAMIC MESSAGE 78 BOARD CDAY 14 PLANTS WITH WARRANTY, 79 OVERSTORY, B&B EA 11 PLANTS WITH WARRANTY, ORNAMENTAL TREE, 80 B&B EA 4 PLANTS WITH WARRANTY, 81 PERENNIAL PLANT EA 1,329 PLANTS WITH 82 WARRANTY, BULB EA 810 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 83 MANAGEMENT LS 1 INLET PROTECTION DEVICE, 84 INSTALLATION EA 7 INLET PROTECTION DEVICE, 85 MAINTENANCE EA 14.. BOLLARD, STEEL, 6 IN. DIA. POWDERED COATED YELLOW, 86 WITH SLEEVE EA 19 w. BOLLARD, STEEL, 6 IN. DIA., POWDERED w COATED YELLOW, 87 STANDARD EA 2 Dubuque Street Reconstruction Project 0400 — Page 6 of 10 INSERT IN ENVELOPE 2 BID ESTIMATED UNIT ITEM DESCRIPTION UNITS QUANTITY PRICE PARKING METER 88 POST EA 8 REMOVE EXISTING 89 TREES EA 8 CU-SOIL STRUCTURAL SOIL - 90 3 FT. DEPTH CY 282 LEAF MULCH - 2 IN. 91 DEPTH CY 17 AT -GRADE PLANTING SOILS - 3 92 FT. DEPTH CY 298 IRRIGATION 93 SYSTEM AL 1 LIMESTONE BLOCK AT THRESHOLD - 94 TYPE A EA 3 LIMESTONE BLOCK AT THRESHOLD - 95 TYPE B LF 48 LIMESTONE BLOCK AT MIDBLOCK - 96 TYPE C LF 52 97 KIOSK AL 1 98 BIKE RACK EA 10 LITTER 99 RECEPTACLE EA 5 100 BENCH EA 2 CONSTRUCTION 101 SURVEY (1 %) LS 1 102 MOBILIZATION (6%) LS 1 CONCRETE 103 WASHOUT LS 1 VAULT STRUCTURAL SLAB, 104 1 S DUBUQUE ST LS 1 VAULT STRUCTURAL SLAB, 105 5 S DUBUQUE ST LS 1 VAULT STRUCTURAL SLAB, 106 7 S DUBUQUE ST LS 1 VAULT STRUCTURAL SLAB, 107 9 S DUBUQUE ST LS 1 EXTENDED AMOUNT Dubuque Street Reconstruction Project 0400 — Page 7 of 10 INSERT IN ENVELOPE 2 BID ESTIMATED UNIT ITEM DESCRIPTION UNITS QUANTITY PRICE VAULT STRUCTURAL SLAB, 108 11 S DUBUQUE ST LS 1 VAULT STRUCTURAL SLAB, 109 19 S DUBUQUE ST LS 1 VAULT ABANDONMENT AND FILLING, 23 S 110 DUBUQUE ST LS 1 VAULT HATCH AND WATERPROFFING, 1 111 S DUBUQUE ST LS 1 VAULT HATCH AND WATERPROFFING, 5 112 S DUBUQUE ST LS 1 VAULT HATCH AND WATERPROFFING, 7 113 S DUBUQUE ST LS 1 VAULT HATCH AND WATERPROFFING, 9 114 S DUBUQUE ST LS 1 VAULT HATCH AND WATERPROFFING, 115 11 S DUBUQUE ST LS 1 VAULT HATCH AND WATERPROFFING, 116 19 S DUBUQUE ST LS 1 EXTENDED AMOUNT TOTAL EXTENDED AMOUNT = $ The Bidder may submit computer -generated unit price table in accordance with the.Special Provisions. The names of those persons, firms, companies or other parties with whom we intend ,tq enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NAME OF SUBCONTRACTORS I TYPE OF WORK APPROXIMATE COTS Dubuque Street Reconstruction Project 0400 —Page 8 of 10 INSERT IN ENVELOPE 2 NOTE: All subcontractors are subject to approval by City of Iowa City. CD Dubuque Street Reconstruction Project 0400 — Page 9 of 10 INSERT IN ENVELOPE 2 The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship ❑ Partnership ❑ Corporation ❑ Limited Liability Company ❑ Joint venture ❑ Other Its Public Registration Number issued by the Iowa Commissioner of Labor, pursuant to Section 91 C.5 of the Iowa Code is: Failure to provide said Registration Number shall result in the bid being read under advisement. A contract will not be executed until the Contractor is registered to do business in the State of Iowa. Bidder's Name Signature Printed Name Title Street Address City, State, Zip Code Telephone Number NOTE: The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. Dubuque Street Reconstruction Project 0400 —Page 10 of 10 INSERT IN ENVELOPE 1 0405 BIDDER STATUS FORM All bidders must submit the following completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chanter 156. To be completed by all bidders Part A ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine ifyour company is authorized, please review the Worksheets Authorization to Transact Business). ❑ 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 non-resident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B Dates: to Address: (mm/dd/yyyy) Dates: to (mm/dd/yyyy) Dates: to City, State, Zip Code: Address: City, State, Zip Code: Address: (mm/dd/yyyy) City, State, Zip Code: You may attach additional sheet(s) if needed. 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 preference to bidders who are resident"s_? ". ❑ vs ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home 00� r forOgn country and the appropriate legal citation. y Co , You may attach additional sheet(s) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Dubuque Street Reconstruction Project 0405 — Page 1 of 2 INSERT IN ENVELOPE 1 Firm Name: Signature: Date: WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa Secretary of State, has filed its most recent biennial report with the Secretary of State, and has neither received a certificate of withdrawal from the Secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa Secretary of state that the applicationfor 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.xfiled 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. Dubuque Street Reconstruction Project 0405 — Page 2 of 2 INSERT IN ENVELOPE 1 0410 BID BOND FORM DUBUQUE STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY , 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 amount of to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for Dubuque Street Reconstruction Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a security 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 security shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the security, as provided in the Project Manual or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its security 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 security this day of , A.D., 20_ Witness By: Principal (Seal) (Title) (Seal) Surety t rn ,. By: - Witness (Attorney -in -fact) Attach Power -of -Attorney, if applicable Dubuque Street Reconstruction Project 0410 — Page 1 of 1 0500 CONTRACT DUBUQUE STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY THIS CONTRACT 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 6T" day of November, 2023, for the Dubuque Street Reconstruction ("Project"), and WHEREAS, the City publicly solicited bids for construction of said Project; and WHEREAS, Contractor submitted a bid on the Project described in said Project Manual; and WHEREAS, the parties hereto now wish to enter into this Contract for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Proposal including the total extended amount of $ which sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program (Anti - Discrimination Requirements) Assurance, if applicable, pursuant to Section 0200, attached hereto; and C. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. - ; cr => c,) Dubuque Street Reconstruction Project 0500 — Page 1 of 2 3 The names of those persons, firms, companies or other parties, acknowledged by the City, with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows (or shown on an attachment): DATED this day of 20 (The City of Iowa City will date this Contract after all signatures are obtained) City Contractor By: By: Signature of City Official Signature of Contractor Officer Printed Name of City Official ATTEST: City Clerk (for Formal Projects only) APPROVED BY: City Attorney's Office Printed Name of Contractor Officer Title of Contractor Officer ATTEST: (Company Official)• t M) Dubuque Street Reconstruction Project 0500 — Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND DUBUQUE STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, , as Principal (hereinafter the "Contractor" or "Principal") and , as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of dollars ($ ), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the day of , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: The Project will involve the following: removal of existing and installation of approximately 430 linear feet of new storm sewer; installation subdrain and roof drain trunk line; removal of existing and installation of 420 linear feet of new sanitary sewer; abandonment, capping and removal of existing water main; installation of new water main, hydrants, fittings and services; removal of existing and installation of approximately 3,520 square yards of street and sidewalk pavement; lighting, electric and parking meters; installation of landscaping features including plantings, pavers, mulch, limestone blocks, bicycle racks, litter receptacles and benches. The project is located on S. Dubuque Street between Iowa Avenue and E. Washington Street in Iowa City, Iowa. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to - wit: PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemt),ify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Cbi tractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, 'or employees furnishing materials or providing labor in the performance of the Contract. Dubuque Street Reconstruction Project 0510 — Page 1 of 4 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of five year(s) (5) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less than five year(s) (5) after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to behlifnited in any way, but shall include the actual and reasonable costs and cpenses incurred by the Jurisdiction including interest, benefits, and overhead where. applicable. Accordingly, "all outlay and expense" would include but not be limited to all contract or employee expense, all equipment usage or rental, materials; testing, outside experts, attorneys fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend Dubuque Street Reconstruction Project 0510 — Page 2 of 4 and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. In the event the Jurisdiction incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond and the Contract; second, if not defined in the Bond or Contract, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract is hereby made a part of this Bond. Dubuque Street Reconstruction Project 0510 — Page 3 of 4 PRINCIPAL: SURETY: Printed Name of Contractor Officer Surety Company Name By By Signature of Contractor Officer Signature of Attorney -in -Fact Officer Title of Contractor Officer Printed Name of Attorney -in -Fact Officer Company Name of Attorney -in -Fact Company Address of Attorney -in -Fact City, State, Zip Code of Attorney -in -Fact Telephone Number of Attorney -in -Fact NOTE: 1. All signatures on this performance, payment, and maintenance bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. 2. This bond must be sealed with the Surety's raised, embossing seal. 3. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. 4. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this bond must be exactly as listed on the Certificate or Power of Attorney accompanying this bond. ti :T. c� Dubuque Street Reconstruction Project 0510 —',Page 4: of 4 0520 CONTRACT COMPLIANCE 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 age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. 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: 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 0520 — Pages 2 and 3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code Section 2-3-1. Dubuque Street Reconstruction Project 0520 — Page 1 of 6 SECTION 11 - 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 age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 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 Street Address City, State, Zip Code ca r.s Dubuque Street Reconstruction Project 0520 — Page 2 of 6 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date Cn CA) re5 Dubuque Street Reconstruction Project 0520 — Page 3 of 6 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES 1. COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document fe policy and post it in a conspicuous place so that it is known to all your employees. urthermore, disseminate the policy to all potential sources of employees and to your Fsubcontractors 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. 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. Dubuque Street Reconstruction Project 0520 — Page 4 of 6 ce) cl7 - Biased and subjective judgments in personal interviews can be a major source of kJO discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, transfer c: and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. For your information is a copy of Section 2-3-1 of the City Code which prohibits certain discriminatory practices in employment can be found at: httos://codelibrarv.amIeaal.com/codes/iowacitvia/latest/iowacitv ia/0-0-0-631#JD 2-3-1. 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. Dubuque Street Reconstruction Project 0520 — Page 5 of 6 117 C7 SAMPLE Cn To all employees of EQUAL EMPLOYMENT OPPORTUNITY POLICY This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, gender identity, marital status, national origin, 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: 11FTT- Address: Telephone: NOTE: This is a SAMPLE ONLY. You may wish to confer with your Equal Employment Opportunity (EEO) officer or legal counsel to formulate a policy which specifically meets the needs of your company. Dubuque Street Reconstruction Project 0520 — Page 6 of 6 0530 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. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after the award, such violation shall constitute a default under the contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have been taken: a. There has been a bona fide change in ownership or control of the ineligible person or entity; b. Disciplinary action has been taken against the individual(s) responsible for the acts giving rise to the violation(s); Dubuque Street Reconstruction Project 0530 — Page 1 of 3 C. Remedial action has been taken to prevent a recurrence of the acts giving rise to the disqualification or default; or d. Other factors that the person or entity believes are relevant. 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. °y» C n ' ^« Y -13 w Dubuque Street Reconstruction Project 0530 — Page 2 of 3 WAGE THEFT AFFIDAVIT I, , certify under penalty of perjury and pursuant to the laws of the State of Iowa that the following is true and correct: 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 Dubuque Street Reconstruction Project 0530 — Page 3 of 3 SUDAS STANDARD SPECIFICATIONS The City of Iowa City has adopted the SUDAS Standard Specifications for use on all public improvement projects and construction within the public right-of-way. The SUDAS Standard Specifications are incorporated herein by reference. Copies of the current version of the SUDAS Standard Specifications Manual can be obtained from the SUDAS website at: https://iowasudas.org/manuals/specifications-manual/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. Previous editions of the SUDAS Standard Specifications can be found here: https://iowasudas.org/archived-specifications/. N •.. � .«% p�rwxae�.rMrrM Cn �1 W Dubuque Street Reconstruction Project Page 1 of 1 GENERAL SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the General Supplemental Specifications for use on all public improvement projects and construction within the public right-of-way. The General Supplemental Specifications are incorporated by reference. Copies of the General Supplemental Specifications can be obtained from the website at: https://iowasudas.o[g/supplemental-specifications/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. N N VAJ T � R 1 x r W Dubuque Street Reconstruction Project Page 1 of 1 SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the Supplemental Specifications to the 2023 Edition of the SUDAS Standard Specifications Manual for use on all public improvement projects and construction within the public right-of-way. The Supplemental Specifications are incorporated herein by reference. Copies of the current version can be obtained at: https://www.iowa- city.org/weblink/0/edoc/1845668/CIC%2OSupplemental°/a2OSpecs.pdf or are available in the City Engineering Division Office. Dubuque Street Reconstruction Project Page 1 of 1 SPECIAL PROVISIONS The City of Iowa City allows bidders to submit a computer -generate attachment, hereinafter referred to as unit price attachment, in lieu of completing that portion of the Proposal identifying the bid items, description, unit, quantity, and unit prices. See Section 1020, 1.09.13, for details on preparing a computer -generated unit price attachment. This project includes several additional modifications to the SUDAS Standard Specifications beyond the Supplemental Specifications referenced earlier in this Project Manual. Modify said Specifications as follows: r W Dubuque Street Reconstruction Project Page 1 of 1 TELECOMMUNICATIONS OUTSIDE PLANT EQUIPMENT AND MATERIALS Effective Date 10/10/2017 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, and regulations, including but not limited to the following: 1. Occupational Safety and Health Act Standards (OSHA) 2. NFPA 70 - National Electrical Code (NEC) 3. ANSI/IEEE C-2, 1997 National Electrical Safety Code 4. All other applicable Federal, State, and local laws and regulations w cry , SP-126003 Page 2 of 6 1.03 - Submittals ( f A. Submit product data for each of the following: 1. HDPE duct 70B NOY -6 PH 3= 33 2. HDPE mechanical coupling €.; } Y CL Rn 3. Duct plug 9 0 VA CITY, i OWA 4. Pull tape 5. Handhole and cover 6. Ground bar and termination hardware 7. Geotextile materials 8. Locate / tracer wire B. Submittal Procedures 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 title, and contractor's name and address. 4. Apply Contractor's stamp. Sign or initialed submittal certifying that review, verification of products required, and dimensions are in accordance with the requirements of the work and Contract Documents. 5. Submit the number of copies that the Contractor requires, plus three (3) copies that will be retained by the Owner. Mail or deliver submittals to: City of Iowa City Attn: Ben Toland 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 Shop Drawings and materials brochures. SP-126003 Page 3 of 6 B. Unless otherwise stated, where installation requirements identified in tl StaLdda jg iflict with the manufacturer's recommendations, the more restrictive shall be applied. C. Notify Engineer of conflicts between manufacturers' instructions and(actd)OW 33 1.05 - Quality Assurance �� _ A. Full compliance with engineered design and specifications is required.ria included in the references shall be met. Test data shall verify system i S"hlef- PART2 PRODUCTS 2.01- Materials A. HDPE Duct 1. Acceptable Manufactures: Endot, Amco, 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. 3. Nominal Size: 2" (nominal) controlled outside diameter, for underground installations. 4. Color: orange; solid color. 5. Fittings and Duct Bodies: Manufacturer's recommended fittings and components to make the system work. 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, elastomeric-gasket with pull -rope loop. D. Pull Tape 1. Composition: Woven polyester. 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. 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, penta-head with washers. 3. Nominal Size: Nominal handhole size shall be 30" wide x 48" long x 36" deep. 4. Color: gray. SP-126003 Page 4 of 6 F. Ground Bar and Termination Hardware FILED 1. Acceptable Manufactures: Harger or approved equal 2. Product Description: Copper ground bars with dimensions measu> x R1 3-- 33 shall be furnished and installed with telecommunication handholes. �d bars shall have 5 1 /4 — 20 tapped holes with insulators and panhead torx screws. C I T Y C L L R K 3. Acceptable Manufactures: Thomas & Betts or approved equal I.4D WA C 17 Y, t d WA 4. Blackburn, Copper connector, Type-L copper, single conductor one 14 AWG thru No.4 AWG. G. 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: MARV PROPERTY TEST METHOD ENGLISH MECHANICAL Tensile Strength (Grab) ASTM D4632 200 lbs Elongation ASTM D4632 12% Puncture ASTM D4833 90 lbs CBR Puncture ASTM D-6241 700 lbs Mullen Burst ASTM D-3786 400 psi Trapezoidal Tear ASTM D-4533 75 lbs ENDURANCE UV Resistance (% Retained at 500 hrs) ASTM D4533 70% HYDRAULIC Apparent Opening Size (AOS) ASTM D4751 40 US Std. Sieve Permittivity ASTM D-4491 0.05 sec Water Flow Rate ASTM D-4491 4 gpm/ 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. C1) SP-126003 Page 5 of 6 c� ..may k.ww.n. w' YY� 4\\.r• �fr)'rl" rwJ t9T 3 two '43MCUTION A" - HDkE li"J , nstallation W,. A1!HI31 uct shall be installed at a depth of 36" to 42" of cover below grade. Minimum cover ,shall 36" unless otherwise noted. Crossings of known and identified utilities and obstructions require variance to maximum and minimum depths specified. When a depth of 36" to 42" cannot be maintained notify the Owner's representative to determine maximum allowable depth. Provide additional cover as required by State, City, other utilities and authorities having jurisdiction where applicable or as necessary to traverse other utilities. 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 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 fmished grade according to project specifications. City inspector must be present for test. 3.02 - Handhole Installation A. Refer to the detailed drawings for handhole installation details. B. Unless otherwise noted, handholes shall be installed level with grade, flush and parallel 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 SP-126003 Page 6 of 6 cn ha;fdhole shall be cleaned and the cover bolted down when work is complete. All bolts shall v -) ybeaccounted for. =D. en handholes shall be sufficiently barricaded. LU Ut:: _JARtg CMETHOD OF MEASUREMENT AND BASIS OF PAYMENT 4:01 - thod(af Measurement R Measurement for Telecommunications Outside Plant Equipment and Materials will be as follows: A. IT / Interconnect HDPE duct, 2 inch diameter Linear feet (LF) shown in the contract documents. B. IT / Interconnect pull tape for HDPE duct Linear feet (LF) shown in the contract documents. C. IT / Interconnect handhole, 30"x 48"x36" By count (EA). D. IT / Interconnect tracer wire for HDPE duct Linear feet (LF) shown in the contract documents. 4.02 - Basis of Payment Payment for Telecommunications Outside Plant Equipment and Materials will be as follows: A. IT / Interconnect HDPE duct, 2 inch diameter (LF) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of conduit of the given type and diameter. The unit price shall also include trenching or pushing, backfilling, compacting, surface restoration, HDPE duct, HDPE mechanical couplings, and duct plugs. B. IT / Interconnect pull tape for HDPE duct (LF) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of pull tape of the given type. C. IT / Interconnect handhole, 30"x 48"x36" (EA) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of handholes and covers of the given size and type. The unit price shall also include excavation, backfilling, compacting, surface restoration, polymer concrete handhole box and cover, stainless steel cover bolts, geotextile woven fabric, granular base, and ground bar and termination hardware. D. IT / Interconnect tracer wire for HDPE duct (LF) The unit price shall be full compensation for furnishing all materials, equipment, and labor for the installation of tracer wire of the given size and type. END OF SPECIAL PROVISION M SECTION 31 50 00 c'O `" STRUCTURAL SOILS F r y, WART 1—GEIKAL M111 Ah3 A. Re work of this Section consists of all structural soil work and related items as indicated on &e Drawir gs or as specified herein and includes, but is not limited to, the following: f Structural Soil. B. Structural Soil shall be defined as "CU-Structural Soil" by AMEREQ, Inc., (800) 832-8788, or soil conforming to US Patent #5,849,069, or approved equal. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. 329300 PLANTS 1.3 REFERENCES ANDSTANDARDS A. The following references are used herein and shall mean: 1. ASTM: American Society of Testing Materials. 2. USDA: United States Department of Agriculture. 3. ASHTO: American Association of State Highway and Transportation Officials. 4. Standard Specifications: Regional or Municipal Standard Specifications 5. Documentation for location of proposed usage. 6. AOAC: Association of Official Agricultural Chemists. 1.4 SAMPLES ANDSUBMITTALS A. At least 30 days prior to ordering materials, the Contractor shall submit to the Landscape Architect samples, certificates, manufacturer's literature and certified tests for materials specified below. No materials shall be ordered until the required samples, certificates, manufacturer's literature and test results have been reviewed and approved by the Landscape Architect. Delivered materials shall closely match the approved samples. Approval shall not constitute final acceptance. The Landscape Architect reserves the right to reject, on or after delivery, any material that does not meet these specifications. B. Submit two - one half cubic foot representative samples of Clay Loam and two - two cubic foot representative samples Structural Soil mixes in this section for testing, analysis and approval. Submit one set of samples for every 500 CY of material to be delivered. In the event of multiple source fields for Clay Loam, submit a minimum of one set of samples per source field or stockpile. Samples shall be taken randomly throughout the field or stockpile at locations as directed by the Landscape Architect and packaged in the presence of the Landscape Architect. Contractor shall deliver all samples to testing laboratories and shall have the test results sent directly to the Landscape Architect. Samples shall be labeled to include the location of the source of the material, the date of the sample and the Contractors name. One of the two samples is to be used by the testing laboratory for testing purposes. The second sample of all Clay Loam and Structural Soil shall be submitted to the landscape architect at the same time as test analysis as a record of the soil color and texture. 1. Submit the locations of all source fields for Clay Loam. 2. Submit a list of all chemicals and herbicides applied to the Clay Loam for the last five years and a list of all crops grown in the Clay Loam source fields for the last three years. Dubuque Street Reconstruction Project 31 50 00 — Page 1 of 8 C. Submit soil test analysis reports for each sample of Clay Loam and Structural Soil from an -,.approved soil -testing laboratory. The test results shall report the following: l °`. The soil testing laboratory shall be approved by the Landscape Architect. The testing laboratory for particle size and chemical analysis may be a public agricultural - extension service agency or private entity approved by Landscape Architect. Submit a bulk density of the sample and particle size analysis including the following gradient of mineralcontent: USDA Designation Size in mm. ;Gravel +2mm M Sand 0.05 -2 mm Silt 0.002-0.05 mm Clay minus 0.002 mm Sieve analysis shall be performed and compared to USDA Soil Classification System. Sieve analysis shall be done by a combined hydrometer and wet sieving using sodium hexametaphosphate as a dispersant in compliance with ASTM D422 after destruction of organic matter by hydrogen peroxide. 3. Submit a chemical analysis, performed in accordance with current AOAC Standards, including thefollowing: a. pH and Buffer pH. b. Percent organic matter as determined by the loss of ignition of oven dried samples. Test samples shall be oven dried to a constant weight at a temperature of 230 degrees F, plus or minus 9 degrees. c. Analysis for nutrient levels by parts per million including nitrate nitrogen, ammonium nitrogen, phosphorus, potassium, magnesium, manganese, iron, zinc, calcium and extractable aluminum. Nutrient test shall include the testing laboratory recommendations for supplemental additions to the soil as calculated by the amount of material to be added per volume of soil for the type of plants to be grown in the soil. d. Analysis for levels of toxic elements and compounds including arsenic, boron, cadmium, chromium, copper, lead mercury, molybdenum, nickel, zinc and PCB. Test results shall be cited in milligrams per kilogram. e. Soluble salt by electrical conductivity of a 1:2 soil/water sample measured in Millimho per cm. f. Cation Exchange Capacity(CEC). g. Carbon/Nitrogen Ratio. 4. Submit 5-point minimum moisture density curve AASHTO T 99 test results for each Structural Soil sample without removing oversized aggregate. 5. Submit California Bearing Ratio test results for each Structural Soil sample compacted to peak standard density. The soaked CBR shall equal or exceed a value of 50. 6. Submit measured dry -weight percentage of stone in the mixture. 7. The approved Structural soil samples shall be the standard for each lot of 500 cubic yards of material. 8. All testing and analysis shall be at the expense of the Contractor. D. Maintenance Instructions: Prior to the time of Final Acceptance of the Work, submit maintenance instructions for the use, removal and replacement of Structural Soil for the licensor's (Amereq Corp.) use. The instructions shall be reviewed by the Landscape Architect as a pre -condition for Final Acceptance of the Work. Dubuque Street Reconstruction Project 31 50 00 — Page 2 of 8 E. Submit to the Landscape Architect for review a proposed plan and vertical section layout of all structural soil, prior to ordering material. F. Submit one cubic foot sample per each 500 cubic yards of required material, and for each sample, the following analysis for all Crushed Stone. The soil testing laboratory shall be approved by the Landscape Architect. 1. Provide a particle size analysis including the following gradient of mineral content: USDADesignation Size in mm. 3@ +76mm 63-76 m m 50-63mm 37-50mm 25-37 m m Fine=gravel 2-19mm Sand 0.05 -2 mm Silt 0.002-0.05 mm Clay minus 0.002 mm 2. Provide the manufacturers analysis of the following: a. Loose and rodded unitweight. b. Bulk specific gravity andabsorbency. c. Stone dimension and surface texture description. 3. Provide a percent pore space analysis defined as follows: (1-Rodded Unit Weight divided by the Bulk Specific Gravity) X 100 1.5 DELIVERY, STORAGE, ANDHANDLING A. Do not deliver or place soils in frozen, wet, or muddy conditions. Material shall be delivered at or near optimum compaction moisture content as determined by AASHTO T 99 (ASTM D 698). Do not deliver or place materials in an excessively moist condition (beyond 2 percent above optimum compaction moisture content as determined by AASHTO T 99 (ASTM D 698). B. Protect soils and mixes from absorbing excess water and from erosion at all times. Do not store materials unprotected from large rainfall events. Do not allow excess water to enter site prior to compaction. If water is introduced into the material after grading, allow material to drain or aerate to optimum compaction moisture content. 1.6 PROJECT CONDITIONS A. All areas to receive structural soil shall be inspected by the Contractor before starting work and all defects such as incorrect grading, compaction and inadequate drainage etc. shall be reported to the Landscape Architect prior to beginning this work. B. The Contractor shall be responsible for judging the full extent of work requirements involved, including but not limited to the potential need for temporary storage and staging of soils, including moving soil stock piles at the site to accommodate scheduling of other work and the need to protect installed soils from compaction, erosion and contamination. C. The Contractor shall refer to phasing plans for staging and coordination of work. PART 2 -MATERIALS 2.1 CLAY LOAM Dubuque Street Reconstruction Project 31 50 00 — Page 3 of 8 A. Clay Loam shall be a "clay loam" based on the "USDA classification system" as determined by mechanical analysis (ASTM D-422) and it shall be of uniform composition, without admixture of subsoil. It shall be free of stones greater than one-half inch, lumps, plants and their roots, debris and other extraneous matter over one inch in diameter or excess of smaller pieces of the same materials as determined by the Landscape Architect. It shall not contain toxic substances harmful to plant growth. It shall be obtained from naturally well -drained areas, which have never ban stripped of topsoil before and have a history of satisfactory vegetative growth. Clay Loam smell u3b�aip not less than 2% nor more than 5% organic matter as determined by the loss on ignitio6,f oven -dried samples. Test samples shall be oven -dried to a constant weight at a s„ t�nperablre of 230 degrees F., plus or minus 9 degrees. Nlehahicafianalysis for a Loam / Clay Loam shall be as follows: Textural Class % of total weight Gel less than 5% Sand 20 - 45% Silt 20 - 50% Clay 20 - 40% C. Chemical analysis: Meet or be amended to meet the following criteria. 1. pH between 5.5 to 6.5 2. Percent organic matter 2 -5% by dryweight. 3. Nutrient levels as required by the testing laboratory recommendations for the type of plants to be grown in thesoil. 4. Toxic elements and compounds below the United States Environmental Protection Agency Standards for Exceptional Quality sludge or local standard; whichever is morestringent. 5. Soluble salt less than 1.0 Millimho per cm. 6. Cation Exchange Capacity (CEC) greater than 10. Carbon/Nitrogen Ratio less than 33:1. D. Clay Loam shall be the product of a commercial processing facility specializing in production of stripped natural topsoil. No topsoil shall come from USDA - classified prime farmland. 2.2 CRUSHED STONE A. Crushed Stone shall be a Iowa DOT certified crushed stone. All crushed stone shall be a non - limestone aggregate. The maximum allowable aggregate able to pass the 'h inch sieve is 10 percent. A ratio of nominal maximum to nominal minimum particle size of 2. B. Acceptable aggregate dimensions will not exceed 2.5:1.0 for any two dimensions chosen. C. Minimum 90 percent with one fractured face, minimum 75 percent with two or more fractured faces. D. Results of Aggregate Soundness Loss test shall not exceed 18 percent. E. Losses from LA Abrasion tests shall not exceed 40%. 2.3 HYDROGEL A. Hydrogel shall be a potassium propenoate-propenamide copolymer Hydrogel manufactured as Gelscape by Amereq Corporation. (800) 832-8788, or approved equal. Dubuque Street Reconstruction Project 31 50 00 — Page 4 of 8 2.4 WATER A. The Contractor shall be responsible to furnish his own supply of water to thesite at no extra cost. All work injured or damaged due to the lack of water, or the use of too much water, shall be the Contractor's responsibility to correct. Water shall be free from impurities injurious to vegetation. 2.5 STRCTURAL SOIL _,q A LtVjforaiy blended mixture of Crushed Stone, Clay Loam and Hydrogel, mixed to the folbwinuroportion: Wf ERIAL UNIT OF WEIGHT (either metric or English) -- Crus1hed Stone 100 C L(�am (dry) (Approx. 20) determined by the test of the mix r Hydrogel 0.03 Total moisture (AASHTO T-99 optimum moisture) B. The initial mix design for testing shall be determined by adjusting the ratio between the Crushed Stone and the Clay loam. Adjust final mix dry weight mixing proportion to decrease soil in mixture if CBR test results fail to meet acceptance (CBR # 50). PART 3 -EXECUTION 3.1 MIX DESIGN A. Prepare sample Structural Soil mixes to determine the ratio of mix components. Submit for approval. 1. Submit samples and the test results of each mix component for approval. Based on samples and the analysis of the mix components, the Landscape Architect and the Contractor will jointly determine a mix ratio to be tested for conformance with the requirements of the specifications. For Structural Soil quantities greater than 500 cubic yards, test the mix ratio for each Clay Loam or Crushed Stone where the testing indicates a significant difference in physical analysis of the Clay Loam or Crushed Stone as determined by the Landscape Architect. 2. The Contractor shall prepare the samples of the proposed mix ratio options and obtain soil test as described in paragraph 1.4. C. Submit the samples of each of the mixes with the test resu Its. 3. The Landscape Architect may request additional structural soil mix ratio samples to be tested in the event that further refinement of the mix is necessary. 4. Submit to the Landscape Architect proposed fertility amendment recommendations including amounts and types of fertilizers and pH adjustments for each mix ratio. Fertility adjustments shall be included as part of the mixing process. 3.2 SOIL MIXING AND QUALITY CONTROL TESTING A. All Structural Soil mixing shall be performed at the Contractor's yard using appropriate soil measuring, mixing and shredding equipment of sufficient capacity and capability to assure proper quality control and consistent mix ratios. No mixing of Structural Soil at the project site shall be permitted. Portable pugging may be used. 1. Maintain adequate moisture content during the mixing process. Soils and mix components shall easily shred and break down without clumping. Soil clods shall easily break down into a fine crumbly texture. Soils shall not be overly wet or dry. The contractor shall measure and monitor the amount of soil moisture at the mixing site periodically during the mixing process. Dubuque Street Reconstruction Project 31 50 00 — Page 5 of 8 A mixing procedure for front-end loader shall be as follows: t L4.� a. On a flat asphalt or concrete paved surface, spread an 8 inch to 12 inch layer of crushed stone. b. Spread evenly over the stone the specified amount of dry hydrogdgZ3 NOY -6 PM 3= 34 c. Spread over the dry hydrogel and crushed stone a proportional amount pfj loam according to the mixdesign. Lrl9I af CLERK, t 10V.'A CITY, 10V! , d. Blend the entire amount by turning, using a front-end loader or other suitable equipment until a consistent blend is produced. e. Add moisture gradually and evenly during the blending and turning operation as required to achieve the required moisture content. Delay applications of moisture for 10 minutes prior to successive applications. Once established, mixing should produce a material within 1 % of the optimum moisture level for compaction. 3. A pugging operation mixing procedure may be as follows: a. Feed a known weight of crushed stone into the mixing trough. b. Add hydrogel as a slurry into trough and mix slurry and stone into a uniform blend. c. Meter in soil in proper proportion of Clay Loam soil while stone -slurry mixture is in motion. d. Add water to bring mixture to target moisture content after factoring in water from the slurry and the Clay Loam moisture. e. Auger out to stockpile or transport vehicle (or into pit if using a portable pugging operation). 4. Add soil amendments to alter soil fertility including fertilizers and pH adjustment at the time of mixing at the rates recommended by the soil test. a. Soil pH shall be adjusted to fall within a value of 5.5 and 6.5 two months after mixing if the material is stored, unless mixing with a high pH stone. Once pavement is laid, no adjustment should be imposed. b. Soil component Carbon / nitrogen ratio shall be adjusted to be less than 33:1 within two months aftermixing. B. The Contractor shall mix sufficient material in advance of the time needed at the job site to allow adequate time for final quality control testing as required by the progress of the work. Structural Soil shall be stored in piles of approximately 500 cubic yards and each pile shall be numbered for identification and quality control purposes. Storage piles shall be protected from rain and erosion by covering with plastic sheeting. C. During the mixing process, the Contractor shall take two - one cubic foot quality control samples per 500 cubic yards of production from the final Structural Soil. The samples shall be taken from random locations in the numbered stockpiles as required by paragraph 1.03.E of this specification. Each sample shall be tested for particle size analysis and chemical analysis as described in Paragraph 1.03. C.2 and 3 above. Submit the results directly to the Landscape Architect for review and approval. D. The quality control sample Clay Loam -Crushed Stone ratios shall be no greater or less than 2% of the approved test sample as determined by splitting a known weight of oven dried material on a #4 sieve. In the event that the quality control samples vary significantly from the approved Structural soil sample, as determined by the Landscape Architect, remix and retest any lot of soil that fails to meet the correct analysis making adjustments to the mixing ratios and procedures to achieve the approved consistency. 3.3 UNDERGROUND UTILITIES AND SUBSURFACE CONDITIONS A. Notify the Landscape Architect of any subsurface conditions which will affect the Contractor's ability to complete thework. Dubuque Street Reconstruction Project 31 50 00 — Page 6 of 8 B. Locate and confirm the location of all underground utility lines and structures prior.to the start of anyexcavation. -- L E D C. Repair any underground utilities or foundations damaged by the Contractor during the progress of this work. The cost of all repairs shall be at the Contractor's expense. 7023 NOV -6 PM 3: 34 3.4 SITE PREPARATION A. Do not proceed with the installation of the Structural Soil material until all walls, (uq Y CLERK footings and utility work in the area have been installed. For site elements dependent!UT Y, ! ;� VA Structural Soil for foundation support, postpone installation until immediately after the installation of Structural Soil. B. Install any subsurface drain lines as shown on the Drawings prior to installation of Structural Soil material. C. Excavate and compact the proposed sub -grade to depths, slopes and widths as shown on the Drawings. Maintain all required angles of repose of the adjacent materials as shown on the drawings. Do not over excavate compacted sub- grades of adjacent pavement or structures. D. Confirm that the sub -grade is at the proper elevation and compacted as required. Sub -grade elevations shall slope parallel to the finished grade and or toward the subsurface drain lines as shown on the drawings. E. Clear the excavation of all construction debris, trash, rubble and any foreign material. In the event that fuels, oils, concrete washout silts or other material harmful to plants have been spilled into the sub -grade material, excavate the soil sufficiently to remove the harmful material. Fill any over excavation with approved fill and compact to the required sub -grade compaction. F. Do not proceed with the installation of Structural Soil until all utility work in the area has been installed. All subsurface drainage systems shall be operational prior to installation of structural soils. G. Protect adjacent walls, walks and utilities from damage or staining by the soil. Use 1 /2" plywood and or plastic sheeting as directed to cover existing concrete, metal and masonry work and other items as directed during the progress of the work. 1. Clean up all trash and any soil or dirt spilled on any paved surface at the end of each working day. 2. Any damage to the paving or surrounding work caused by the soils installation Contractor shall be repaired by the general Contractor at the soils installation Contractor's expense. H. Maintain all silt and sediment control devices required by applicable regulations. Provide adequate methods to assure that trucks and other equipment do not track soil from the site onto adjacent property and the public right of way. 3.5 INSTALLATION OF STRUCTURAL SOIL MATERIAL A. Install structural soil in 6-inch lifts and compact each lift. B. Compact all materials to peak dry density from a standard AASHTO compaction curve (AASHTO T 99). No compaction shall occur when moisture content exceeds maximum as listed herein. Delay compaction 24 hours if moisture content exceeds maximum allowable and protect structural soil during delays in compaction with plastic or plywood as directed by the Landscape Architect. C. Bring Structural Soils to finished grades as shown on the Drawings. Immediately protect the structural soil material from contamination by toxic materials, trash, debris, water containing cement, clay, silt or materials that will alter the particle size distribution of the mix with plastic or plywood as directed by the Landscape Architect. D. The Landscape Architect may periodically check the material being delivered and installed at the site for color and texture consistency with the approved sample provided by the Contractor as part of the submittal for Structural Soil. In the event that the installed material Dubuque Street Reconstruction Project 31 50 00 — Page 7 of 8 varies significantly from the approved sample, the Landscape Architect may request th!t Ih Contractor test the installed structural soil. Any soil which varies significantly from the-s~- W approved testing results, as determined by the Landscape Architect, shall be removed and a new Structural Soil installed that meets these specifications. 3.6 FINE GRADING 7Q73 NOV _6 P111 34 A. After the initial placement and rough grading of the structural soil but prior to the start of lirt6 CLERK grading, the Contractor shall request review of the rough grading by the Landscape J i "'-', # , Architect. The Contractor shall set sufficient grade stakes for checking the finished grades. B. Adjust the finish grades to meet field conditions as directed. 1. Provide smooth transitions between slopes of different gradients and direction. 2. Fill all dips and remove any bumps in the overall plane of the slope. a. The tolerance for dips and bumps in structural soil areas shall be a 3" deviation from the plane in 10'. 3. All fine grading shall be inspected and approved by the Landscape Architect prior to the installation of other items to be placed on the structural soil. 3.7 ACCEPTANCESTANDARDS A. The Landscape Architect will inspect the work upon the request of the Contractor. Request for inspection shall be received by the Landscape Architect at least 10 days before the anticipated date of inspection. 3.8 CLEAN-UP A. Upon completion of the Structural Soil installation operations, clean areas within the contract limits. Remove all excess fills, soils and mix stockpiles and legally dispose of all waste materials, trash and debris. Remove all tools and equipment and provide a clean, clear site. Sweep, do not wash, all paving and other exposed surfaces of dirt and mud until the paving has been installed over the structural soil material. Do no washing until finished materials covering Structural Soil material are in place. END OF SECTION 31 50 00 Dubuque Street Reconstruction Project 31 50 00 — Page 8 of 8 SECTION 32 33 00 SITE FURNISHINGS PART 1 - GENERAL -- E 7113 Nay -6 PM 3= 31 CITY !'ntl\ 6l1"Y �K$,, 1.1 RELATED DOCUMENTS 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: 1. Limestone Blocks 2. Bicycle Rack 3. Litter Receptacle 4. Bench 5. Wayfinding Kiosk 1.3 SUBMITTALS A. Submit manufacturer's technical product data for each accessory item. Include installation instructions for accessories, which are built in or connected to other work. B. Provide setting drawings, templates, and instructions for installation of anchorage devices in other work. C. Product warranty: Provide manufacturer warranty information for each product type. D. Samples: For each exposed product and for each color and texture specified. E. Maintenance Data: For site furnishings to include in maintenance manuals. 1.4 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer. B. 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 LIMESTONE BLOCKS A. ANAMOSA LIMESTONE — Weber Stone Company I Phone 319-462-3581 1. Style/finish: As noted in drawings. 2. Mounting: set on concrete footing, fix with stainless steel dowels per drawings. 2.2 BICYCLE RACK A. U/2 Bike Rack by CycleSafe, www.cyclesafe.com, info@cyclesafe.com, 616-954-9977 1. Style: U-rack, model #12700S, 1.5" Schd. 40 pipe, bent in inverted "U" to 24" outside radius, standing 36" high. a. Capacity: Two Bikes 2. Mounting: Surface Mount Dubuque Street Reconstruction Project 32 33 00 — Page 1 of 3 3. Finish: Black plastisol rubberized, applying 12-20 mils thick jacket 'A LEE) 2.3 LITTER RECEPTACLE? A. Scarborough by Landscape Forms, Inc., 7800 E. Michigan Ave, Kalamazoo, M is 149948 �t' � Phone: (800) 521-2546 / Website www.landscapeforms.com CITY 1. Style: Side Opening Rectangular / 30 Gallon / Strap CLERK 2. Mounting: Freestanding 3. Liner Color: Black 4. Powdercoat Finish Color: Black 2.4 BENCH A. Neoliviano by Landscape Forms, Inc., 7800 E. Michigan Ave, Kalamazoo, Michigan 49048 / Phone: (800) 521-2546 / Website www.Iandscapeforms.com 1. Style: 69", Backed with Arms 2. Mounting: Surface Mount 3. Materials: Cast Supports A514 or A535 Aluminum and Domestically Sourced Thermally Modified Ash for Exterior Use; Board Thickness: 1-3/16". 4. Finishes: Anodized aluminum supports, unfinished exterior wood. 2.5 WAYFINDING KIOSK A. Wayfinding kiosk fabricated and installed by Quality Manufacturing, Urbandale, IA, Tel (515) 331- 4300. Kiosk fabrication includes interior lighting. B. Wayfinding Kiosk cast stone veneer base "Iowa City Kiosks" by Edwards Cast Stone Company. Tel (563) 556-0535. PART 3 - EXECUTION 3.1 EXAMINATION 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 positioned at locations indicated on Drawings, or at locations determined in field with Landscape Architect. 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. Dubuque Street Reconstruction Project 32 33 00 — Page 2 of 3 3.4 A. B. CLEANING Clean furnishings promptly after installation in accordance with manufacturer's i st tions. Do not use harsh cleaning materials or methods that could *ni&. � END OF SECTION 32 33 00 CLp,T , Dubuque Street Reconstruction Project 32 33 00 — Page 3 of 3 SECTION 32 84 00 IRRIGATION SYSTEM PART 1-GENERAL 1.1 WORK INCLUDED `31 s'r -6 PH 3: 34 CITY CLERK , T , CITY. IOWA 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 6. Testing of completed system 7. Site clean up B. The work for this project is to connect to the existing quick coupler system along Washington Street and extend an additional quick coupler system along Dubuque Street. The existing quick coupler system mainline is connected to an existing point of connection that contains approved backflow prevention device. The Contractor shall locate the terminus of the existing quick coupler system as shown on the plan to begin their work. 1.2 QUALITY ASSURANCE 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 same manner if rock layer or any other conditions encountered underground make changes advisable. B. 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. Dubuque Street Reconstruction Project 32 84 00 — Page 1 of 7 C. Install sleeves for all mainline that cross roadways, drives, sidewalks ana ;aU e -paving surfaces prior to placement of paving. It is the responsibility of the Irrigation Contractor to coordinate timing of sleeve installation and construction procedure wit G��eral C ?traGto;to ensure proper sequencing.' D. Give at least two days' notice to the Owner's Representative and Generql`�Qht }xQ 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. 3. Contractor shall not permit any irrigation system component to be brought onto the job site until it has been approved by the Owner's Representative. 4. Approval of any substitute or alternate items shall indicate only that they apparently meet the requirements of the drawings on the basis of the information submitted, and shall not relieve Contractor of any responsibility to provide a fully functional system that meets the intent and spirit of the original design. B. As Built Drawings: During the course of installation, the Irrigation Contractor 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 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 Dubuque Street Reconstruction Project 32 84 00 — Page 2 of 7 y f f r-- A. Work under this Section shall include all fees, permits, licenses, and required-finspe ns by concerned governing agencies. 1923 NOY -6 PM 3= 34 1.6 WARRANTY AND SUBSTANTIAL COMPLETION CITY 0L''1ZK A. All irrigation equipment including quick coupler valves and accessories shlall Piave 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. PART2-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. 2.2 DELIVERY, STORAGE AND HANDLING A. Manufactured materials shall be delivered in original containers with brand and maker's names marked thereon. Materials in broken containers or showing evidence of damage will be rejected and must be immediately removed from the work. B. Store plastic pipe on flat pallets and protect from sunlight. 2.3 PRESSURE PIPE A. Main Irrigation supply line. PVC plastic pipe, ASTM D 2241 Class 200 SDR 21. B. Sleeving Pipe for Irrigation Supply Line: Schedule 40. PVC plastic pipe, ASTM D 1785 and D 1784, PS 21-70. C. Fittings: 1. For PVC plastic pipe, ASTM D 2466 socket fittings with ASTM A 2564 solvent cement. D. Nipples: 1. 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. E. 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. Dubuque Street Reconstruction Project 32 84 00 — Page 3 of 7 2. No thinning of solvent or primer is allowed in any manner whatsoever. g f � C F. Tracer Wire 1. Tracer wire shall be installed with all mainline. Tracer wire shall be?W 0"lidF94: 3i, drawn copper meeting the requirements of ASTM Specification B-3. The wire_ shall have polyethylene insulation and shall be PURPLE in color. UT1 Y GLEIRK 10"A/A CITY. !TWA 2.4 VALVES 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. Gate Valves 1. Full port, non -rising stem, 125 lbs. cast brass body and parts with wedge disc with cross handle conforming to ANSI B2.1 and complies with NSF-61. Gate valve shall be manufactured by Matco-Norca. D. Manual Drain Valves 1. Brass ball valves located as shown on the plans. E. Valve Box Cover and Frame 1. NDS Pro -Series plastic valve box manufactured by NDS or approved equal. All valve boxes shall have green covers and shall be sized as indicated on the detail sheets. F. Drainage Pit Backfill 1. Cleaned gravel or crushed stone, graded from 2" maximum to %" minimum. AB3 or equivalent is not acceptable backfill material. 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. B. Schedule of Work: The Irrigation Contractor shall be responsible for the installation of the piping and equipment in a manner that will effect the earliest completion of the work in conformance Dubuque Street Reconstruction Project 32 84 00 — Page 4 of 7 with the construction progress schedules of other Contractors and '-T 1 g- and these Specifications. lu SOY 3-. 35 3.2 PROTECTION��'�„ ��tt! CITY, t A. The Contractor shall be responsible for storage of materials and atiy;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. 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 Contractor's 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 Representative. D. Before starting work on irrigation system, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths. The Contractor shall be aware of the fact that the drawings are horizontal dimensions. Actual measurements taken along the slope of a bank will differ from those shown on the drawings. E. No fittings shall be installed on pipe underneath pavement or walls except 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. Dubuque Street Reconstruction Project 32 84 00 — Page 5 of 7 3.4 TRENCHING AND BACKFILLING LED A. Provide a minimum of 18" cover over top of PVC mainline. 7113 t 9'ti -6 PM 3: 35 B. Extreme caution is to be used when excavating near trees, structures�r[o� � � 1 N �t ;r1e C. Backfill with native soil and augment with planting soils as needed when trench is located within a planting area. When trench is located under pavement, backfill with Class A Roadside gravel. Place acceptable backfill material in 8" lifts, compacting each lift separately. D. Backfill trench to within 8" of finished grade. Continue fill with acceptable topsoil and compact to bring even with existing grade. Thorough compaction at each valve, and piping will be required. Repair all settled areas. E. Boring underneath existing pavement may be required. PVC sleeving for irrigation main line shall be installed underneath all pavements. F. Unless otherwise indicated, comply with requirements of the Uniform Plumbing code, city specifications, and all state or local codes. 3.5 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 at least 1/2" in 10' of run. C. Install PVC pipe in dry weather when temperature is above 40 F in strict accordance with manufacturer's instructions. Allow joints to cure at least 24 hours at temperatures above 40 F (4 C) before testing, unless otherwise recommended by manufacturer. D. All PVC mainline shall have tracer wire installed along length of pipe. Tracer wire 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. F. 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" below surface of paving. Dubuque Street Reconstruction Project 32 84 00 — Page 6 of 7 Sleeves shall extend a minimum of 6" behind back of curb. Permanen ',ma ld tions of each end of sleeve on back of curb. 71 l 3 -6 P ! 3= 35 3.7 HYDROSTATIC TESTING ,, t i C. i t� 14.q A. If determined by the Owner, all mainline piping may be subjd4�d -tc iTh�drbst6ti ; 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 warrantees shall be in effect for the period outlined in the manufacturer literature from the date of installation. Contractor shall detail these warrantees and provide all necessary information regarding them to the Owner in the record drawing submittals. C. After the system is installed and approved, the Contractor shall operate the irrigation system for the Owner and / or Owner's Representative for verification of operation of the on -site equipment. END OF SECTION Dubuque Street Reconstruction Project 32 84 00 - Page 7 of 7 SECTION 32 93 00 14 L E PLANTS 7013 NOY -6 PM 3: 36 PART 1-GENERAL fcITY CLERK 1.1 RELATED DOCUMENTS tOWA CITY, 1 TWA 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. Mulch in of planting beds. B. Related Requirements: Section 31 50 00 Structural Soils 1.3 DEFINITIONS A. Backfill: The earth used to replace or the act of replacing earth in an excavation. B. Balled and Burlapped Stock: Plants dug with firm, natural balls of earth in which 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. E. Duff Layer: The surface layer of native topsoil that is composed of mostly decayed leaves, twigs, and detritus. F. Finish Grade: Elevation of finished surface of planting soil. G. Manufactured Topsoil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. H. Pesticide: A substance or mixture intended for preventing, destroying, repelling, or mitigating a pest. Pesticides include insecticides, miticides, 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. I. 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. J. Planting Area: Areas to be planted. K. Planting Soil: Existing, on -site soil, imported soil, or manufactured soil that has been modified with soil amendments and perhaps fertilizers to produce a soil mixture best for plant growth. L. 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. Dubuque Street Reconstruction Project 32 93 00 — Page 1 of 14 M. Root Flare: Also called "trunk flare." The area at the base of the plant's stem orlrltxnkhere the stem or trunk broadens to form roots; the area of transition between the root system and the stem or trunk. !1 ,3y —3 PI9 3: 35 N. Stem Girdling Roots: Roots that encircle the stems (trunks) of trees be. ow the soil surface. O. Subgrade: The surface or elevation of subsoil remaining after excavatioriA bdfm1,Bete,i'd the top surface of a fill or backfill before planting soil is placed. ; ` .� C I T� Y} :.r k; A P. Subsoil: All soil beneath the topsoil layer of the soil profile and typified by the lack of organic matter and soil organisms. Q. Surface Soil: Soil that is present at the top layer of the existing soil profile at the Project site. In undisturbed areas, the surface soil is typically topsoil; but in disturbed areas such as urban environments, the surface soils can be subsoil. 1.4 COORDINATION A. Coordination with Turf Areas (Lawns) and Irrigation: Plant trees, shrubs, and other plants after finish grades are established and before planting turf areas unless otherwise indicated. 1. When planting trees, shrubs, and other plants after planting turf areas, protect turf areas, and promptly repair damage caused by planting operations. 1.5 SUBMITTALS A. Product Data: For each type of product indicated, including soils. 1. 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, 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 performed by a Soils Lab, see 1.6.D. B. Samples for Verification: For each of the following: 1. Leaf Mulch: 3 pint volume of each organic mulch required; in sealed plastic bags labeled with composition of materials by percentage of weight and source of mulch. Each 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, including but note limited to: a. Soil Amendments b. Yard Waste Leaf Mulch 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. D. Fertilizer Tablets: Physical sample and data sheet. E. Soil Analysis: for imported or manufactured topsoil, see 1.6.E. F. Standard Proctor test for installed soils. G. Maintenance Instructions: Recommended procedures to be established by Owner for maintenance of plants during a calendar year. Submit before start of required maintenance periods. Dubuque Street Reconstruction Project 32 93 00 — Page 2 of 14 1.6 H. Closeout Submittals: E D 1. Warranties: Special warranties specified in this Section. QUALITY ASSURANCE ?'M H3V 6 PM 3' 35 A. Installer Qualifications: A qualified landscape installer whose work has r0AL#t)'d JrL F ssful establishment of plants. J p°, (1 ` � j rl'11 1. Experience: Five years' experience in landscape installation in addition to requirements in Division 01 Section "Quality Requirements". 2. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when work is in progress. 3. 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. 1. 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 -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. 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. 1. For each test type, use the same testing laboratory throughout the work. Notify Construction Manager of any change in laboratory and do not proceed until the Landscape Architect and Soil Scientist have approved the change. 2. Laboratory shall be an independent laboratory, with experience and capability to conduct the testing indicated and that specializes in the types of tests to be performed. 3. The following testing facilities have been pre -approved for testing of planting soil components and blended planting soil mixes. Testing agencies not listed below shall be approved by the Soil Scientist. a. Soil Physical Parameters: 1) Midwest Testing Laboratories, 13611 B St, Omaha, NE 68144, Phone (402) 334-7770 2) Waypoint Analytical, 700 Park Dr, Atlantic, IA 50022, Phone: 712-243-6933 b. Compost Testing: 1) Woods End Research Laboratory, 290 Belgrade Road, Mt Vernon ME 04352, Phone: 207-293-2457, Fax: 207-293-2488, www.woodsend.org 2) Midwest Testing Laboratories, 13611 B St, Omaha, NE 68144, Phone (402) 334-7770 C. Soil Nutrient/Micronutrient Testing: 1) Midwest Testing Laboratories, 13611 B St, Omaha, NE 68144, Phone (402) 334-7770 2) Waypoint Analytical, 700 Park Dr, Atlantic, IA 50022, Phone: 712-243-6933 E. Soil Analysis: For each unamended soil type and for manufactured soils, furnish soil analysis and a written report by a qualified soil -testing laboratory stating percentages of organic matter; Dubuque Street Reconstruction Project 32 93 00 — Page 3 of 14 gradation of sand, silt, and clay content; cation exchange capacity; deleterious matdrigl� kipArA mineral and plant -nutrient content of the soil. 1. Testing methods and written recommendations shall comply with U 'a±kiar)jo�oo tNI03:35 60. 2. The soil -testing laboratory shall oversee soil sampling; with depth, location,;nd`nyffitiej ;c samples to be taken per instructions from Landscape Architect. A M irnu�n1'�Mh�r , representative samples shall be taken from varied locations for each'soil'to be used or amended for planting purposes. Two samples per truckload anticipated, of multiple samples direct from source of actual soil to be used. Test results older than 3 months will not be approved. Landscape Architects reserves right to observe soil source and collect samples for testing. 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 shrubs immediately from Project site. 1. Notify Landscape Architect of sources of planting materials no more than 30 days after procurement of contract. G. Preinstallation Conference: Conduct conference at Project Site. Provide minimum of 48 hour notice to Landscape Architect. 1.7 DELIVERY, STORAGE, AND HANDLING 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. E. Lift and handle plants from the bottom of the ball only. F. 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. I. Store packaged materials off ground and protect from moisture. J. Bulk Materials: Do not dump or store bulk materials near structures, utilities, walkways and pavements, or on existing turf areas or plants. 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. Accompany each delivery of bulk materials with appropriate certificates. Dubuque Street Reconstruction Project 32 93 00 — Page 4 of 14 K. Do not prune trees and shrubs before delivery. Protect bark, branches, and roatsYste 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 bap PTYIS protective covering of plants during shipping and delivery. Do not drop'Afln}uri d le a d handling. _[ �r,, I t �tI11 1.8 CODES, PERMITS AND FEES` GI i Y> i «' A. Obtain any necessary permits for this Section of Work and pay any fees required for permits. B. The entire installation shall fully comply with all local and state laws and ordinances, and with all established codes applicable thereto. 1.9 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. B. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. 1. Deciduous Trees and Shrubs: Spring planting prior to June 15 and August 15 to November 1. 2. Evergreen Trees and Shrubs: Spring planting April 1 to June 1 and September 1 to October 15. 3. Perennials: Spring planting April 25 to June 15 / August 15 to October 1. 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 manufacturer's 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 having jurisdiction. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout and other hazards created by this work. Dubuque Street Reconstruction Project 32 93 00 — Page 5 of 14 1.10 INSPECTION AND APPROVAL FILED A. All materials described and specified herein are subject to inspection and approval by Landscape Architect. '"73 N' ! _6 PH 3: 9- B. Materials may be inspected by the Landscape Architect at source of supply or the Landscape Architect may require the Prime Contractor to submit photographs which illu�tofd— h s Cjfjed plant material at the source of supply. ^s `� 10t'lA C. This inspection does not waive the right to reject any material after it has been delivered to the site and/or installed. 1.11 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 Landscape Architect 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 Landscape Architect. D. Maintain, as specified, areas not acceptable until corrections are completed and re -inspection is conducted. E. 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. F. All plants shall be alive and healthy at the time of initial acceptance. G. 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. 1.12 WARRANTY A. Special Warranty: Installer agrees to repair or replace plantings and accessories that fail in materials, workmanship, or growth within specified warranty period. 1. Failures include, but are not limited to, the following: a. Death and unsatisfactory growth, except for defects resulting from abuse, lack of adequate maintenance, or neglect by Owner. b. Structural failures including plantings falling or blowing over. C. Faulty performance of tree stabilization. 2. Warranty Periods: From date of Substantial Completion: a. 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. d. Provide extended warranty for period equal to original warranty period, for replaced plant material, from replanting date. B. Plants shall be alive and in good, healthy, and flourishing condition of growth at the end of the warranty period. Dubuque Street Reconstruction Project 32 93 00 — Page 6 of 14 C. At the end of the warranty period, final inspection will be made by Landscape Architec+u0qh wCsitte6 notice requesting such inspection; submit notice to Landscape Architect at least ten('PO) days--' before the anticipated date of inspection. D. Any plant, required under this Contract, that is dead or not in a vigorous, tl rAZ3hT6nd6onP '7, 3 determined by Landscape Architect 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 duriy tHeispecisfted planting season when weather and site conditions permit. tt,,',` 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 approved by Owner. 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 warranty 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 because of plant replacements, at no cost to the Owner. L. Plant Replacement Cost: Borne by Prime Contractor except for possible replacements resulting from removal, loss or damage due to occupancy of project in any part, vandalism, civil disobedience, or acts of neglect on the part of others, physical damage by animals, vehicles, fire, etc., or losses due to curtailment of water by local authority, or to "Acts of God". Floods, tornadoes, wind of hurricane force, and hail are not normal and the damage they do cannot be calculated in a bid. 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, 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 Landscape 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. Dubuque Street Reconstruction Project 32 93 00 — Page 7 of 14 E. If formal arrangements or consecutive order of plants is shown on Drawings, select stock for Miform height and spread, and number the labels to assure symmetry in planting. ~F. meant SCfedule: A list of plant materials is scheduled on the Drawings. In the event of any _discr} ty between this schedule and the Plan Drawing showing the plants, the Plan Drawing ti Valli govern. All supplied plants shall be grown in the zone which they are to be planted or lower. _,1G. L&ert&0Le of inspection of plant material required by Federal, State or other governmental IagenciCs to accompany all shipments to be furnished to the Landscape Architect. R_ H. �,,:" Norae0ature: The names of plants required under this Contract conform to those given in the "St�Rd rdized Plant Names", 1942 Edition, prepared by the American Joint Committee on c�"'-.�.. HortictAural Nomenclature. Names of varieties not included therein conform generally with names accepted in the nursery trade. I. Standards: All plant material, grading, sizes, methods, etc. are to conform to the Standards of the American Association of Nurserymen, Inc. as contained in their current publication "American Standard for Nursery Stock", (ANSI Z60.1-2014). In the event there is a discrepancy between these standards and this Specification, the most restrictive requirement shall govern. J. 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. K. Availability: Before submitting bid, the Prime Contractor shall have investigated the sources of supply and satisfied himself/ herself that the listed plants can be supplied 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 in strict accordance with the Contract Documents without additional cost to the Owner. Time spent by Landscape Architect sourcing plants, due to contractor's inability to uphold specifications, shall be invoiced and paid by the General Contractor. L. 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. M. 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. N. 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 Z60.1-2014. 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 balls will not be accepted. Dubuque Street Reconstruction Project 32 93 00 — Page 8 of 14 5. A container grown plant, in lieu of a "B&B" plant, will be accepted provided it meets specified sizes and complies with ANSI Z60.1-2014. machine moved plant, in lieu of a "B&B" plant will be accepted provided it meets specified C") � es and complies with ANSI Z60.1-2014. montalrler Grown Plants � SO. c__iCl;ontainer size as specified in the Plant Schedule. �. `'*Compliance with ANSI Z60.1-2014. ...P. C.— oure`_4'_. 4± Provide plant material that was propagated and raised within 500 miles. Provide source f =: information to Landscape Architect as part of submittal. 2.2 PLANTING SOIL A. Planting Soil 1. Planting soil is defined as soil to be used in planting areas, per the plans. Soil test to be submitted for approval — see Part 1 submittal requirements. 2. Planting Soil to consist of Sand (2.0-.05mm) at 15-20%, Screened Topsoil (Clean Loam Topsoil) 70-80% and Compost from 5-10%. Soil report to be submitted for approval of mix. Soil to be free of stones 3/<" 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, marches or forested areas. a. Base topsoil shall have silt content of less than 50% and clay content less than 25%. b. Sand percentage of base topsoil to be taken into consideration for final mix. Sand, Topsoil, and Compost percentages noted above are provided as a starting point. Adjustments to percentages in final mix may be needed after review of soil reports. C. Final mix shall have a texture classification of Sandy Loam. d. pH of final mix shall be between 6.5 — 7.8. Organic matter of final mix shall be between 3.0% and 6.0%. Cation exchange capacity (CEC) of final mix shall have a value of at least 15. 2.3 FERTILIZERS A. Commercial Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow -release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing laboratory. B. Fertilizer which becomes caked or otherwise damaged making it not suitable for use, will not be accepted. C. Planting Tablets: 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. Provide product sample and data sheet to Landscape Architect for approval. 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. Dubuque Street Reconstruction Project 32 93 00 — Page 9 of 14 u-) 2.4 'MULCHM '.#.ZardasterWLeaf Mulch: Provide partially decomposed, minimum six -month -aged, finely- t edded.leaf mulch that is free of weeds, excessive fine particles and stringy material. 2.5_1 'fESTI-CMES aM"A A. ener&!��Pesticide registered and approved by the EPA, acceptable to authorities having -` 4LZ sdietibp, and of type recommended by manufacturer for each specific problem and as required f- Proje& 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 WRAPPING MATERIALS A. Wrapping Material: Heavy crinkle crepe tree wrapping paper in strips four to ten inches (4"-10") wide. 2.7 MISCELLANEOUS PRODUCTS A. Antidesiccant: 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. PART 3 - EXECUTION 3.1 COMMENCEMENT DATE A. At the earliest possible date site conditions permit. 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. 1. 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. 3. Suspend planting operations during periods of excessive soil moisture until the moisture content reaches acceptable levels to attain the required results. Uniformly moisten excessively dry soil that is not workable or which is dusty. B. 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 Landscape Architect 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. Dubuque Street Reconstruction Project 32 93 00 — Page 10 of 14 B. "nstall erosion -control measures to prevent erosion or displacement of soils and discharge of soil- �bearingTivater runoff or airborne dust to adjacent properties and walkways. C. CApplyattidessiccant at nursery before moving and again two weeks after planting. I;fshrubs are moved in full leaf, spray with antidesiccant at nursery before moving and again two weeks after planting. --JD. t Wrao-lt es and shrubs with burlap fabric over trunks, branches, stems, twigs, and foliage to r rotes#ffpm wind and other damage during digging, handling, and transportation. 'E. 'Make faflag out on the ground the locations of all plants and obtain approval of the Landscape tArchitect before excavation is begun. F. Relocate incorrectly located plants at no expense to the Owner. 3.4 PLANTING AREA ESTABLISHMENT A. Loosen subgrade of planting areas to a minimum depth of 4 inches. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property 1. Apply fertilizer directly to subgrade before loosening. 2. Thoroughly blend specified soil off -site before spreading, apply soil amendments and fertilizer on surface, and thoroughly blend soil. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. b. Mix lime, if required, with dry soil before mixing fertilizer. 3. Spread specified soil to the depth per drawings but not less than required to meet finish grades after natural settlement. Do not spread if specified soil or subgrade is frozen, muddy, or excessively wet B. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. C. Before planting, obtain Landscape Architect's acceptance of finish grading; restore planting areas if eroded or otherwise disturbed after finish grading. D. Application of Mycorrhizal Fungi: No earlier than 1 week prior to manufactured soil placement, broadcast dry product uniformly to prepared soil per manufacturer's recommendations. 3.5 EXCAVATION FOR TREES AND SHRUBS A. Planting Pits and Trenches: Excavate planting pits with sides sloping inward at a 45-degree angle. Excavations with vertical sides are unacceptable. Trim perimeter of bottom leaving center area of bottom raised slightly to support root ball and assist in drainage away from center. Do not further disturb base. Ensure that root ball will sit on undisturbed base soil to prevent settling. Scarify sides of planting pit smeared or smoothed during excavation. 1. Excavate for trees as indicated on plans to obtain necessary soil volume. 2. Do not excavate deeper than depth of the root ball, measured from the root flare to the bottom of the root ball. 3. If area under the plant was initially dug too deep, add soil to raise it to the correct level and thoroughly tamp the added soil to prevent settling. 4. Maintain angles of repose of adjacent materials to ensure stability. Do not excavate subgrades of adjacent paving, structures, hardscapes, or other new or existing improvements. 5. Maintain supervision of excavations during working hours. 6. Keep excavations covered or otherwise protected when unattended by Installer's personnel. Dubuque Street Reconstruction Project 32 93 00 — Page 11 of 14 t� M W B. =�S.Iiib!Fand topsoil removed from excavations may not be used as backfill soil unless otherwise wndiiciti -O C. i ObstRfdons: Notify Landscape Architect if unexpected rock or obstructions detrimental to trees _or shrubs are encountered in excavations. D. Draiiti�a: Notify Landscape Architect if subsoil conditions evidence unexpected water seepage �: r 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. Landscape Architect to observe percolation testing and approve — prior to anything. All planting areas will need testing, unless approved in writing by Landscape Architect. 3.6 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. Use planting soil for backfill. 2. 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. 3. 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. 4. Place fertilizer./ planting tablets equally distributed around each planting pit when pit is approximately one-half filled. Place tablets beside the root ball about 1 inch (25 mm) from root tips; do not place tablets in bottom of the hole. 5. Continue backfilling process. Water again after placing and tamping final layer of soil. D. Set balled and potted, and container -grown stock plumb and in center of planting pit or trench with root flare 1 inch (25 mm) above adjacent finish grade. E. Slopes: When planting on slopes, set the plant so the root flare on the uphill side is flush with the surrounding soil on the slope; the edge of the root ball on the downhill side will be above the surrounding soil. Apply enough soil to cover the downhill side of the root ball. 3.7 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. Prune, thin, and shape trees, shrubs, and vines according to standard professional horticultural and arboricultural practices. Unless otherwise indicated by Landscape Architect, do not cut tree leaders; remove only injured, dying, or dead branches from trees and shrubs; and prune to retain natural character. D. Do not apply pruning paint to wounds. Dubuque Street Reconstruction Project 32 93 00 — Page 12 of 14 w cW CD w.„ CX_ i U 3.8 R 0ROUND-COVER AND PLANT PLANTING :--A. _et out-�rtd space ground cover and plants other than trees, shrubs, and vines in even rows with ;,,, *langufar^-spacing. See planting schedule for spacing OR as indicated on drawings. B. #tise playing soil for backfill, as indicated on drawings. C. "Dig holes large enough to allow spreading of roots. D. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. E. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. F. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. 3.9 PLANTING AREA MULCHING A. Install weed -control barriers before mulching according to manufacturer's written instructions. Completely cover area to be mulched, overlapping edges a minimum of 12 inches (300mm) and secure seams with biodegradable anchor pins. Do not install weed -control barrier in bioretention planting areas. B. Mulch backfilled surfaces of planting areas and other areas indicated. Organic Mulch in Planting Areas: Apply 2-inch (75-mm) average thickness of organic Yard Waste Leaf 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. Sub -grade surface of areas to receive mulch shall be sloped to drain, smooth and free of ruts and clods. 3.10 PLANT MAINTENANCE A. Maintain plantings by pruning, cultivating, watering, weeding, fertilizing, mulching, restoring planting saucers, adjusting and repairing tree -stabilization devices, resetting to proper grades or vertical position, and performing other operations as required to establish healthy, viable plantings. B. Fill in, as necessary, soil subsidence that may occur because of settling or other processes. Replace mulch materials damaged or lost in areas of subsidence. C. 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. 3.11 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. B. 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. Dubuque Street Reconstruction Project 32 93 00 — Page 13 of 14 kr; 47) ARAPPt�1G R . romptl i�fter planting, wrap trunks of all deciduous trees with tree wrapping paper spirally from LU 4fround; tie to bottom branches. Do not wrap rough bark trees such as Betula, Sycamore or dBlatan &s B. ,Neat m14snug; materials held in place by a suitable cord; tapes are unacceptable. L < , 3.13 ;;�ftEPaIq-?kND REPLACEMENT A. rGeneraI Repair or replace existing or new trees and other plants that are damaged by construction operations, in a manner approved by Landscape Architect. 1. Submit details of proposed pruning and repairs. 2. Perform repairs of damaged trunks, branches, and roots within 24 hours, if approved. 3. Replace trees and other plants that cannot be repaired and restored to full -growth status, as determined by Landscape 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 Landscape Architect determines are incapable of restoring to normal growth pattern. 3.14 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. B. Remove surplus soil and waste material including excess subsoil, unsuitable soil, trash, and debris and legally dispose of them off Owner's 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. 3.15 MAINTENANCE SERVICE A. Begin immediately following installation of plants and continue until substantial completion. 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. C. If any planting is done after lawn preparation, provide proper protection to lawn areas and repair any damage resulting from planting operation promptly at no cost to the Owner. D. Maintenance after substantial completion of the planting will be performed by the Owner. Furnish detailed written recommended maintenance program to the Owner with a copy to Landscape Architect, prior to initial acceptance of the various planting areas. E. Maintenance performed by the Owner in accordance with recommended program will not affect the Landscape Contractor's obligation to guarantee and replace defective plants as herein described. END OF SECTION 32 93 00 Dubuque Street Reconstruction Project 32 93 00 — Page 14 of 14 PLANS UO ...J LLL. w H Dubuque Street Reconstruction Project Page 1 of 1 M 01 O N M O N co O_ N 0 N moN o ul -n O W 0 Z 0 a rj L , 0 Ix a Z O LL J URBAN •D DETAILS ,..: IMPROVEMENTS ALL STANDARD DETAILS SHALL BE CONSIDERED APPLICABLE TO CONSTRUCTION WORK ON THIS PROJECT. THE FOLLOWING DETAILS ARE BROUGHT TO THE CONTRACTOR'S ATTENTION: FIGURE NUMBER NAME DATE 3010.101 TRENCH BEDDING AND BACKFILL ZONES O4-17-18 3010.102 RIGID GRAVITY PIPE TRENCH BEDDING 04-20-21 3010.901 SEWER PIPE SUPPORT OVER EXISTING UTILITY LINE 10-21-14 4010.201 SANITARY SEWER STUB 04-21-20 4020.211 STORM SEWER PIPE CONNECTIONS O4-17-18 4040.231 ..._................... SUBDRAINS 10-21-14 SUBDRAIN CLEANOUTS 2020 TRUST BLOCKS 10-I8-16 TRACER SYSTEM 10- 18-16 4040.232 5010. 10 11 5010.102 5010.901 5020.201 MINIMUM CLEARNACE BETWEEN WATER SERVICE AND STRUCTURE 10-21-14 FIRE HYDRANT ASSEMBLY 04-19-22 6010.301 CIRCULAR SANITARY SEWER MANHOLE 04-20-21 6010.401 CIRCULAR STORM SEWER MANHOLE 04-20.21 60 10.5051 DOUBLE GRATE INTAKE 04-21-20 6010.5081 SINGLE OPEN-TROAT CURB INTAKE 04-21-20 6010.510 DOUBLE OPEN-TROAT CURB INTAKE 04-21-20 6010.511 RECTANGULAR AREA INTAKE 04-21-20 6010.601 CASTINGS FOR SANITARY SEWER MANHOLES O4-21-20 6010.602 CASTINGS FOR STORM SEWER MANHOLES O4-21-20 7010.101 JOINTS O4-19-22 7010.102 PCC CURB DETAILS 04-21-20 7010.103 MANHOLE BOXOUTS IN PCC PAVEMENT 04-19-22 70I Q901 PCC PAVEMENT JOINTING 2022 7030.204 GENERAL FEATURES OF AN ACCESSIBLE SIDEWALK 10-20-I S 7030.205 GENERAL SIDEWALK AND CURB RAMP DETAILS 10-20-I S 7030.210 DETECTABLE WARNING PLACEMENT 10-16-12 8010.101 CABINET FOOTING DETAILS 2022 8010.102 TRAFFIC SIGNAL POLE FOUNDATION 04-19-2022 8010.103 CONDUIT AND PRECAST HNDHOLES O4-19-2022 8010.105 MAST ARM POLE DETAILS 2022 8010.106 PEDESTAL POLE DETAILS 12022 8030.1 16 STREET OR ROAD CLOSURE 10-17-17 8030.1 17 SIDEWALK DETOUR 10.17-17 904Q102 FILTER BERM AND FILTER SOCK 10-17-17 CITY OF IOWA CITY i/�4 I3 PLANS OF PROPOSED IMPROVEMENTS FOR 2024 JBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE 1040WAENE CALL 1-800-292-8989 www.iowoonecall.com I• �;.�,,°�°,-„� CITY OF IOWA CITY, IA FOTH PROJECT NO.: 00221012.00 CITY PROJECT NO.: S3939 LOCATION MAP NOT TO SCALE '68011. Cn 11 • Ln 11 I iPROJECT AREAWA .. • • :2350 AVE 1���i • • I��ttt� � ► • ► `I •. �i THE IOWA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, 2023 EDITION, STATEWIDE URBAN DESIGN AND SPECIFICATIONS, 2023 EDITION, AND THE CURRENT CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT. OWNER: ALIN DUMACHI, P.E. 410 E WASHINGTON ST IOWA CITY, IA 52240 PHONE: 319-356-5143 CIT IOWA CITY ENGINEER: MICHAEL J. FAHRER, P.E. 411 6TH AVENUE SE, SUITE 400 CEDAR RAPIDS, IA 52401 PHONE: (319) 365-9565 # Foth Foth Infrastructure & Environment, LLC 411 6th Avenue SE, Suite 400 •:• Cedar Rapids, IA 52401-1931 Phone: 319-365-9565 •:• INDEX OF NUMBER DESCRIPTION A 1 TITLE SHEET C .. A.2 LEGEND & SYMBOL INFORMATION SHEET B. I -B.5 TYPICAL CROSS -SECTIONS AND DETAILS s J- C.I -C.10 ESTIMATE OF QUANTITIES AND TABULATIONS ` D.I-D.2 PLAN AND PROFILE SHEETS - MAINLINE E.I -E.2 PLAN AND PROFILE SHEETS - ALLEY WAY G.I REFERENCE TIES AND BENCHMARKS J. I -J.17 TRAFFIC CONTROL AND STAGING SHEETS L I -L 10 GEOMETRICS, STAKING, AND JOINTING SHEETS LS.I 01 MATERIAL PLAN LS.102 LIMESTONE BLOCK FOOTINGS LS.201 PLANTING PLAN LS.301 SITE DETAILS LS.302 KIOSK DETAILS LS.401 IRRIGATION PLAN LS.501 IRRIGATION DETAILS M.1-M.8 STORM SEWER SHEETS MSA 1-MSA4 SANITARY SEWER SHEETS MWM.I -MWM.2 WATERMAIN PLAN AND PROFILE N.I-N.2 PAVEMENT MARKINGS P.I -P.3 LIGHTING SHEETS PA-P.6 COMMUNICATION CONDUIT R.1-R.3 REMOVALS S.1-S.5 PEDESTRIAN RAMP STAKING V.149 VAULT SHEETS V.I ON.13 CATENARY LIGHTING SHEETS W.I-W.13 MAINLINE CROSS SECTIONS X.I -Xl 1 SIDEROAD CROSS SECTIONS DIV. MILEAGE SUMMARY LOCATION LIN. FT. MILES DUBUQUE STREET STA 100+64.03 TO 104+08.33 ALLEY WAY STA 500+00.00 TO 503+74.38 344.3 374.4 0.065 0.071 TOTAL NET LENGTH 718.7 0.136 SHEET NO. INDEX OF NAME SEALS TYPE A I MICHAEL J. FAHRER PRIMARY SIGNATURE BLOCK LS.101 BRETT DOUGLAS LANDSCAPING LSAOI STEVE WINSLOW IRRIGATION P.1 KENNETH THELEN SCOTT J. INGERSOLL LIGHTING VAULT REPAIRS AND CATENARY POLES V.I I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. ES S/O Q �OF N ��� 11/r./2G23 p •�jawl MICHAE J FAHRER P.E. DATE CID MICHAEL Lu "� J, ER FAHR mz License umber. 25326 j25326 r1 My license renewal date is DECEMBER 31, 2024 Pages or sheets covered by this seal: ALL SHEETS EXCEPT LS-SHEETS. P-SHEETS AND V-SHEETS ENGINEER: FOTH INFRASTRUCTURE & ENVIRONMENT LLC. I ENGLISH I CITY OF IOWA CITY, IA COUNTY PROJECT NO.: S3939 EET NUMBER Interstate Highway Symbol I ST ) Septic Tank (� / 1 U.S. Highway Symbol C) Cistern OIowa Highway Symbol LP L.P. Gas Tank (No Footing) ❑ County Road Highway Symbol UST Underground Storage Tank Evergreen Tree O Latrine Deciduous Tree- Luminaire Fruit Tree Traffic Signal SB Shrub (Bushes) Traffic Signal with Luminaire y� Timber Q TP Telephone Pedestal ,.. _. `.. `.. -- Hedge O TVP Television Pedestal Stump } Telephone Pole Swamp Telephone Pole (Second Company) jj Rock Outcrop Telephone Pole (Third Company) Broken Concrete $ Telephone Pole (Fourth Company) A A A A Revetment (Rip Rap) Telephone Pole (Fifth Company) vvvv F1Cemetery # Power Pole G Grave =07- Power Pole (Second Company) (CV) Cave Power Pole (Third Company) SH ) Sink Hole ZC-- Power Pole (Fourth Company) y Terrace Z0Z Power Pole (Fifth Company) won vvvv Earth Dam or Dike (Existing) Electrical Highline Tower (Metal or Concrete) Earth Dam or Dike (Proposed) Telephone Riser Pole O Tile Outlet Power Riser Pole — Edge of Water Telegraph Pole - Existing Drainage /% Satellite TV Dish ��► Proposed Drainage — - - W— - - Existing Water Line ■ Right of Way Rail or Lot Corner — - -W2— - - Existing Water Line (Second Company) ❑� Concrete Monument - - San: - - Existing Sanitary Sewer Line Well - - -T- - - Existing Telephone Line ® Windmill - - - T2 - - - Existing Telephone Line (Second Company) ® Beehive Intake - - FO-1 - - Existing Fiber Optics Telephone Line ® Existing Intake — - St. S. — - Existing Storm Sewer Line ® Proposed Intake — —G— — Existing Gas Line eExisting Utility Access (Manhole) — - G-HP — - Existing High Pressure Gas Line • Proposed Utility Access (Manhole) — —G2— — Existing Gas Line (Second Company) Fire Hydrant — - G2-HP — - Existing High Pressure Gas Line (Second Company) • WH Water Hydrant (Rural) - - - - - - E - - - - - - Existing Power Line - - - - - E2----- Existing Power Line (Second Company) - - - -TV- - - - Cable Television Line CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101200 DESIGNED BY: T. LECLAIR CHECKED BY: NA FAHRER DRAWN BY: T. LECLAIR LETTING DATE: DECEMBER 2023 CAD DATE: 111412023 2:08:25 PM CAD FILE: clpw-workdirlpw-ielmlf51dO58467410022K)12.00-A-SHT.dgn NO DATE BY REVISION DESCRIPTION - - - Board Fence • Chain Link or Security Fence 4k — x Wire Fence Guardrail (Beam or Cable) ■ GP Guard Post (one or two) ■ ■ ■ Guard Post (over two) G) FP Filler Pipe E) GV Gas Valve O WV Water Valve O SL Speed Limit Sign O AIM Mile Marker Post ❑ SIGN Sign O WHU Water Hook Up ❑ RT Radio Tower E) TA Tower Anchor ❑ EB Electric Box ❑ TCB Traffic Signal Control Box ❑ RRB Rail Road Signal Control Box ❑ TSB Telephone Switch Box 102-13 02-23.93 UTILITY LEGEND Where public utility fixtures are shown as existing on the plans or encountered within the construction area, it shall be the responsibility of the contractor to notify the owners of those utilities prior to the beginning of any construction. The Contractor shall afford access to these facilities for necessary modification of services. Underground facilities, structures and utilities have been plotted from available surveys and records, and therefore their locations must be considered approximate only. It is possible there may be others, the existence of which presently not known or shown. It is the Contractor's responsibility to determine their existence and exact location and to avoid damage thereto. No claims for additional compensation will be allowed to the Contractor for any interference or delay caused by such work. The Contractor is required to utilize the utility One -Call service at (800) 292-8989 at least 48 hours prior to excavating anywhere on the project. The following utility companies are known to have facilities on the project: CITY OF IOWA CITY -TRAFFIC ENGINEERING BROCK HOLUB 3800 NAPOLEON LANE IOWA CITY, IA 52240 PHONE: (319) 356-5482 CITY OF IOWA CITY- WATER DIVISION — W(B) — 80 STEPHEN ATKINS DRIVE — W(D) IOWA CITY, IOWA 52240 PHONE: (319) 356-5160 WATER@IOWA-CITY.ORG CITY OF IOWA CITY - WASTEWATER DIVISION — ST.S(C) - JESSE EISTER - STS(D) - 4366 NAPOLEON STREET SE SAN(C) IOWA CITY, IOWA 52240 SAN(D) - PHONE: (319) 887-6098 CENTURY LINK/ LUMEN COMMUNICATIONS FO(B) — KRYSTLESCHOON FO(D) 615 3RD AVENUE SE CEDAR RAPIDS, IOWA 52401 PHONE: (319) 640-6359 KRYSTLE. SC H 00 N@LUM EN. CO M — F02(B) IMON COMMUNICATIONS, LLC — F02(D) -- MATT KEARNEY 101 3RD AVENUE, SUITE 400 CEDAR RAPIDS, IOWA 52404 PHONE: (319) 450-0653 MATTHEW.KEARNEY@]MON.NET MEDIACOM F03[G DARWIN DRISCOLL F031 D1 546 SOUTHGATE AVENUE IOWA CITY, IOWA 52240 PHONE: (845) 204-5742 DDRISCOLL@MEDIACOMMCC.COM UNIVERSITY OF IOWA F04(D) --- CHIRS HATLAND PHONE: (319) 335-1357 CH RIS-HATLAN D@UIOWA. EDU MID-AMERICAN ENERGY- ELECTRIC - -- MARIAM TARAWNEH 1630 LOWER MUSCATINE ROAD OHE IOWA CITY, IOWA 52240 PHONE: (319) 341-4419 MID-AMERICAN ENERGY - GAS CARSON HEMPHILL G(D) -- 1630 LOWER MUSCATINE ROAD IOWA CITY, IOWA 52240 PHONE: (319) 341-4461 — F05(B) — CITY OF IOWA CITY FIBER — F05(D) — BEN TOLAND (319) 365-5425 BTOLAND@IO WA-CITY.ORG — F06(D) UNITE PRIVATE NETWORKS JAMES KEEGAN PHONE: (319) 304-5597 JAM ES. KEEGAN@UPNFI BER. COM Proposed Right of Way A Existing Right of Way 0 Existing and Proposed Right of Way Q Easement and Existing Right of Way Borrow Q Easement (Temporary) Easement XExcess > 1 < Property Line A/C Access Control Survey Line Station Reference Point — — Section Corner — — Proposed Profile Grade Railroad Existing— —Proposer Field Tile o Culverts Existing Propos Stream IOWA ONE CALL (UTILITIES): STEVEN K. HALSTEAD 9001 HICKMAN RD, SUITE 220 (Symbols are Typical Only) DES MOINES, IOWA 50322 (515) 278-8700 IOWA 1-CALL# 1-800-292-8989 Foth DUB QUEINGT STREET RECONSTRUCTION LEGEND AND SYMBOL INFORMATION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA cn CA: A.2 0 1 BUILDING I MATCH EXISTING ELEVATION AT R/W 1' EXPANSION JOINT AT BUILDING FACE 1 /2" EXPANSION JOINT AT BUILDING ENT. -9, LS LP - SIDEWALK LANDSCAPING 20, PARKING LANE VARIES-. L-2ORBT-3- ♦ 2 VARIES BUSINESS VAULTS SEE V SHEETS FOR LOCATIONS AND �� SUBDRAI N STRUCTURE TOP THICKNESS AND DETAILS I CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY. M. FAHRER CHECKED BY: AL FAHRER DRAWN IJY: K WOLLNER LETTING DATE DECEMBER 2023 CAD DATE 1 116/2023 2:17:14 PM CAD RIE: clew-v rkdlrlpw-Ielfvd-km 31d0584674100221012.00-B-SHT.dgn REVISION STORM SEWER (TYP ) rt EXISTING 80.0' ROW 40.0' BACK TO BACK TRAVELLANE TRAVELLANE PROFILE GRADE L-2 OR BT-3 2% 2% T-1 I I o O Q SANITARY SEWER (TYP.) 9' P.C. CONCRETE PAVEMENT 12" MODIFIED SUBBASE I R/W -I BUILDING - RP RS 9' PARKING LANE 20' LANDSCAPING SIDEWALK •L-2 OR BT-3 r t 5Y MATCH EXISTING ELEVATION AT R/W VARIES 1" EXPANSION JOINT T T BUILDING FACE VARIES � 1 /2' EXPANSION JOINT AT BUILDING ENT. 1 �7 SUBDRAIN WATER MAIN (TYP. ° �' STORM SEWER (TYP.) LOCATION LS (FEET) LP (FEET) RP (FEET) RS (FEET) ROAD IDENTIFICATION STATION TO STATION DUBUQUE STREET 100+64.00 100+76.35 18-6 2-14 2-9 18-11 100+76.35 100+96.35 6 14 9 11 100+96.35 101+07.79 6-11 9-14 9 11 101+07.79 101+87.36 11 9 9 11 101+87.36 102+00.00 11-18 9-2 1 9 11 102+00.00 102+20.00 18 1 2 9 11 102+20.00 102+32.64 18-11 2-9 9 11 102+32.64 103+28.55 11 9 9 11 103+28.55 103+40.00 11 9 9-14 11-6 103+40.00 103+60.00 11 9 14 6 103+60.00 103+62.36 11 9 14-12 6-8 103+62.36 103+75.00 11-18 9-2 12-2 8-18 103+75.00 104+08.27 18 2 1 2 18 Notes: 1D See Sheet B.5 for Curb Details for Class A Sidewalk 20 4- Sloped Curb. See L Sheets For locations to transition back to 6" Standard Curb TYPICAL CROSS SECTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE 40' B/B 2-LANE ROADWAY BUILDING ----------EXISTING' 0.0' RO BUILDING 20.0' BACK TO BACK 10.0' 10.0, TRAVEL LANE TRAVEL LANE PROFILE GRADE L-2 MATCH EXISTING ELEVATION AT R/W 0.25%- 6%-. �- -2.25 % TO 4 % MATCH EXISTING ELEVATION AT R/W f Gi% i 70 9" P.C. CONCRETE PAVEMENT C,) 12' MODIFIED SUBBASE STORM SEWER (TYP.)' r31 LOCATION ROAD IDENTIFICATION STATION TO STATION ALLEY WAY 500+20 00 502+55 00 Foth DUBUQUEINGT STREET RECONSTRUCTION IE WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA TYPICAL CROSS SECTION ALLEY WAY DUBUQUE STREET TO PROJECT LIMITS 20' B/B TYPICAL CROSS SECTIONS AND DETAILS B.1 I R/W BUILDING I- 24.0— EXISITNG SIDEWALK EXISITNG WATER MAIN momREVISION DESCRIPTION EXISTING 120.0' ROW i 75.5' BACK TO BACK 32.0' 13.0' EXISITNG PARKING AREA EXISTING TRAVELLANE L-2 OR BT•3 EXISITNG WATER MAIN 9' P.C. CONCRETE PAVEMENT }- 12' MODIFIED SUBBASE — 12.75' 13.7'. TRAVEL LANE PARKING L-2 OR BT-3 L-2 OR BT-3 VARIES -. VARIES — 9.5' 24' SIDEWALK EXISTING SIDEWALK VARIES MATCH EXISTING ELEVATION AT TIE INTO I1 EXISTING SIDEWALK EXISTING EXISITNG SANITARY SEWER TO BE INSPECTED STORRMMSEWER LOCATION ROAD IDENTIFICATION STATION TO STATION IOWA AVENUE 301+90.87 302+72 78 R/W +1 BUILDING Notes: 10 Excavate and backfill 2' Q2 6'Standard Curb TYPICAL CROSS SECTION IOWA AVENUE DUBUQUE STREET TO PROJECT LIMITS 75.5' B/B 2-LANE ROADWAY ge w rn cr+ SW-602 Type G Casting - L_ 8" 14�' i- 8" Wall Height Lowest Flowline Back of Curb Edge of Gutter Width of Insert (if applicable)Steel Nosing w/headed stud anchors 6" 6„ (36" typ., 18" min.) @ 12' OC & 11/:' from each end q" �~ 6T 6" 12' 4tl 4Y2 4t3 4t1 I..3" 1" Radius Face of 6" Standard Curb Normal Pavement A� 1' Radius 1}" }" Slope 5" T rdn. 6' 40 4i1 Form > < 30" Grade - � � Spacer 8,. Trowel smooth and End Wall place bond breaker _ SECTION A -A (6 Inch Standard Curb Insert) 5w1 8" ,. -4 2.. 4, 2" J SECTION C-C Bads of Curb 0(0 416*" /�/�4� 12" mirro Concrete Fillet 6" min L 8. 4b Short Wag Alibi 6" 5'-0" L12 6. Short SECTION B-B Depth 1V-0" max. �-4wl Wag Height % 4w2 8" min. CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: M. FAHRER CHECKED BY: At, FAHRER DRAWN BY: IL WOLINER LETTING DATE DECEMBER 2023 CAD DATE 111612023 2:17:18 PM CAD FILE, ctpw-workdirlpw_lelfvd_kmw3WO584674100221012.00-B.SHTAgn 8" min. Class I Bedding Material �5.6" I 6' Spacer �JI End W 3' L[ 9'-0" 8" Spacer Center Wall Steel Nosing w/headed T-8" stud anchors @ 12"OC & 1 112" from each end 6" Spacer Forth End W Grade --+ 6" PLAN (SPACER) Steel Nosing Wheaded stud anchors @ 12"OC & 1 1/2' from each end Top O Do not extend Spacer keyed joint into front wall of box Beam Walls ISOMETRIC (Refer to Section B-B for alignment of Top with Spacer) NO DATE BY REVISION DESCRIPTION 21J MODIFIED 4 X 4 AND 4 X 8 SINGLE AND DOUBLE OPEN -THROAT CURB INTAKES, SMALL AND LARGE BOXES 5" Long Wall 6.. Spacer 8,-0„ 4tl Center Wall 4t2 1 Location Station (Back of Curb) 0 II II II 1 1 1 0 1 1 Steel Nosing 4t2 @headed stud anchors @ 12'OC & 0 II II 1 1 1 1 1/2' from each end Short Wan II II II II II II 1 1 1 I / eamy 1 2'-0" min. Grade r- >r -1 II q �" 4'-0" min. at Low Point at Guttedine 9I -11- $ 91 =11= =1 F $ 91 =11= IF II $ �ii- Guttedine -1 r $ 11 ICI 4'-0" min. -: I =11 =1F 7 1 -11= _ -I _r T 7- F $ 71 Back of Curb 'E' Joint 40 5w1 3 3Flow UJoin- 6" typ. Insert - ' 8" min. 4f1 'ED'Jotnt 3" 'Dowel Bar HP Edge to,1" Radius 0 H 'B' Joint I W Boxout Length (t5'-0"min.. 1T-0"max.) rP� Q Cn NOSING NOTES: THE STEEL NOSING SHALL BE STAINLESS STEEL 304 OR 316 GRADES. PROVIDE 1 /4" MATERIAL THICKNESS. COST OF STAINLESS NOSING WITH ANCHORS SHALL BE CONSIDERED INCIDENTAL TO THE PRICE FOR ALL OPEN THROAT INTAKES INCLUDING BUT NOT LIMITED TO SW-508, SW-510, AND SW-541. 1Q INSERT SHAPING MAY BE MODIFIED FOR INSERT WIDTHS LESS THAN 36INCHES. FOR AN 18 INCH INSERT, REDUCE DIMENSIONS INDICATED BY } INCH. OO TRANSVERSE JOINT SPACING ON NEW CONCRETE PAVEMENT IS CONTROLLED BY THE INTAKE BOXOUT. ADJUST ADJACENT JOINT SPACING AS REQUIRED TO ACCOMMODATE BOXOUTS. FOR RETROFIT INTAKES, MATCH EXISTING PAVEMENT JOINTS. STOP ANY TRANSVERSE PAVEMENT JOINTS THAT DO NOT CONFORM TO THE MINIMUM SPACING REQUIREMENTS AT THE EDGE OF THE INSERT AREA. Q3 ROUNDED SHAPING AT INLET. ® 12 INCH MINIMUM WALL HEIGHT ABOVE ALL PIPES. QS SLOPE OF 1.5% OR AS SPECIFIED IN THE CONTRACT DOCUMENTS. REINFORCING BAR LIST Mark Size Location ShapeCount Len S adn 4b1 4 9 12' 4b2 4 Base 7 1 V. 4il 4 Insert 4 Boxout Length minus 8' See Insert 4t1 4 To 8'-6" See Plan 4t2 4 To 5'-4" 12" 4t3 4 To 18 1'-10" 6" 4w1 4 Walls 4 Wall Height minus 4" 13" 4w2 4 Lon Walls Varies 4'-8" 12" Short Walls Varies 8'-8" 12" Beam r� 2 73" 4" Foth DUBUQUE STREET RECONSTRUCTION TYPICAL CROSS SECTIONS AND DETAILS E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA BENTBARS F- 5'-3"-1 2I2 F_7 L B.3 3'' I 1 I 1 I X 1 1 Y = p II tl u 1= N Y II II II II II II II II II II 1 u N u u u u N q u u u 1 q u 1 u u Slab Length q X tl N X qY� (16-0"typ.) II _ II __X _ = II = __ u__ _ __u __ = u..— _ Y.• _ = II II II II 1 II q — II Y A II II v l d— I 1 ° STORM §EWEk CRO§SING° 1 II II II N II II 11 II — L Y N II II II II 1 N II Y II II II II II II II II 1 1 N 1 N II q II II i==p==11==�==1—==q==0==11 II 1 II q II II q q q 1 NOTE: FINISHED GRADE #5 epoxy coated bars 1. REINFORCEMENT BARS SHALL BE PLACED AT ALL LOCATIONS at 18" centers WHERE STORM SEWER IS UNDER PAVEMENT. 2. BARS SHALL BE EACH DIRECTION AT 18•INCH ON CENTERS. e 3. ALL TIES, CHAIRS, AND ANCHORS ARE INCIDENTAL TO THE REINFORCING. 7�OVERLAPS WILL NOT BE MEASURED FOR PAYMENT. 4. REBAR MAT SHALL BE PLACED ON CHAIRS TO MAINTAIN CONSISTENT EMBEDMENT DEPTH. INSTALLED POSITION _ Slab Width (varies) TYPICAL SECTION 8" O.c. 2 1/2" CL #5 epoxy coated bars at 1 B' centers CONCRETE CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: M FAHRER CHECKED BY: M FAHRER DRAWN BY: IL WOLLNER LETTING DATE DECEMBER 2023 CAD DATE 111612023 2:17:19 PM CAD FILE dpw_workdlrlpw_lelfvd_km 31dD584674100221012.00_B"SHT.dgn �0> ° 6' DIA. GALVANIZED STEEL PIPE Q` EMBERDDED IN CONCRETE BASE. 36" BOLLARD POST SHALL BE POWDER COATED YELLOW. FILL PIPE WITH ° CONCRETE FINISHED Qa / GRADE .r --18" --{ 6 IN. BOLLARD 48 PAVEMENT REINFORCING OVER STORM SEWER BOLLARD POST POWDER COATED YELLOW ANCHOR SLEEVE COVER(HDG) i o ANCHOR SLEEVE(HDG) 0 REMOVED POSITION ATTACH REFLECTIVE WARNING LABELS PROVIDED TO THE FRONT & BACK OF BOLLARD AFTER INSTALLATION. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWING. 4. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info REFERENCE NUMBER 4209-043. HELIX LOCK BOLLARD MODEL HL2005 S10: TRAFFICGUARD® HELIX LOCK REMOVABLE BOLLARD (36" POST HEIGHT, 5.625" OD) ASSEMBLY DETAIL (OR EQUIVALENT) Extend a minimum of 3' past edge of vault 4" PCC Sidewalk over vault Welded wire fabric orrebar mats x x x— x x x x x tt Bond Breaker (See V Sheets) Vault wall ° O" Refer to V Sheets for Vault Information REINFORCEMENT SHALL BE CONTINUOUS THROUGHOUT ° ° PANEL. ALL REINFORCING SHALL BE EPDXY COATED. IF O • - s ° WELDED WIRE FABRIC IS USED IT SHALL BE SUPPLIED IN SHEETS, NOT ROLLS. °• o° REINFORCING MAY CONSIST OF THE FOLLOWING: Lz °' ° ° Q #3 DEFORMED REBAR @ 12" SPACING (MIN.) (D W6 6X6 WELDED WIRE FABRIC. MINIMUM REINFORCING REQUIRED IS 0.102 SQ IN/LF. CONTRACTOR MAY SUBSTITUTE A DIFFERENT REINFORCING SCHEME WITH PRIOR APPROVAL BY ENGINEER. PROVIDE MINIMUM 2" CLEAR AROUND ALL PAVEMENT EDGES AND 12" END LAP BETWEEN REBAR SHEETS. STEEL MESH FABRIC DETAIL DUBUQUE STREET RECONSTRUCTION TYPICAL CROSS SECTIONS AND DETAILS Foth I E WASHINGTON STREET TO IOWA AVENUE IONA CITY, IA 6" FCC Sidewalk T+7 c—, C o (: CI1:�. r� BA 1" EXPANSION JOINT C 4' Sloped Curb _ 8" Roadway Pavement T - I 6" r DETAIL 1 1/2" Expansion V EXPANSION JOINT 2 4" Sloped Curb DETAIL 2 CLIENT PROJECT NO: $3939 POTH PROJECT NO 00221012.00 i DESIGNED BY: M. FAHRER CHECKED BY: AL FAHRER DRAWN BY: K WOLJNER r LETTING DATE DECEMBER 2023 CAD DAIS 1 1 /6/2023 2:17:20 PM CAD FILE clpw-workdirlpw-lelfvd-km 3ld0584674100221012.00-B-SHTdgn FOR NEW SIDEWALK WITH NEW CURB AND GUTTER, O COMPLY WITH DETAIL 1 OR DETAIL 2. Sidewalk 6" 0TARGET CROSS SLOPE OF 1.5% WITH A MAXIMUM CROSS SLOPE OF 2.0%. Q2 ENSURE TOP OF CURB SLOPES TO STREET FOR DRAINAGE. At Grade Planting Area, Refer to LS-sheets CURB DETAILS FOR CLASS A SIDEWALK COLORED CONCRETE BAND SURFACE FLUSH WITH CONCRETE PAVERS WITH BROOM SWEPT SURFACE FINISH m UNIT PAVERS AS SPECIFIED SAND SWEPT JOINTS N Zo ASPHALT SETTING BED WITH NEOPRENE MODIFIED ASPHALT ADHESIVE Eo BT-3 JOINT PCC SUBBASE 61N. MODIFIED SUBBASE CD JOINT \- BT-3 JOINT CONCRETE PAVERS 1/2" EXPANSION INLET AROUND DOWNSPOUT 1 SIZE FINISH GRADE CONNECTTO EXISTING ROOF DRAIN WITH FERNCO FLEXIBLE DOWNSPOUT CONNECTORS. MINIMUM i N HEIGHT W :- 61N.OUTLET DIAMETER CONNECTTO 6 IN. ROOF DRAIN WITH FERNCO STRONG BACK RC 1000 SERIES DOWNSPOUT CONNECTION NOTES: A. MANUFACTURER: NEEHAH 4929 (OR EQUIVALENT) DOWNSPOUT SHOE C. CONFIRM HEIGHT TO DOWNSPOUT BEFORE ORDERING D. ALL SHOES SHALL BE MADE OF 304 STAINLESS STEEL AND HAVE A BLACK POWDERCOAT FINISH Foth DUBUQUE STREET RECONSTRUCTION TYPICAL CROSS SECTIONS AND DETAILS E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA B.5 10-28-97 ESTIMATED ROADWAY QUANTITIES (1 DIVISION PROJECT) Item No. I Item Code I Item Unit I Total As Built Qty. DIVISION 2 - EARTHWORK 1 2010-E EXCAVATION, CLASS 10, ROADWAY & BORROW __.._ ...._.. CY 515 2 2010-F BELOW GRADE EXCAVATION (CORE OUT) CY 200 3 2010-3 SUBBASE, MODIFIED, 6 IN. _ SY 1280 4 2010-1 SUBBASE, MODIFIED, 12 IN. SY _. 2727 5 2010-K-1 REMOVAL OF STRUCTURES, UTILITY EA 1 6 2010-K-3-A REMOVAL OF KNOWN PIPE AND CONDUIT, CONCRETE DUCT BANK LF 337 7 2010-K-1 REMOVALS, AS PER PLAN LS 1 DIVISION 4 - SEWERS AND DRAINS- 8 4010-A-1 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 10 IN. LF _ 321 9 4010-A-1 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 12 IN. LF _ 75 10 4010-E SANITARY SEWER SERVICE STUB, PVC, 6 IN. LF 752 11 4010-H REMOVAL OF SANITARY SEWER, VCP, 10 IN. _ LF 361 12 4010-H REMOVAL OF SANITARY SEWER, PVC, 12 IN. LF 71 13 4020-A-1 STORM SEWER, TRENCHED, SDR 26 PVC, 6 IN. LF 639 14 4020-A-1 STORM SEWER, TRENCHED, RCP, 12 IN. LF 9 15 4020-A-1 STORM SEWER, TRENCHED, RCP, 15 IN. LF 924 16 4020-D REMOVAL OF STORM SEWER, RCP, 15 IN. LF 579 17 4010-G STORM SEWER ABANDONMENT, FILL AND PLUG LF 24 18 4040-A SUBDRAIN, 6" HOPE, TYPE A, PERFORATED LF 595 19 4040-C SUBDRAIN CLEANOUT, TYPE A-1 EA 2 20 4040-D SUBDRAIN CONNECTION TO INTAKE OR STORM SEWER _. EA 50 _ 21 4040-D ROOF DRAIN CONNECTION TO EXISTING PIPE EA 39 22 4040-999-A _ DOWNSPOUT SHOE EA 8 23 5010-A-1 24 5010-A-1 25 5010-C-2 26 5010-D 27 5010-D 28 5010-E 29 5010-E 30 5010-F 31 5010-H 32 5020-A 33 5020-A 34 5020-A 35 5020-B 36 5020-B 37 5020-C 38 5020-F 39 5020-I 40 5020-J 41 5020-L 42 6010-A 43_ 6010-A 44 6010-Af 45 r--- 6010-B 46 6010-B 47 6010-B 48 6010-B 49 6010-G 50 6010-H 51 6010-H 52 7010-A 53 �._ 7010-A �. 54 7010-A 55 7010-A 56 7010-E 57 7010-999-A 58 7030-A 59 7030-E 60 7030-E 61 7030-G 62 7030-999-A 63 7030-999-B 64 7030-999-C 657040-H 66 8010-999-B DIVISION 5 - WATER MAIN AND APPURTENANCES___,. WATER MAIN, TRENCHED, DIP, 6 IN. WATER MAIN, TRENCHED, DIP, 12 IN. FITTINGS, DIP, 12 IN. WATER SERIVCE STUB, COPPER K, 1.5 IN. WATER SERIVCE STUB, COPPER K, 2.0 IN. WATER SERVICE PIPE, DIP, 4IN. WATER SERVICE PIPE, DIP, 6 IN. WATERMAIN ABANDONMENT, CAP, 10 IN. WATER MAIN REMOVAL, 6 IN. VALVE, GATE, 4 IN. VALVE, GATE, 6 IN. _ VALVE, GATE, 12 IN. TAPPING VALVE ASSEMBLY, 4 IN. TAPPING VALVE ASSEMBLY, 6 IN. FIRE HYDRANT ASSEMBLY VALVE BOX ADJUSTMENT, MINOR_ FIRE HYDRANT ADJUSTMENT FIRE HYDRANT ASSEMBLY REMOVAL VALVE BOX REMOVAL DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER MANHOLE, SANITARY, SW-301, 48 IN. MANHOLE, STORM SEWER, SW-401, 48 IN. (TOP ONLY) MANHOLE, STORM SEWER, SW-401, 48 IN. INTAKE, STORM SEWER, SW-508 INTAKE, STORM SEWER, SW-510 INTAKE, STORM SEWER, SW-511 INTAKE, STORM SEWER, SW-541 _ CONNECTION TO EXISTING STRUCTURE REMOVE MANHOLE REMOVE INTAKE DIVISION 7 - STREETS AND RELATED WORK— PAVEMENT, PCC, 9 IN., C-SUD PAVEMENT, PCC, 9 IN., C-SUD, REINFORCED _ PAVEMENT, PCC, 11 IN., C-SUD (COLORED CROSSWALK BANDS) PAVEMENT, PCC, TEMP, 6 IN. CURB AND GUTTER, 2 FT, 9 IN., C-SUD UNIT PAVERS WITH PAVEMENT BASE REMOVAL OF SIDEWALK SIDEWALK, PCC, REINFORCED 4 IN., C-SUD _ SIDEWALK, PCC, 6 IN., C-SUD DETECTABLE WARNINGS PCC BAND BEHIND BACK OF CURB, C-SUD PCC PLANTER CURB - BEAM CURB, C-SUD BRICK REMOVAL PAVEMENT REMOVAL DIVISION 8 - TRAFFIC SIGNALS AND TRAFFIC CONTROL LIGHTING POLES, PEDESTRIAN LIGHTING _ LF LF LB EA EA LF LF EA LF _ EA _ EA EA EA _ EA_ EA _ EA EA EA EA EA EA EA EA EA EA EA _ EA _ EA EA SY SY SY SY LF SY SY SY SY SF SY LF SY SY _ EA _ 23 344 577 14 3 396 260 2 25 _ _ 11 7 _ 2 11 6 4 2 4 30 1 1 4 1 _ 1 3 2 _ 1 _ 11 8 2507 51 15 500 85 134 1390 94 1186 152 107 939 209 2915 m_ 4 PROJECT NO: 00221012,00 DESIGNED BY. T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE. 11/10/2023 3.50:29 PM DRAWN BY: T. LECLAIR CAD FILE: C:Ipw-w rkdiApw ielhAd06329811221012__C_Sheets.XIM NO DATE BY REVISION DESCRIPTION Y� Fotl, 10-28-97 ESTIMATED ROADWAY QUANTITIES_ (1 DIVISION PROJECT) Item No. Item Code Item Unit 7 l E.!FAjaj !a$,BL#,;lt 3Q y. 69 8010-999-E ELECTRICAL CIRCUITS 70 8010-999-F COMMUNICATION CIRCUITS _ 71 8010-999-G HANDHOLE, TYPE II 72 8010-999-H Y CAMERA, PANORAMIC 73 8010-999-I CAMERA, PTZ _ 74 8020-C PAINTED PAVEMENT MARKINGS, WATERBORNE HIGH BUILD 75 8020-G PAINTED SYMBOLS AND LEGENDS 76 8030-A TEMPORARY TRAFFIC CONTROL 77 8030-999-A TEMPORARY BUSINESS ACCESS SIGN 78 8030-999-B PORTABLE DYNAMIC MESSAGE BOARD ___DIVISION 9 - SITE WORK AND LANDSCAPING 79 9030-B PLANTS WITH WARRANTY, OVERSTORY, B&B 80 9030-B PLANTS WITH WARRANTY, ORNAMENTAL TREE, B&B 81 9030-B PLANTS WITH WARRANTY, PERENNIAL PLANT 82 9030-B PLANTS WITH WARRANTY, BULB 83 9040-A-2 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MANAGEMENT_ 84 J 9040-T-1 INLET PROTECTION DEVICE, INSTALLATION 85 9040-T-2 INLET PROTECTION DEVICE, MAINTENANCE 86 0000-999-A BOLLARD, STEEL, 6 IN. DIA. POWDERED COATED YELLOW, WITH SLEEVE 87 0000-999-B BOLLARD, STEEL, 6 IN. DIA., POWDERED COATED YELLOW, STANDARD 88 0000-999-C PARKING METER POST 89 0000-999-D REMOVE EXISTING TREES 90 0000-999-E CU-SOIL STRUCTURAL SOIL - 3 FT. DEPTH 91 0000-999-F LEAF MULCH - 2 IN. DEPTH 92 0000-999-G AT -GRADE PLANTING SOILS - 3 FT. DEPTH 93 0000-999-H IRRIGATION SYSTEM 94 0000-999-I LIMESTONE BLOCK AT THRESHOLD - TYPE A 95 0000-999-1LIMESTONE BLOCK AT THRESHOLD - TYPE B_ _ 96 0000-999-K LIMESTONE BLOCK AT MIDBLOCK - TYPE C 97 0000-999-L KIOSK 98 0000-999-M BIKE RACK 99 0000-999-N ! LITTER RECEPTACLE 100 — 0000-999-0 " BENCH DIVISION 11 - MISCELLANEOUS_ 101 11,010-A CONSTRUCTION SURVEY 102 11,020-A MOBILIZATION 103 11,050-A CONCRETE WASHOUT DIVISION 12- STRUCTURAL 104 2599-999910 VAULT STRUCTURAL SLAB, 1 S DUBUQUE ST 105 2599-999910 VAULT STRUCTURAL SLAB, 5 S DUBUQUE ST _ 106 2599-999910 VAULT STRUCTURAL SLAB, 7 S DUBUQUE ST _ 107.,.,. 2599-999910 VAULT STRUCTURAL SLAB, 9 S DUBUQUE ST 108 2599-999910 VAULT STRUCTURAL SLAB, 11 S DUBUQUE ST 109 2599-999910 VAULT STRUCTURAL SLAB, 19 S DUBUQUE ST� _ 110 i� 2599-999910 VAULT ABANDONMENT AND FILLING, 23 S DUBUQUE ST 111 __ 2599-999910 VAULT HATCH AND WATERPROOFING, 1 S DUBUQUE ST 112 2599-999910 VAULT HATCH AND WATERPROOFING, 5 S DUBUQUE ST 113 2599-999910 VAULT HATCH AND WATERPROOFING, 7 S DUBUQUE ST 114 2599-999910 VAULT HATCH AND WATERPROOFING, 9 S DUBUQUE ST 115 2599-999910 VAULT HATCH AND WATERPROOFING, 11 S DUBUQUE ST 116 i 2599-999910 VAULT HATCH AND WATERPROOFING, 19 S DUBUQUE ST LS_ LS EA EA EA _+ STA _ EA LS EA CDAY EA EA EA EA LS EA EA EA EA EA EA CY CY _ CY_ AL EA LF LF AL EA EA LS LS LS �� _ LS LS LS LS LS _ LS LS LS LSI-----" LS LS LS LS 1 j { L=' `J #_�tl 1 19 2 1 30 14 11 4 1304 810 1 7 14 19 2 8 8 282 17 298 1 3 48 52 1 10 2 _ 1 1 1 1 1 1 1 1 _ 1 . 1 1 1 1 1 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. 'jal 10- ESTIMATED ROADWAY QUANTITIES (1 DIVISION PROJECT) Item No. Item Code Item I Unit I Total As Built Qty. DIVISION 2 - EARTHWORK 1 2010-E EXCAVATION, CLASS 10, ROADWAY & BORROW CY 515 2 2010-F BELOW GRADE EXCAVATION (CORE OUT) CY 200 - 3 2010-3 SUBBASE, MODIFIED 6 IN SY 1280 4 2010-J SUBBASE, MODIFIED 12 IN. SY 2727 5 2010-K-1 REMOVAL OF STRUCTURES, UTILITY EA 1 6 2010-K-3-A REMOVAL OF KNOWN PIPE AND CONDUIT, CONCRETE DUCT BANK LF 337 7 2010-K-1 REMOVALS, AS PER PLAN Ls DIVISION 4 - SEWERS AND DRAINS 8 - 4010-A-1 r SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 10 IN. LF - 321 9 4010-A-1 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 12 IN. LF 75 10 4010-E SANITARY SEWER SERVICE STUB, PVC, 6 IN. _ LF 752 11 4010-H REMOVAL OF SANITARY SEWER, VCP, 10 IN. LF _ _ 361 , 71 12 4010-H REMOVAL OF SANITARY SEWER, PVC, 12 IN. LF 13 4020-A-1 STORM SEWER, TRENCHED, SDR 26 PVC, 6 IN. LF 643 14 4020-A-1 STORM SEWER, TRENCHED, RCP, 12 IN. LF 9 15 16 4020-A-1 4020-D STORM SEWER, TRENCHED, RCP, 15 IN. REMOVAL OF STORM SEWER, RCP, 15 IN. LF LF 923 579 17 4010-G STORM SEWER ABANDONMENT, FILL AND PLUG LF 24 18 4040-A SUBDRAIN, 6" HDPE, TYPE A, PERFORATED LF 595 19 4040-C _ SUBDRAIN CLEANOUT, TYPE A-1 EA 2 20 7 4040-D SUBDRAIN CONNECTION TO INTAKE OR STORM SEWER EA 50 21 4040-D ROOF DRAIN CONNECTION TO EXISTING PIPE EA 39 _ 22 4040-999-A DOWNSPOUT SHOE EA 8 DIVISION 5 - WATER MAIN AND APPURTENANCES 23 5010-A-1 WATER MAIN, TRENCHED, DIP, 6 IN. LF 24 5010-A-1 WATER MAIN, TRENCHED, DIP, 12 IN. LF 25 5010-C-2 FITTINGS, DIP, 12 IN. LB 26 5010-D WATER SERIVCE STUB, COPPER K, 1.5 IN. EA 27 5010-D WATER SERIVCE STUB, COPPER K, 2.0 IN. EA 28 5010-E_ _ + WATER SERVICE PIPE, DIP, 4IN. LF 29 5010-E WATER SERVICE PIPE, DIP, 6 IN. LF - 30 5010-F WATERMAIN ABANDONMENT, CAP, 10 IN. EA 31 5010-H WATER MAIN REMOVAL, 6 IN. LF 325020-A VALVE, GATE, 4 IN. EA 5020-A VALVE, GATE, 6 IN. EA 34 5020-A VALVE, GATE, 12 IN. EA 35 _ 5020 BTAPPING VALVE ASSEMBLY, 4 IN. _ EA 36 5020-B TAPPING VALVE ASSEMBLY, 6 IN. EA 37 5020-C FIRE HYDRANT ASSEMBLY EA 38 5020-F VALVE BOX ADJUSTMENT, MINOR EA 39 5020-1_-FIRE HYDRANT ADJUSTMENT EA 40 5020-3 FIRE HYDRANT ASSEMBLY REMOVAL EA 41� 5020-L VALVE BOX REMOVAL jEA DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER 42 6010-A MANHOLE, SANITARY, SW-301, 48 IN. EA 43 6010-A -----t_MANHOLE, STORM SEWER, SW-401, 48 IN. (TOP ONLY EA 44 6010-A MANHOLE, STORM SEWER, SW-401 48 IN. EA 45 6010-B ­ INTAKE, STORM SEWER, SW-508 EA 46 6010-B INTAKE, STORM SEWER, SW-5110 EA 47 6010-B _ INTAKE, STORM SEWER, SW-511 EA 48 6010-B ! INTAKE, STORM SEWER, SW-541 EA _ 49 _ 6010-G�t CONNECTION TO EXISTING STRUCTURE - _ EA 50- 6010-H REMOVE MANHOLE Z EA Sl 6010-H REMOVE INTAKE EA ' DIVISION 7 - STREETS AND RELATED WORK 52 7010-A PAVEMENT, PCC, 9 IN., C-SUD SY 53 _ 7010-A PAVEMENT, PCC, 9 IN., C-SUD, REINFORCED SY 54 _ ! 7010-A PAVEMENT, PCC, 11 IN., C-SUD (COLORED C SSWALK BANDS- SY 55 7010-A PAVEMENT, PCC, TEMP, 6 IN. __._,___ SY 56 7010-E CURB AND GUTTER, 2 FT, 9 IN., C-SUD LF 57 7010-999-A UNIT PAVERS WITH PAVEMENT BASE SY S8 7030-A _ REMOVAL OF SIDEWALK SY 59 7030-E SIDEWALK, PCC, REINFORCED 4 IN , C-SUD SY 60 7030-E SIDEWALK, PCC, 6 IN., C-SUD SY 61 7030-G DETECTABLE WARNINGS SF 62 7030-999-A PCC BAND BEHIND BACK OF RB, C-SUD SY 63 7030-999-B PCC PLANTER CURB - BE CURB, C-SU LF _ 64 7030-999-C BRICK REMOVAL SY 65 7040-H PAVEMENT REMOVAL SY DIVISION 8 - TRAFFIC SIGNALS AND TRAFFIC CONTROL 66 8010-999-B LIGHTING POLES, PEDESTRIAN LIGHTING EA PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE: 1116/2023 2004O PM DRAWN BY: T. LECLAIR CAD FILE: c:1pw—wndcdiApw_ielfiNd06329611221012_C_Sheets.xIw NO DATE BY REVISION DESCRIPTION 344 577 14 3 396 260 25 it _ 7 _ 11 6 2 3 ! _.... 2 .. ... 2 30 1 _ 1 _. 4. .... 2 1 J ESTIMATED ROADWAY QUANTITIES (1 DIVISION PROJECT) - 100-OA 10-28-97 Item No. Item Code Item Unit Total As Built Qty. 68 8010-999-D CATENARY LIGHTING 69 8010-999-E ELECTRICAL CIRCUITS 70 8010 999-F COMMUNICATION CIRCUITS 71 8010 999-G HANDHOLE, TYPE II �. e _. 72 8010-999-H _ CAMERA, PANORAMIC 73_- 8010-999-I CAMERA, PTZ 74 8020-C PAINTED PAVEMENT MARKINGS, WATERBORNE HIGH BUILD 75 8020-G PAINTED SYMBOLS AND LEGENDS 76 8030-A TEMPORARY TRAFFIC CONTROL 77 8030-999-A TEMPORARY BUSINESS ACCESS SIGN 78_ 8030-999-B PORTABLE DYNAMIC MESSAGE BOARD DIVISION 9 -SITE WORK AND LANDSCAPING _ 79 9030-B PLANTS WITH WARRANTY, OVERSTORY, B&B 80 9030-B PLANTS WITH WARRANTY, ORNAMENTAL TREE, B&B _ 81 9030-B PLANTS WITH WARRANTY, PERENNIAL PLANT 82 � 9030-B PLANTS WITH WARRANTY, BULB 83 9040-A-2 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MANAGEMENT 84 9040-T-1 'INLET PROTECTION DEVICE, INSTALLATION 85 9040-T-2 ' INLET PROTECTION DEVICE, MAINTENANCE 86 0000 999-A BOLLARD, STEEL, 6 IN. DIA. POWDERED COATED YELLOW, WITH SLEEVE 87 0000,999-B BOLLARD, STEEL, 6 IN. DIA., POWDERED COATED YELLOW, STANDARD 88 0000-999-C PARKING METER POST 89 .0000 999-D REMOVE EXISTING TREES 90 0000 999-E CU-SOIL STRUCTURAL SOIL - 3 FT. DEPTH 91 0000 999-F LEAF MULCH - 2 IN. DEPTH 9 0000-999-G AT -GRADE PLANTING SOILS - 3 FT. DEPTH S3 0000 999-H IRRIGATION SYSTEM 94 0000-999-I _ LIMESTONE BLOCK AT THRESHOLD - TYPE A 95 0000-999-3 - LIMESTONE BLOCK AT THRESHOLD - TYPE B 96 0000-999-K LIMESTONE BLOCK AT MIDBLOCK - TYPE C 97 0000-999-L KIOSK 98 0000-999-M BIKE RACK 99 0000-999-N LITTER RECEPTACLE 100 0000-999-0 BENCH DIVISION 11 - MISCELLANEOUS 101 11,010-A CONSTRUCTION SURVEY (1%) 102 11,020-A MOBILIZATION (6%) 103 �y 11,050-A CONCRETE WASHOUT DIVISION 12- STRUCTURAL 104 2599-999910 VAULT STRUCTURAL SLAB, 1 S DUBUQUE ST 105 - 2599-999910 VAULT STRUCTURAL SLAB, 5 S DUBUQUE ST 106�~ 2599-999910 VAULT STRUCTURAL SLAB, 7 S DUBUQUE ST 107� 2599-999910 VAULT STRUCTURAL SLAB, 9 S DUBUQUE ST 108 2S99-999910 VAULT STRUCTURAL SLAB, 11 S DUBUQUE ST _ 109 2S99-999910 VAULT STRUCTURAL SLAB, 19 S DUBUQUE ST 110l2599-999910 VAULT ABANDONMENT AND FILLING, 23 S DUBUQUE ST _ 111 2599-999910 VAULT HATCH AND WATERPROOFING, 1 S DUBUQUE ST 112 -i 2599-999910 VAULT HATCH AND WATERPROOFING, 5 S DUBUQUE ST 113 2599-999910 VAULT HATCH AND WATERPROOFING, 7 S DUBUQUE ST 114� 2599-999910 VAULT HATCH AND WATERPROOFING, 9 S DUBUQUE ST 115 - 2599-999910 VAULT HATCH AND WATERPROOFING, 11 S DUBUQUE ST 116 2S99-999910 VAULT HATCH AND WATERPROOFING, 19 S DUBUQUE ST LS LS LS EA EA_ j STA _ EA LS EA CDAY EA EA EA EA LS EA EA EA EA EA EA CY CY CV AL EA LF LF AL EA EA EA LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS LS 1 1 1 16 1 - _ 19 2 1 30 14 11 4 1329 810 1 7 14 19 2 8 8 282 17 298 1 3_ 48 52 1 10 5 2 1 1 1 1 1 1 1 1 1 _ - 1 1 1 1 1 1 1 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET W. CA ESTIMATE REFERENCE INFORMATION 10-29-02 ESTIMATE REFERENCE INFORMATION 10-29 Item No. Item Code Description DIVISION 2 - EARTHWORK 1 2010-E EXCAVATION, CLASS 10, ROADWAY AND BORROW A. THIS BID ITEM INCLUDES 515 CY CUT. B. SUITABLE MATERIAL REMOVED FROM SUBGRADE EXCAVATION MAY BE USED FOR BACKFILLING. C. OVERHAUL WILL NOT BE MEASURED OR PAID FOR,BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. 2010-F D. PAYMENT FOR THIS SHALL BE PAID BASED UPON PLAN QUANTITY. BELOW GRADE EXCAVATION (CORE OUT) A. THIS BID ITEM HAS BEEN AS A CONTINGENCY IN THE EVENT THAT UNSUITABLE OR UNSTABLE SOIL IS ENCOUNTERED BELOW 2 THE SUBBASE AND SHALL BE USED BY THE DISCRETION OF THE ENGINEER. B. PAYMENT FOR THIS ITEM WILL BE BASED ON THE ACTUAL QUANTITY INSTALLED AS MEASURED IN THE FIELD BY THE ENGINEER 3 2010-7 SUBBASE, MODIFIED, 6 IN. 4 2010-3 SUBBASE, MODIFIED, 12 IN. A. REFER TO TYPICAL SECTIONS ON B-SHEETS, C-SHEETS, AND D SHEETS FOR PLACEMENT LOCATIONS. _ B. 6 IN. SUBBASE TO BE PLACED UNDER SIDEWALK AND 12 IN. SUBBASE TO BE PLACE UNDER ALL PCC ROADWAY PAVEMENT. E C. RECYCLED MATERIAL WILL NOT BE ALLOWED. PRIOR TO PLACEMENT OF SUBBASE, CONTRACTOR SHALL COMPACT AND PROOF ROLL SUBGRADE. PROOF ROLLING SHALL MEET STANDARDS FOUND IN SUDAS SECTION 2010. PROOF ROLLING SHALL BE INCIDENTAL TO THIS BID ITEM. 5 2010-K-1 �' REMOVAL OF STRUCTURES, UTILITY 6 _ 2010-K-3-4 REMOVAL OF KNOWN PIPE AND CONDUIT, CONCRETE DUCT BANK A. THIS BID ITEM INCLUDES THE REMOVAL OF LUMENS FACILITIES AS SPECIFIED IN THE R-SHEETS. B. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 2010-K-1 _ REMOVALS, AS PER PLAN A. REFER TO C-SHEETS AND R-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. B. THIS IS A LUMP SUM ITEM AND NO MEASUREMENT WILL BE MADE. PAYMENT WILL BE THE CONTRACT LUMP SUM PRICE. LUMP SUM PRICE INCLUDES ALL MATERIAL, EQUIPMENT, BACKFILL AND LABOR NECESSARY FOR REMOVALS AS PER PLAN, AS INDICATED BY THE CONTRACT DOCUMENTS. _ C. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. —� — DIVISION 4 - SEWERS AND DRAINS ��_ 8 4010-A-1 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 10 IN. A. REFER TO MSA-SHEETS FOR ADDITIONAL INFORMATION AND SANITARY SEWER LOCATION. _ B. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. C. PROPOSED SANITARY SEWER PLACED 12" OR LESS OVER AN EXISTING UTILTIY WILL REQUIRE THE INSTALLATION OF A PIPE SUPPORT IN ACCORDANCE WITH SUDAS 3010.901 DETAIL. PIPE SUPPORTS ARE INCIDENTAL TO THIS ITEM. D. SANITARY SEWER PIPE PENETRATIONS INTO STRUCTURES SHALL BE A FLEXIBLE WATERTIGHT SEAL. ALLOWABLE PRE-MANUFACTORED SEALS INCLUDE LINK -SEAL, A-LY, PSX-DIRECT DRIVE BOOTS OR ENGINEER APPROVED EQUAL. _ E. BYPASS PUMPING IS INCIDENTAL THIS THIS ITEM. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS, LABOR, EQUIPMENT, AND MAINTENANCE NEEDED TO TEMPORARY PUMP THE EXISTING FLOW WHILE INSTALLATIONS AND CONNECTION IS TAKING PLACE. SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 12 IN. A. REFER TO MSA-SHEETS FOR ADDITIONAL INFORMATION AND SANITARY SEWER LOCATION. B. THIS BID ITEM IS INTENDED TO BE USED FOR REPLACING SANITARY SEWER PIPE AT IOWA AVENUE AS DIRECTED BY ENGINEER. CITY RESERVES THE RIGHT TO DELETE ITEM AT NO ADDITIONAL COST SHOULD ENGINEER APPROVE PIPE CONDITIC C. PROPOSED SANITARY SEWER PLACED 12" OR LESS OVER AN EXISTING UTILTIY WILL REQUIRE THE INSTALLATION OF A PIPE SUPPORT IN ACCORDANCE WITH SUDAS 3010.901 DETAIL. PIPE SUPPORTS ARE INCIDENTAL TO THIS ITEM. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. E. BYPASS PUMPING IS INCIDENTAL THIS THIS ITEM. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS, LABOR, EQUIPMENT, AND MAINTENANCE NEEDED TO TEMPORARY PUMP THE EXISTING FLOW WHILE INSTALLATIONS AND „CONNECTION IS TAKING PLACE. SANITARY SEWER SERVICE STUB, PVC, 6 IN. A. REFER TO TABULATION AND MSA SHEETS FOR SERVICE LOCATIONS. B. SANITARY SEWER SERVICES ARE 6 INCH. VERIFY SERVICE MATERIAL AND DIAMETER WITH ENGINEER PRIOR TO REMOVAL AND REPLACEMENT. 11 4010-H REMOVAL OF SANITARY SEWER, VCP, 10 IN. 12 _ 4010-H�'� REMOVAL OF SANITARY SEWER, PVC, 12 IN. _ �F A. REFER TO TABULATION AND R-SHEETS FOR SANITARY SEWER REMOVALS. _ B. BID ITEM INCLUDES, BUT NOT LIMITED TO EXCAVATION, REMOVAL, DISPOSAL, AND CAPPING OF PIPE AND FURNISHING, PLACING, AND COMPACTING BACKFILL MATERIAL. C. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 13 4020-A-1 STORM SEWER, TRENCHED, SDR 26 PVC, 6 IN. 14 4020-A-1 STORM SEWER, TRENCHED, RCP, 12 IN. 15 4020-A-1 STORM SEWER, TRENCHED, RCP, 15 IN. _? A. REFER TO B-SHEETS AND M-SHEETS FOR ADDITIONAL INFORMATION AND STORM SEWER LOCATIONS. B. RUBBER, CONFINED, O-RING OR PROFILE GASKET COMPLYING WITH ASTM C 443 SHALL BE USED. IF 36 IN OR SMALLER BELL AND SPIGOT JOINTS SHALL BE USED. C. PROPOSED STORM SEWER PLACED 12" OR LESS OVER EXISTING UTILITY WILL REQUIRE THE INSTALLATION OF A PIPE _ SUPPORT. PIPE SUPPORTS IN ACCORDANCE WITH SUDAS 3010.901 ARE INCIDENTAL TO THIS ITEM. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. E. STORM SEWER PIPE CONNECTIONS TO MANHOLES OR INTAKES SHALL INCLUDE A ELASTROMERIC GASKET THAT SURROUNDS THE PIPE AND ATTACHES WITH STAINLESS STEEL BANDS AND IS DESIGNED TO STOP THE MOVEMENT OF WATER ALONG THE _ INTERFACE BETWEEN A PIPE AND A SURROUNDING COLLAR ARE INCIDENTAL TO THIS BID ITEM. F. ALL ROOF DRAINS SHALL BE CONSTRUCTED OF SDR 26 PVC PIPE. CONNECTIONS FROM ROOF DRAINS TO PROPOSED STORM NO DATE BY REVISION DESCRIPTION Item No. I Item Code Description 16 4020-D 17 4010-G FITTINGS, AND LABOR TO INSTALL SADDLES SHALL BE CONSIDERED INCIDENTAL TO ROOF DRAIN INSTALLATION. REMOVAL OF STORM SEWER, RCP, 15 IN. mn nil 1'3 A. REFER TO R-SHEETS FOR STORM SEWER PIPE REMOVALS. •--� r B. ITEM SHALL INCLUDE THE DISPOSAL OF STORM SEWER PIPE. C. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. i STORM SEWER ABANDONMENT, FILL AND PLUG A. REFER TO R-SHEETS FOR LOCATIONS. B. ITEM SHALL INCLUDE THE FILL MATERIAL AND PLUGS. 18 4040-A SUBDRAIN, 6" HOPE, TYPE A, PERFORATED A. REFER TO B-SHEETS AND M-SHEETS FOR ADDITIONAL INFORMATION AND SUBDRAIN LOCATIONS. B. PIPE SHALL BE TYPE S CORRUGATED EXTERIOR AND SMOOTH INTERIOR MEETING THE REQUIREMENTS OF AASHTO M252 OR M249. 19 4040-C SUBDRAIN CLEANOUT, TYPE A-1 A. REFER TO M-SHEETS FOR SUBDRAIN AND ROOF DRAIN TABULATION AND LOCATIONS. B. SUBDRAIN CLEANOUTS ARE MEASURED ON A COUNT BASIS PER EACH AND THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH BASED ON THE PLAN QUANTITIY. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR FUNISHING ALL MATERIALS, EQUIPMENT, AND LABOR FOR THE INSTALLATION OF SUBDRAIN CLEANOUTS IN ACCORDANCE WITH THE CONTRACT. 20 4040-D SUBDRAIN CONNECTION TO INTAKE OR STORM SEWER A. REFER TO M-SHEETS FOR TABULATION AND LOCATIONS. B. ALL MATERIAL, LABOR, AND EQUIPMENT FOR CONNECTING STORM SEWER SERVICE STUBS TO SUBDRAIN SHALL BE INCIDENTAL E _ TO THIS BID ITEM. I C. OUTLETS THROUGH INTAKE WALLS SHALL BE CMP. 21 14040-D ROOF DRAIN CONNECTION TO EXISTING PIPE j A. THIS BID ITEM COVERS UNDERGROUND CONNECTIONS TO EXISTING PIPE. REFER TO M SHEETS FOR LOCATION AND DETAILS. B. CONNECT TO EXISTING ROOF DRAINS WITH FERNCO STRONG BACK RC 1000 SERIES COUPLING. 22 4040-999-A DOWNSPOUT SHOE I A. THIS ITEM IS FOR STORM CONNECTIONS ON THE FACE OF BUILDINGS. THIS BID ITEM SHALL INCLUDE THE INSTALLATION _ AND CONNECTION TO THE PROPOSED ROOF DRAIN. B. REFER TO B-SHEETS AND M-SHEETS FOR DETAIL AND LOCATION. _ C. CONNECT DOWNSPOUT SHOE TO EXISTING DOWNSPOUT WITH FERNCO FLEXIBLE DOWNSPOUT CONNECTORS WHICH SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. DIVISION 5 - WATER MAIN AND APPURTENANCES 23 _ 5010-A-1 WATER MAIN, TRENCHED, DIP, 6 IN. M -- SA'10-A-'I WATER MAIN TRENCHED DIP 12 IN REFER TO TABULATIONS IN THE C-SHEETS AND MWM-SHEETS FOR LOCATIONS AND DETAILS. CONTRACTOR SHALL COORDINATE ALL PRESSURE TESTING AND DISINFECTION WITH THE IOWA CITY WATER DEPARTMENT. WATER SERVICES SHALL BE MAINTAINED AT ALL TIMES TO STAGES OUTSIDE OF THE IMMEDIATE CONSTRUCTION AREA. ALL WATER MAIN WORK SHALL BE COORDINATED WITH THE IOWA CITY WATER DEPARTMENT. TIMING OF THE INSTALLATION OF RELOCATED WATER MAIN SHALL BE COORDINATED WITH EXISTING BUSINESSES TO MINIMIZE WATER SHUT OFFS WHICH MAY RESULT IN NECESSARY NIGHT WORK. . V-BIO POLYWRAP AND TRACER WIRE SYSTEM ARE INCIDENTAL TO THIS BID ITEM. . REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. . ALL JOINTS SHALL BE RESTRAINED USING NITRILE GRIPPER GASKETS WITH CL52 DIP FOR TRENCHED INSTALLATION, OR NITRILE GASKETS WITH CL5 RJIB DIP FOR TRENCHLESS INSTALLATIONS. . JOINT RESTRAINT AS INDICATED ON THE PLAN SET IS INCIDENTAL TO THIS ITEM. WATER MAIN INSTALLATION SHALL START AT WASHINGTON STREET AND TEST TOWARDS IOWA AVENUE. AFTER TESTING, SERVICES CAN BE TAPPED, TESTED AND TIED OVER. ONCE ALL SERVICES ARE ON THE NEW MAIN, THE OLD MAIN CAN BE ABANDONED AND THE NEW MAIN TIED IN AT IOWA AVENUE. THIS MAY REQUIRE TEMORARY CONNECTIONS AND FITTINGS WHICH SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. ITTINGS, DIP, 12 IN. A. REFER TO THE WATER MAIN FITTINGS TABULATION IN THE C-SHEETS AND THE MWM-SHEETS FOR LOCATIONS AND INFORMATION. B. THE WEIGHT OF THE FITTING IS DETERMINED BY THE SPECIFIED WEIGHT OF THE AWWA C110/C153 FITTING OR MANUFACTURERS EQUIVALENT STANDARD. C. ALL FITTINGS ARE TO BE RESTRAINED. RESTRAINTS ARE INCIDENTAL TO THIS ITEM. ADDITIONAL 26 _5010-D WATER SERVICE STUB, COPPER K, 1.5 IN. 27 5010-D WATER SERVICE STUB, COPPER K, 2.0 IN. A. REFER TO C-SHEETS FOR TABULATIONS AND MWM-SHEETS FOR PLACEMENT LOCATIONS. WATER SERVICES SHALL BE INSTALLED TO THE BUILDING. PROPOSED STOP BOX LOCATIONS ARE SHOWN IN THE MWM-SHEETS. FIELD VERIFY EXISTING CONNECTION LOCATIONS. C. TAPPING SADDLE AND CORP SHALL BE INCLUDED IN BID ITEM. _ D. ALL WATER SERVICES SHALL BE NITRILE GASKETED AND SHALL BE INCIDENTAL TO THIS BID ITEM. 28 5010-E WATER SERVICE PIPE, DIP, 4 IN. 29 5010-E WATER SERVICE PIPE, DIP, 6 IN. A. REFER TO TABULATIONS IN THE C-SHEETS AND MWM-SHEETS FOR LOCATIONS AND DETAILS. B. CONTRACTOR SHALL COORDINATE ALL PRESSURE TESTING AND DISINFECTION WITH THE IOWA CITY WATER DEPARTMENT. WATEF SERVICES SHALL BE MAINTAINED AT ALL TIMES TO STAGES OUTSIDE OF THE IMMEDIATE CONSTRUCTION AREA. ALL WATER SERVICE WORK SHALL BE COORDINATED WITH THE IOWA CITY WATER DEPARTMENT. TIMING OF THE INSTALLATION OF 10-29 ESTIMATE REFERENCE INFORMATION I Item No. I Item Code I Description 1 u1v1J Z - tHKlNWVKK 1 _ 2010-E _ _ EXCAVATION, CLASS 10, ROADWAY AND BORROW A. THIS BID ITEM INCLUDES 515 CY CUT. B. SUITABLE MATERIAL REMOVED FROM SUBGRADE EXCAVATION MAY BE USED FOR BACKFILLING.� C. OVERHAUL WILL NOT BE MEASURED OR PAID FOR,BUT SHALL BE CONSIDERED INCIDENTAL TO ROADWAY EXCAVATION. D. PAYMENT FOR THIS SHALL BE PAID BASED UPON PLAN QUANTITY. 2 2610-F BELOW GRADE EXCAVATION (CORE OUT) A. THIS BID ITEM HAS BEEN AS A CONTINGENCY IN THE EVENT THAT UNSUITABLE OR UNSTABLE SOIL IS ENCOUNTERED BELOW THE SUBBASE AND SHALL BE USED BY THE DISCRETION OF THE ENGINEER. B. PAYMENT FOR THIS ITEM WILL BE BASED ON THE ACTUAL QUANTITY INSTALLED AS MEASURED IN THE FIELD BY THE ENGINEER 3 2010-J SUBBASE, MODIFIED, 6 IN. 4 2010-3 SUBBASE, MODIFIED, 12 IN. A. REFER TO TYPICAL SECTIONS ON B-SHEETS, C-SHEETS, AND D SHEETS FOR PLACEMENT LOCATIONS. _ B. 6 IN. SUBBASE TO BE PLACED UNDER SIDEWALK AND 12 IN. SUBBASE TO BE PLACE UNDER ALL PCC ROADWAY PAVEMENT. C. RECYCLED MATERIAL WILL NOT BE ALLOWED. D. PRIOR TO PLACEMENT OF SUBBASE, CONTRACTOR SHALL COMPACT AND PROOF ROLL SUBGRADE. PROOF ROLLING SHALL MEET STANDARDS FOUND IN SUDAS SECTION 2010. PROOF ROLLING SHALL BE INCIDENTAL TO THIS BID ITEM. 5 2010-K-1 REMOVAL OF STRUCTURES, UTILITY 6 2010-K-3-A REMOVAL OF KNOWN PIPE AND CONDUIT, CONCRETE DUCT BANK A. THIS BID ITEM INCLUDES THE REMOVAL OF LUMENS FACILITIES AS SPECIFIED IN THE R-SHEETS. B. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 2010-K-1 REMOVALS, AS PER PLAN A. REFER TO C-SHEETS AND R-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. _ B. THIS IS A LUMP SUM ITEM AND NO MEASUREMENT WILL BE MADE. PAYMENT WILL BE THE CONTRACT LUMP SUM PRICE. LUMP SUM PRICE INCLUDES ALL MATERIAL, EQUIPMENT, BACKFILL AND LABOR NECESSARY FOR REMOVALS AS PER PLAN, AS INDICATED BY THE CONTRACT DOCUMENTS. C. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 8 4010-A-1 DIVISION 4 - SEWERS AND DRAINS _ SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 10 IN. A. REFER TO MSA-SHEETS FOR ADDITIONAL INFORMATION AND SANITARY SEWER LOCATION. B. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. C. PROPOSED SANITARY SEWER PLACED 12" OR LESS OVER AN EXISTING UTILTIY WILL REQUIRE THE INSTALLATION OF A PIPE SUPPORT IN ACCORDANCE WITH SUDAS 3010.901 DETAIL. PIPE SUPPORTS ARE INCIDENTAL TO THIS ITEM. _ D. SANITARY SEWER PIPE PENETRATIONS INTO STRUCTURES SHALL BE A FLEXIBLE WATERTIGHT SEAL. ALLOWABLE PRE-MANUFACTORED SEALS INCLUDE LINK -SEAL, A-LY, PSX-DIRECT DRIVE BOOTS OR ENGINEER APPROVED EQUAL. E. BYPASS PUMPING IS INCIDENTAL THIS THIS ITEM. THE CONTRACTOR IS RESPONSIBLE TO FURNISH ALL MATERIALS, LABOR, EQUIPMENT, AND MAINTENANCE NEEDED TO TEMPORARY PUMP THE EXISTING FLOW WHILE INSTALLATIONS AND . CONNECTION IS TAKING PLACE. _. 9 4010-A-1 SANITARY SEWER GRAVITY MAIN, TRENCHED, PVC TRUSS, 12 IN. A. REFER TO MSA-SHEETS FOR ADDITIONAL INFORMATION AND SANITARY SEWER LOCATION. _ B. THIS BID ITEM IS INTENDED TO BE USED FOR REPLACING SANITARY SEWER PIPE AT IOWA AVENUE AS DIRECTED BY ENGINEER. CITY RESERVES THE RIGHT TO DELETE ITEM AT NO ADDITIONAL COST SHOULD ENGINEER APPROVE PIPE CONDITION C. PROPOSED SANITARY SEWER PLACED 12" OR LESS OVER AN EXISTING UTILTIY WILL REQUIRE THE INSTALLATION OF A PIPE SUPPORT IN ACCORDANCE WITH SUDAS 3010.901 DETAIL. PIPE SUPPORTS ARE INCIDENTAL TO THIS ITEM'. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. E. BYPASS PUMPING IS INCIDENTAL THIS THIS ITEM. THE CONTRACTOR IS RESPONSIBLE TO FURNISH'ALL MATERIALS, LABOR, EQUIPMENT, AND MAINTENANCE NEEDED TO TEMPORARY PUMP THE EXISTING FLOW WHILE INSTALLATIONS AND CONNECTION IS TAKING PLACE. _ 10 4010-E SANITARY SEWER SERVICE STUB, PVC, 6 IN. A. REFER TO TABULATION AND MSA SHEETS FOR SERVICE LOCATIONS. _ B. SANITARY SEWER SERVICES ARE 6 INCH. VERIFY SERVICE MATERIAL AND DIAMETER WITH ENGINEER PRIORTO REMOVAL AND REPLACEMENT. 11 _ 4010-H REMOVAL OF SANITARY SEWER, VCP, 10 IN. 12 4010-H REMOVAL OF SANITARY SEWER PVC 12 IN. �......-._,...__,..... ...._.� A. REFER TO TABULATION AND R-SHEETS FOR SANITARY SEWER REMOVALS. _ B. BID ITEM INCLUDES, BUT NOT LIMITED TO EXCAVATION, REMOVAL, DISPOSAL, AND CAPPING OF PIPE AND FURNISHING_ PLACING, AND COMPACTING BACKFILL MATERIAL. C. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 13 4020 A-1 STORM SEWER, TRENCHED, SDR 26 PVC, 6 IN. / 14 4020-A-1 STORM SEWER, TRENCHED, RCP, 12 IN. T 15 4020-A-1 STORM SEWER, TRENCHED, RCP, 15 IN. A. REFER TO B-SHEETS AND M-SHEETS FOR ADDITIONAL INFORMATION AND STORM SEWER LOCATIONS. B. RUBBER, CONFINED, 0-RING OR PRRRgFILE GASKET COMPLYING WITH ASTM C 443 SHALL BE USED. IF 36 IN OR SMALLER BELL AND SPIGOT JOINTS SHALL BE USED. C. PROPOSED STORM SEWER PLACED 12" OR LESS OVER EXISTING UTILITY WILL REQUIRE THE INSTALLATION OF A PIPE SUPPORT. PIPE SUPPORTS,IN ACCORDANCE WITH SUDAS 3010.901 ARE INCIDENTAL TO THIS ITEM. �. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. E. STORM SEWER PIPE CONNECTIONS TO MANHOLES OR INTAKES SHALL INCLUDE A ELASTROMERIC GASKET THAT SURROUNDS THE PIPE AND ATTACHES WITH STAINLESS STEEL BANDS AND IS DESIGNED TO STOP THE MOVEMENT OF WATER ALONG THE INTERFACE BVJWEEN A PIPE AND A SURROUNDING COLLAR ARE INCIDENTAL TO THIS BID ITEM. F. ALL ROOF DRAINS SHALL BE CONSTRUCTED OF SDR 26 PVC PIPE. CONNECTIONS FROM ROOF DRAINS TO PROPOSED STORM PROJECT NO: 00221012,00 DESIGNED BY. T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE: 1116I2023 2:00:40 PM DRAWN BY. T. LECLAIR CAD FILE: c:\pw_wodcdilpw_ie1HM06329811221012_C_Sheets,xi m �NO DATE 1 BY REVISION DESCRIPTION t* Fou"m 1 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description i SEWER PIPE SHALL UTILIZE ROMAC INDUSTRIES, STYLE CB SADDLES AND FITTINGS (OR EQUIVALENT" ._ALL RIATt FITTINGS, AND LABOR TO INSTALL SADDLES SHALL BE CONSIDERED INCIDENTAL TO ROOF DRAIN INS�4ZATION. _ +# 16 4020-D REMOVAL OF STORM SEWER, RCP, 15 IN. �`IF A. REFER TO R-SHEETS FOR STORM SEWER PIPE REMOVALS. . Y . . B. ITEM SHALL INCLUDE THE DISPOSAL OF STORM SEWER PIPE. C. �r-17 REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL, AND COMPACTION REQUIR� 17 4010-G STORM SEWER ABANDONMENT, FILL AND PLUG A. _ REFER TO R-SHEETS FOR LOCATIONS. B. ITEM SHALL INCLUDE THE FILL MATERIAL AND PLUSS. 18 4040-A SUBDRAIN, 6" HDPE, TYPE A, PERFORATED f'jy A. REFER TO B-SHEETS AND M-SHEETS FOO�,ADDITIONAL INFORMATION AND SUBDRAIN LOCATIONS. B. PIPE SHALL BE TYPE S CORRUGATED -,EXTERIOR AND SMOOTH INTERIOR MEETING THE REQUIREMENTS OF AASHTO M252 OR M249. j 19 4040-C SUBDRAIN CLEANOUT, TYPE A. REFER TO M-SHEETS FOV SUBDRAIN AND ROOF DRAIN TABULATION AND LOCATIONS. B. SUBDRAIN CLEANOUT RE MEASURED ON A COUNT BASIS PER EACH AND THE CONTRACTOR WILL BE PAID THE CONTRACT UNIT PRICE PER EACH SED ON THE PLAN QUANTITIY. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR FUNISHING ALL MATERIALS, EqUfPMENT, AND LABOR FOR THE INSTALLATION OF SUBDRAIN CLEANOUTS IN ACCORDANCE WITH THE CONTRACT. 20 4040-D SUBDRAIN CONNECTION TO INTAKE OR STORM SEWER A. REFER TO M-SHEETS FOR TABULATION AND LOCATIONS. B. ALL MATERIAL, LABOR, AND EQUIPMENT FOR CONNECTING STORM SEWER SERVICE STUBS TO SUBDRAIN SHALL BE INCIDENTAL TO,THIS BID ITEM. C. PUTLETS THROUGH INTAKE WALLS SHALL BE CMP. 21 4040-D ARZOOF DRAIN CONNECTION TO EXISTING PIPE A. THIS BID ITEM COVERS UNDERGROUND CONNECTIONS TO EXISTING PIPE. REFER TO M SHEETS FOR LOCATION AND DETAILS. B. CONNECT TO EXISTING ROOF DRAINS WITH FERNCO STRONG BACK RC 1000 SERIES COUPLING. 22 404 999-A DOWNSPOUT SHOE A. THIS ITEM IS FOR STORM CONNECTIONS ON THE FACE OF BUILDINGS. THIS BID ITEM SHALL INCLUDE THE INSTALLATION AND CONNECTION TO THE PROPOSED ROOF DRAIN. B. REFER TO B-SHEETS AND M-SHEETS FOR DETAIL AND LOCATION. C. CONNECT DOWNSPOUT SHOE TO EXISTING DOWNSPOUT WITH FERNCO FLEXIBLE DOWNSPOUT CONNECTORS WHICH SHALL BE _ CONSIDERED INCIDENTAL TO THIS BID ITEM. DIVISION 5 - WATER MAIN AND APPURTENANCES 23 5010-A-1 WATER MAIN, TRENCHED, DIP, 6 IN. 24 5010-A-1 WATER MAIN, TRENCHED, DIP, 12 IN. A. REFER TO TABULATIONS IN THE C-SHEETS AND MWM-SHEETS FOR LOCATIONS AND DETAILS. B. CONTRACTOR SHALL COORDINATE ALL PRESSURE TESTING AND DISINFECTION WITH THE IOWA CITY WATER DEPARTMENT. WATER SERVICES SHALL BE MAINTAINED AT ALL TIMES TO STAGES OUTSIDE OF THE IMMEDIATE CONSTRUCTION AREA. ALL WATER MAIN WORK SHALL BE COORDINATED WITH THE IOWA CITY WATER DEPARTMENT. TIMING OF THE INSTALLATION OF RELOCATED WATER MAIN SHALL BE COORDINATED WITH EXISTING BUSINESSES TO MINIMIZE WATER SHUT OFFS WHICH MAY RESULT IN _ NECESSARY NIGHT WORK. C. V-BIO POLYWRAP AND TRACER WIRE SYSTEM ARE INCIDENTAL TO THIS BID ITEM. _ D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. E. ALL JOINTS SHALL BE RESTRAINED USING NITRILE GRIPPER GASKETS WITH CL52 DIP FOR TRENCHED INSTALLATION, OR NITRILE GASKETS WITH CL5 RJIB DIP FOR TRENCHLESS INSTALLATIONS. F. JOINT RESTRAINT AS INDICATED ON THE PLAN SET IS INCIDENTAL TO THIS ITEM. G. WATER MAIN INSTALLATION SHALL START AT WASHINGTON STREET AND TEST TOWARDS IOWA AVENUE. AFTER TESTING, SERVICES CAN BE TAPPED, TESTED AND TIED OVER. ONCE ALL SERVICES ARE ON THE NEW MAIN, THE OLD MAIN CAN BE ABANDONED AND THE NEW MAIN TIED IN AT IOWA AVENUE. THIS MAY REQUIRE TEMORARY CONNECTIONS AND FITTINGS WHICH SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. 25 5010-C-2 �' FITTINGS, DIP, 12 IN. A. REFER TO THE WATER MAIN FITTINGS TABULATION IN THE C-SHEETS AND THE MWM-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. B. THE WEIGHT OF THE FITTING IS DETERMINED BY THE SPECIFIED WEIGHT OF THE AWWA C110/C153 FITTING OR MANUFACTURERS EQUIVALENT STANDARD. C. ALL FITTINGS ARE TO BE RESTRAINED. RESTRAINTS ARE INCIDENTAL TO THIS ITEM. 29 D T WATER SERVICE STUB, COPPER K, 1.5 IN. WATER SERVICE STUB, COPPER K, 2.0 IN. A. REFER TO C-SHEETS FOR TABULATIONS AND MWM-SHEETS FOR PLACEMENT LOCATIONS. _,—__ _ _ B. WATER SERVICES SHALL BE INSTALLED TO THE BUILDING. PROPOSED STOP BOX LOCATIONS ARE SHOWN IN THE MWM-SHEETS. FIELD VERIFY EXISTING CONNECTION LOCATIONS. C. TAPPING SADDLE AND CORP SHALL BE INCLUDED IN BID ITEM. D. ALL WATER SERVICES SHALL BE NITRILE GASKETED AND SHALL BE INCIDENTAL TO THIS BID ITEM WATER SERVICE PIPE, DIP, 4 IN. WATER SERVICE PIPE, DIP, 6 IN. A. REFER TO TABULATIONS IN THE C-SHEETS AND MWM-SHEETS FOR LOCATIONS AND DETAILS. B. CONTRACTOR SHALL COORDINATE ALL PRESSURE TESTING AND DISINFECTION WITH THE IOWA CITY WATER DEPARTMENT. WATE SERVICES SHALL BE MAINTAINED AT ALL TIMES TO STAGES OUTSIDE OF THE IMMEDIATE CONSTRUCTION AREA. ALL WATER DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. Ci.2 ESTIMATE REFERENCE INFORMATION 10-29-02 ESTIMATE REFERENCE INFORMATION 1 10-29-02 Item No. I Item Code I Description RESULT IN NECESSARY NIGHT WORK. C. V-BIO POLYWRAP AND TRACER WIRE SYSTEM ARE INCIDENTAL TO THIS BID ITEM. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. E. ALL JOINTS SHALL BE RETRAINED USING NITRILE GRIPPER GASKETS WITH CL52 DIP FOR TRENCHED INSTALLATION, OR NITRILE GASKETS WITH CL53 RJIB DIP FOR TRENCHLESS INSTALLATIONS. F. ALL 4 IN. AND LARGER SERVICES WILL NEED FULL TESTING. SERVICES SHALL BE TAPPED OFF THE NEW MAIN WITH A TAPPING SLEEVE AND VALVE. TEMPORARY CONNECTIONS MAY BE REQUIRED FOR WATER SERVICES AT STAGE LIMITS IF THE CONTRACTOR CANNOT MAINTAIN PEDESTRAIN ACCESS. 30 5010-F WATER MAIN ABANDONMENT, CAP, 10 IN. A. REFER TO R-SHEETS AND MWM-SHEETS FOR LOCATIONS TO PLACE DIP MECHANICAL JOINT CAPS FOR WATERMAIN ABANDONMENT. B. ALL MATERIAL, LABOR, AND EQUIPMENT NEEDED TO ABANDON WATERMAIN SHALL BE INCIDENTAL TO THIS ITEM. C. WATER TIGHT CAPS SHALL BE INCIDENTAL TO THIS BID ITEM. 31 5010-H WATER MAIN REMOVAL, 6 IN. A. REFER TO R-SHEETS AND C-SHEETS FOR REMOVAL LOCATIONS. B. ALL MATERIAL, LABOR, AND EQUIPMENT NEEDED SHALL BE INCIDENTAL TO THIS ITEM. C. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 32 5020-A VALVE, GATE, 4 IN. 33 5020-A VALVE, GATE, 6 IN. 34 5020-A VALVE, GATE, 12 IN. 35 5020-B TAPPING VALVE ASSEMBLY, 4 IN. 36 5020-B TAPPING VALVE ASSEMBLY, 6 IN. A. REFER TO THE WATER VALVE TABULATION IN THE C-SHEETS AND THE MWM-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. B. ALL VALVES ARE TO BE RESTRAINED. RESTRAINTS ARE INCIDENTAL TO THIS ITEM. 37 5020-C FIRE HYDRANT ASSEMBLY A. REFER TO THE HYDRANT ASSEMBLY TABULATION IN THE C-SHEETS AND THE MWM-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. B. OPERATING NUT 1.5 INCHES, STANDARD PENTAGON C. PUMPER NOZZLE: ONE 4.25 IN INTEGRAL STORZ CONNECTION WITH 1.5 INCH PENTAGON NUT AND LATCH AND CHAINS. _ D. NOZZLE THREADS: NATIONAL STANDARD HOSE THREADS. E. MAIN VALVE NOMINAL OPENING SIZE: 4.5 INCHES ON MAINS SMALLER THAN 12 INCHES IN DIAMETER, 5.25 INCHES ON T MAINS 12 INCHES OR LARGER IN DIAMETER. F. REQUIRED HYDRANT EXTENSIONS ARE INCIDENTAL TO THIS ITEM. 38 5020-F VALVE BOX ADJUSTMENT, MINOR A. REFER TO R-SHEETS FOR VALVE ADJUSTMENT LOCATIONS. 39 5020-I FIRE HYDRANT ADJUSTMENT _ _� A. REFER TO R-SHEETS FOR HYDRANT ADJUSTMENT LOCATIbh 40 5020-J _ FIRE HYDRANT ASSEMBLY REMOVAL A. REFER TO C-SHEET TABULATIONS AND R-SHEETS FOR HYDRANT REMOVAL LOCATIONS. B. REMOVAL OF FIRE HYDRANT WILL BE MEASURED BY ACTUAL COUNT BY THE ENGINEER. INCLUDES REMOVAL OF AUXILIARY VALVE. C. THE CONTRACTOR SHALL BE PAID THE CONTRACT UNIT PRICE PER EACH FIRE HYDRANT AND AUXILIARY VALVE REMOVED. D. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS FOR THE REMOVAL OF HYDRANTS, PAD, FITTINGS, SPOOL, AND ALL OTHER HARDWARE. E. ALL REMOVED HYDRANTS SHALL BE SALVAGED AND STORED IN THE STAGING AREA. CONTRACTOR SHALL CONTACT THE IOWA CITY WATER DEPARTMENT WHEN HYDRANTS ARE READY FOR PICKUP. VALVE BOX REMOVAL A. REFER TO TABULATIONS AND R-SHEETS FOR VALVE REMOVAL LOCATIONS. B. ALL REMOVED VALVE BOXES SHALL BE SALVAGED AND STORED IN THE STAGING AREA. CONTRACTOR SHALL CONTACT THE IOWA CITY WATER DEPARTMENT WHEN VALVE BOXES ARE READY FOR PICKUP. DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER MANHOLE, SANITARY, SW-301, 48 IN. A. REFER TO MSA-SHEETS FOR LOCATION AND ADDITIONAL INFORMATION. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED UNLESS EXPANDED POLYPROPYLENE (PRO RINGS) ADJUSTMENT RINGS ARE USED. B. ALLOWABLE MANHOLE ADJUSTMENT RINGS INCLUDE REINFORCED CONCRETE OR EXPANDED POLYPROPYLENE. C. CASTINGS SHALL HAVE IOWA CITY LOGO. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. MANHOLE, STORM SEWER, SW-401, 48 IN. (TOP ONLY) A. REFER TO M-SHEETS FOR LOCATION AND ADDITIONAL INFORMATION. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED UNLESS EXPANDED POLYPROPYLENE (PRO RINGS) ADJUSTMENT RINGS ARE USED. B. ALLOWABLE ADJUSTMENT RINGS INCLUDE CONCRETE OR EXPANDED POLYPROPYLENE. C. CASTINGS SHALL HAVE IOWA CITY LOGO. D. UNIT PRICE INCLUDES, BUT IS NOT LIMITED TO, EXCAVATION, STRUCTURAL CONCRETE, REINFORCING STEEL, CASTINGS, AND ADJUSTMENT RINGS. E. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. MANHOLE, STORM SEWER, SW-401, 48 IN. A. REFER TO M-SHEETS FOR LOCATION AND ADDITIONAL INFORMATION. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAIR PROJECTDATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE: 11110/2023 3:50:29 PM DRAWN BY: T. LECLAIR CAD FILE: c:1pw wadcdiNw_ielttM06329811221012_C_Sheets.xi m NO DATE BY REVISION DESCRIPTION # roo.1 Item No. Item Code Description B. ALLOWABLE ADJUSTMENT RINGS INCLUDE CONCRETE OR EXPANDED POLYPROPYLENE. C. CASTINGS SHALL HAVE IOWA CITY LOGO. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPA 3€#TjIpIIREENTe, 45 6010-B INTAKE, STORM SEWER, SW-508 46 6010-B INTAKE, STORM SEWER, SW-510 { F 47 6010-B ! INTAKE, STORM SEWER, SW-511 48 6010-B ! INTAKE, STORM SEWER, SW-541 ,'^ ! _ A. REFER TO M-SHEETS FOR LOCATION AND ADDITIONAL INFORMATION. B. CASTINGS SHALL HAVE IOWA CITY LOGO. C. A STEEL NOSING W/ HEADED STUD ANCHORS SHALL BE ADDED TO ALL OPEN THROAT INTAKES. SEE B-SHEETS FOR DETAILS. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 49 6010-G CONNECTION TO EXISTING STRUCTURE B. ALL MATERIAL, LABOR, AND EQUIPMENT NEEDED SHALL BE INCIDENTAL TO THIS ITEM. 50 6010-H REMOVE MANHOLE 51 6010-H REMOVE INTAKE A. REFER TO R-SHEETS FOR REMOVAL LOCATIONS. B. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. DIVISION 7 - STREETS AND RELATED WORK 52 7010-A PAVEMENT, PCC, 9 IN., C-SUD 53 7010-A PCC, 9 IN., C-SUD, REINFORCED 54 7010-A __,"PAVEMENT, PAVEMENT, PCC, 11 IN., C-SUD (COLORED CROSSWALK BANDS) A. REFER TO B-SHEETS, TABULATIONS, AND L SHEETS FOR LOCATION AND INFORMATION. B. ALL PAVEMENT SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY, A MID -RANGE WATER REDUCER MAY BE USED. _ C. BID ITEM INCLUDES MATURITY TESTING. M D. THE TIME FOR OPENING PAVEMENT SHALL BE DETERMINED THROUGH THE USE OF MATURITY METHOD, PER IOWA DOT STANDARD SPECIFICATIONS. E. CONCRETE SHALL BE REINFORCED OVER STORM SEWER CROSSINGS. 55 7010-A PAVEMENT, PCC, TEMP, 6 IN. A. TEMPORARY PAVEMENT SHALL BE USED AT THE DISCRETION OF THE ENGINEER DURING CONSTRUCTION. B. CONTRACTOR SHALL BE RESPONSIBLE FOR A SAFE SURFACE. REPAIRS AND REPLACEMENT OF FAILED TEMPORARY PAVEMENT i WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 56 7010-E�i CURB AND GUTTER, 2 FT, 9 IN., C-SUD _ A. THIS BID ITEM SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY, _ A MID -RANGE WATER REDUCER MAY BE USED. B. REFER TO TABULATIONS AND L SHEETS FOR LOCATION AND INFORMATION. 60 7030-F UNIT PAVERS SIDEWALK WITH PAVEMENT BASE A. THIS BID ITEM INCLUDES PLACEMENT OF BRICKS WITH PAVEMENT SUBBASE AND ASPHALT SETTING BED AT THE IOWA AVE AND DUBUQUE ST INTERSECTION. B. REFER TO B-SHEETS FOR DETAIL. C. IT IS ANTICIPATED A SUFFICIENT AMOUNT OF BRICK IS ABLE TO BE SALVAGED AND REINSTALLED IN THE REDUCED BRICK PAVER AREA. IN THE EVENT ADDITIONAL BRICK IS REQUIRED DUE TO POOR CONDITION OF EXISTING, PAVER TYPE SHALL BORGERT BRICK IN COLORS: RED, CHAMOIS, AND BROWN. SUBMIT COLORS TO ENGINEER FOR REVIEW AND APPROVAL. D. ADDITIONAL BRICKS NEEDED SHALL BE INCIDENTAL TO THIS BID ITEM. REMOVAL OF SIDEWALK A. REFER TO TABULATIONS IN C-SHEETS AND R-SHEETS FOR LOCATIONS. PROPERLY DISPOSE OF ALL PAVEMENT OFF -SITE. B. EXISTING SIDEWALK IS ESTIMATED AT 4-INCH PCC. C. THE CITY WILL ACCEPT DISPOSAL OF REMOVED CONCRETE AT MESQUAKIE PARK OFF OF MCCOLLISTER BLVD. CONTRACTOR SHALL ENSURE REMOVED CONCRETE IS FREE OF DIRT AND OTHER FOREIGN MATERIALS. _ SIDEWALK, PCC, REINFORCED 4 IN., C-SUD SIDEWALK, PCC, 6 IN., C-SUD A. THIS BID ITEM SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY, A MID -RANGE WATER REDUCER MAY BE USED. B. REFER TO D SHEETS AND TABULATION FOR LOCATIONS. C. MODIFED 6 IN. SUBBASE, THICKENED EDGES, REINFORCING, AND JOINTING SHALL BE INCIDENTAL TO THIS BID ITEM. D. 6 IN. SHALL BE USED ON THE PROJECT EXCEPT OVER THE VAULTS SHALL BE 4 IN. E. REFER TO B-SHEETS FOR 4" PCC REINFORCING DETAILS. DETECTABLE WARNINGS A. REFER TO S-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. B. DETECTABLE WARNING PANELS SHALL BE CAST IRON PAINTED BRICK RED. CONTRACTOR TO SUBMIT COLOR TO THE CITY FOR APPROVAL. 62 7030-999-A PCC BAND BEHIND THE BACK OF CURB, C-SUD A. THIS BID ITEM SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY, A MID -RANGE WATER REDUCER MAY BE USED. B. REFER TO B-SHEETS AND LS-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. 63 7030-999-B PCC PLANTER CURB - BEAM CURB, C-SUD A. THIS BID ITEM SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY, DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. C.3 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. I Item Code Description RELOCATED WATER SERVICE SHALL BE COORDINATED WITH EXISTING BUSINESSES TO MINIMIZE WATER SHUT OFFS WHICH MAY RESULT IN NECESSARY NIGHT WORK. C. V-BIO POLYWRAP AND TRACER WIRE SYSTEM ARE INCIDENTAL TO THIS BID ITEM. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. _ E. ALL JOINTS SHALL BE RETRAINED USING NITRILE GRIPPER GASKETS WITH CL52 DIP FOR TRENCHED INSTALLATION,— OR NITRILE GASKETS WITH CL53 RJIB DIP FOR TRENCHLESS INSTALLATIONS. _ F. ALL 4 IN. AND LARGER SERVICES WILL NEED FULL TESTING. SERVICES SHALL BE TAPPED OFF THE NEW MAIN WITH A TAPPING SLEEVE AND VALVE. TEMPORARY CONNECTIONS MAY BE REQUIRED FOR WATER SERVICES AT STAGE LIMITS IF THE CONTRACTOR CANNOT MAINTAIN PEDESTRAIN ACCESS. 30 5010-F WATER MAIN ABANDONMENT CAP 10 IN. — A. REFER TO R-SHEETS AND MWM-SHEETS FOR LOCATIONS TO PLACE DIP MECHANICAL JOINT CAPS FOR WATERMAIN ABANDONMENT. B. ALL MATERIAL, LABOR, AND EQUIPMENT NEEDED TO ABANDON WATERMAIN SHALL BE_ INCIDENTAL TO THIS ITEM. C. WATER TIGHT CAPS SHALL BE INCIDENTAL TO THIS BID ITEM. 31 5010-H WATER MAIN REMOVAL, 6 IN. A. REFER TO R-SHEETS AND C-SHEETS FOR REMOVAL LOCATIONS. B. ALL MATERIAL, LABOR AND EQUIPMENT NEEDED SHALL BE INCIDENTAL TO THIS ITEM. C. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION .REQUIREMENTS. 34 33 34 35 36 5020-A_1VALVE, GATE, 4 IN. 5020-A VALVE, GATE, 6 IN. 5020 A I VALVE, GATE, 12 IN 5020-B TAPPING VALVE ASSEMBLY 4 IN. 5020-6TAPPING VALVE ASSEMBLY, 6 IN. A. REFER TO THE WATER VALVE TABULATION IN THE C-SHEETS AND THE MWM-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. B. ALL VALVES ARE TO BE RESTRAINED. RESTRAINTS ARE INCIDENTAL TO THIS ITEM. �38 5020-F 39 5020-I 41 42 43 FIRE HYDRANT ASSEMBLY A. REFER TO THE HYDRANT ASSEMBLY TABULATION IN THE C-SHEETS AND THE MWM-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. B. OPERATING NUT 1.5 INCHES, STANDARD PENTAGON C. PUMPER NOZZLE: ONE 4.25 IN INTEGRAL STORZ CONNECTION WITH 1.5 INCH PENTAGON NUT AND LATCH AND CHAINS. D. NOZZLE THREADS: NATIONAL STANDARD HOSE THREADS. � E. MAIN VALVE NOMINAL OPENING SIZE: 4.5 INCHES ON MAINS SMALLER THAN 12 INCHES IN DIAMETER, 5.25 INCHES ON MAINS 12 INCHES OR LARGER IN DIAMETER. F. REQUIRED HYDRANT EXTENSIONS ARE INCIDENTAL TO THIS ITEM. VALVE BOX ADJUSTMENT, MINOR A. REFER TO R-SHEETS FOR VALVE ADJUSTMENT LOCATIONS. FIRE HYDRANT ADJUSTMENT A. REFER TO R-SHEETS FOR HYDRANT ADJUSTMENT LOCATIONS. FIRE HYDRANT ASSEMBLY REMOVAL A. REFER TO C-SHEET TABULATIONS AND R-SHEETS FOR HYDRANT REMOVAL LOCATIONS- B. _ B. REMOVAL OF FIRE HYDRANT WILL BE MEASURED BY ACTUAL COUNT BY THE ENGINEER. INCLUDESREMOVALOF AUXILIARY VALVE. .. -. C. THE CONTRACTOR SHALL BE PAID THE CONTRACT UNIT PRICE PER EACH FIRE�HYDRANT AND AUXILIARY VALVE REMOVED. D. THIS SHALL BE CONSIDERED FULL COMPENSATION FOR FURNISHING ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS FOR THE REMOVAL OF HYDRANTS, PAD, FITTINGS, SPOOL, AND ALL OTHER HARDWARE. E. ALL REMOVED HYDRANTS SHALL BE SALVAGED AND STORED IN THE STAGING AREA. CONTRACTOR SHALL CONTACT THE IOWA CITY WATER DEPARTMENT WHEN HYDRANTS ARE READY FOR PICKUP. �GLb-L VALVE BOX REMOVAL A. REFER TO TABULATIONS AND R-SHEETS FOR VALVE REMOVAL LOCATIONS. B. ALL REMOVED VALVE BOXES SHALL BE SALVAGED AND STORED IN THE STAGING AREA. CONTRACTOR SHALL CONTACT THE IOWA CITY WATER DEPARTMENT WHEN VALVE BOXES ARE READY FOR PICKUP. DIVISION 6 - STRUCTURES FOR SANITARY AND STORM SEWER 6010-A MANHOLE, SANITARY, SW-301, 48 IN. _! A. REFER TO MSA-SHEETS FOR LOCATION AND ADDITIONAL INFORMATION. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED UNLESS EXPANDED POLYPROPYLENE (PRO jVINGS) ADJUSTMENT RINGS ARE USED. B. ALLOWABLE MANHOLE ADJUSTMENT RINGS'INCLUDE REINFORCED CONCRETE OR EXPANDED POLYPROPYLENE. _ C. CASTINGS SHALL HAVE IOWA CITY L06U. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. 6010-A MANHOLE, STORM SEWER, SW-401, 48 IN. (TOP ONLY) A. REFER TO M-SHEETS FOR LOCATION AND ADDITIONAL INFORMATION. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED _ UNLESS EXPANDED POLYPROPYLENE (PRO RINGS) ADJUSTMENT RINGS ARE USED. B. ALLOWABLE ADJUSTMENT RINGS INCLUDE CONCRETE OR EXPANDED POLYPROPYLENE. C. CASTINGS SHALL HAVE IOWA CITY LOGO. D. UNIT PRICE INCLUDES ` BUT IS NOT LIMITED TO, EXCAVATION, STRUCTURAL CONCRETE, RNCICA FORNG STEEL, STINGS�, AND ADJUSTMENT RIN EI E. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. MANHOLE, STORM SEWER, SW-401, 48 IN. A. REFER TO M-SHEETS FOR LOCATION AND ADDITIONAL INFORMATION. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED ._�..._. I IN FCC FYDAMnFn Dnl VDDl1DVI FNF (DR(1 RTNf,C1 Ah 111C TMFNT DTNrC AD IIC FII NO DATE BY REVISION DESCRIPTION 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description o r -j B. ALLOWABLE ADJUSTMENT RINGS INCLUDE CONCRETE OR EXPANDED POLYPROPYLENE. _ C. CASTINGS SHALL HAVE IOWA CITY LOGO.CD D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION _ . REQUIRENIE,.N!TS. F 45 6010-B INTAKE, STORM SEWER, SW-508 46 6010-B INTAKE, STORM SEWER, SW-510 47 6010-B INTAKE, STORM SEWER, SW-511 48 6010-B INTAKE, STORM SEWER, SW-541 A. REFER TO M-SHEETS FOR LOCATION AND ADDITIONAL INFORMATION. B. CASTINGS SHALL HAVE IOWA CITY LOGO. C. A STEEL NOSING W1 HEADED STUD ANCHORS SHALL BE ADDED TO ALL OPEN THROAT INTAKES. SEE @'SHEETS VbR DETAILS. D. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. -- Cm 49 6010-G CONNECTION TO EXISTING STRUCTURE B. ALL MATERIAL, LABOR, AND EQUIPMENT NEEDED SHALL BE INCIDENTAL TO THIS ITEM. 50 6010-H REMOVE MANHOLE _; 51 — 6010-H_ REMOVE INTAKE A. REFER TO R-SHEETS FOR REMOVAL LOCATIONS. -- �» B. REFER TO CITY SUPPLEMENTAL SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. DIVISION_I,-", STREETS AND RELATED WORK 52 — 7010-A4-PjAV PAVEME , PCC, 9 IN., C-SUD 53_ 7010-A NT, PCC, 9 IN., C-SUD, REINFORCED 54 7010-A MENT, PCC, 11 IN., C-SUD (COLORED CROSSWALK BANDS) v A. REFER TO B-SHEETS, TABULATIONS, AND L SHEETS FOR LOCATION AND INFORMATION. B. ALL PAVEMENT SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY, A MID -RANGE WATER REDUCER MAY BE USED. _ C. BID ITEM INCLUDES MATURITY TESTING. D. THE TIME FOR OPENING PAVEMENT SHALL BE DETERMINED THROUGH THE USE OF MATURITY METHOD, PER IOWA DOT STANDARD _ SPECIFICATIONS. E. CONCRETE SHALL BE REINFORCED OVER STORM SEWER CROSSINGS. 55 7010-A PAVEMENT, PCC, TEMP, 6 IN. A. TEMPORARY PAVEMENT SHALL BE USED AT THE DISCRETION OF THE ENGINEER DURING CONSTRUCTION. _ B. CONTRACTOR SHALL BE RESPONSIBLE FOR A SAFE SURFACE. REPAIRS AND REPLACEMENT OF FAILED TEMPORARY PAVEMENT — WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. _CURB AND GUTTER, 2 FT, 9 IN., C-SUD A. THIS BID ITEM SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY,_ A MID -RANGE WATER REDUCER MAY BE USED. B. REFER TO TABULATIONS AND L SHEETS FOR LOCATION AND INFORMATION. UNIT PAVERS SIDEWALK WITH PAVEMENT BASE g A. THIS BID ITEM INCLUDES PLACEMENT OF BRICKS WITH PAVEMENT SUBBASE AND ASPHALT SETTING BED AT THE IOWA AVE AND DUBUQUE ST INTERSECTION. B. REFER TO B-SHEETS FOR DETAIL. C. IT IS ANTICIPATED A SUFFICIENT AMOUNT OF BRICK IS ABLE TO BE SALVAGED AND REINSTALLED IN THE REDUCED BRICK �PAVER AREA. IN THE EVENT ADDITIONAL BRICK IS REQUIRED DUE TO POOR CONDITION OF EXISTING, PAVER TYPE SHALL BE; BORGERT BRICK IN COLORS: RED, CHAMOIS, AND BROWN. SUBMIT COLORS TO ENGINEER FOR REVIEW AND APPROVAL. D. ADDITIONAL BRICKS NEEDED SHALL BE INCIDENTAL TO THIS BID ITEM. 58 7030-A OF SIDEWALK _REMOVAL A. REFER TO TABULATIONS IN C-SHEETS AND R-SHEETS FOR LOCATIONS. PROPERLY DISPOSE OF ALL PAVEMENT OFF -SITE. B. EXISTING SIDEWALK IS ESTIMATED AT 4-INCH PCC. C. THE CITY WILL ACCEPT DISPOSAL OF REMOVED CONCRETE AT MESQUAKIE PARK OFF OF MCCOLLISTER BLVD. CONTRACTOR SHALL ENSURE REMOVED CONCRETE IS FREE OF DIRT AND OTHER FOREIGN MATERIALS. 59 7030-F SIDEWALK, PCC, REINFORCED 4 IN., C-SUD 60 7030-F PCC, 6 IN., C-SUD _ _SIDEWALK, _ A. THIS BID ITEM SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY,—. A MID -RANGE WATER REDUCER MAY BE USED. B. REFER TO D SHEETS AND TABULATION FOR LOCATIONS. C. MODIFED 6 IN. SUBBASE, THICKENED EDGES, REINFORCING, AND JOINTING SHALL BE INCIDENTAL TO THIS BID ITEM. _ D. 6 IN. SHALL BE USED ON THE PROJECT EXCEPT OVER THE VAULTS SHALL BE 4 IN. E. REFER TO B-SHEETS FOR 4" PCC REINFORCING DETAILS. 61 7030-G DETECTABLE WARNINGS _ A. REFER TO S-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. B. DETECTABLE WARNING PANELS SHALL BE CAST IRON PAINTED BRICK RED. CONTRACTOR TO SUBMIT COLOR TO THE CITY FOR _ APPROVAL 62i 7030-999-A PCC BAND BEHIND THE BACK OF CURB, C-SUD A. THIS BID ITEM SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY, A MID -RANGE WATER REDUCER MAY BE USED. B. REFER TO B-SHEETS AND LS-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. 63 7030-999-B PLANTER CURB - BEAM CURB, C-SUD _ _ _PCC A. THIS BID ITEM SHALL USE C-SUD MIX WITH 3% MAXIMUM CARBON CURE PORTLAND CEMENT REDUCTION. FOR WORKABILITY— - A MTII_DAM(_'F I.IATFD Dcnii'FD MAV RF imm 10-29 ESTIMATE REFERENCE INFORMATION Item No. I Item Code I Description 64 7030-999-C BRICK REMOVAL A. THIS BID ITEM INCLUDES THE REMOVAL AND SALVAGE OF BRICKS, REMOVAL OF ASPHALT SETTING BED, AND REMOVAL OF PCC SUBBASE. B. SEE R-SHEETS FOR LOCATIONS. 65 7040-H PAVEMENT REMOVAL A. REFER TO TABULATION IN C-SHEETS AND R-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. PROPERLY DISPOSE OF ALL PAVEMENT OFF -SITE. B. EXISTING PAVEMENT THICKNESS VARIES. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION. C. PAVEMENT REMOVAL SHALL BE FULL PANELS AND EXTEND INTO THE NEAREST FULL PANEL AT LEAST 3-FEET BEYOND TRENCH _ LIMITS, UNLESS APPROVED BY THE ENIGNEER. D. THE CITY WILL ACCEPT DISPOSAL OF REMOVED CONCRETE AT MESQUAKIE PARK OFF OF MCCOLLISTER BLVD. CONTRACTOR SHALL ENSURE REMOVED CONCRETE IS FREE OF DIRT AND OTHER FOREIGN MATERIALS. _ DIVISION 8 - TRAFFIC CONTROL 66 '8010-999-B LIGHTING POLES, PEDESTRIAN LIGHTING 67 8010-999-C LIGHTING POLES, ROADWAY AND PEDESTRIAN LIGHTING A. REFER TO P-SHEETS FOR DETAILS AND LOCATIONS. 68 8010-999-D CATENARY LIGHTING A. CONTRACTOR TO PROVIDE AN EXAMPLE OF INSTALLATION IN STAGING AREA AT 21 SOUTH LINN STREET, OR PRESENT A i DEMO OF OPERATION. B. VISA CATENARY LIGHT FIXTURE DIRECT MOUNT SYSTEM WILL NEED TO BE MODIFIED TO BE MOUNTED TO THE 3/8" DIAMETER CABLE. 69 L 8010-999-E ELECTRICAL CIRCUITS 70 8010-999-F COMMUNICATION CIRCUITS A. REFER TO P-SHEETS FOR DETAILS. B THIS BID ITEM IS A LUMP SUM ITEM AND SHALL INCLUDE ALL CONDUIT, TRACER WIRE, PULL ROPE, WIRING AND CABLE, _ CABINETS, CONTROLS, BOLLARD PEDESTALS, AND PLANTING PEDESTALS. ALL INSTALLATION IS INCIDENTAL TO THIS BID ITEM. 71 8010-999-G HANDHOLE, TYPE II -- t — — A. REFER TO P-SHEETS FOR DETAILS AND LOCATION. • B. THIS BID ITEM INCLUDES 9 HANDHOLES FOR THE ELECTRIC CIRCUITS AND 7 HANDHOLES FOR THE COMMUNICATION CONDUITS. C. THIS BID ITEM INCLUDES HH-17 TYPE II AASHTO H-20 LOAD RATING HANDHOLE. 72_ 1— 8010-999-H CAMERA, PANORAMIC A. REFER TO P-SHEETS FOR DETAILS AND LOCATION. ... B. PANORAMIC CAMERA SHALL BE AXIS P3727-PLE. 73 8010-999-I CAMERA, PTZ A. REFER TO P-SHEETS FOR DETAILS AND LOCATION. B. PTZ CAMERA SHALL BE AXIS Q6315-LE. 74 ! 8020-C PAINTED PAVEMENT MARKINGS, WATERBORNE HIGH -BUILD 75 8020-G PAINTED SYMBOLS AND LEGENDS A. REFER TO TABULATIONS IN C-SHEETS AND N-SHEETS FOR LOCATIONS AND TYPES OF MARKINGS. 76 8030-A TEMPORARY TRAFFIC CONTROL A. REFER TO ]-SHEETS FOR STAGING AND TRAFFIC CONTROL DETAILS. B. A WRITTEN TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE WORK BEGINS. ADDITIONAL CLOSURES NECESSARY TO ACCOMMODATE CHANGES TO CONSTRUCTION STAGING SHALL BE INCIDENTAL TO THIS BID ITEM. C. SIDEWALK CLOSURES AND PEDESTRIAN PATH CLOSURES SHALL BE IN ACCORDANCE WITH SUDAS 8030.117 AND WILL BE INCIDENTAL TO THE TRAFFIC CONTROL PLAN. D. FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY LIGHTING SHALL BE INCIDENTAL TO THIS BID ITEM. E. FURNISHING, INSTALLING, AND MAINTAINING 6 FOOT TEMPORARY FENCE SHALL BE INCIDENTAL TO THIS BID ITEM. ADDITIONAL SETUPS AND/OR ADJUSTMENTS TO THE FENCE LAYOUT SHALL BE INCIDENTAL TO THIS BID ITEM. 77 8030-999-A TEMPORARY BUSINESS ACCESS SIGN A. REFER TO ]-SHEETS FOR ADDITIONAL INFORMATION AND PROPOSED LOCATIONS. B. ADDITIONAL QUANTITY OF ACCESS SIGNS ARE INCLUDED TO ACCOUNT FOR CHANGES IN TEMPORARY ACCESS AND FOR ADDITIONAL BUSINESS ACCESS SIGNAGE TO BE INCLUDED AS DIRECTED BY THE ENGINEER DURING CONSTRUCTION. 78 8030-999-B PORTABLE DYNAMIC MESSAGE BOARD A. PORTABLE DYNAMIC MESSAGE BOARD (PDMS) WILL BE PLACED AT DUBUQUE STREET AND IOWA AVENUE INTERSECTION FOR 14 DAYS PRIOR TO START OF CONSTRUCTION. B. PAYMENT IS FULL COMPENSATION FOR FURNISHING, PLACING, OPERATION, MAINTENANCE, AND REMOVAL OF PDMS. DIVISION 9 - SITE WORK AND LANDSCAPING 79 9030-B� �� PLANTS WITH WARRANTY, DECIDOUS TREE, B&B 80 9030-B PLANTS WITH WARRANTY, ORNAMENTAL TREE, B&B 81 9030-B ` PLANTS WITH WARRANTY, PERENNIAL PLANT 82 9030-B PLANTS WITH WARRANTY, BULB �I! A. REFER TO LS-SHEETS AND SPECIFICATIONS 32 93 00. B. PLANTS WITH WARRANTY, FURNISHED, INSTALLED, AND MAINTAINED PER PLANS, DETAILS, AND SPECIFICATIONS C. ALL ROOT BURLAP, WIRE BASKETS, AND TWINE SHALL BE REMOVED BEFORE PLANT MATERIALS ARE PLANTED. PROJECT NO: 00221012.00 DESIGNED BY: T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE: 11110/2023 3.50:29 PM DRAWN BY: T. LECLAIR CAD FILE: c:lpw-w rkdi6pw ie1ttNdO6329811221012_C_Sheets dsm NO DATE BY REVISION DESCRIPTION t� Fou11 10-29 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description A. PAYMENT AND MANAGEMENT OF THE SWPPP SHALL BE IN ACCORDANCE WITH SECTION 9040, DIVISION 9 OF THE SUDAS SPECIFICATIONS. f1i;.t ,) 84 9040-T-1 INLET PROTECTION DEVICE, INSTALLATION 85 9040-T-2 INLET PROTECTION DEVICE, MAINTENANCE A. INSTALL AT STORM SEWER INLETS THROUGHOUT THE PROJECT. B. KEEP IN PLACE UNTIL PROJECT IS COMPLETE. 86 ! 0000-999-A BOLLARD, STEEL, 6 IN. DIA., POWDERED COATED YELLOW, WITH SLEEVE A. BOLLARD SHALL BE HELIX LOCK SERIES HL2005 (OR EQUIVALENT) AS SHOWN IN THE B-SHEETS. _ B. FOOTING SHALL BE BASED ON DESIGN LOAD OF 10,000 LB AND ACTUAL BOLLARD DIAMERTER OF 5.625 IN. AS OUTLINED BY THE MANUFACTURER. REFER TO B-SHEETS FOR DETAIL. C. FOOTING SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. 87�_ 0-999-B BOLLARD STEEL 6 IN. DIA. POWDERED COATED YELLOW STANDARD A. REFER TO B-SHEETS FOR DETAILS AND L-SHEETS FOR LOCATIONS. B. FOOTING SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. 88 0000-999-C PARKING METER POST A. PARKING METER WILL BE SUPPLIED BY CITY AND INSTALLED BY THE CONTRACTOR. 89 0000-999-D REMOVE EXISTING TREES A. REFER TO R-SHEETS. REMOVE AND LEGALLY DISPOSE OF TREE AND GRIND STUMP COMPLETELY. 90 0000-999-E CU-SOIL STRUCTURAL SOIL - 3 FT. DEPTH A. REFER TO LS-SHEETS AND SPECIFICATIONS 31 50 00. B. FURNISHED AND INSTALLED PER PLANS, DETAILS, AND SPECIFICATIONS. 91 0000-999-F LEAF MULCH - 2 IN. DEPTH 92 0000-999-G AT -GRADE PLANTING SOILS - 3 FT. DEPTH A. REFER TO LS-SHEETS AND SPECIFICATIONS 32 93 00. B. FURNISHED AND INSTALLED PER PLANS, DETAILS, AND SPECIFICATIONS. 93 0000-999-H IRRIGATION SYSTEM A. REFER TO LS-SHEETS AND SPECIFICATIONS 32 84 00. B. BID ITEM INCLUDES MAIN LINES, CONTROL WIRE, VALVES, QUICK COUPLERS, SLEEVES, DIRECTIONAL BORE AND CONNECTION TO EXISTING WASHINGTON STREET SYSTEM. C. FURNISHED AND INSTALLED PER PLANS, DETAILS, AND SPECIFICATIONS. 94 0000-999-I LIMESTONE BLOCK AT THRESHOLD - TYPE A 95 0000-999-3 LIMESTONE BLOCK AT THRESHOLD - TYPE B 96 0000-999-K LIMESTONE BLOCK AT MIDBLOCK - TYPE C A. REFER TO LS-SHEETS. B. FURNISHED AND INSTALLED PER PLANS AND DETAILS, INCLUDING SHOP DRAWINGS. C. REINFORCED FOOTING SHALL BE INCIDENTAL TO BID ITEM. 97 0000-999-L KIOSK A. REFER TO LS-SHEETS AND SEE SPECIFICATIONS 32 33 00. B. INSTALLED PER PLANS AND DETAILS, INCLUDING SHOP DRAWINGS. C. REINFORCED FOOTING SHALL BE INCIDENTAL TO BID ITEM. 98 0000-999-M BIKE RACK 99 0000-999-N LITTER RECEPTACLE 100 0000-999-0 BENCH • A. REFER TO LS-SHEETS AND SPECIFICATIONS 32 33 00. B FURNISHED AND INSTALLED PER PLANS, DETAILS, AND SPECIFICATIONS. DIVISION 11 - MISCELLANEOUS 101 it 010-A CONSTRUCTION SURVEY A. REFER TO CONTROL POINT AND ALIGNMENT TABULATIONS ON THE G SHEETS. ._..��....� B. THIS ITEM INCLUDES ALL SURVEY WORK NECESSARY FOR THE CONTRUCTION OF THIS PROJECT AS INTENTED BY THE CONTRACT DOCUMENTS AND APPROVED REVISIONS, INCLUDING STAKING FOR CURB RAMPS. _ + C. ADDITIONAL SURVEY WORK REQUIRED TO RESTAKE SURVEY POINTS DISTURBED DURING CONSTRUCTION WILL NOT BE PAID FOR SEPERATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CONTRACTOR SHALL PROTECT SURVEY STAKES OR REPLACE AS NEEDED WITH NO ADDITIONAL COMPENSATION. 102-11,020-A MOBILIZATION A. PAYMENT AND MOBILIZATION SHALL BE IN ACCORDANCE WITH SECTION 11020, PART 1.08 OF THE SUDAS SPECIFICATION. 103 CONCRETE WASHOUT .11,050=A A. INCLUDED FOR INSTALLATION AND REMOVAL OF CONCRETE WASHOUTS TO BE USED DURING CONSTRUCTION. 104 2599 99-9910 VAULT STRUCTURAL SLAB, 1 S DUBUQUE ST 105 2599-999910 VAULT STRUCTURAL SLAB, 5 S DUBUQUE ST 106 2599-999910 VAULT STRUCTURAL SLAB, 7 S DUBUQUE ST 107 2599-999910 VAULT STRUCTURAL SLAB, 9 S DUBUQUE ST 108 2599-999910 VAULT STRUCTURAL SLAB, 11 S DUBUQUE ST 109 2599-999910 VAULT STRUCTURAL SLAB, 19 S DUBUQUE ST 110 2599-999910 VAULT ABANDONMENT AND FILLING, 23 S DUBUQUE ST DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. CA 100-4A 10-29-02 ESTIMATE REFERENCE INFORMATION 100-4A 10-29-02 ESTIMATE REFERENCE INFORMATION Item No. Item Code Description Item No. Item Code Description B. REFER TO B-SHEETS AND LS-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. SPECIFICATIONS. 64 7030-999-C " BRICK REMOVAL 84 9040-T-1 INLET PROTECTION DEVICE, INSTALLATION A. THIS BID ITEM INCLUDES THE REMOVAL AND SALVAGE OF BRICKS, REMOVAL OF ASPHALT SETTING BED, AND REMOVAL OF 85 9040-T-2 INLET PROTECTION DEVICE, MAINTENANCE PCC SUBBASE. A. INSTALL AT STORM SEWER INLETS THROUGHOUT THE PROJECT. - B. SEE R-SHEETS FOR LOCATIONS. B. KEEP IN PLACE UNTIL PROJECT IS COMPLETE. 65 7040-H PAVEMENT REMOVAL 86�­a 0000-999-A BOLLARD, STEEL, 6 IN. DIA., POWDERED COATED YELLOW, WITH SLEEVE A. REFER TO TABULATION IN C-SHEETS AND R-SHEETS FOR LOCATIONS AND ADDITIONAL INFORMATION. PROPERLY DISPOSE OF A. BOLLARD SHALL BE HELIX LOCK SERIES HL2005 (OR EQUIVALENT) AS SHOWN IN �tW -SHEETS. ALL PAVEMENT OFF -SITE. B. FOOTING SHALL BE BASED ON DESIGN LOAD OF 10,000 LB AND ACTUAL BOLLAREV`DIAMERTER OF 5.625 IN. AS OUTLINED BY e B. EXISTING PAVEMENT THICKNESS VARIES. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION. THE MANUFACTURER. REFER TO B-SHEETS FOR DETAIL. C. PAVEMENT REMOVAL SHALL BE FULL PANELS AND EXTEND INTO THE NEAREST FULL PANEL AT LEAST 3-FEET BEYOND TRENCH — _ C. FOOTING SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM LIMITS, UNLESS APPROVED BY THE ENGGNEER. _ D. THE CITY WILL ACCEPT DISPOSAL OF REMOVED CONCRETE AT MESQUAKIE PARK OFF OF MCCOLLISTER BLVD, 87 0000-999-B BOLLARD, STEEL, 6 IN. DIA., POWDERED COATED YELLOW, ST RD CONTRACTOR SHALL ENSURE REMOVED CONCRETE IS FREE OF DIRT AND OTHER FOREIGN MATERIALS. A. REFER TO B-SHEETS FOR DETAILS AND L-SHEETS FOR LOCATIONS. B. FOOTING SHALL BE CONSIDERED INCIDENTAL TO THIS,19ID ITEM. _ DIVISION 8 - TRAFFIC CONTROL>` 66 8010-9994 LIGHTING POLES, PEDESTRIAN LIGHTING 88 0000-999-C PARKING METER POST -' 67 8010-999-C LIGHTING POLES, ROADWAY AND PEDESTRIAN LIGHTING _ A. PARKING METER WILL BE SUPPLIED BY CITY AND INSTALLED BY THE CONTRACTOR. _ A. REFER TO P-SHEETS FOR DETAILS AND LOCATIONS. 89­­ 0000-999-D REMOVE EXISTING TREES 68 8010-999-D CATENARY LIGHTING i A. REFER TO R-SHEETS. REMOVE AND LEGALLY DISPOSE OF TREE AND GRIND STUMP COMPLETELY. A. CONTRACTOR TO PROVIDE AN EXAMPLE OF INSTALLATION IN STAGING AREA AT 21 SOUTH LINN STREET, OR PRESENT A DEMO OF OPERATION. 90 0000-999-E CU-SOIL STRUCTURAL SO;,-1 3 FT. DEPTH B. LUMOS CATENARY LIGHTS WILL NEED TO BE MODIFIED FOR THE 3/8" DIAMETER CABLE._ A. REFER TO LS-SHEETS8 AND SPECIFICATIONS 31 50 00. NSTALLED B. FURNISHED D,. PER PLANS, DETAILS, AND SPECIFICATIONS. 69 8010-999-E ELECTRICAL CIRCUITS 70 8010-999-F COMMUNICATION CIRCUITS 91 0000-999-F LEAF MUL 2 IN. DEPTH A. REFER TO P-SHEETS FOR DETAILS. 92 0000-999-G AT-G PLANTING SOILS - 3 FT. DEPTH T _� B. THIS BID ITEM IS A LUMP SUM ITEM AND SHALL INCLUDE ALL CONDUIT, TRACER WIRE, PULL ROPE, WIRING AND CABLE, A. FER TO LS-SHEETS AND SPECIFICATIONS 32 93 00. _ CABINETS, CONTROLS, BOLLARD PEDESTALS, AND PLANTING PEDESTALS. ALL INSTALLATION IS INCIDENTAL TO THIS BID FURNISHED AND INSTALLED PER PLANS, DETAILS, AND SPECIFICATIONS. ITEM. 93 0000- -H IRRIGATION SYSTEM 71 8010-999-6 HANDHOLE, TYPE II A. REFER TO LS-SHEETS AND SPECIFICATIONS 32 84 00. v A. REFER TO P-SHEETS FOR DETAILS AND LOCATION. B. BID ITEM INCLUDES MAIN LINES, CONTROL WIRE, VALVES, QUICK COUPLERS, SLEEVES, DIRECTIONAL BORE AND CONNECTION _ B. THIS BID ITEM INCLUDES 9 HANDHOLES FOR THE ELECTRIC CIRCUITS AND 7 HANDHOLES FOR THE COMMUNICATION CURCUITS. TO EXISTING WASHINGTON STREET SYSTEM. 4 C. FURNISHED AND INSTALLED PER PLANS, DETAILS, AND SPECIFICATIONS. 72 1 8010-999-H CAMERA, PANORAMIC " A. REFER TO P-SHEETS FOR DETAILS AND LOCATION. 94 0000-999-I LIMESTONE BLOCK AT THRESHOLD - TYPE A B. PANORAMIC CAMERCA SHALL BE AXIS P3727-PLE. 95 0000-999-3 LIMESTONE BLOCK AT THRESHOLD - TYPE B Y 96 0000-999-K LIMESTONE BLOCK AT MIDBLOCK - TYPE C 73 8010-999-I _ CAMERA, PTZ A. REFER TO LS-SHEETS. nr,R A. REFER TO P-SHEETS FOR DETAILS AND LOCATION. B. FURNISHED AND INSTALLED PER PLANS AND DETAILS, INCLUDING SHOP DRAWINGS. B. PTZ CAMERCA SHALL BE AXIS Q6315-LE. C. REINFORCED FOOTING SHALL BE INCIDENTAL TO BID ITEM. 74 8020-C PAINTED PAVEMENT MARKINGS, WATERBORNE HIGH -BUILD 97 0000-999-L "KIOSK-„ 75 8020-G PAINTED SYMBOLS AND LEGENDS A. REFER TO LS-SHEETS AND SEE SPECIFICATIONS 32 33 00. A. REFER TO TABULATIONS IN C-SHEETS AND N-SHEETS FOR LOCATIONS AND TYPEF MARKINGS.f/ B. INSTALLED PER PLANS AND DETAILS, INCLUDING SHOP DRAWINGS. , —TOO-- — REINFORCED FOOTING SHALL BE INCIDENTAL TO BID ITEM. .4C-1 _ 76 8030-A ' TEMPORARY TRAFFIC CONTROL "_ _ A. REFER TO J-SHEETS FOR STAGING AND TRAFFIC CONTROL DETAILS. ,,{{_' 98� 0000-999-M _BIKE RACK B. A WRITTEN TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR EVIEW BEFORE WORK BEGINS. ADDITIONAL 99 0000-999-N LITTER RECEPTACLE CLOSURES NECESSARY TO ACCOMMODATE CHANGES TO CONSTRUCTION STAGING 5 L BE INCIDENTAL TO THIS BID ITEM. 100 0000-999-0 BENCH CCOR CE WITH SUDAS 8030.117 AND WILL BE C. SIDEWALK CLOSURES AND PEDESTRIAN PATH CLOSURES SHALL BE IN;NgCE A. REFER TO LS-SHEETS AND SPECIFICATIONS 32 33 00..,' INCIDENTAL TO THE TRAFFIC CONTROL PLAN. _ _ B. FURNISHED AND INSTALLED PER PLANS, DETAILS, AND SPECIFICATIONS. _ D. FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY LIGHTINGALL BE INCIDENTAL TO THIS BID ITEM. AND MAINTAINING 6 FOOT TEMPORARY SHALL BE INCIDENTAL TO THIS BID ITEM_. E. FURNISHING, INSTALLING/BE _ DIVISION 11 - MISCELLANEOUS _ ' ADDITIONAL SETUPS ANADJUSTMENTS TO THE FENCE LAY SHALL BE INCIDENTAL TO THIS BID ITEM. 101 it 010-A CONSTRUCTION SURVEY _ REFER TO CONTROL POINT AND ALIGNMENT TABULATIONS ON THE G SHEETS. 77 __I.A. 8030-999 A TEMPORARY BUSINESS ACCEGN B. THIS ITEM INCLUDES ALL SURVEY WORK NECESSARY FOR THE CONTRUCTION OF THIS PROJECT AS INTENTED BY THE A. REFER TO 3-SHEETS FOITIONAL INFORMATION PROPOSED LOCATIONS. CONTRACT DOCUMENTS AND APPROVED REVISIONS, INCLUDING STAKING FOR CURB RAMPS. B. ADDITIONAL QUANTITY CESS SIGNS ARE INC ED TO ACCOUNT FOR CHANGES IN TEMPORARY ACCESS AND FOR C. ADDITIONAL SURVEY WORK REQUIRED TO RESTAKE SURVEY POINTS DISTURBED DURING CONSTRUCTION WILL NOT BE PAID FOR ADDITIONAL BUSINESS S SIGNAGE TO BE CLUDED AS DIRECTED BY THE ENGINEER DURING CONSTRUCTION. " _ SEPERATELY BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. CONTRACTOR SHALL PROTECT SURVEY STAKES OR REPLACE AS NEEDED WITH NO ADDITIONAL COMPENSATION. 78 8030-999-B PORTABLE DYNAMIC MESSAGRD _ _ A. PORTABLE DYNAMIC MESBOARD (PD ) WILL BE PLACED AT DUBUQUE STREET AND IOWA AVENUE INTERSECTION FOR 14 10211,020-A MOBILIZATION DAYS PRIOR TO START NSTRUCT N. A. PAYMENT AND MOBILIZATION SHALL BE IN ACCORDANCE WITH SECTION 11020, PART 1.08 OF THE SUDAS SPECIFICATION. B. PAYMENT IS FULL COMPION F FURNISHING, PLACING, OPERATION, MAINTENANCE, AND REMOVAL OF PDMS. 103 11050-A CONCRETE WASHOUTDIVISION 9 - SITE WORK SCAPINGA. INCLUDED FOR INSTALLATION AND REMOVAL OF CONCRETE WASHOUTS TO BE USED DURING CONSTRUCTION.79 9030-B PLANTS WITH WARRANTY, DS TREE, B&B80 9030-B PLANTS WITH WARRANTY, ONTAL TREE, B&B 104 2599-999910 VAULT STRUCTURAL SLAB, 1 S DUBUQUE ST81 9030-B PLANTS WITH WARRANTY, PIAL PLANT 105 2599-999910 VAULT STRUCTURAL SLAB, 5 S DUBUQUE ST 82 9030-B PLANTS WITH WARRANTY, BULB 106 2599-999910 VAULT STRUCTURAL SLAB, 7 S DUBUQUE ST A. REFER TO LS-SHEETS AND SPECIFICATIONS 32 93 00. 2599-999910 VAULT STRUCTURAL SLAB, 9 S DUBUQUE ST B. PLANTS WITH WARRANTY, FURNISHED, INSTALLED, AND MAINTAINED PER PLANS, DETAILS, AND SPIF ECICATIONS 108 2599-999910 VAULT STRUCTURAL SLAB, 11 S DUBUQUE ST C. ALL ROOT BURLAP, WIRE BASKETS, AND TWINE SHALL BE REMOVED BEFORE PLANT MATERIALS ARE PLANTED. 109 2599-999910 VAULT STRUCTURAL SLAB, 19 S DUBUQUE ST 110 2599-999910 VAULT ABANDONMENT AND FILLING, 23 S DUBUQUE ST 83 _ 9040-A-2 -- STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MANAGEMENT ill 2599-999910 VAULT HATCH AND WATERPROOFING, 1 S DUBUQUE ST A. PAYMENT AND MANAGEMENT OF THE SWPPP SHALL BE IN ACCORDANCE WITH SECTION 9040 DIVISION 9 OF THE SUDAS RD_ 112 2599-999910 _ VAULT HATCH AND WATERPROOFING 5 S DUBU UE ST _ PROJECT NO: 00221012.00 DESIGNED BY T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CADDATE: 11/6/2023 2:004OPM DRAWN BY: T.LECLAIR CAD FILE: c:1pw-workoinyw ielttAdO6329811221012 C Sheets.xlsm Faud' DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET ND. C.4 NO DATE BY REVISION DESCRIPTION 10-29 ESTIMATE REFERENCE INFORMATION Item No. I Item Code I Description Z599_999y317 VAULI HAICH AND WATERPROOFING, 1 S DUBUQUL SI _111 112 2599-999910 VAULT HATCH AND WATERPROOFING, 5 S DUBUQUE ST _ 113 2599-999910 VAULT HATCH AND WATERPROOFING, 7 S DUBUQUE ST 114 2599-999910 VAULT HATCH AND WATERPROOFING, 9 S DUBUQUE ST 115 2599-999910 VAULT HATCH AND WATERPROOFING, 11 S DUBUQUE ST 116 2599-999910 VAULT HATCH AND WATERPROOFING, 19 S DUBUQUE ST _ A. REFER TO V-SHEETS FOR DETAILS. IQ 3 E 13 AM 8. 1 � I 100-24 04-21-15 PCC PAVEMENT o - - - - - - - - - - - - - - - - - - - - - Channelized Intersection Widen Existing Roadway © I GO i Typical Intersection _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Does not include raised island area or curb. Refer to tabulation _ _ OH 112-4 for quantities. O 2 Refer to PV-410, PV-411, PV-412, and PV-414. Channelized Intersection Reconstructed Roadway Ramp or Loop Taper Quantity includes Pavement Header. Location Mainline Area 3) Total Area By Special Modified Granular h� Road Identification Direction Station to Station Width Length Area ( A 0 Cl // ( p j E �1 / ( u , .- Pavement Thickness Backfill Subbase Subbase Remarks of Travel ��-%��� SY FT FT SY SY SY SY SY SY SY SY SY 10 IN I 10Y IN TONS CY SY PCC WASHINGTON ST EB 99+83.93 99+94.90 2.0 27.9 6.0 CURB AND GUTTER DUBUQUE ST NB/SB 100+20.93 103+94.69 VARIES 373.8 1513.3 1513.3 INCLUDES 50.8 REINFORCED PAVEMENT DUBUWE ST SB 103+93.54 104+06.29 2.0 28.0 6.4 CURB AND GUTTER DUBUQUE ST NB 103+93.50 104+06.24 2.0 28.3 6.5 CURB AND GUTTER IOWA AVE EB 104+04.29 104+08.29 4.0 7.8 3.5 3.5 IOWA, AVE EB 104+04.24 104+30.67 26.4 80.8 231.7 231.7 ALLEY SB/WB 500+18.49 503+74.32 VARIES 355.8 811.8 811.0 PCC COLORED IOWA AVE EB 104+04.29 104+08.28 4.0 VARIES 0.9 0.9 IOWA AVE EB 104+00.70 104+08.28 4.0 VARIES 2.4 2.4 IOWA AVE EB 104+01.23 184+08.25 4.0 VARIES 6.1 6.1 IOWA AVE EB 104+04.24 104+08.24 4.0 VARIES 5.2 5.2 BRICKS DUBUQUE NB/SB 103+94.66 104+17.97 VARIES VARIES 112.4 112.4 DUBUQUE SW 104+05.04 104t08.28 VARIES VARIES 2.1 2.1 DUBUQUE SE 104+05.07 104+17.96 VARIES VARIES 10.7 10.7 IOWA 513 104+18.38 104+30.67 VARIES VARIES 8.0 8.0 TOTALS: PCC 2561 SY 2561 SY PCC COLORED 15 SY 15 SY BRICKS 134 SY 134 SY CURB AND GUTTER 85 LF 19 SY PROJECT N0: 00221012.00 DESIGNED BY: T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE. 11/1012023 3.50.29 PM DRAWN BY: T. LECLAIR CAD FILE: clpw workdlrlpw ie0d%329811221012_C_Sheets.xlsm NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. C.5 L ESTIMATE REFERENCE INFORMATION I Item No. I Item Code I Description 114 T 2599-999910 T _VAU11 LT HATCH AND WATERPROOFING, 9 5 115 2599-999910 VAULT HATCH AND WATERPROOFING, 11 S 116 2599-999910 VAULT HATCH AND WATERPROOFING, 19 S A. REFER TO V-SHEETS FOR DETAILS. ST ST 10-29 w 100-24 04-21-15 PCC PAVEMENT O O O Tr --- --------- - - - - - - - - - - - - annelizedlntirsection © p © i DO Widen Existing Roadway Typical Intersection _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OH � I r G Does not include raised island area or curb. Refer to tabulation 112-4 for quantities. Ramp or Loop Taper Channelized Intersection Reconstructed Roadway 20 Refer to PV-410, PV-411, PV-412, and PV-414. O Quantity includes Pavement Header. Location Mainline Area 3 Area By Pavement Thickness Special Backfill Modified Subbase Granular Subbase Remarks Road Identification Direction of Travel Station to Station Width Length �,. Area OTotal A / _g� 1 6 \\�� C O D O O �� �� �� (H SY FT I SY SY SY SY SY SY SY SY SY 3. IN 10X IN TONS CY SY PCC -FX WASHINGTON ST EB 99+83.93 99+94.90 2.0 27.9 6.0 CUGU CURB AND TTER DUBUQUE ST NB/SB 100+20.93 103+94.69 VARIES 373.8 1513.3 1513.3 INCLUDES 50.8 REINFORCED PAVEMENT DUBUQUE ST SB 103+93.54 104+06.29 2.0 28.0 6.4 CURB AND GUTTER DUBUQUE ST NB 103+93.50 104+06.24 2.0 28.3 6.5 CURB AND GUTTER ............. ....... _._ IOWA AVE EB 104+04.29 104+98.29 4.0 7.8 3.5 3.5 IOWA AVE EB 104+04.24 104+30.67 26.4 80.8 231.7 231.7 ALLEY SB/WB 500+18.49 503+74.32 VARIES 355.8 811.8 811.8 PCC COLORED I IOWA AVE EB 104+04.29 104+00.28 4.0 VARIES 0.9 0.9 - IOWA AVE EB 104+00.70 104+08.28 4.0 VARIES 2.4 2.4 ---- -- -.. IOWA AVE EB 104+01.23 104+08.25 4.0 VARIES 6.1 ...... _-- -- - - ----...... ..... ....... -... 6.1 ..... ........... _..___ _.__... .......... ... IOWA AVE E6 104+04.24 104+08.24 4.0 VARIES 5.2 --- 5.2 BRICKS ----- DUBUQUE NB/58 103+94_66 104+17.97 VARIES VARIES 112.4 112.4 DUBUQUE SW 104+05.94 104+e8.28 VARIES VARIES 2.1 2.1 DUBUQUE SE 104+85.87 104+17.96 VARIES VARIES ",7 10.7 IOWA SB 104+18.38 104+30.67 VARIES VARIES 8.9 8.0 TOTALS: - PCC 2561 SY _ 2561 SY _ PCC COLORED - - - 15_SY ..___..._ . .. _......_. ___.._.. ..._.__ ._ 1s SY BRICKS CURB AND GUTTER .. -_ 134 SY 8S LF .._._ _ ....__-� _. - _.. .. ....... _ __........ 134 SY 19 SY __. _ - _ _ ... - .'�_._ .------ PROJECT NO: 00221012.00 DESIGNED BY: T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE: 11I612023 2:00:40 PM DRAWN BY: T. LECLAIR CAD FILE: cipw_wodcdopw ielttNdO6329811221012_C_Sheets.dsm NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. C.5 *BCY4 - Place on the same side of the roadway to **NPY4 - For estimating purposes only. No Passing 108-22 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. Zone Lines will be located in the field. SLW2: Stop Line (White) @ 6.00 DCY4: Double Centerline (Yellow) @ 2.00 CHW4: Channelizing Line (White) @ 1.00 Location Length by Line Type Unfactored i Road ID Station to Station Dir. of Travel Marking Type Side SLW2 DCY4 CHW4 Remarks ' L C R STA STA STA STA STAI STA I STA I STA I STA I STA STA STA STA I STA I STA DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE 100+57.00 100+57.00 100+62.42 100+80.75 101+28.79 101+51.79 101+74.79 102+32.47 102+36.39 102+52.26 102+57.55 102+73.88 102+80.55 102+95.50 103+03.55 103+17.12 103+26.55 103+38.74 103+60.36 103+79.00 TOTALS: 100+59.00 SB 103+81.00 BOTH 101+09.79 SB 101+77.08 NB 101+32.79 SB� 101+55.79 SB _- 101+76 96 SB _ 102+34.64 SB 102+38.55 . NB 102+56.26 SB 102+61.55 NB 102+77.88 SB 102+84.55 NEI 102+99.50 SB 103+07.55 NB 103+21.12 SB 103+70.96 NB 103+42.74 SB 103+62.53 SB 103+81.00 NB UNFACTORED: FACTORED Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne Highbuild Waterborne _ Paint Paint Paint Paint _ Paint Paint -t Paint �T Paint Paint Paint Paint Paint Paint Paint Paint Paint _ Paint I Paint Paint Paint X 0.11 X 3.24 X X X X 2.23 4.97 0.12 0.12 ` X 0.10 X X X X X X -X X -® X X _ ! X : _ X X 0.13 0.24 3.24 1.44 6.48 0.10 0.10 0.12 0.12 0.12 0.12 0.12 0.12 0.12 2.02 0.12 0.10 _ 10.82 10.82 110-1 04-16-13 REMOVAL OF PAVEMENT Refer to Tabulation 102-5 * Not a Bid Item Begin End Pavement Area Saw Cut* Station station Side Type Remarks SY LF 99+83.93 99+94.90 LT PCC 5.8 CURB AND GUTTER 100+20.93 104+30.66 BOTH PCC 2121.2 DUBUQUE STREET AND IOWA AVE 500+25.63 503+74.43 BOTH PCC 787.1 ALLEY TOTAL: 2915 SY BRICK REMOVAL 100+41.69 100+49.91 BOTH _ BRICK 18.9 SALVAGE BRICKS, DISPOSE OF BED AND SUBSLAB 103+82.73 103+90.83 BOTH BRICK 44.1 SALVAGE BRICKS, DISPOSE OF BED AND SUBSLAB 103+94.72 104+17.96 BOTH BRICK -122.9 SALVAGE BRICKS, DISPOSE OF BED AND SUBSLAB 103+96.47 104+08.28 LT BRICK 7.1 SALVAGE BRICKS, DISPOSE OF BED AND SUBSLAB 103+96.30 104+17.96 RT BRICK 16.0 SALVAGE BRICKS, DISPOSE OF BED AND SUBSLAB TOTAL: 209 SY 110- 04-16- REMOVAL OF INTAKES AND UTILITY ACCESSES No. Location/Description Type Remarks R.1 1 100+68.58, 22.58 LT Intakes R.1 21 102+23.99, 23.31 LT Intakes R.1 28 102+15.72, 20.44 RT Utilities ELECTRIC MANHOLE R.1 40 101+32.43, 27.46 RT Utilities ELECTRIC MANHOLE R.1 45 100+74.82, 19.72 RT Intakes R.1 61 100+84.01, 27.35 LT Utilities FIBER HANDHOLE- PROTECT CONDUIT R.1 64 102+05.91, 18.00 RT Utilities FIBER MANHOLE R.2 25 103+49.00, 19.02 LT Utilities STORM SEWER MANHOLE R.2 30 104+05.86, 9.41 LT Utilities SANITARY SEWER MANHOLE R.2 39 103+68.81, 30.67 RT Utilities ELECTRIC MANHOLE R.2 53 102+83.57, 27.59 RT Utilities ELECTRIC MANHOLE R.2 63 104+00.01, 22.71 LT Utilities STORM SEWER MANHOLE TOP ONLY R.3 4 500+81.88, 0.19 LT Intakes _ R.3 9 501+25.61, 0.62 LT Utilities STORM SEWER MANHOLE R.3 16 501+48.21, 0.34 LT Intakes R.3 45 502+72.60, 0.40 RT Intakes !T R.3 53 503+64.51, 9.03 RT Intakes - R.3 54 503+66.91, 8.92 RT Utilities_ _ _STORM SEWER MANHOLE R.3 56 503+71.85, 17.29 RT Intakes TOTAL: INTAKES 8 MANHOLE 9 STORM MANHOLE TOP ONLY 1 HANDHOLE 1 PROJECT NO: D0221012AO DESIGNED BY. T. LECLAIR NO I DATE BY REVISION DESCRIPTION SHEET NO. DUBUQUE STREET RECONSTRUCTION PROJECT DATE: DECEMBER 2023 CHECKED BY: M. FAHRER CAD DATE 1111012023 3,50:29 PM DRAWN BY: T. LECLAIR FoulEWASHINGTON STREET TO IOWA AVENUE C.6 CAD FILE: c:1pw_workdi6pw ie1t8W06329811221012_C_Sheets.dw IOWA CITY, IA ESTIMATED QUANTITIES 108-22 04-16-13 PAVEMENT MARKING LINE TYPES See PM-110 *BCY4 - Place on the same side of the roadway to match existing markings near the project. ***MNY4 - Factor of 1.00 as value includes number of 4-inch passes to cover median nose area. **NPY4 - For estimating purposes only. No Passing Zone Lines will be located in the field. SLW2: Stop Line (White) @ 6.00 DCY4: Double Centerline (Yellow) @ 2.00 CHW4: Channelizing Line (White) @ 1.00 w Location Length by Line Type Unfactored Road ID Station to Station Dir. of Travel Marking Type Side SLW2 DCY4 CHW4 14 - .-' jRemaen . #? L C R STA STA STA STA STA STA STA STA STA STA STA ST STA STA STA DUBUQUE DUBUQUE DUBUQUE, DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE.. DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE DUBUQUE103+38.74 DUBUQUE1��--103+79.00 DUBUQUE DUBUQUE 100+57.00 100+59.00 SB Highbuild Waterborne Paint X 0.11 100+57.00 103+81.00 BOTH Highbuild Waterborne Paint X 3.24 100+62.42 101+09.79 SB Highbuild Waterborne Paint X_ 2.23 100+80.75 101+77.08 NB _ _ _ _ Highbuild Waterborne Paint p--- X 4.97 101+28.79 101+32.79 SB Highbuild Waterborne Paint X 0.12 101+51.79 101+55.79 SB Highbuild Waterborne Paint X _ 0.12_ 101+74.79 101+76.96 SB Highbuild Waterborne Paint X _ 0.10 102+32.47 102+34.64 SB _ Highbuild Waterborne Paint X _ 0.10 102+36.39 102+38.55 NB Highbuild Waterborne Paint X 0.10 102+52.26 102+56.26 SB Highbuild Waterborne Paint X 0.12 102+57.55 102+61.55 NB _ Highbuild Waterborne Paint X _ 0.12 102+73.88 102+77.88 SB Highbuild Waterborne Paint X 0.12 102+80.55 102+84.55 NB Highbuild Waterborne Paint X 0.12 102+95.50 102+99.50 SB Highbuild Waterborne Paint X 0.12 103+03.55 103+07.55 NB Highbuild Waterborne Paint I-X 0.12 103+17.12 103+21.12 58 Highbuild Waterborne Paint X - 0.12 103+26.55 103+70.96 NB Highbuild Waterborne Paint X 2.02 103+42.74 SB Highbuild Waterborne Paint X 0.12 103+60.36 103+62.53 SB Highbuild Waterborne Paint __ X 0.10 103+81.00 NB Highbuild Waterborne Paint X 0.13 TOTALS: UNFACTORED: 0.24 3.24 10.82 FACTORED. 1.44 6.48 10.82 (�} _ _ ■G REMOVAL OF PAVEMENT Refer to Tabulation 102-5 Begin I End I I Pavement I Area I Saw Cut* Station Station Side Type 99+83.93 100+20.93 99+94.90 104+30.66 LT BOTH _ ! PCC _ PCC 500+25.63 503+74.43 BOTH �- PCC TOTAL• K REMOVAL 100+41.69 100+49.91 BOTH BRICK 103+82.73 103+90.83 Y�BOTH BRICK _ 103+94.72 104+17.96 'BOTH BRICK 103+96.47 104+08.28 LT BRICK 103+96.30 104+17.96 RT BRICK TOTAL: PROJECT NO: 00221012.00 DESIGNED BY: T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE. 1116/2023 2:00:40 PM DRAWN BY: T. LECLAIR CAD FILE: 6pw _rWi6pw_iM tftd%329811221012_C_She ts.xl m -2121.2 DUBUQUE STREET AND --787.1 .ALLEY 2915 SY Remarks IA AVE 18P.1, L E BRICKS, DISPOSE OF BED AND SUBSLAB!_44VAGE BRICKS, DISPOSE OF BED AND SUBSLAB122LVAGE BRICKS, DISPOSE OF BED AND SUBSLABLVAGE BRICKS, DISPOSE OF BED AND SUBSLAB 16LVAGE BRICKS, DISPOSE OF BED AND SUBSLAB 209 SY NO DATE BY REVISION DESCRIPTION 11V-. 04-16- REMOVAL OF INTAKES AND UTILITY ACCESSES No. Location/Description Type Remarks R.1 1 100+68.58, 22.58 LT Intakes R.1 21 102+23.99, 23.31 LT Intakes R.1 28 102+15.72, 20.44 RT _ Utilities ELECTRIC MANHOLE R.1 40 101+32.43, 27.46 RT Utilities ELECTRIC MANHOLE R.1 45 100+74.82, 19.72 RT Intakes R.1 61 100+84.01, 27.35 LT_ Utilities FIBER HANDHOLE- PROTECT CONDUIT R.1 64 102+05.914 18.00 RT Utilities FIBER MANHOLE R.2 25 103+49.00, 19.02 LT Utilities STORM SEWER MANHOLE R.2 30 104+05.86, 9.41 LT Utilities SANITARY SEWER MANHOLE R.2 39 103+68.81, 30.67 RT Utilities ELECTRIC MANHOLE R.2 53 102+83.57, 27.59 RT Utilities ELECTRIC MANHOLE R.2 63 104+00.01, 22.71 LT Utilities STORM SEWER MANHOLE TOP ONLY R.3 4 500+81.88, 0.19 LT Intakes R.3 9 501+25.61, 0.62 LT Utilities STORM SEWER MANHOLE R.3 16 501+48.21, 0.34 LT Intakes R.3 45 502+72.60, 0.40 RT_ Intakes R.3 53 503+64.51, 9.03 RT Intakes R.3 54 503+66.91, 8.92 RT Utilities STORM SEWER MANHOLE R.3 56 503+71.85, 17.29 RT Intakes TOTAL: INTAKES 8 9 MANHOLE 1 STORM MANHOLE TOP ONLY 1 HANDHOLE Uze V "10 11 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. C.6 REMOVALS, AS PER PLAN No. I Location I Description R.1 3 100+87.89, 27.86 LT REMOVE LIGHT vPOLE ^AND FOOTING R.1 6 101+10.15, 27.48 LT REMOVE ELECTRICAL BOX R.1 9 101+25.16, 27.99 LT REMOVE LIGHT POLE AND FOOTING R.1 12 101+69.39, 27.05 LT REMOVE ELCTRICAL BOX R.1 13 101+79.26, 27.83 LT REMOVE LIGHT POLE AND FOOTING R.1 15 101+89.84, 17.42 LT REMOVE CLEANOUT R.1 16 101+96.19, 31.85 LT TO 102+01.08, 31.74 LT REMOVE RAIL R.1 23 102+39.00, 27.15 _ LT REMOVE ELECTIRCAL BOX R.1 25 102+41.98, 28.24 RT REMOVE LIGHT POLE AND FOOTING R.1 35 101+74.84, 28.06 RTi-- REMOVE LIGHT POLE AND FOOTING R.1 36 101+61.66, 27.72 RT REMOVE ELECTRICAL BOX R.1 41 101+30.41, 27.93 RT REMOVE LIGHT POLE AND FOOTING R.1 43 100+90.49, 27.95 RT J REMOVE LIGHT POLE AND FOOTING R.1 51 100+55.97, 21.59 RT REMOVE LIGHT POLE AND FOOTING R.1 54 !b 99+74.91, 57.51 RT REMOVAL TRAFFIC SIGNAL BOX R.1 55 _ 100+55.49, 17.87 LT REMOVE LIGHT POLE R.1 62 102+09.62, 27.39 LT REMOVE LUMINAIRE FROM POLE R.1 65_ 100+28.09, 44.07 RT REMOVE LIGHT POLE AND FOOTING R.1 66 100+39.55, 17.69 RT TO 102+05.92, 18.03 RT 166 LF OF FIBER CONDUIT R.2 3 102+47.82, 27.38 LT REMOVE LIGHT POLE AND FOOTING R.2 5 102+05.58, 18.08 RT TO 103+76.07, 5.54 RT 171 LF OF FIBER CONDUIT R.2 11 102+90.17, 28.05 LT REMOVE ELECTRICAL BOX R.2 13 103+07.83, 27.66 LT REMOVE LIGHT POLE AND FOOTING R.2 21 103+27.29, 26.98 LT REMOVE ELECTRICAL BOX R.2 24 103+48.47, 27.34 LT REMOVE LIGHT POLE AND FOOTING R.2 26 103+70.76, 26.26 LT REMOVE LIGHT POLE AND FOOTING R.2 47 103+27.16, 28.22 LT REMOVE LIGHT POLE AND FOOTING R.2 54 102+79.63, 27.92 RT REMOVE LIGHT POLE AND FOOTING R.2 62 103+82.24, 38.51 RT REMOVE KIOSK R.2 66 103+98.69, 98.43 RT REMOVE BIKE RACK R.2 67 103+99.21, 111.89 RT REMOVE BIKE RACK R.3 6 501+07.98, 9.56 RT REMOVE CONDUIT STRUCTURE R.3 7 501+19.70, 9.44 RT REMOVE PIPE STRUCTURE R.3 18 501+53.01. 9.04 LT REMOVE CONDUIT STRUCTURE R.3 20 501+78.80, 9.00 LT REMOVE PIPE STRUCTURE R.3 23 501+89.09, 10.15 LT REMOVE CONDUIT STRUCTURE R.3 25 501+95.30, 9.61 RT REMOVE CONDUIT STRUCTURE R.3 34 502+40.32, 9.69 RT REMOVE CONDUIT STRUCTURE R.3 38 501+42.86, 9.31 RT REMOVE PIPE STRUCTURE 110-5 10-20-15 SIDEWALK REMOVAL * Not a bid item Begin End Area Saw Cut* Remarks Station Station SY LF 99+66.88 99+93.12 41.0 SW WASHINGTON 100+21.95 102+00.15 354.8 E DUBUQUE 100+49.64 104+04.35 619.8 W DUBUQUE 102+20.33 104+03.80 334.2 E DUBUQUE/IOWA 503+65.10 503+74.32 10.6 S LINN ST TOTAL: 1390 SY BRICKS 103+82.75 104+00.18 14.5 SE CORNER 103+82.99 104+00.60 15.1 SW CORNER TOTAL: 30 SY Remarks SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO OWNER SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY RELOCATE- COORDINATE WITH CITY REINSTALL ON EXISTING FOOTING SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY SALVAGE TO CITY PLUG 01-01- 5010-04 01-01-16 LIST OF WATER MAIN REMOVALS Location Side Pipe Di.. (Inches) Length (Feet) Notes Station to Station 101+99.00, 23.38 LT WATER VALVE BOX R.1 18- SALVAGE TO CITY 102+26.75, 10.20 RT WATER VALVE BOX R.1 26- SALVAGE T�fg*� �:.r;..t 101+99.24, 10.01 RT WATER VALVE BOX R.1 29- SALVAGE T6'C3iY' ' 101+94.10, 9.92 RT WATER VALVE BOX R.1 30- SALVAGE TO CITY _ 101+92.96, 9.24 101+93.86, 29.97 RT 6.0 25.0 R.1 31 3- 101+97.05, 38.87 RT WATER VALVE BOX R.1 32- SALVAGE TO CITY �rt 101+62.52, 7.33 RT WATER VALVE BOX R.1 37- SALVAGE TO CITY 101+44.77, 7.17 RT WATER VALVE BOX R.1 39- SALVAGE TO CITY 100+72.17 4.77 104+14.44, 8.08 RT 10.0 343.0 R.1 42- ABANDON AND CAP 100+81.02, 8.54 RT WATER VALVE BOX R.1 44- SALVAGE TO CITY _ 102+45.11, 29.03 �Vr LT WATER VALVE BOX R.2 1- SALVAGE TO CITY 102+45.68, 38.85 LT WATER VALVE BOX R.2 2- SALVAGE TO CITY 102+88.03,27.33 LT WATER VALVE BOX R.2 10- SALVAGE TO CITY 103+09.23, 38.90 LT WATER VALVE BOX R.2 14- SALVAGE TO CITY _ _ 103+09.23, 38.90 LT WATER VALVE BOX R.2 15- SALVAGE TO CITY 103+16.54, 27.85 LT__. WATER VALVE BOX R.2 16- SALVAGE TO CITY 103+17.25, 38.42 LT _ WATER VALVE BOX R.2 19- SALVAGE TO CITY 103+31.17, 38.41 LT _- _ _ WATER VALVE BOX R.2 20- SALVAGE TO CITY 103+31.74, 38.45 LT +�_. WATER VALVE BOX R.2 22- SALVAGE TO CITY 103+56.33, 8.40 WATER VALVE BOX R.2 41- SALVAGE TO CITY _RT 103+44.03, 41.62 RT � _ WATER VALVE BOX R.2 42- SAAVAGE TO CITY _ 103+43.78, 42.10 RT _ WATER VALVE BOX R.2 43- SALVAGE TO CITY 103+46.04, 9.69 RT -WATER VALVE BOX R.2 45- SALVAGE TO CITY 103+35.95, 7.81 RT _ -WATER VALVE BOX R.2 46- SALVAGE TO CITY 103+06.52, 10.20 RT i- WATER VALVE BOX R.2 50- SALVAGE TO CITY _ 103+10.66, 7.22 -------'RT RT WATER VALVE BOX R.2 51- SALVAGE TO CITY 103+00.84, 10.61 WATER VALVE BOX R.2 52- SALVAGE TO CITY ..�e 102+67.29, 9.94 RT WATER VALVE BOX R.2 56- SALVAGE TO CITY mm 102+64.83, 41.26 j RT WATER VALVE BOX R.2 57- SALVAGE TO CITY 102+62.34, 39.20 RT i WATER VALVE BOX R.2 58- SALVAGE TO CITY 102+59.48, 6.97 RT -'T-` _ - WATER VALVE BOX R.2 59- SALVAGE TO CITY 102+45.83, 7.02 RT- J WATER VALVE BOX R.2 61- SALVAGE TO CITY I "- TOTAL: 10.0 343.0 ABANDON AND CAP 6.0 25.0 REMOVE _ 30.0 WATER VALVE BOX SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL 04-16 * Not a bid item Length of Pipe Fill Material* Abandonment, Plug Only Sanitary or <_ 36 inch > 36 inch Location/Description or Abandonment, Plug and Fill Flowable Mortar or CLSM Remarks Storm Sewer or Removal diameter diameter LF LF CY 100+68.58, 22.58 LT TO 102+0.00, 23.15 LT Storm Sewer Removal 133 R.1 10 100+45.27, 8.82 LT TO 104+05.86, 9.41 LT Sanitary Sewer Removal 361 R.1 38 100+59.92, 19.69 RT TO 100+74.82, 19.72 RT Storm Sewer Removal 45 R.1 46 100+68.58, 23.56 LT TO 100+68.58, 22.58 LT Storm Sewer Removal 8 R.1 49 102+00.00, 23.15 LT TO 102+23.99, 23.31 LT Storm Sewer Abandonment, Plug and Fill 24 R.1 57 102+23.99, 23.31 LT TO 104+05.86, 9.41 LT Storm Sewer Removal 125 R.2 9 104+16.28, 47.01 RT TO 104+15.46, 117.70 RT Sanitary Sewer Removal 71 R.2 31 500+81.88, 0.19 LT TO 501+25.61 LT Storm Sewer Removal 44 R.3 5 501+25.61, 0.62 LT TO 502+54.94, 0.29 RT Storm Sewer Removal 129 R.3 31 502+72.60, 0.40 RT TO 503+66.91, 8.92 RT Storm Sewer Removal 95 R.3 50 TOTAL: Storm Removal 579 Sanitary Removal 432 Abandonment, Plug and Fill 24 NO DATE BY REVISION DESCRIPTION 01-01-16 REMOVALS, AS PER PLAN *ALL ITEMS ARE INCIDENTAL. No. Location Description Remarks R.1 2 _... 100+75.77, 26.32 LT REMOVE PARKING METER SALVAGE TO CITY R.1 3 100+87.89, 27.86 LT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.1 6 101+10.15, 27.48 LT REMOVE ELECTRICAL BOX R.1 9 101+25.16, 27.99 LT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.1 12µ 101+69.39, 27.05 LT REMOVE ELCTRICAL BOX R.1 13 101+79.26, 27.83 LT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.1 15 101+89.84, 17.42 LT REMOVE CLEANOUT R.1 16 101+96.19, 31.85 LT TO 102+01.08, 31.74 LT REMOVE RAIL SALVAGE TO OWNER R.1 23 102+39.00, 27.15 LT REMOVE ELECTIRCAL BOX R.1 25 102+41.98, 28.24 RT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY _ R.1 35 _ ! 101+74.84, 28.06 _ RT_I REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.1 36 101+61.66, 27.72 RT REMOVE ELECTRICAL BOX _ R.1 41 101+30.41, 27.93 RT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.1 43 100+90.49, 27.95 RT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.1 51 100+55.97, 21.59 RT-. REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.1 54 99+74.91, 57.51 RT REMOVAL TRAFFIC SIGNAL BOX RELOCATE- COORDINATE WITH CITY R.1 55 100+55.49, 17.87 LT REMOVE LIGHT POLE REINSTALL ON EXISTING FOOTING R.1 62 102+09.62, 27.39 LT REMOVE LUMINAIRE FROM POLE SALVAGE TO CITY R.1 65 100+28.09, 44.07 RT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.1 66 100+39.55, 17.69 RT TO 102+05.92, 18.03 RT 166 LF OF FIBER CONDUIT R.2 3 102+47.82, 27.38 LT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.2 5 102+05.58, 18.08 RT TO 103+76.07, 5.54 RT 171 LF OF FIBER CONDUIT R.2 11 102+90.17, 28.05 LT REMOVE ELECTRICAL BOX R.2 13 103+07.83, 27.66 LT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.2 21 103+27.29, 26.98 LT REMOVE ELECTRICAL BOX R.2 24 _ 103+48.47, 27.34 LT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.2 26 103+70.76, 26.26 LT__ REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY A R.2 47 103+27.16, 28.22 LT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.2 54 102+79.63, 27.92 RT REMOVE LIGHT POLE AND FOOTING SALVAGE TO CITY R.2 62 y 103+82.24, 38.51 RT_ _ ._ REMOVE KIOSK R.2 66 103+98.69, 98.43 RT REMOVE BIKE RACK SALVAGE TO CITY R.2 67 103+99.21, 111.89 RT I REMOVE BIKE RACK SALVAGE TO CITY R.3 6 ;. 501+07.98, 9.56 RT__, REMOVE CONDUIT STRUCTURE R.3 7 501+19.70, 9.44 RT REMOVE PIPE STRUCTURE R.3 18 ': 501+53.01. 9.04 LT REMOVE CONDUIT STRUCTURE R.3 20 501+78.80, 9.00 LT REMOVE PIPE STRUCTURE R.3 23 501+89.09, 10.15 LT_- REMOVE CONDUIT STRUCTURE R.3 25 501+95.30, 9.61 RT REMOVE CONDUIT STRUCTURE _ R.3 34 502+40.32, 9.69 RT I REMOVE CONDUIT STRUCTURE R.3 38 501+42.86, 9.31 RT., REMOVE PIPE STRUCTURE PLUG 10-20-1 SIDEWALK REMOVAL Begin Station End Station Area I Saw Cut* Remarks SY ILF 99+66.88 -, 99+93.12 41.01 NGTON 100+21.95 102+00.15 354.8PA_ E 100+49.64 104+04.35 619.8E 102+20.33 104+03.80 334.2E/ A 503+65.16 503+74.32 10.6� TOTAL: 1390 SY BRICKS _103+82.75 104+10.11 14.5R _103+82.99 104+00.60 15.1ERTOTAL: 30 SY-_ 5010-04 01-01-16 LIST OF WATER MAIN REMOVALS Location Side Pipe Dia. (Inches) Length (Feet) Notes _ - Station to Station 101+99.00, 23.38 LT WATER VALVE BOX R.1 18- SALVAGE TO 102+26.75, 10.20 RT _ 'Yv WATER VALVE BOX R.1 26- SALV�jGE 0 _ CITY 101+99.24, 10.01 _ RT - WATER VALVE BOX R.1 ALV 2�9,.-75 VAGE TO CITY 101+94.10, 9.92 RT WATER VALVE BOX.x'30- SALVAGE TO CITY 101+92.96, 9.24 101+93.86, 29.97 RT 6.0 25.0 R.1 31 101+97.05, 38.87 �r _ RT WATER E BOX R.1 32- SALVAGE TO CITY _ 101+62.52, 7.33 RT _ � _ W VALVE BOX R.1 37- SALVAGE TO CITY _. 101+44.77, 7.17 RT ATER VALVE BOX R.1 39- SALVAGE TO CITY 100+72.17 4.77 104+14.44, 8.08 RT 10.0 .0 R.1 42- ABANDON AND CAP 100+81.02, 8.54 RT _ _ WATER VALVE BOX R.1 44- SALVAGE TO CITY... 102+45.11, 29.03 LT WATER VALVE BOX R.2 1- SALVAGE TO CITY 102+45.68, 38.85 LT _ WATER VALVE BOX R.2 2- SALVAGE TO CITY 102+88.03,27.33 LT WATER VALVE BOX R.2 10- SALVAGE TO CITY 103+09.23, 38.90 LT WATER VALVE BOX R.2 14- SALVAGE TO CITY 103+09.23, 38.90 ! WATER VALVE BOX R.2 15- SALVAGE TO CITY 103+16.54, 27.85 LT WATER VALVE BOX R.2 16- SALVAGE TO CITY. .. 103+17.25, 38.42 LT WATER VALVE BOX R.2 19- SALVAGE TO CITY 103+31.17, 38.41 ! LT WATER VALVE BOX R.2 20- SALVAGE TO CITY 103+31.74, 38.45 _LT WATER VALVE BOX R.2 22- SALVAGE TO CITY _ 103------- ---- RT WATER VALVE BOX R.2 41- SALVAGE TO CITY 103+44.03, 41.62 _ _ RT WATER VALVE BOX R.2 42- SLAVAGE TO CITY _ _ 103+43.78, 42 RT _ _ WATER VALVE BOX R.2 43- SALVAGE TO CITY _. 103+46.04 .69 RT WATER VALVE BOX R.2 45- SALVAGE TO CITY_ - 103+35 , 7.81_ RT WATER VALVE BOX R.2 46- SALVAGE TO CITY 103+ .52, 10.20 _ RT WATER VALVE BOX R.2 50- SALVAGE TO CITY +10.66, 7.22 RT WATER VALVE BOX R.2 51- SALVAGE TO CITY 03+00.84, 10.61 �:_ RT WATER VALVE BOX R.2 52- SALVAGE TO CITY _ 102+67.29, 9.94 _ RT _ WATER VALVE BOX R.2 56- SALVAGE TO CITY 102+64.83, 41.26 RT WATER VALVE BOX R.2 57- SALVAGE TO CITY 102+62.34, 39.20 RT WATER VALVE BOX R.2 58- SALVAGE TO CITY 102+59.48, 6.97 RT N WATER VALVE BOX R.2 59- SALVAGE TO CITY _ 102+45.83, 7.02 - RT WATER VALVE BOX R.2 61- SALVAGE TO CITY _ TOTAL: 10.0 343.0 ABANDON AND CAP 6.0 25.0 REMOVE _ 30.0 WATER VALVE BOX * NoZbid SANITARY OR STORM SEWER ABANDONMENT OR REMOVAL 110-14 04-16-13 Location/Description Sanitary or Storm Sewer Abandonment, Plug Only or Abandonment, Plug and Fill or Removal Length of Pipe Fill Material* Remarks s 36 inch diameter > 36 inch diameter Plowable Mortar or CLSM LF LF CY 100+68.58, 100+45.27, 100+59.92, 100+68.58, 102+00.00, 102+23.99, 104+16.28, 500+81.88, 501+25.61, 502+72.60, 22.58 8.82 19.69 23.56 23.15 23.31 47.01 0.19 0.62 0.40 LT TO 102+0.00, 23.15 LT Storm Sewer LT TO 104+05.86, 9.41 LT Sanitary Sewer RT TO 100+74.82, 19.72 RT _4Storm Sewer LT TO 100+68.58, 22.58 LT Storm Sewer LT TO 102+23.99, 23.31 LT Storm Sewer LT TO 104+05.86, 9.41 LT Storm Sewer RT TO 104+15.46, 117.70 RT Sanitary Sewer LT TO 501+25.61 LT Storm Sewer LT TO 502+54 94 0.29 RT -----Storm Sewer RT TO 503+66 91 8.92 RT Storm Sewer TOTAL: Removal Removal Removal Removal __ lug Abandonment, Pand Fill Removal Removal Removal Removal Removal Storm Removal Sanitary Removal Abandonment, Plug and Fill 133 361 _ __- _ R.1 R.1 R.1 R.1 R.1 R.2 R.2 R.3 R.3 R.3 10 38 46 = 49 57 9��" 31 5 31 50 M Fn 45 8 24 125 71 44 129 95 579 432 �# 24 PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAIR NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION SHEET NO. PROJECTDATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE. 11/6/2023 2.00,40 PM DRAWN BY: T. LECLAIR E WASHINGTON STREET TO IOWA AVENUE C.7 CAD FILE: c:1pw_wmikaidpw_ie1HRdD632981p21012__C_ShWs dw IOWA CITY, IA ESTIMATED QUANTITIES !P171b- 01-01 LIST OF WATER MAIN PIPE Location Type Pipe Dia. Length (Feet) Notes Station to Station 100+72.16 104+13.82 DIP 12.0 343.4 RESTRAINED -AT 45 BEND AND REDUCER 101+45.69 DIP 4.0 44.4 FIRE SERVICE, PARCEL 22, 23 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 101+63.18 DIP 4.0 44.1 FIRE SERVIE, PARCEL 21, 21 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 101+81.47 DIP 4.0 44.4 FIRE SERVICE, PARCEL 20, 19 S DUBUQUE _ RESTRAINED- AT TAPPING AND AT END 101+86.58 DIP 6.0 22.9 HYDRANT PIPE RESTRAINED- AT TEE 101+98.15 DIP 6.0 34.7 FIRE SERVICE, PARCEL 32, 204 WASHINGTON RESTRAINED- AT TAPPING AND AT END 102+00.69 DIP 4.0 44.1 FIRE SERVICE, PARCEL 19, 17 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 102+25.71 DIP 6.0 34.9 FIRE SERVICE, PARCEL 33, 14 5 DUBUQUE ST RESTRAINED- AT TAPPING AND AT END 102+44.27 DIP 6.0 44.0 FIRE SERVICE, PARCEL 18, 13 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 102+58.57 DIP 4.0 35.0 FIRE SERVICE, PARCEL 34, 12 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 102+63.78 DIP 6.0 44.4 FIRE SERVICE, PARCEL 17, 11 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 102+66.27 DIP 4.0 35.1 FIRE SERVICE, PARCEL 35, 10 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 102+86.67 DIP 4.0 43.6 FIRE SERVICE, PARCEL 16, 9 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 102+99.84 DIP 4.0 34.9 FIRE SERVICE, PARCEL 6 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 103+10.70 DIP 6.0 37.8 FIRE SERVICE, PARCEL 15, 7 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 103+13.43 DIP 6.0 31.8 FIRE SERVICE, PARCEL 14, 5 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 103+35.07 DIP 6.0 32.3 FIRE SERVICE, PARCEL 13, 1 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 103+45.15 DIP 4.0 35.2 FIRE SERVICE, PARCEL 37, 4 S DUBUQUE RESTRAINED- AT TAPPING AND AT END 103+55.57 DIP 4.0 35.1 _ FIRE SERVICE, PARCEL 38, 2 S DUBUQUE TOTAL: DIP SERIVCE 4.0 396.0 DIP SERVICE 6.0 260.0 DIP 6.0 23.0 DIP 12.0 344.0 LIST OF WATER SERVICE STUBS Pipe Dia. P Location Length (Feet) Notes (Inches) 101+64.59, 38.30 LT y_ _ _ 1.5 4.4 PARCEL 21, 21 S DUBUQUE ST 101+83.65, 38.64 LT _ 1.5 5.1 PARCEL 20, 19 S DUBUQUE ST 101+96.30, 38.64 RT 2.0 4.8 PARCEL 32, 204 E WASHINGTON ST 101+99.00, 38.42 LT 1.5 4.7 PARCEL 19, 17 S DUBUQUE ST 102+24.02, 38.44 RT 1.5 4.6 PARCEL 33, 14 S DUBUQUE ST 102+46.54, 38.48 LT 1.5 5.2 PARCEL 18, 13 5 DUBUQUE ST 102+60.93, 38.40 RT 1.5 5.4 PARCEL 34, 12 S DUBUQUE ST 102+65.88, 39.03 LT 1.5 5.1 PARCEL 17, 11 S DUBUQUE ST 102+64.48, 38.45 RT _1.5 4.7 PARCEL 35, 10 S DUBUQUE ST 102+88.06, 32.52 LT 1.5 4.3 PARCEL 16, 9 S DUBUQUE ST 102+97.90, 38.18 RT 1.5 4.9 PARCEL 36, 6 S DUBUQUE ST 103+09.21, 32.25 LT 1.5 4.5 PARCEL 15, 7 S OBLIQUE 5T 103+16.63, 26.20 LT 2.0 6.1 PARCEL 14, 5 S DUBUQUE ST 103+33.59, 26.80 LT 2.0 4.5 PARCEL 13, 1 S DUBUQUE ST 103+43.79, 38.28 RT_ 1.5 4.4 PARCEL 37, 4 5 DUBUQUE ST 103+54.10, 38.26 RT 1.5 4.5 PARCEL 38, 2 S DUBUQUE ST _ TOTAL: 1.5 67 LF K COPPER 14 SERVICES 2.0 16 LF COPPER K 3 SERVICES PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M. FAHRER CAD DATE: 1111012023 3:50:30 PM DRAWN BY: T. LECLAIR CAD FILE: c:l workCirlyw_ie1tt11tl06329811221012_C_Sheets.rusm NO DATE BY REVISION DESCRIPTION 01-01- i� Foth LIST OF WATER MAIN FITTINGS Location I Size/Type I Weight (lbs.) 104+08.15, 4.11 RT 12 45 BEND 104+12.04, 7.99 RT 12 45 BEND 104+13.82, 8.04 RT 12 X 10 REDUCER HORIZONTAL TOTAL: L_- VERTICAL FITTINGS: 103+95.02. 12 45 BEND 103+97.50 I 12 45 BEND 104+02.4512 45 BEND 104+05.30 12 45 BEND VERTICAL TOTAL: TOTAL: tob1G• 01-01 Notes 86.0 86.0 61.0 ` :r ----- 86.0 86.0 86.0 86.0 344 LBS 577 LBS 5020-03 01-01-16 HYDRANT ASSEMBLY REMOVALS Location Each Notes 101+86.58, 27.65 RT 1 R.1 33- SALVAGE TO CITY 100+65.68, 26.71 RT 1 R.1 47- SALVAGE TO CITY 103+97.94, 41.40 LT 1 R.2 29- SLAVAGE TO CITY 103+99.25, 51.59 RT 1 R.2 33- SALVAGE TO CITY TOTAL: 4 5020-02 01-01-16 LIST OF HYDRANT ASSEMBLIES Top of Ground Location Notes Elevation 100+65.21, 25.23 RT 684.09 101+86.58, 27.65 RT 685.17 103+97.97, 41.40 LT 686.08 103+99.25, 51.57 RT 688.29 TOTAL: 4 4010-1 01-01- LIST OF SANITARY SERVICE STUBS Location I Side I Length I Property Address 100+93.96 RT 47.8 PARCEL 32 204 E WASHINGTON ST _ 101+13.46 RT 48.1 PARCEL 32 204 E WASHINGTON ST 101+19.19 LT 30.2 PARCEL 23 132 E WASHINGTON ST _ 101+31.69 LT 30.3 PARCEL 22 23 S DUBUQUE ST 101+53.68 LT 30.2 PARCEL 21 21 S DUBUQUE 5T 101+60.51 LT 30.2 PARCEL 21 21 S DUBUQUE ST _ 101+72.29 RT 48.2 PARCEL 23 132 E WASHINGTON ST_ 101+77.37 RT 48.2 PARCEL 23 132 E WASHINGTON ST 101+79.91 LT 30.2 PARCEL 20 19 5 DUBUQUE ST _. 101+80.67 LT 30.2 PARCEL 20 _ 19 S DUBUQUE ST, 102+43.27 LT 29.5 PARCEL 18 13 5 DUBQUE ST 102+45.68 RT 48.4 PARCEL 34 12 5 DUBQUE ST 102+60.88 LT 16.6 PARCEL 17 11 S DUBUQUE ST_ 102+66.95 RT 48.4 PARCEL 35 10 5 DUBQUE ST 102+82.59 FIT 48.4 PARCEL 35 _ 10 S DUBQUE ST ._ 102+90.78 LT 23.8 PARCEL 16 9 S DUBUQUE ST _ 103+00.45 LT 29.7 PARCEL 15 7 5 DUBUQUE ST 103+11.58 RT 48.4 PARCEL 36 6 S DUBUQUE ST 103+24.34 LT 17.9 PARCEL 14 5 S DUBUQUE ST _ 103+26.24 RT 48.4 PARCEL 36 6 S DUBUQUE ST 103+43.47 LT 18.8 PARCEL 13 1 S DUBUQUE ST ,. TOTAL 21 SERVICES 752 LF DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. C.8 5010-01 01-01-16 LIST OF WATER MAIN PIPE Location Type Pipe Dia. L nchp Length (Feet) 1 Notes Station to Station I 100+72.16 104+13 82 DIP 12.0 343.4 RESTRAINED - 2 GASKETS AT 45 BEND AND 1 GASKET AT REDUCER 101+45.69 DIP 4.0 44.4 FIRE SERVICE, PARCEL 22, 23 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END _... 101+63.18_. ..__...._ .�-_..__ ._. _._...,t ! _ DIP 4.0 44.1 FIRE SERVIE, PARCEL 21, 21 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END _ 101+81.47 DIP 4.0 44.4 FIRE SERVICE, PARCEL 20, 19 S DUBUQUE DIP 6.0 RESTRAINED- 1 22.9 HYDRANT PIPE RESTRAINED- 1 GASKETS AT GASKET AT TEE TAPPING AND 1 GASKETS AT END 101+86.58 101+98.15 DIP 6.0 34.7 FIRE SERVICE, PARCEL 32, 204 WASHINGTON RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 102+00.69 DIP 4.0 44.1 FIRE SERVICE, PARCEL 19, 17 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END _ 102+25.71 t DIP 6.0 34.9 FIRE SERVICE, PARCEL 33, 14 S DUBUQUE ST RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 102+44.27 DIP 6.0 44.0 FIRE SERVICE, PARCEL 18, 13 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 102+58.57 ! DIP 4.0 35.0 FIRE SERVICE, PARCEL 34, 12 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 102+63.78. 1 DIP 6.0 44.4 FIRE SERVICE, PARCEL 17, 11 S DUBUQUE a RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 102+66.27 i DIPli- 4.0 35.1 FIRE SERVICE, PARCEL 35, 10 S DUBUQUE I RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 102+86.67 DIP_ 4.0 4.3.6 FIRE SERVICE, PARCEL 16, 9 S DUBUQUE -- RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 102+99.84 DIP 4.0 34.9 FIRE SERVICE, PARCEL 6 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT 103+10.70 _ DIP 6.0 37.8 FIRE SERVICE, PARCEL 15, 7 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 103+13.43_1 DIP 6.0 31.8 FIRE SERVICE, PARCEL 14, 5 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 103+35.07 DIP 6.0 _32.3 FIRE SERVICE, PARCEL 13, 1 S DUBUQUE RESTRAINED- 1 GASKETS AT TAPPING AND 1 GASKETS AT END 103+45.15 DIP 4.0 ___ 35.2 FIRE SERVICE, PARCEL 37, 4-5 DUBUQUE RESTRAINED- 1 GASKETS A TAPPING AND 1 GASKETS AT END 103+55.57 TOTAL: DIP DIP SERIVCE DIP SERVICE DIP DIP 4.0 4.0 6.0 6.0 12.0 �35.1 FIRE SERVICE, 396.0 260.0 23.0 344.0 FARCE LI-3i 2 S DUBUQUE 5010-03 01-01-16 LIST OF WATER S 4VICE STUBS Pipe Dia. Z Location L ength (Feet) J Notes (Inches) 101+47.30, 38.28 LT 1.5 .6 PARCEL 22, 23 S DUBUQUE ST 101+64.S9, 38.30 LT 1.5 4.4 PARCEL 21, 21 S DUBUQUE ST _ 101+83.65, 38.64 LT 1.,5_' 5.1 PARCEL 20, 19 S DUBUQUE ST 101+96.30, 38.64 RT 2.0 ! 4.8 PARCEL 32, 204 E WASHINGTON ST 101+99.00, 38.42 LT 1.5 4.7 PARCEL 19, 17 S DUBUQUE ST 102+24.02, 38.44 RT 1.5 4.6 PARCEL 33, 14 S DUBUQUE ST 102+46.54, 38.48 LT 1.5 5.2 PARCEL 18, 13 S DUBUQUE ST 102+60.93, 38.40 RT 1.5 5.4 PARCEL 34, 12 S DUBUQUE ST 102+65.88, 39.03 LT 1. 5.1 PARCEL 17, 11 S DUBUQUE ST, 102+64.48, 38.45 RT Y5 4.7 PARCEL 35, 10 S DUBUQUE ST _ 102+88.06, 32.52 LT 1.5 4.3 PARCEL 16, 9 S DUBUQUE ST 102+97.90, 38.18 RT ' 1.5 4.9 PARCEL 36, 6 S DUBUQUE ST 103+09.21, 32.25 LT T._ _1.5 _ _v 4.5 PARCEL 15, 7 S DBUQUE ST 103+16.63, 26.20 LT 2.0 6.1 PARCEL 14, 5 S DUBUQUE ST 103+33.59, 26.80 LT 2.0 4.5 PARCEL 13, 1 S DUBUQUE ST 103+43.79, 38.28 RT 1.5 ! 4.4 PARCEL 37, 4 S DUBUQUE ST 103+54.10, 38.26 RT 1.5 1 4.5 PARCEL 38, 2 S DUBUQUE ST TOTAL: 1.5 67 LF K COPPER 14 SERVICES 2.0 16 LF COPPER K 3 SERVICES PROJECT NO: 00221012,00 DESIGNED BY: T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M. FAHRER CAD DATE: 111612023 2:00:40 PM DRAWN BY: T. LECLAIR CAD FILE: c:lpw_woMCirlpw ielttM06329811221012_C_Sheets.A= NO DATE BY REVISION DESCRIPTION # Fol11 5tl1rd-I 01-01- LIST OF WATER MAIN FITTINGS Location Size/Type Weight (lbs.) tes HORIZONTAL FITTINGS: 104+08.15, 4.11 RT 12 45 BEND 86.0 104+12.047.99 RT 12 45 BEND 86.0 104+13.82, 8.04 RT �2 X 10 REDUCER 61.0 _ HORIZONTAL TOTAL: 233 L VERTICAL FITTINGS:_.* _.. ._. 103+93.00 12 45 BEND 86.0 103+96.05 12 45 BEND 86.0 104+02.25 12 45 BE 86.0 104+05.00_ 12 45 D 86.0 VIER AL TOTAL 344 LB S _. TOTAL: _. 577 LBS 5020-03 01-01-16 DRANT ASSEMBLY REMOVALS 77 Location Each Notes 101+86.58, 27.65 RT 1 R.1 33- SALVAGE TO CITY 100+65.68, 26.71 RT 1 R.1 47- SALVAGE TO CITY TOTAL: 2 Location 5020-02 01-01-16 LIST OF HYDRANT ASSEMBLIES Location Top of Ground Notes Elevation 100+65.21, 25.23 RT 684.09 101+86.58, 27.65 RT 685.171 TOTAL: 2 _- 4(H10-1 01-01- LIST OF SANITARY SERVICE STUBS Side I Length 101+13.46 _ 101+19.19 I 101+31.69 1 101+53.68I 101+60.51 i . 101,72.29. --. 101+77.37 -_� 101+79.91 _+ 101+80.67 I 102+43.27 I 102+45.68 . 102,60.88_6 102+66.95 _ 102+82.59i 102+90.78 103+00.45 _ 103+11.58 103,24.34 �T 103+26.24 4 103+43.47 Property Address RT µ 48.1 PARCEL 32 204 E WASHINGTON ST �W LT 30.2 PARCEL 23 132 E WASHINGTON 5T LT 30.3 PARCEL 22 23 S DUBUQUE ST _ LT 30.2 PARCEL 21 21 S DUBUQUE ST LT _ 30.2 PARCEL 21 21 5 DUBUQUE ST _ _ RT 48.2 PARCEL 23 132 E WASHINGTON ST RT 48.2 PARCEL 23 132 E WASHINGTON ST _. LT 30.2 PARCEL 20 19 S DUBUQUE 5T LT 30.2 PARCEL 20 19 S DUBUQUE ST LT 29.5 PARCEL 18 13 S DUBQUE ST _ RT 48.4 PARCEL 34 12 5 DUBQUE ST PARCEL 17 11 S DUBUQUE 5T _ RT E_ PARCEL 35 10 S DUBQUE ST RT _48.4 48.4 PARCEL 35 10 S DUBQUE ST LT 23.8 PARCEL 16 9 S DUBUQUE ST_ _ LT 29.7 PARCEL 15 7 S DUBUQUE ST RT 48.4 PARCEL 36 6 5 DUBUQUE ST_ LT PARCEL 14 5 S DUBUQUE ST RT _17.9 48.4 PARCEL 36 6_S DUBUQUE ST, LT 18.8 PARCEL 13 1 5. DUBUQUE ST__ TOTAL 21 SERVICES?' 752 LF t _....._ _ivy_ DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. C.8 01-01- LIST OF WATER VALVE ASSEMBLIES Location Type Size (Inches) Ground Elevation Notes 100+72.15t 4.80_RT GATE 12 678.71 101+45.70, 3.30 RT TAPPING 4 684.9 101+45.70, 36.80 LT GATE 4 685.49 101+63.18, 3.24 RT TAPPING 4 685.01 101+63.18, 36.92 LT GATE 4 685.5 101+80.87, 3.20 RT TAPPING 4 685.13 101+81.47, 37.18 LT GATE 4 685.49 101+86.59, 6.28 RT GATE 6 685.11 101+98.16, 6.23 RT TAPPING 6 685.18 101+98.16, 37.22 RT GATE 6 685.31 102+00.69, 3.10 RT TAPPING 4 685.27 102+00.69, 36.97 LT GATE 4 685.63 102+25.72, 6.15 RT TAPPING 6 685.38 102+25.72, 37.02 RT GATE 6 v 685.78 102+44.81, 2.99 RT TAPPING 4 685.58 102+44.28, 37.01 LT GATE 4 685.85 102+58.58, 5.99 RT TAPPING 4 685.61 102+58.58, 36.93 RT GATE 4 685.99 102+63.78, 2.86 RT TAPPING 6 _ 685.71 102+63.78, 37.62 LT GATE 6_686.12 102+66.28, 5.96 RT TAPPING 4= 685.66 102+66.28, 36.97 RT GATE 4 685.94 102+86.68, 2.85 RT TAPPING 4 685.86 102+86.67, 31.66 LT GATE 4 686.12 102+99.85, 5.82 RT TAPPING 4 685.89 102+99.85, 36.72 RT GATE 4 103+07.66, 2.72 RT -� TAPPING _686.25 6 686 103+10.71, 30.08 LT GATE 6 686.15 103+12.11, 2.72 RT TAPPING 6 686.02 103+13.44, 24.78 LT GATE 6m 686.13 103+35.08, 3.03 RT TAPPING 6 686.17 103+35.08, 25.00 LT GATE 6 686.28 103+45.16, 5.95 RT TAPPING 4� g 686.12 103+45.16, 37.05 RT GATE 4 686.76 103+55.58, 5.73 RT TAPPING 4 686.07 103+55.58, 36.74 RT GATE 4 686.64 104+12.91, 8.04 RT GATE 12 685.48 TOTAL: GATE 4 11 GATE 6 7 GATE 12 2 TAPPING 4 11 113-1A 04-16-29 SIDEWALKS m See MI-220 and S Sheets �-.f Curb -F000 o£ Sad o.+olk «- E3 1073 NOV i 3 AH G• 4" PCC 6" PCC 8" PCC 10" PCC Detectable Road Identification Station to Station Side O O O Sidewalk Sidewalk Sidewalk Sidewalk Warnings Remarks FT FT % SY I SY SY SY SF WASHINGTON ST 99+66.88 99+93.12 LT 40.8 16 DUBUQUE ST 100+22.38 102+00.64 RT 281.8 32 DUBUQUE ST 100+49.64 102+93.63 LT 342.6 28 DUBUQUE ST 101+84.24 101+89.03 LT 4.4 DUBUQUE ST 102+20.33 104+04.20 RT 376.9 44 DUBUQUE ST 102+51.12 102r63.03 LT 15.8 DUBUQUE ST 102+86.87 102+90.95 LT 0.8 DUBUQUE ST 102+93.57 102+99.27 LT 6.8 DUBUQUE ST 102+93.57 103+31.33 LT 43.5 DUBUQUE ST 103+05.87 103+25.54 LT 20.3 DUBUQUE ST 103+31.28 103+70.37 LT 45.8 DUBUQUE ST 103+48.33 103+58.48 LT 6.1 DUBUQUE ST 103+70.37 104+04.29 LT 93.8 32 TOTALS: 94 SY 1196 SY 1S2 SF PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM-111 Locat t F1 t 4 4 � I 1� R " oho c�- �� SCHOOL XING S T 0 P AHEAD ONLY BIKE LANE EXIT Groove Idenlifladliun StationlOn Side STAW RTAW LTAW CSRW CSLW CSTW _ CRLW FERW LLRW RLRW RRCW BLSW WCSW WPSB SCLW XNGW STPW AHDW ONLW BIKW LANW XITW EACH DUBUQUE ST 100+85 LT 1 DUBUQUE ST 103+51 RT 1 TQrAIS: 2 PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE: 11/10/2023 3503O PM DRAWN BY: T. LECLAIR CAD FILE: c:1pw_workdirlpw ielfiRdo6329811221012 C Sheets.xlsm NO DATE BY REVISION DESCRIPTION i Fot11 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES Remarks 108- 04-21 SHEET NO. C.9 01-01-1 LIST OF WATER VALVE ASSEMBLIES Size Ground Location Type Notes (Inches) Elevation 100+72.15, 4.80 RT GATE 12 678.71 101+45.70, 3.30 RT TAPPING 4 684.9 101+45.70, 36.80 LT GATE 4 685.49 101+63.18, 3.24 RT TAPPING; 4 685.01 101+63.18, 36.92 LT GATE 4 685.5 101+80.87, 3.20 RT -_ TAPPING _ 4 685.13 101+81.47, 37.18 LT GATE 4 685.49 101+86.59, 6.28 RT GATE 6 685.11 101+98.16, 6.23 RT TAPPING 6 685.18 101+98.16, 37.22 RT GATE 6 685.31 102+00.69, 3.10 RT TAPPING _ 4 685.27 102+00.69, 102+25.72, 36.97 6.15 LT RT GATE TAPPING 4 6 685.63 685.38 102+25.72, 37.02 RT GATE 6 685.78 102+44.81, 2.99 RT TAPPING, 4 685.58 102+44.28, 37.01 LT GATE 4 685.85 102+58.58, 5.99 RT TAPPING 4 685.61 102+58.58, 36.93 RT GATE 4 685.99 102+63.78, 2.86 RT TAPPING 6 685.71 102+63.78, 37.62 LT GATE 6 686.12 102+66.28, 5.96 RT TAPPING _ 4 685.66 102+66.28, 36.97 RT GATE 4 685.94 102+86.68, 2.85 RT _ TAPPING 4 685.86 102+86.67, 31.66 LT GATE 4 686.12 102+99.85, 5.82 RT TAPPING 4 685.89 102+99.85, 36.72 RT GATE 4 686.25 103+07.66, 2.72 RT TAPPING____ 6 686 103+10.71, 30.08 LT GATE 6 686.15 103+12.11, 2.72 RT TAPPING 6 686.02 103+13.44, 24.78 LT GATE 6 686.13 103+35.08, 3.03 RT TAPPING 6 686.17 103+35.08, 25.00 LT GATE 6_ 686.28 103+45.16, 5.95 RT _ TAPPING 4 686.12 103+45.16, 37.05 RT GATE 4 686.76 103+55.58, 5.73 RT TAPPING 4 686.07 103+55.58, 36.74 RT GATE 4 686.64 103+93.87, 4.03 RT GATE 12 685.48 TOTAL: GATE 4 11 ._ ... _... GATE 6 ____.1 7 GATE 12 2 TAPPING 4 11 113-1A 04-16-1 SIDEWALKS See MI-220 and S Sheets Baok Feoo of S.dewelk _o�f�C_-bb � E3 IF off- 4" PCC PCC 8" PCC 10" PCC Detectable Road Identification Station to Station Side A B S Sidewal Sidewalk Sidewalk Sidewalk Warnings Remarks FT FT % Sy SY SY SF WASHINGTON ST 99+66.88 99+93.12 LT 40.8 16 DUBUQUE ST 100+22.38 102+00.64 RT 281.8 32 DUBUQUE ST 100+49.64 102+93.63 LT 342.6 28 DUBUQUE ST 101+84.24 101+89.03 LT 4.4 DUBUQUE ST 102+20.33 104+04.20 RT 376.9 44 DUBUQUE ST 102+51.12 102*63.03 LT 15.8 DUBUQUE ST 102+86.87 102+90.95 LT 0.8 DUBUQUE ST 102+93.57 102+99.27 LT 6.8 DUBUQUE ST 102+93.57 103+31.33 LT 43.5 DUBUQUE ST 103+05.87 103+25.54 LT 20.3 DUBUQUE ST 103+31.28 103+70.37 LT 45.8 DUBUQUE ST 103+48.33 103+58.48 LT 6.1 DUBUQUE ST 103+70.37 104+04.29 LT 93.8 32 TOTALS: 94 SY 1186 SY 152 SF PAVEMENT MARKING SYMBOLS AND LEGENDS Refer to PM-111 Location r 2JenLR{adalion Station Side t �1 �' ' ► �Y► "I R " oho c�. 51 SCHOOL XING STOP AHEAD ONLY BIKE LANE EXIT Crutse DLEUQM ST 203+51 RT 1 NO DATE BY REVISION DESCRIPTION Remarks 04-21 190-51 10-15-13 MATERIALS FOR TYPE 'A' SIGNS *FOR REFERENCE ONLY* TYPE A SIGNING TYPICALS SIGN NUMBER DIR OF TRAVEL SIGN LOCATION WOOD POSTS PERFORATED SQUARE STEEL TUBE Steel Rect. Tube TYPE A SIGN MOUNTING BRACKETS INSTALLATION REMARKS N0. OFANCHORS NO. OF 4 x 6 ONE POST BRACKET; TWO POST AUXILIARY OH FO i� i1 ':.iTyl ,,;) -fj`t [AM 'X?- FT t3; SEE SIGNING NOTES STATION POSTS LEG 1 LEG 2 LEG 1 LEG 2 LEG 3 ANCHOR POSTS LLENGTH FT FT FT FT FT CONC SOIL SLIPBASE EACH R1-1 EB 99+83.00 10 R1-4 EB 99+83.00 _ _ . _F _.. -� STREET SB 100+56.00 10 STREET SB 100+56.00 X .." ____.... - _ . _ -- _ _,._. _ _ _. _ __. _ . _... ...... ..._ ._ �... �. .-_ X 5 STOP - -, 0.75 ALL WAY _+ WASHINGTON 2.33 _ DUBUQUE ?" €.; RI-1 SB 100+5600 5 STOP R1-4 SB 100+56..00 0.75 ALL WAY NO PARKING-LOA NB 100+79.00, X 6.25 .. LOADING ZONE ARROW NB 100+79.00 I 1.25 HANICAP PARKIN SB 101+10.86 4 i 2 �w. STATE PERMIT FINE SB 101+10.86'. 0.5- 200 ARROW SB 101+10.86 0.5 NO PARKING-TIM SB 101+53.79_ !2 _ 2 AM TO 6 AM NO PARKING-LOA NB 101+78.00 10 X __'. 6.25 LOADING ZONE _ ARROW NB 101+78.00 _ NO PARKING-TIM NB 102+59.55 NO PARKING-TIM SB 102+97.50 1.25 _ 2 _ 2 _ 2 AM TO 6 AM 2 AM TO 6 AM _ HANICAP PARKIN NB 103+41.26 ' 2 STATE PERMIT FINE NB 103+41.26_i 0.5 _',.. 200 ARROW NB 103+41.26 0.5 NO PARKING-LOA EB 104+02.00 10 X 6.25 LOADING ZONE ® ARROW EB 104+02.00 1.25 NO PARKING-LOA EB 104+02.00 10 X I 6.25 LOADING ZONE ARROW EB 104+02.00 i 1.25 NO PARKING-LOA EB 104+02.00 10 X 6.25 LOADING ZONE T ARROW EB 104+02.00 ! 1.25 TOTAL: 70 7 ; TOTAL: 66 SQ FT I I ry I ( NO DATE BY REVISION DESCRIPTION �t 1 711 `1 PROJECT NO: 00221012A0 DESIGNED BY. T. LECLAIR PROJECT DATE: DECEMBER 2023 CHECKED BY: M.FAHRER CAD DATE: 1116/2023 2:0040 PM DRAWN BY: T. LECLAIR CAD FILE: dpw x(kdWpwje\HM0632981\221012_C_Slreels.xlsm Fou IDUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. C. 1 O 190-51 10-15-13 MATERIALS FOR TYPE 'A' SIGNS *FOR REFERENCE ONLY* TYPE A SIGNING TYPICALS SIGN NUMBER DIR OF TRAVEL SIGN LOCATION WOOD POSTS PERFORATED SQUARE STEEL TUBE Steel Rect. Tube TYPE A SIGN MOUNTING BRACKETS INSTALLATION REMARKS N0. OF POSTS POST LENGTH ANCHORS NO. OF 4 x 6 ONE POST BRACKET TWO POST AUXILIARY H F1 TYPE DIM 'X' FT SEE SIGNING NOTES STATION POSTS LEG 1 LEG 2 LEG 1 LEG 2 LEG 3 ANCHOR FT FT FT FT FT CONICSOIL SLIPBASE FT EACH R1-1 EB 99+83.00 10 X RI-4 EB 99+83.00 . STREET SB _ 100+56.00 10 X-2.67WASHINGTON STREET SB 100+56.00 i S STOP 0.75 , ALL WAY 2.33_ DUBUQUE R1-1 SB 100+56.00 5 STOP RI-4 SB 100+56.00 ' 0.75 _ ALL WAY NO PARKING-LOA NB 100+79.001 10 X 6.25 LOADING ZONE _ ARROW NB_ 100+79.00 � 1.25 � _ HANICAP PARKIN SB 101+10.86 2 STATE PERMIT FINE SB - 101+10.86 I 0.5 200 ' ARROW SB_ 101+10.86i ,,. 0.5 I NO PARKING-TIM SB_ 101+53.79 '. _ 2 2 AM TO 6 AM _ NO PARKING-LOA NB _ 101+78.00 10 X 25 LOADING ZONE ARROW NB 101+78.00' -6. 1.25 NO PARKING-TIM NB 102+59.55 100, 2 2 AM TO 6 AM NO PARKING-TIM SB 102+97.50 ` _2 2 AM TO 6 AM HANICAP PARKIN NB '- 103+41.26 100, 2STATE PERMIT FINE NB -+ ARROW NB NO PARKING-LOA EB .� ....,. ARROW EB NO PARKING-LOA EB ARROW EB - NO PARKING-LOA EB 103+41.26 _ 103+41.26'. 104+02.00 104+02.00' 104+02.00 ! 104+02.00 104+02.00 10 10 0.5 200 LOADING ZONE LOADING ZONE LOADING ZONE _ 0.5 X 6.25 � 1.25 X 6.25 1.25 X _ 6.25 ARROW EB 104+02.00 1.25 j TOTAL: 70 7 TOTAL:. 66 SQ FT NO DATE BY REVISION DESCRIPTION MIDW STONE ANK 19 LLC A M 11 S DUBUQUE 17 11 S DUBUQUE ST O OM INC ib 9S DUBUQUE ST O RINELLA FAMILY LLC 15 CAROL C. DUSS TRUSTEE CAROL OUSE 13 1 S DUBWUE S7 O I �., I 1 m B. BELL �� H OOD B. TRUST 18 13 S DUBUQUE PUB MASALA INDIAN CUISINE CATHERINES BOUTI U 14 DUBUQUE ST. BURCH TAVERN -, I I FAMILY FAMILY pRAIRIEU LIGHTSCAFE - 5 S S7 _ — I I I - 17 S DUBUQUE ST VAULT AULT _. _DUBLIN UNDERGROUND I� - — - IIi 1 PUL B R DI E xR A 1 I 1\ v #\ m ST.S(D) — - — m a I q r o 8L O i - : \ _ .S "' C ❑ Sr - _ __ — _ ___ - -_. _. __ _ _ is _F 1� -—�T.Sl�1 — - - - — - — -�_ -- } �\ EDESTRIAN LIGHTS I \ � \ I \ o I 7 - CATENA Y LIGHTS, \\ p \ - - I- - w(eJ - SEE P, L AND V SHE S I I I I 7 - - O# I I \ I I - o `. STA 102+10.63, DOB y ST - D BUQUE T o + SANITARY SEE L SHEETS FOR SIDEWALK AND I I END PAV G �' STA 104+ 7.'98 I ' I 7/ T N o STA 500+00.00, ELT I ALIGNMEN m o SEWER NDSCAPING IMPROVEMENTS "_I I € I RMOVtBLE go \ OLLLLARRDS� I f \ / ATERM N 1 \ — _ — lw\�� \� IwM), I — — — — I — — _ - —— —— —- I \ I SIDEW SEE LS-SHE K AND LANDSCAPING S FOR 3 O --_ p BRICK VERS REINSTALLED I' c IMPROVEMENT s ,1 MATCI.I��u•GPATTERN N I I SEE LS SHEETS I m _ r _ - \_ — — -- - -' — - — - — - - — R PEDES ADWAYAND RIAN LIGHTS i t T _ -. o _ r Y W Y �wl2 N OVABL n r � O c FFF1 LLC (HALF) & 2`< fFF1 LLC (HALFl 8 c c i FFF1 LLC ° c KINGMBUQU LLC � I C ILLL------...---,,,PARTNER LLARD 33 FFF 2 LLC (HALF 14S DUBUQUE ST FFF 2 LLC (HALF) 36 12 S DUBUQUE ST O FFF 2 LLC (HALFl 35 10 S DUBUQUE ST O 36 6SDUBUQUE ST PLARF NERSHPLLPc O 37 _ SPORTSCOLUMN SPORTSCOLUMN SPORTS COLUMN _ DEADWOOD TAVERN 4SDUB000E ST THE SHOP 25 DUEL 38 DULC > W PROPOSES PROFILE TRADE I I I r EXISTING gROUND @ CL CLIENT PROJECT NO: 53939 FO1H PROJECT NO: 00221012,00 i DESIGNED BY: T LECIAR CHECKED BY: NL FAHRER DRAWN BY. T LFCLAIR LETTING DATE: DECEMBER 2023 CAD DATE: 1 1 /4/2023 9:58:28 AM CAD FILE: clpw_workdi6pw_le1BIIdO584674100221012.00_D_SHTdgn Foth, ELV 6.34 LEN 4T. 00 FT K5 I— I� — F - r-- 1--creJ- - I I � I I Z�� I FEET ri��l I iU +60 +70 +g0 +90 104+00 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, V DUBUQUE STREET MAINLINE PLAN AND PROFILE D.2 � rlil� I I \ Ii /1 1• • u l;" WA_ 39 041 _ ai IOWA CITY DOWNTOWN PROPERTIES LLC Q LLC 1900 LLC I JTK HOLDING LLC 211 E IOWA AVE 213 E IOWA AVE 217, 219, 221 E IOWA AVE 13 S LINN ST CD ELRAYSLIVE B DIVE GEORGE'S BEST GYROS CD CAPITOL SQUARE CONDOMINIUMS I i JOYSTICK COMEDY ARCADE PLAYERS SPORTS BARS 8 GRILL N N 2 R I 3 1110V 13 AM 8• j 7 FFFI LLC(HALFl 8 FFF 2 LLC (HALF) 14S DUBUQUE ST _ SPORTSCOLUMN " 6 a - -A B L' `n Iz. _ _ XRWAY - O —F02(0)— _ _ _ __ __ —' - - - _ .. :211 ._ Ocv �- RMSEWER $TD � _—F02(DI_ _ — _ ALIGNME _ _ _ _ _ .. _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ - — - m — - — - - — - - _ >_ �- >f - - — - — - — Fo(o) — - - — - — — - — Fam — - --- AtL�`�IAY • _——�'_"`. = F04( _ :_. UIBI _ G(ft F f - Fly -CIS) — — _ _ _ --' — FMBJ F-" FNB) -r -d�. x AV Wti REMOVABLE BOLLARDS BOLLARDS v 32 US BANK NATIONAL ASSOCIATION 204 E WASHINGTON ST US BANK PI 500+75.0 ELV 684.93 41d300" K=121 i CLIENT PROJECT NO, S3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. LECLAR CHECKED BY M. FAHRER DRAWN BY T. LECWR LETTING DATE DECEMBER 2023 CAD DATE 1 1 /912023 507,54 PM CAD FILE. clew.w rkdirlpw_Ie1MId0584674100221012.00.E_5HT.dgn N 501+25.( ELV 683.81 EN 30.00 F I # Foth k 31 US BANK NATIONAL ASSOCIATION 214 E WASHINGTON ST US BANK VPI 60 +60.00 ELV 83.46 LEN 3 .00 FT DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA I I 47 O220 E WASHINGTON STREET RESIDENTIAL COOPERATIVE INC 218 WASHINGTON LLC 220 E WASHINGTON ST 219 E WASHINGTON ST FOR LEASE DISCERNING EYE D PROFILE G ALLEY WAY SIDEROAD PLAN AND PROFILE ELV 681.24 .ER° TUr K=14 O 21 S LINN IOWA PROPERTY LLC 21 S LINN ST EMPTY LOT 24N"_t N FEET E.1 - a9 O a1 as IOWA CITY DOWNTOWN PROPERTIES LLC 00 LLC 1900 LLC JTK HOLDING LLC I _ _ 211 EIOWA AVE 213E IOWA AVE 217,219,221 E IOWA AVE 13 S LINN ST CD ELRAYS LIVE DIVE GEORGPS BEST GYROS G CAPITOL SQUARE CONDOMINIUMS JOYSTICK COMEDY ARCADED I ,* C + PLAYERS SPORTS BARS 8 GRILL STUDIO 13 } 0 CD I I R R 1 'M FEET LLC(HALR B FFF 2 LLC (HALF) 1 I I 14 S DUBUQUE ST I _. SPORTS COLUMN E8 EB I a FB 1 wSTA 00, ENTR - _ .Rw / zRwAY STA1 10. .DUBU ST FOzr01- - - — — — — — STORM SEWER - - - - - - - - - -FozrD - - - - w �} ALIGNME - - — - -� - _ - GrBi� ' .- _ - — - — ww — - — — ALLEYWAY —�WBi — - 7F0( - — - — - - — t —E— . - - - - - - - - _ ._ - - - - - - _ _ _ _ _ - - - - - - - -�- -- FUlB7(yg FO(1, ._ - \ s Bl I , s I F _ .I YDo �. -. o x '. AY ` ,3 'y REMOVABLE Ir^wwre! I BOLLARDS BOLLARDS I y 11L O i I�:. 21 S LINN IOWA PROPERTY LLC / I ST EILTY N MPOT lop 47 - I 32 31 3p O 220 E WASHINGTON STREET RESIDENTIAL COOPERATIVE INC 4N- � US BANK NATIONAL ASSOCIATION US BANK NATIONAL ASSOCIATION LASANSKY CORPORATION 1218 WASHINGTON LLC 220 E WASHINGTON ST FEET 204 E WASHINGTON ST 214 E WASHINGTON ST 216 E WASHINGTON ST I 218 E WASHINGTON ST I FOR LEASE US BANK US BANK LASANSKY CORPORATION GALLE I DISCERNNG EYE I J W H a ELV 683.81 EN 30.00 F ED PROFILE v a ELV 681.24 N�2MO r K=14 688 PI 500+75.0 1° a `O + 17 C 680 ELV 684.93 0 ' - 0 5 K =121 a J W O ... VP I 50 +60.00 o �+ r 7 ELV f 83.46 --i o LEN 30.00 FT N 0 678 > w E 676 ")'yam - 676 0 CLIENT PROJECT NO. 53939 FOTH PROJECT NO: 00221012 00 DESIGNED BY: T. LECLAR CHECKED BY. M. FAHRER DRAWN BY T. LECLAIR LETTING DATE DECEMBER. 2023 CAD DATE 1 1/6/2023 2:12:1 1 PM CAD FILE: clew_mrkdidpw_Ielnlld05 84674100221012.00_ESHTdgn 'h �I R. .OI I NI O ^I �I V c V QI^ O.0 nN .p r\ Nb <V NIIIIFN OO rb bb �"�M �N O'O nn � " frjfb .- tyt+'jm N N N1 N0 b00 Ob b00 �W m �a0 �O b .Db 10b .Ob �pb .Ob b b.O .D .D .O .O �O b b b b b V F10 +20 +30 +40 +50 +60 +70 +80 +90 502+00 +10 +20 +30 +40 +5( Foth DUBUQUE STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE SIDEROAD PLAN AND PROFILE IOWA CTIY, IA F.1 I 41 t� 45 .k 1900 LLCM JTK HOLDING LLC 217, 219, 221 E IOWA AVE 13 S LINN ST O CAPITOL SQUARE CONDOMINIUMS I JOYSTICK COMEDY ARCADE CD -. O+ PLAYERS SPORTS BARS B GRILL k STUDI013 -. N 1a a O UD s' I CD 3 % .. 79Z3 NOV 13 A1-1 8: - ! I c E- XRWAY - - - END PAVING —Foam — - STA503+74.38 ALIGNMENT ALLEY WAY F010 _ �- ....F048, Lrzra) s1`slcT FO/e)—G(� E2lel END)_ - - _ — — �� — - — _ - rs,C1 -, Fll181 - z AY x N NG 3 STORM SEWER N Z Z i O J 21 S LINN IOWA PROPERTY LLC 21 S LINN ST EMPTY LOT 47 3 O220 E WASHINGTON STREET �� �� r� p 10 RESIDENTIAL COOPERATIVE INC 218 WASHINGTON LLC 220 E WASHINGTON ST a N� = FEET 218 E WASHINGTON ST FOR LEASE 1 " DISCERNING EYE 690 I 690 688 688 PI 502+65.0 686 ELV 681.24 686 K=14 o� 0 om 684 D0 'n 684 > + >> C4 .-20 PR POSED PROFILE GRADE + + +682 682-0.60 a 1.80 0 680 rEXIST11GROUND Ca Z.50� 680 0 0 0 + 0 + n 678 o m 678 >w a� > w VPI 50 +10.00 676 ELV 0.97 676 K 17 674 674 V V V j�0- h Ma N�o N ^ T M O O1, m q0 R0 OC O0 9 CTD O0 DV co N mD m O m OO m mO muo0om a�N 672 0 .0 10 102 10 10 67210 502+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 503+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 504+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 CDENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION ALLEY WAY DESIGNEDTE TLECLAIRMBE CHECKED BY DRAWN BY. T.LECIAIR IT Foth E WASHINGTON STREET TO IOWA AVENUE SIDEROAD PLAN AND PROFILE E.2 LETTING DATE DEGEMBER 1 19120 2023 CAD DATE I I /912023 507:57 PM CAD RIP clpw.workdidpw.l¢IMIdO58467410022K112.00_E_SHT.dgn IOWA CITY, IA 1 686 1900 LLC I JTK HOLDING LLC 21 7,219, 221 E IOWA AVE 13 S LINN ST C CAPITOL SQUARE CONDOMINIUMS JOYSTICK COMEDY ARCADE O + PLAYERS SPORTS BARS 8 GRILL STUDIO 13 CNI N N � � x I I I 1-. . yy� I I XRWAY I :I ENDPAVING F,02(0) STA503+74.3FozlDl— ALIGNMENT ALLEY WAY r - - - %. e _ _ - S7`Srcr_ - _ — _ _ - — E2(B — — - — m \ - — — — - — a�1— - G --_ -- --- —_ --- - Foley i �_ -� � _ FO(li .._ ENO) STORM SEWER � N / Z -J II -J 21 S LINN IOWA PROPERTY LLC 21 S LINN ST EMPTY LOT I I d7 3 220 E WASHINGTON STREET O RESIDENTIAL COOPERATIVE INC 218 WASHINGTON LLC 220 E WASHINGTON ST 218 E WASHINGTON DISCERNING EYE ST FOR LEASE V 681.24 rfTw K=14 3 e .J 1 ,_= e.. :aHXM� ii � W -J �6W�y 0 0 6 ..... t— • "� FEET 684 °D o °' W 684 G > + o U W W 66 > (L +.O mn M,O 682 -2.0 i > PR POSED PRO ILE GRADE O `_" > w + O + o n n + iD 682 a � 1 680 ,o ci � c� rnk n n I? u, '= m N oNo m ao w co m 672 ,o 11Dao a ro 2 ,D 502+00 +10 +20 +30 +40 +50 = CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 i DESIGNED BY: T. LECIAR CHECKED BY: Nt FAHRER DRAWN BY: T. LECLAIR LETRNG DATE DECEMBER 2023 CAD DATE: 111612023 2: 1115 PM CAD FILE: clpw_workdirlpw_IelfdldOS84674100221012.00_F_SK..dgn mIIII�IIII� REVISION +10 +20 +30 # Foth 10 +60 +70 +80 +90 504+00 +10 +20 +30 +40 +5( DUBUOUE STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE SIDEROAD PLAN AND PROFILE IOWA CITY, IA 00+90L OO+VOL 00+1 00+i 00+ 00+OOL 00+66 CIJENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 R DESIGNED BY: T LECWt CHECKED BY: M. FAHRER DRAWN BY: T. IECWR LETTING DATE DECEMBER 2023 CAD DATE: 111612023 1:57:45 PM �? CAD FILE clpw-w rkdlrlpw-IelWd-kmw3Id0584674100221012.00-G-SHTdgn o�m GENERAL INFORMATION MEASUREMENT UNITS FOR THIS SURVEY ARE US SURVEY FEET. THIS SURVEY IS FOR A PROPOSED PROJECT ON DUBUQUE STREET IN IOWA CITY, IOWA. HORIZONTAL CONTROL IOWA SOUTH ZONE (1402) HORZ. DATUM: NAD83 (NA2011) { j p* VERT. DATUM: NAVD 1988 > US SURVEY FEET ; CONTROL POINTS EASTING STATION OFFSET FEATURE DISCRIPTION CONTROL NO. NORTHING ELEVATION "J 01 100 611388.271 2177870.619 685.872 104+73.41 41.974 RT CPS CUT'X' 101 611127.661 2177817.918 684.931 102+12.97 14.337 LT CPS CUT -X- 102 610908.716 2177845.109 684.032 99+94.26 9.756 RT CPS CUT 103 611120.835 2178274.102 679.950 102+00.36 441.675 RT CPS CUT -X* BENCHMARK DATA POINT I ELEVATION DESCRIPTION BM 50 1688.57 1 CUT "X' IN HYDRANT BOLT AT SW QUADRANT OF IOWA AVENUE AND DUBUQUE STREET BM 51 1686.47 1 CUT "X' IN HYDRANT BOLT AT SW QUADRANT OF WASHINGTON STREET AND DUBUQUE STREET +CPS #103 ALIGNMENT DATA - DUBUQUE STREET POINT DISTANCE NORTHING EASTING ID BEARING (FEET) M (X) PC PI PT NO.802"W 431.263 ' 610914.316 2177835.274 1 100+00.00 611345.537 2177829.239 1 104+31.26 DELTA I R ALIGNMENT DATA - ALLEY WAY DINT DISTANCE NORTHING EASTING BEARING ID (FEET) m (X) PC PI PT DELTA R L T N89.237'E 361.666 ' 611124.927 2177832.326 500+00.00 611129.746 2178193.96 1 503+61.66 ALIGNMENT DATA - WASHINGTON STREET POINT DISTANCE NORTHING EASTING ID BEARING (FEET) (Y) (X) PC PI PT DELTA R L T N89.241"E 100.000 ' 610912.462 2177695.286 200+00.00 N69.253'E 29.255 ' 610913.786 2177795.277 201+00.00 N89.241'E 170.745 ' 610924.149 2177822.635 201+29.25 610926.41 2177993.365 203+00.00 ALIGNMENT DATA - IOWA AVENUE POINT DISTANCE NORTHING EASTING ID BEARING (FEET) (Y) (X) PC PI PT DELTA R L T N89.232'E 300.000 ' 611343.526 2177679.252 300+00.00 611347.548 2177979.225 1 303+00.00 Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET IE WASHINGTON STREET TO IOWA AVENUE REFERENCE TIES AND BENCHMARKS IOWA CITY, IA Am, so 4N- FEET G.1 practices to, the following: TRAFFIC CONTROL PLAN 108-2 08-01- 1. The Contractor shall coordinate traffic control with other projects in the area. This includes private utility relocations. 2. Traffic control on this project shall be in accordance with specific layouts shown on these plans and the Manual on Uniform Traffic Control Devices for Streets and Highways, as adopted by the Department per 761 of the Iowa Administrative Code (IAC), Chapter 130. 3. All traffic control devices shall be furnished, erected, maintained and removed by the contractor. Contractor to verify traffic control devices at a minimum of once a week or immediately after any weather event. Correct as necessary. 4. All traffic control signs shall be placed at a minimum of 2 feet clear of the back of curb or outside edge of shoulder where possible. 5. Portable mountings for warning signs may be used for temporary installations of 3 days or less. 6. The proposed signing may be modified to meet field conditions, prevent obstructions and to accommodate construction scheduling upon approval of the project engineer. 7. Chain link fence shall be placed entirely across the traveled portion of the roadway, sidewalk and at all locations where Type III Barricades with "Road Closed" signs are used. Securely fasten chain link fence to ensure pedestrians cannot enter the work areas. Anchoring of fencing to new pavement will not be allowed. 8. Long term or permanent traffic control signs that conflict with specific layouts shown on these plans are to be covered as directed by the project engineer. 9. Sign washing shall be considered incidental to traffic control and required as directed by the project engineer. 10. The Contractor shall coordinate with the City of Iowa City for removal of all existing street signs. The Contractor shall only remove signs as indicated in the contract documents. 11. All permanent road signs, except as noted in the plans, will be furnish and install by the City of Iowa City. All permanent road signs shall be installed before the roadway is reopened to traffic. 12. The Contractor shall notify the City a minimum of two (2) weeks prior to changes in traffic patterns. 13. The Contractor shall place painted pavement markings as indicated by the staging and traffic control plan. The Contractor shall also remove existing and temporary markings as necessary for the proposed traffic control plan. The removal method shall be approved by the project engineer and shall not permanently damage or scar the pavement. 14. The location for storage of equipment by the contractor during nonworking hours shall be at 21 S. Linn Street. The Contractor shall provide a written agreement with the property owner(s) if private property is used to store equipment. 15. Contractor shall install Type II Barricades with "Sidewalk Closed" for all sidewalk closures on an as needed basis. 108-2& - 08-01-0 - STAGING NOTES Construction activities in this area will disrupt traffic on South Dubuque Street between Iowa Avenue and East Washington Street. Traffic will al£pjbe diSr+ipted in the alley between South Dubuque Street and South Linn Street. Construction will be completed over the course of of one eenstructi-M season (2024). It is r�gnizfld-that as the various activities related to construction progress, certain situations may arise which will preclude adhering"to the original construction sequence or which would readily lend themselves to more efficient staging operations. Should the Contrap�gr desire to deviate from the original plan, a written alternative plan shall be submitted to the Project Engineer for approval a minigO of two (2) weeks prior to the proposed changes. Coordinate with all public and private projects in the area at all times. PROJECT ACCESS AND STAGING AREAS: Staging shall be confined within the project limits and/or the north half of the vacant lot at 21 S. Linn Street. If contractor elects to utilize the 21 S. Linn Street property they will only have access to the north half of the lot. Staging limits at this lot will need to be coordinated with the City and Senior Center Project. Construction vehicles, equipment and etc. shall be contained within the staging limits at all times. On -street parking spaces shall not be used at any time for contractor parking. UTILITIES: Private utilities with known conflicts have relocated or are in the process of relocating facilities. Some utilities may not be completely relocated prior to the commencement of construction. It will be the Contractors responsiblity to provide access to the site as necessary for utilities to perform the required relocations. There may be other unknown conflicts discovered during construction. The Contractor shall work with each utility company to resolve each conflict and incorporate them into the overall construction schedule. Refer to sheet A.02 for utility contact information. TRAFFIC CONTROL: 1. South Dubuque Street will be closed to thru traffic for the duration of the project. 2. The alley between South Dubuque Street and South Linn Street will remain open but closed to thru traffic during Stages lA and I.B. During Stage 2A the alley will be under full closure and access shall be maintained to the underground alley way parking entrance at 217, 218, 219, 221 and 223 Iowa Avenue. Any disruptions to access shall be coordinated with the property owner and residents a minimum of two (2) weeks in advance. 3. Maintain pedestrian access to businesses and residents at all times during construction. During the construction phasing, it will be necessary to coordinate with all businesses and residents if access is cut off for short durations. Night and weekend work, constructing accesses half at a time and etc. will be necessary throughout the project. Contractor shall coordinate with the City of Iowa City and businesses to ensure construction operations impacting access are be completed outside of working hours or at night. 4. Contractor shall use a Portable Dynamic Message Signs (PDMS) to inform the public a minimum of three (3) days prior to minor changes in traffic patterns on side roads and five (5) days for major traffic pattern changes on Dubuque Street. Locations of PDMS will be determined by the Engineer in the field and shall be oriented such that sidewalk access is maintained. Refer to detailed staging notes for additional information. 5. If access to businesses or residents is interrupted to complete underground utilities, pavement or other construction related activities, the contractor shall coordinate with the City, business and/or resident a minimum of one (1) week in advance. 6. Construct the project such that business and residential access is restored immediately following installation of water main, storm sewer and sanitary sewer. 7. Contractor shall confine its equipment, storage of materials, and operation of work to the limits indicated by laws, ordinances, . mitc nr air-tinn of the Fnoineer And chall not unreasonablv encumber the Dremises with it's materials. The Contractor shall STAGING NOTES comply with the Engineer's instructions regarding signs and advertisements. 8. If Contractor plans to store equipment or materials on private property they need to provide a copy of the agreement to the City. 9. All detour routes, traffic control, signage and etc. shall comply with the current edition MUTCD standards. 10. Contractor shall maintain access for emergency vehicles at all times. 11. Pedestrian access is to be maintained at all times. A minimum 8-foot wide east -west and north -south path shall remain along each building facade 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 without interruption or delay. 12. When the 8-foot minimum pedestrian access adjacent to the facade is blocked, a temporary path within the newly paved roadway shall be provided to maintain continuous access on both sides of Dubuque Street. 13. work that limits access to or through a building entrance or interrups water service shall be coordinated with any affected property owner, business owner, the City of Iowa City and the Iowa City Fire Department. 14. Temporary access to businesses may include asphalt/PCC paving, bridging, planking or other methods approved by the City of Iowa City. It is recognized temporary property and business access points will need to be adjusted frequently to complete construction operations such as removals, utilities, vaults, pavement and etc. 15. Contractor shall provide sufficient access for deliveries and trash removal during construction. 16. During all stages of construction, contractor shall maintain an average of 1.0 FC with temporary lighting at all areas accessible to pedestrians, throughout construction. Style and proposal for lighting to be coordinated and approved by the City. Areas requiring work after dark shall comply with Iowa SUDAS light level specifications. GENERAL STAGING COMMENTS AND PROJECT INTENT: The Contractor shall work in a continuous manner to complete the project. This may require multiple mobilizations to perform work tasks when a portion of the site is available. The Contractor shall follow the construction staging plan as indicated in the contract documents. The Contractor may submit an alternative construction staging plan to be approved by the Engineer. The Contractor will not be permitted to proceed into additional phases until all work has been completed in current stage and open to pedestrian traffic without the approval of the Engineer. Contractor is approved to work 7 days a week. Night work will be permitted on a limited basis as approved by the Engineer. Contractor to maintain storm water and sanitary flow throughout the duration of the project. Dewatering structures during project staging shall be the responsibility of the contractor. Bypass pumping is intended to be used for sanitary sewer installation along Dubuque Street and Iowa Avenue. Bypass pumping shall be considered incidental to sanitary sewer installation. Contractor to coordinate all water main shut downs, testing, temporary connections and etc. with the water department. All water main pipe, fittings, valves and etc. for testing purposes shall be considered incidental to the staging of the project. Trash and grease dumpsters currently located in the alley way will need to be emptied frequently. Contractor shall provide access at all times to dumpster locations and will be required to move dumpsters during staging operations. Refer to staging sheets for more information on locations throughout construction. All temporary lighting shall be incidental to the Temporary Traffic Control bid item. The following roadways will be closed at all times during construction: South Dubuque Street 1. Closed between Iowa Avenue and East Washington Street during all stages. Pedestrian access shall be maintained at all times throughout construction. It is understood the contractor will need to construct, modify and adjust pedestrian access routes on multiple occasions throughout construction. Temporary pavement can be installed as necessary at the direction of the engineer. Refer to staging sheets for pedestian routes. Alley 1. During Stages lA and 1B the alley shall remain open at all times but closed to thru traffic at South Dubuque Street. Maintain access from South Linn Street in Stages lA and I.B. Closed between South Dubuque Street and South Linn Street in Stage 2A. The above and underground parking shall be maintained at all times during construction. During all other stages the alley will be open from South Linn Street but closed to through traffic as indicated in the plans. GENERAL PROJECT STAGING NOTES AND SEQUENCING: The contractor will be required to maintain and adjust access to business and property owners at all times throughout the project. This will require significant coordination on the contractor's behalf to connect storm, sanitary and water, adjust access points, install temporary pavement and signage, etc. Temporary 6' Chain Link Fence will be required around all staging areas. Estimated fencing quantities outlined in staging notes below are for initial installation in each stage. Temporary fencing will need to be installed, moved, adjusted and added to multiple times throughout each stage to complete construction activities. Installation of all temporary fencing, adjustments, materials, labor and etc. shall be considered incidental to the Temporary Traffic Control bid item and no additional payment will be made. STAGE lA - SOUTH DUBUQUE STREET FROM IOWA AVENUE TO EAST WASHINGTON STREET 1. Refer to sheets 1.5 and 1.9. Install traffic control and signing in accordance with the Traffic Control Plan prior to closing Dubuque Street between Iowa Avenue and Washington Street. 2. Refer to sheet 3.13 for staging plan. Complete the following activities: Install temporary traffic control and 6' chain link fence around the perimeter of the work area. Approximately 916 LF temporary 6' chain link fence is anticipated in this stage. Saw cut and remove pavement, sanitary sewer, storm sewer, water main and etc. from back of curb to back of curb. Temporary pavement may be necessary at stage limits to maintain pedestrian access in subsequent stages. Construct sanitary sewer, storm sewer, water main and subdrain. Construct all pavement, brick at Iowa Avenue intersection and install removable roadway bollards. STAGE 1B - SOUTH DUBUQUE STREET AND SIDEWALK AT INTERSECTIONS OF IOWA AVENUE AND EAST WASHINGTON STREET. SANITARY SEWER AT IOWA AVENUE. 1. This stage may be combined with with Stage lA as long as pedestrian access is maintained. 2. Refer to sheets 1.6 and 3.10. Install traffic control and signing in accordance with the Traffic Control Plan prior to PROJECT NO 221012 DO DESIGNED BY T. LECLAIR NO DATE _ BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION SHEET NO. PROJECT DATE 15/212023 CHECKED BY T. ECLAIR _ Foth CAD DATE 1vs�2oz3 ,,:zoz3 Arn DRAWN BY T.LecLAia � � � EWASHIN WASHINGTON STREET TO IOWA AVENUE J.1 CAD FILE. c� wakdelpw-IeWif51d%329811221012.00_J_Shee+s Asm IOWA CITY, IA TRAFFIC CONTROL AND STAGING NOTES 108-23A 08-01-08 TRAFFIC CONTROL PLAN The Contractor shall employ sound practices of safety and traffic control. These methods and practices shall include, but not be limited to, the following: 1. The Contractor shall coordinate traffic control with other projects in the area. This includes private utility relocations. 2. Traffic control on this project shall be in accordance with specific layouts shown on these plans and the Manual on Uniform Traffic Control Devices for Streets and Highways, as adopted by the Department per 761 of the Iowa Administrative Code (IAC), Chapter 130. 3. All traffic control devices shall be furnished, erected, maintained and removed by the contractor. Contractor to verify traffic control devices at a minimum of once a week or immediately after any weather event. Correct as necessary. 4. All traffic control signs shall be placed at a minimum of 2 feet clear of the back of curb or outside edge of shoulder where possible. S. Portable mountings for warning signs may be used for temporary installations of 3 days or less. 6. The proposed signing may be modified to meet field conditions, prevent obstructions and to accommodate construction scheduling upon approval of the project engineer. 7. Chain link fence shall be placed entirely across the traveled portion of the roadway, sidewalk and at all locations where Type III Barricades with "Road Closed" signs are used. Securely fasten chain link fence to ensure pedestrians cannot enter the work areas. Anchoring of fencing to new pavement will not be allowed. 8. Long term or permanent traffic control signs that conflict with specific layouts shown on these plans are to be covered as directed by the project engineer. 9. Sign washing shall be considered incidental to traffic control and required as directed by the project engineer. 10. The Contractor shall coordinate with the City of Iowa City for removal of all existing street signs. The Contractor shall only remove signs as indicated in the contract documents. 11. All permanent road signs, except as noted in the plans, will be furnish and install by the City of Iowa City. All permanent road signs shall be installed before the roadway is reopened to traffic. 12. The Contractor shall notify the City a minimum of two (2) weeks prior to changes in traffic patterns. 13. The Contractor shall place painted pavement markings as indicated by the staging and traffic control plan. The Contractor shall also remove existing and temporary markings as necessary for the proposed traffic control plan. The removal method shall be approved by the project engineer and shall not permanently damage or scar the pavement. 14. The location for storage of equipment by the contractor during nonworking hours shall be at 21 S. Linn Street. The Contractor shall provide a written agreement with the property owner(s) if private property is used to store equipment. 15. Contractor shall install Type II Barricades with "Sidewalk Closed" for all sidewalk closures on an as needed basis. 108-26. es-91-e STAGING NOTES Construction activities in this area will disrupt traffic on South Dubuque Street between Iowa Avenue and East Washington Street; Traffic will also be disrupted in the alley between South Dubuque Street and South Linn Street. Construction will be completed over th course of of one construction season (2024). It is recognized that as the various activities related to construction progress, certain situations may arise which ' 1 preclude adhering to the original construction sequence or which would readily lend themselves to more efficient staging op tions. Should the Contractor desire to deviate from the original plan, a written alternative plan shall be submitted to the Proje ngineer for approval a minimum of two (2) weeks prior to the proposed changes. Coordinate with all public and private projects in a area at all times. PROJECT ACCESS AND STAGING AREAS: Staging shall be confined within the project limits and/or the north half of the vacant lot at 21 S. inn Street. If contractor elects to utilize the 21 S. Linn Street property they will only have access to the north half of the lot taging limits at this lot will need to be coordinated with the City and Senior Center Project. Construction vehicles, equipment and tc. shall be contained within the staging limits at all times. On -street parking spaces shall not be used at any time for cont r ctor parking. UTILITIES: Private utilities with known conflicts have relocated or are in the process of reloca ' g facilities. Some utilities may not be completely relocated prior to the commencement of construction. It will be the Cont ctors responsiblity to provide access to the site as necessary for utilities to perform the required relocations. There may be othe unknown conflicts discovered during construction. The Contractor shall work with each utility company to resolve each conflict and in rporate them into the overall construction schedule. Refer to sheet A.02 for utility contact information. TRAFFIC CONTROL: 1. South Dubuque Street will be closed to thru traffi/all durati of the project. 2. The alley between South Dubuque Street and South Let wil remain open but closed to thru traffic during Stages 3A and 1B. During Stage 2A the alley will be under full closucces shall be maintained to the underground alley way parking entrance at 217, 218, 219, 221 and 223 Iowa Avenue. Any dist access shall be coordinated with the property owner and residents a minimum of two (2) weeks in advance. 3. Maintain pedestrian access to businesses and residall times during construction. During the construction phasing, it will be necessary to coordinate with all businesses and reif access is cut off for short durations. Night and weekend work, constructing accesses half at a time and etc.willssary throughout the project. Contractor shall coordinate with the City of Iowa City and businesses to ensure construction opimpacting access are be completed outside of working hours or at night. 4. Contractor shall use a Portable Dynamic Message S'gns (PDMS) to inform the public a minimum of three (3) days prior to minor changes in traffic patterns on side roads and five (5) 6ys for major traffic pattern changes on Dubuque Street. Locations of PDMS will be determined by the Engineer in the field ands ell be oriented such that sidewalk access is maintained. Refer to detailed staging notes for additional information. 5. If access to businesses or residents is in errupted to complete underground utilities, pavement or other construction related activities, the contractor shall coordinate with the City, business and/or resident a minimum of one (1) week in advance. 6. Construct the project such that business and residential access is restored immediately following installation of water main, storm sewer and sanitary sewer. 7. Contractor shall confine its equipment, storage of materials, and operation of work to the limits indicated by laws, ordinances, permits, or direction of the Engineer and shall not unreasonably encumber the premises with it's materials. The Contractor shall comply with the Engineer's instructions regarding signs and advertisements. 8. If Contractor plans to store equipment or materials on private property they need to provide a copy of the agreement to the City. 9. A11 detour routes. traffic control. sienaee and etc. shall comply with the current edition MUTCD standards. PROJECT NO: 221012.00 DESIGNED BY. T. LECLAIR PROJECT DATE: 1212112023 CHECKED BY. M. FAHRER CAD DATE. 111312023 4,35,23 PM DRAWN BY: T. LECLAIR CAD FILE: 0pw_workd."_m\.#51d06329811221012.00_J_SheOt .ds NO DATE BY REVISION DESCRIPTION I$, Fckh 108-26A 08-01-08 STAGING NOTES 10. Contractor shall maintain access for emergency vehicles at all times. 11. Pedestrian access is to be maintained at all times. A minimum 8-foot wide east -west and nor -south path shall remain along each building facade until such time as the sidewalk is to be demolished, paved and reopened the public. The demolition, paving and reopening shall be scheduled so work is completed without interruption or delay. 12. When the 5-foot minimum pedestrian access adjacent to the fatade.is blocked, a to rary path within the newly paved roadway shall be provided to maintain continuous access on both sides of Dubuque Street. 13. Work that limits access to or through a building entrance or interrups wate ervice shall be coordinated with any affected property owner, business owner, the City of Iowa City and the Iowa City Fire Depa ent. 14. Temporary access to businesses may include asphalt/PCC paving, bridgi , planking or other methods approved by the City of Iowa City. It is recognized temporary property and business access poin will need to be adjusted frequently to complete construction operations such as removals, utilities, vaults, pavement and et . 15. Contractor shall provide sufficient access for deliveries a rash removal during construction. 16. During all stages of construction, contractor shall main In an average of 1.0 FC with temporary lighting at all areas accessible to pedestrians, throughout construction. Style and pr sal for lighting to be coordinated and approved by the City. Areas requiring work after dark shall comply th Iowa SUDAS light level specifications. GENERAL STAGING COMMENTS AND PROJECT INTENT: The Contractor shall work in a continuous ma r to complete the project. This may require multiple mobilizations to perform work tasks when a portion of the site is available. Contractor shall follow the construction staging plan as indicated in the contract documents. The Contractor may submit alternative construction staging plan to be approved by the Engineer. The Contractor will not be permitted to proceed into addit' al phases until all work has been completed in current stage and open to pedestrian traffic without the approval of the Engineer. Contractor is approved ork 7 days a week. Night work will be permitted on a limited basis as approved by the Engineer. Contractor to mai in storm water and sanitary flow throughout the duration of the project. Dewatering structures during project staging shall the responsibility of the contractor. Bypass pumping is intended to be used for sanitary sewer installation along Dubuque Stre and Iowa Avenue. Bypass pumping shall be considered incidental to sanitary sewer installation. Contrac r to coordinate all water main shut downs, testing, temporary connections and etc. with the water department. All water main pipe, ittings, valves and etc. for testing purposes shall be considered incidental to the staging of the project. ash and grease dumpsters currently located in the alley way will need to be emptied frequently. Contractor shall provide access at all times to dumpster locations and will be required to move dumpsters during staging operations. Refer to staging sheets for more information on locations throughout construction. All temporary lighting shall be incidental to the Temporary Traffic Control bid item. The following roadways will be closed at all times during construction: South Dubuque Street 1. Closed between Iowa Avenue and East Washington Street during all stages. Pedestrian access shall be maintained at all times throughout construction. It is understood the contractor will need to construct, modify and adjust pedestrian access routes on multiple occasions throughout construction. Temporary pavement can be installed as necessary at the direction of the engineer. Refer to staging sheets for pedestian routes. Alley 1. During Stages 3A and 113 the alley shall remain open at all times but closed to thru traffic at South Dubuque Street. Maintain access from South Linn Street in Stages lA and 1B. Closed between South Dubuque Street and South Linn Street in Stage 2A. The above and underground parking shall be maintained at all times during construction. During all other stages the alley will be open from South Linn Street but closed to through traffic as indicated in the plans. GENERAL PROJECT STAGING NOTES AND SEQUENCING: The contractor will be required to maintain and adjust access to business and property owners at all times throughout the project. This will require significant coordination on the contractor's behalf to connect storm, sanitary and water, adjust access points, install temporary pavement and signage, etc. Temporary 6' Chain Link Fence will be required around all staging areas. Estimated fencing quantities outlined in staging notes below are for initial installation in each stage. Temporary fencing will need to be installed, moved, adjusted and added to multiple times throughout each stage to complete construction activities. Installation of all temporary fencing, adjustments, materials, labor and etc. shall be considered incidental to the Temporary Traffic Control bid item and no additional payment will be made. STAGE lA - SOUTH DUBUQUE STREET FROM IOWA AVENUE TO EAST WASHINGTON STREET 1. Refer to sheets 3.5 and 3.9. Install traffic control and signing in accordance with the Traffic Control Plan prior to closing Dubuque Street between Iowa Avenue and Washington Street. 2. Refer to sheet 1.13 for staging plan. Complete the following activities: --- w Install temporary traffic control and 6' chain link fence around the perimeter of the work area. Approximately 916 LF temporary 6' chain link fence is anticipated in this stage. r 3' Saw cut and remove pavement, sanitary sewer, storm sewer, water main and etc. from back of curb to back of curb „]e prary4avement may be necessary at stage limits to maintain pedestrian access in subsequent stages. Construct sanitary sewer, storm sewer, water main and subdrain. - Construct all pavement, brick at Iowa Avenue intersection and install removable roadway bollards. --dam? CY) STAGE 1B - SOUTH DUBUQUE STREET AND SIDEWALK AT INTERSECTIONS OF IOWA AVENUE AND EAST WASHINGTON STREET. SANITARY S&E M IOWis„AVENU . 1. This stage may be combined with with Stage lA as long as pedestrian access is maintained. 2. Refer to sheets 3.6 and 1.10. Install traffic control and signing in accordance with the Traffic Control Plan prior to 9" commencing work in this stage. "'J 3. Refer to sheet 1.14 for staging plan. Complete the following activities: - Install temoorary traffic control and 6' chain link fence around the Der DUBUQUE STREET RECONSTRUCTION SHEET NO. E WASHINGTON STREET TO IOWA AVENUE J.1 IOWA CITY, IA TRAFFIC CONTROL AND STAGING NOTES in C-2 08-01- STAGING NOTES 3. Refer to sheet 3.14 for staging plan. Complete the following activities: Install temporary traffic control and 6' chain link fence around the perimeter of the work area. Approximately 1,443 LF temporary 6' chain link fence is anticipated in this stage. Saw cut and remove pavement, excavate down to sanitary sewer main for inspection on Iowa Avenue. Engineer will provide further direction. Replace sanitary sewer and service at Iowa Avenue if required. Construct all sidewalk and roadway pavement. STAGE 2A - SIDEWALK ON THE EAST AND WEST SIDES OF SOUTH DUBUQUE STREET. ALLEY BETWEEN SOUTH DUBUQUE STREET AND SOUTH LINN STREET. 1. Refer to sheets 3.7 and 3.11. Install traffic control and signing in accordance with the Traffic Control Plan prior to commencing work in this stage. Refer to sheets 3.15 and 3.16 for staging plan. Complete the following activities: Install temporary traffic control and 6' chain link fence around the perimeter of the work area. Approximately 1,626 LF temporary 6' chain link fence is anticipated in this stage. Construct temporary ADA accessible pedestrian bridge extending from new roadway pavement to businesses along Dubuque Street as required to complete proposed utility and vault work. Saw cut and remove pavement, trees, light poles, electrical and etc. within the stage limits. Support and relocate utilities inside building access vaults as needed. Complete vault repairs, pour structural slabs on access vaults with access hatch and reinstall all utilities to existing conditions. Construct sanitary sewer services, storm sewer roof drain, water service connections, light poles, irrigation and electrical. Reconstruct pedestrian ramp on the southwest corner of South Dubuque Street and East Washington Street. Install parking meter footings and post. Construct planter curbs, sidewalk pavement and alley pavement. STAGE 2B - LANDSCAPING AND PAVEMENT MARKINGS ALONG SOUTH DUBUQUE STREET BETWEEN IOWA AVENUE AND EAST WASHINGTON STREET. 1. Refer to sheets 3.8 and 1.12. Install traffic control and signing in accordance with the Traffic Control Plan prior to commencing work in this stage. 2. Refer to sheet 3.17 for staging plan. Complete the following activities: Install temporary traffic control and 6' chain link fence around the perimeter of the work area. Approximately 795 LF temporary 6' chain link fence is anticipated in this stage. Install all pavement markings, planting soils, plantings, trees, trash receptacles, benches, kiosk and landscaping. Clean up work area and open to traffic. Work Restrictions/Community Event Notes: Weekend work is allowed during normal work hours, except during community events. Notify Engineer of any planned weekend work. June 10,2024: Any work on Washington Street (including any intersection and sidewalk work) shall start no earlier than June 10, 2024 (after completion of Arts Fest June 7-9, 2024) June 22, 2024: Contractor shall not work on this day due to Iowa City Block Party Event. July 8, 2024: Any work on Iowa Avenue (including any intersection and sidewalk work) shall start no earlier than July 8, 2024 (after completion of Jazz Fest July 5-7, 2024). August 21, 2024: Contractor shall stop work at 4:00 pm for Taste of Iowa City event. No work shall occur on University of Iowa Home Football game days. PROJECT NO 221012 DO DESIGNED BY T. LECLAIR NO DATE BY REVISION DESCRIPTION - Foth DUBUQUE STREET RECONSTRUCTION SHEET N0. PROJECT DATE 12R112027 CHECKED BY: M. FAHRER �- ----. CAD DATE 11115023 112023AM DRAWN BY: T.ECLAIR- � � E WASHINGTON STREET TO IOWA AVENUE J,2 CAD FILE. c� wakdi"je1. j15WO6329811221012.00 J Sheeh.d- IOWA CITY, IA TRAFFIC CONTROL AND STAGING NOTES 88-01 STAGING NOTES - "+VVrvxima �eiy i, w.� �r �nV�a. y o � i� miuuyaieu In uus stage. Saw cut and remove pavement, excavate down to sanitary sewer main for inspection on Iowa Avenue. 'neer will provide further direction. Replace sanitary sewer and service at Iowa Avenue if required. Construct all sidewalk and roadway pavement. STAGE 2A - SIDEWALK ON THE EAST AND WEST SIDES OF SOUTH DUBUQUE STREET. ALL TWEEN SOUTH DUBUQUE STREET AND SOUTH LINN STREET. 1. Refer to sheets 1.7 and 1.11. Install traffic control and signing i cordance with the Traffic Control Plan prior to commencing work in this stage. Refer to sheets 3.15 and 3.16 for staging plan. Complet a following activities: - Install temporary traffic control and 6' chain lin nce around the perimeter of the work area. - Approximately 1,626 LF temporary 6' chain link ce is anticipated in this stage. - Construct temporary ADA accessible pedestri ridge extending from new roadway pavement to businesses along Dubuque Street as required to complete proposed utility a ault work. - Saw cut and remove pavement, trees, t poles, electrical and etc. within the stage limits. - Support and relocate utilities in a building access vaults as needed. Complete vault repairs, pour structural slabs on access vaults with access hatch and r stall all utilities to existing conditions. - Construct sanitary sewer s ices, storm sewer roof drain, water service connections, light poles, irrigation and electrical. - Reconstruct pedestrian r p on the southwest corner of South Dubuque Street and East Washington Street. - Install parking meterooFootings and post. Construct planter curbs, sidewalk pavement and alley pavement. STAGE 2B - LANDSCAP G AND PAVEMENT MARKINGS ALONG SOUTH DUBUQUE STREET BETWEEN IOWA AVENUE AND EAST WASHINGTON STREET. 1. Refer to she s 1.8 and 3.12. Install traffic control and signing in accordance with the Traffic Control Plan prior to commencin ork in this stage. Ref to sheet J.17 for staging plan. Complete the following activities: - tall temporary traffic control and 6' chain link fence around the perimeter of the work area. Approximately 795 LF temporary 6' chain link fence is anticipated in this stage. Install all pavement markings, planting soils, plantings, trees, trash receptacles, benches, kiosk and landscaping. Clean up work area and open to traffic. ry TJ �M s> x- -..1 NO DATE BY REVISION DESCRIPTION ti .. Vk i LEGEND t iLjlk i STAGE 1 STAGE 2 IOWA AVE I•1ll, O — .-M - cn c/) z LLI Z '� CY r IA }� Y b CONTRACTOR STAGING AREA r '. -" AVAILABLE AT 21 S. LINN STREET 21 ne f _ i t y - .s.. . � ,. �-and•. WrYf�'Y } at" a M } f y s E WASHINGTON ST - - nr _ c y y o y 30 a 4 s a' FEET k + SHEET NO CIIEMPROJECTNO: 53939 FOTHPROJECENO: 0022K11200NOi DATE 8Y REV190NDESCRIPIION _-_. DUBuQUE STREET RECONSTRUCTION --- DUBUQUE STREET 3 DESIGNED D TF- DE E MBR CFIECADD AT M1. /3120 DRAWN BY: ,03:39 R Foth E WASHINGTON STREET TO IOWA AVENUE g _ � STAGING OVERVIEW �..3 6 LETTING DATE DECEMeER 2023 CADDATE., 1113I2023 1003:39 PM CAD fllE clpw_wohdirlpw_ie1m1f51d05846741002210I200J3_SHfd9n IOVrn SIN. IA CROSS SECTION• • 1 PLAN VIEW COLOR LEGEND OF TRAFFIC CONTROL AND STAGING SHEETS OF ,FFIC CONTROL AND STAGING SHADING Design Color No. Green, Light (225) Existing Pavement Shading Gray, Light (48) Previously Constructed Pavement Shading Gray, Med (80) Previously Constructed Granular Surface Shading Blue, Light (230) Proposed Pavement Shading Lavender (9) Temporary Pavement Shading Brown, Med (237) ... _.. . Future Proposed Pavement Shading • • • , AND • 1 • ,CONTROL, 1STAGING ® Pavement Removal Proposed Granular Shoulder Proposed Granular Subbase oao? Temporary Shoulder Proposed Special Backfill 0 Existing Shoulder Strengthening n Temporary Barrier Rail Permanent Barrier Rail Channelizing Device r M �. o_ 8 o � v r TRAFFIC CONTROL y AND a 0 STAGING 0 a (COVERS SHEET SERIES J) _o E 0 HLLI NU CLIENT PROTECT NO: 53939 FOTH PROJECT NO: 00221012.00 3 IR DESIGNED BY: T. LECLAIR CHECKED BY: M. FAHRER DRAWN BY: 7. LECIA Fot h DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE TRAFFIC CONTROL LEGEND AND SYMBOLS J.=i LETTING DATE: DECEMBER 2023 CAD DATE: 11/412023 12:30,39 PM 3 CAD FILE: clew_workdirkpw_ielmifS1d0584674100221012.00_14_SFfT.don IOWA CITY, IA LINEWORK Design Color No. Green (2) _Existing Topographic Features and Labels Magenta (5) Pavement Marking Call Outs Blue (1) —Proposed Alignment, Stationing, Tic Marks, and Alignment Annotation Yellow (4) Pavement Markings, Yellow Off White (254) � Pavement Markings, White Violet (15) —Temporary barrier rail, Unpinned Flush Orange (228) ®Temporary barrier rail, Pinned SHADING Design Color No. Green, Light (225) Existing Pavement Shading Gray, Light (48) � Previously Constructed Pavement Shading Gray, Med (80) �{��j,'; Proposed Granular Surface Shading Gray, Med (80) � Previously Constructed Granular Surface Shading Blue, Light (230) _Proposed Pavement Shading Lavender (9) Tempora 4• i ..T OH3HV t''.,,_.-,� r _- - i _ '.`. �` ► ',�..,, IL s `. �•� >> Y q. 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CIIENTPROIECTNO: 53939 FOTH PROTECT NQ 00221012.00 No DATE BY F REVISION DESCRIPIION - DUBUQUE STREET RECONSTRUCTION } P;EET PI ) DESIGNED BY: T.LECWR CHECKEDBY: At FAHRER DRAWNBY: T.LEaAIR Foth DUBUQUE STREET C D HNG DATEDEC MBER 2023 fCAD DATE. 4674111/312 12ooJ5_sHLdgn 10,2153 PM �<� E WASHINGTON STREET TO IOWA AVENUE STAGE 1 A TRAFFIC CONTROL J, rj IOWA CITY, w ILL 1 i VIP !rl i t I 41 et .9! p} OV3Htl :' r. ,� F . - tt- c`• — e� MOM 5 Qtl0d : L q RKET ST w } + i + a r� cCil 'R;4,_ .'iT`" Y CI —"II .L '- !r �'` (n �,., '• w 44 o Z _ a 4 t 1 - p IL(� 4 f JLffLRSONST* w°,..+► w �I y 1 iY F' y , �ut:�. OVOb z Q a A ` N011�(la1SN0)`JNI8f10 N3d0 SS3NISf1811V � Sri IOWA AVE , �3f, � r. .. - � — --- - •Y' ail r . �0 1 C..) y - o ■ .... �.-. _.. � ,. � N w4' o x no 0 �..,E , e. -•-. - , • - � • w - '?iq° ,1 =.�# =•<4 �, y' , p a; o rn 7 on `1, i ' ti a z i T igSsy ♦ �-.t..�� .. � ! �i��,j4�' � �c� - �' � � • 06 0 WEE T t _ • A .F t r p 4R E WASHINGTON ST rye-w 22 M v._.�9 Ao xN o00 1 dy` r t' ROAD CLOSED 'X+ +y' Boa =" ` � •'fb m� 92 Nor_ # 1 .�, i � , • _ it ,� �� ,g �!► E COLLEGE ST �� 0 1 o " !7 �, N 1 Sf SHEET NOL CIIEM PRoIECT NO: $3939 FOTHPROJECTNO: 00221012.00 DESIGNED BY: T. LECIARI CHECKED BY: A& FAHRER DRAWN BY: T. LECWR NO DATE BY 7 REVISION DESCRIPTION �, DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET DUBUQUE STREET STAGE 16 TRAFFIC CONTROL J.6 LETTING DATE DECEMBER 2023 CAD DATE 111312023 11:44:39 PM Foth TO IOWA AVENUE CAD RLE: clpw_workdiApw_Ieln4f51d0584674100221012.00-16_SHT.dgn IOWA CITY. IA 1 Mn—J. 1A s OV08 E MARKET ST w R �7, <.. I I - LLJ z - - i LLj z - ■� I ,�l = wYr r ,s z •r a, �. z - �z z + oz *' t s A r * �a s, y � pals � JEFFERSON ST � ,�,. � �t+ra U • f a: .� • fl Otl3Htl ( 1 T y'r. i ,. ` ,,-" avow .....■ O4SO10 f.' u a + . •� t r �• X .09' k X 1 4011311MN00 ONIdno ti r N3dO SS3MS(1911tl R" �• m m � m.- .-�-_ _ ' "' _ • elai _ � 1 ""a _ _. 5 . 4 • IOWA AVE 1 lk .: , ■• `` o + g ♦ si • x-6 xng A! rn�. i A `y •• I - i s �� Ot ■■ _iy! 's'1 • . t e"y z . o o � U . t +! �➢ c o m� o x o ` � .ram ' , I ' +: �' •'.9 '�_ � � ..�Y _ I , r i ry y ' Y zM • r Alf s , _ ■v V • E WASHINOTON pitat - i � 1 � ' .u.::�m o Se Q;i = � z ' `•v .i_' �. z 3 = �k - = zo � l��._Ala t tr ! - 7�'DD A wo ova 1 t Fr 1 ROAD 1Oil CLOSED • , 1 r �� ,, tjoy1 � Ifa F l � r • E COLLEGE ST 0 100 A' 1441 NO CLIENT ESIGNEPROJECT NO: 53939 FRER PROJECT NQ 0022101 LEaA00 ND DATE4 By REVISION DfX:RIP➢nN DUBUQUE STREET RECONSTRUCTION STAGE UE STREET CONTROL s DUBUQUE STREET DESIGNED D DATE, T. LE MBELAIR CHECKED AT M. 14120 DRAWN BY: T. IECIMR Foth E LE'f11NODATE DECEM•ER1013 CAD DATE Iv,noza lrsz:z,AM ---... -- E WASHINGTON STREET TO IOWA AVENUE , .J.% 0 CAD ALL- cIpw_works:n��v#slaosue7aoozzalz.00..n_slrtd9n I I I IOWA Cfil', IA p , '., OV3HV NoM Ad avod E MARKET ST (" Lu NO zO ui z r ■, J I w� y 1N i o 1"`• m_ CD Z - 3 m z[ 1 1 ` 7F7 c. t> Z , P Z ,. p, Z ..'+{'_ l _Z p w tiw. �yI r , E JEFF ERSON ST w r ' - fi OV3HV , . I i .4 ovoa3 L 03SO10 ' 1k *'+' d02i - ' 4 - � xo :w. r" low �c s • � ,, 3d Mir N3d0 SS3MSns lltl-- r, .:. �'. - -, , r` ,• ;� 4APMR♦ r- , 9. ■ * ' I O W A AVE n �I v Ilk Ilk 1 , , ' , .� 4 , .Ftfai .� ! -. ■ - � �. � %J.� ice` ' t M Y - ' E., YR �..:tS 4�:_Ak .•+- � a� A-.�_ ....... „-._-. _ - 1 - I it' • 1 lot tea. 4A A 1 E WASHINGTON ST Y �► 2 i - , n -F. 7,L� jw RPM �`-' � � w� o x o � � � r ROAD �' ► + m m � _ J " } ,� � �' It AhL CLOSED __ s ` 1 _ 'Rr t �r„� ,�q ,.:.. +� _, - E COLLEGE ST j w, 0 o IN bL ,,... E CIIENTPROJECT NO ,_- 53939 FOTHPROJECTNO. 0022101200 DACE BY RET,SF«,DESCR,Pn«, DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET y F CADFILE- tipwDECEM R CHEC DD BY: M. 14 /20 DRAWN BY: T. I :56 A _..—..__ Foth c DESIGNED BY: T. LECW R 2023 CAD DATE: 111,f2D23 12:23:56AM --- --- .. E WASHINGTON STREET TO IOWA AVENUE STAGE 26 TRAFFIC CONTROL - J,$ E LETTING DAIS DECEMB it pw �, mif5 dO5S4674100221012A0.18_SHTdgn _ 10'.;A JT".IA jr to CmJ7 "1 01 • �{iFTjiy ,k :. W •' qq Im— DETOUR S'i DETOUR '- r• ` k s. al - _ 3M4 9 q.. , +'• I I IOWA AVE r I u " INSTALLBUSINESSSIGNAGE i e • INSTALL BUSINESS SIGNAGE PROVIDED BY IOWA CITY 1 + PROVIDED BY IOWA - DOWNTOWN DISTRICT DOWNTOWN DISTRICT • _ `.� r i .SP DURING CONSTRUCTION DURING CONSTRUC s g �� s fi X 18' .' �� i I R • - 1, f 1 E " 66° x a A 3 + - ` :--p`• '1 1. -: `r ,L MAINTAIN MINIMUM 8 WIDE �- MAINTAIN MINIMUM 8 WIDE _ _ _ PEDESTRIAN/BUSINESS ACCESS S ,.,__ PEDESTRIAN/BUSINESS ACCESS �jjt Lu- _ -� MET ROUTE AT ALL TIMES. ROUTE AT ALL TIMES. r 1 OL,Z v __ !IR11 r , ■ I + INSTALL BUSINESS SIGNAGE Z !! {1 • INSTALL BUSINESS SIGNAGEVIDED ;' �.� 5 ' - , 1 .• " �, IT PROVIDED BY IOWA CITY - �1 _ - DOWNTOWNYDIISTRICT Y �} N DOWNTOWN DISTRICT, -jr - F }y ALL BUSINESS OPEN u ` I SS OPEN till 3Is ' DURING CONSTRUCTION' t �! i 18 X... PECIAL CTI 66'EX 181' 18 'w A op so E WASHINGTON ST :o_ ii , � `11 1 .. VJ t - 1 ` a44 xiAM -1 an K 1 FEET CLIENT PROJECT NO 53939 FOTH IMLOJECf NO: oo22K112.00 NO DATE REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION D STREET SHEET DMNED BY: T LECLAR CHECKED BY: AL FAHRER DRAWN BY: T LE(. Ai, LETTING DATE DECEMBER2023 CAD DATE 11/4/2023 12:26:23AM -- Fdth E WASHINGTON STREET TO IOWA AVENUE PEDESTRIAN PEDESTRIAN DETOUR -STAGE 1 A J,9 CAD FIRE clpw-workdir%pw-klmoSldO58467410022KH 2.00J9_SHfApn L^,':'r�CU''.I h i o _ w jt z Lu m I� a T z ry ,ti r S ', I• -j.. �� I , .,...,: L- tJf10130 I l` DETOUR-- i«; < x 24' I ' DETOUR ROUTE APPLIES WHEN COMPLETING CONSTRUCTION ACTIVITIES ON THE EAST SIDE OF DUBUQUE STREET. ADJUST SIGNAGE ACCORDINGLY WHEN COMPLETING CONSTRUCTION ACTIVITIES ON THE WEST SIDE OF DUBUQUE STREET. CONTRACTOR SHALL STAGE INTERSECTION WORK SUCH THAT ONE 4 NORTH TO SOUTH CROSSING ON IOWA AVENUE IS MAINTAINED AT ALL TIMES r '1 I INSTALL BUSINESS SIGNAG- x EbE�ALII PROVIDED BY IOWA CITY =- I' '-� INSTALL BUSINESSSIGNAGE • .x -� CLOfED DOWNTOWN DISTRICT > PROVIDED BY IOWA CITY :I DOW NTOWN DISTRICT ALL BUSINESS OPEN - { }� 1' '• DURINGCONSTRUCIIII, Y DETOUR PECI $ L+ I 1 46 1 4J 1 MAINTAIN MINIMUM 8'WIDE - I MAINTAIN MINIMUM 8 WIDE 4 •� T PEDESTRIAN/BUSINESS ACCESS T PEDESTRIAN/BUSINESS ACCESS _ 'k t�. ROUTE AT ALL TIMES. ROUTE AT ALL TIMES. t7u { f uJTq C ■ 1 ? INSTALL BUS INESSSIGNAGE - - J INSTALL BUSINESS SIGNAGECITY, t ' r # _ - y PROVIDED BY IOWA CITY . - y 4 PROVIDED BY IOWA CITY- DOWNTOWN DISTRICT - R, DOWNTOWN DISTRICTVZM '•L ■ � r L BUSINE I I ''< <: ` 1 • � ._.� 6 ea ACL BUST 6P T __�_ -- �I , .� CONSTRU DURING � , '7 NSIW SP PECIAl t I ECIAL 66" X 18" :3 } A `♦ A R 6' X 1 $� .._,rr - _ \) r, _ A E t 1 v y a � a 1 r JASF TON ST 30 x 4 SCL IDEWALK _ t / Lt N wf SED I _ 4 24 X s s r i N a _� / - ,. •. DETOUR _ �': - AM AM s AM . J — 1 L a 4✓ 0 50 FEET I , t NEM PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 NO DATE BY REVLSION DESCRIPTION 1111 NO, Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET DETTINGDTTF- L-CEMBR CHECKEDAT: 11/412R DRA9rtJILY: 29:1AIR l' E WASHINGTON STREET TO IOWA .I.1O � PEDESTRIAN DETOUR -STAGE 1 B c LETTING DAIS DECEMBER 2023 CAD DATE 1 114/2023 12:29:17 AM CAD FILE clpw_w rkdlripw-kImMSIdOS84674100221012.00J 10_SHT.dgn IOWA CITY, IA � n 1 m ` i J � f� �I ! a 4 LLI Z .1 j� ^V` b 1 ' Le Al c q 1 qA x IOWA AVE j r I! r INSTALL BUSINESS SIGNAGE11111111 ` i' ALL BUSINESS SIGNAGE I r PROVIDED BY IOWA CITY - 71 ROVIDED BY IOWA CITY ,' 1 DOWNTOWN DISTRICT P1 f a DOWNTOWN DISTRICT L } USINESSOPEN s G CONSTRU r --F J 1 i... PECIAL ,. CONSTRUCTION. 1 , MAINTAIN MINIMUM 5' WIDE ,.t a — _MAINTAIN MINIMUM 8' WIDE 6' X 18' PEDESTRIAN/BUSINESS ACCESS ' �j!j+ 1 P I PEDESTRIAN/BUSINESSACCESS Y 1, ` t r ROUTE AT ALL TIMES (TYP) t ` — 66' X t ROUTE ON ROADWAY AT ALL' r y h (TYP) - •P r rr ) ; MAINTAIN MINIMUM B WIDE Yam' .L PEDESTRIAN/BUSINESS ACCESS-- ~ ROUTE AT ALL TIMES (TYP) - — �, 1 I ,MAINTAIN MINIMUM 8' WIDE W- ALL S-' PEDESTRIAN/BUSINESS ACCESS N `` _ ROUTE AT TIMES (TYP) 1 z'� I INSTALL BUSINESS SIGNAGE ji; ` INSTALL BUSINESS SIGNAGE PROVIDED BY IOWA CITY r l PROVIDED BY IOWA CIT Y b ' •�- • DOWNTOWN DISTRICT " I � TY � DOWNTOWN DISTRICT .µ_ I • ". � � t � OPEN T !t I DURINR CONSTRUCTION q .W CTION ? _ SPECIAL t 1 — _. _ •) ! PECIAL .�,,. S 66' " � S 'X 8 _ 8 L 'm , _. ` !M'._ ? • E WASHINGTON ST T 2s :.,.. LE a Vi L ! ' \ DETOURAi FAQ. K �S t M4-9b ".'.rT'7 !■t - i ,. - IRIf� I ir•. h 41 v I k ,M low IL *E p is n. _ t i 's -..� :,•' _ M • • y FEET CUENT PROJECT NO: S3939 FOTHPLaECTNo: 0022aI2oo No on>E ��s�~� , DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET 3: DESIGNED BY: T.LECLAKL CHECKED BY: AtFAHRER DRAWN BY. LIECIAIR — PEDESTRIAN DETOUR -STAGE 2A J. � t LETTINGDATE OECEMBER2023 CADDAIE 1114/2023 1LIIo5AM � - - -- � Foth E WASHINGTON STREET TO IOWA AVENUE } CAD RLE- clpw.w rkdi6pw-Ie1mo51dO58467410022K112.00J11-SHEdgn _ - _- -___. _ IOWA CITY, [A u • w , x. � a s- w : 4,11 Cf for rrj V ++ • IOWA AVE , -.+` � a ^ a 1 t v •5 I� r S : Lr.:►--111 4 a r , ,.- ,� INSTALL BUSINESS SIGNAGE INSTALL BUSINESS SIGNAGE :: ' .{ f • ,t.., PROVIDED BYIOWA CITY PROVIDED BY IOWA CITY i` ( + ( DOWNTOWN DISTRICT :, -' t DOWNTOWN DISTRICT >. u DURING CONSTRUCTION PECIAL 1 t �" I >_ G6• x t 8• 1 r Ai 1 r I - �+ a - �. 4' +� ,' MAINTAIN MINIMUM 8• WIDE - -.. -.- I �' MAINTAIN MINIMUM 8 WIDE' -Al 'P -, w Alk 1 �t PEDESTRIAN/BUSINESSACCESS II 'PEDESTRIAN/BUSINESS ACCESS ., 1�,4 ROUTE AT ALL TIMES. F, �� - ROUTE AT ALL TIM ES.� H _ _ w �• Z � - ' 1OL � 4r #1:� INSTALL BUSINESSSIGNAGE INSTALL BUSINESS SIGNAGE _ PROVIDED BY IOWA CITY PROVIDED BY IOWA CITY I - - I ' DOWNTOWN DISTRICT -fit a- +� , _- •,.:-.. L4- r DOWNTOWN DISTRICTAt Ilk - `• . t' T � � � 1 . ( ', DURING CONSTRUCTIDN � ,, ��, , � _ SPECIAL 66" X 18L - k op WASHINGTON ST `I iA I T , - yy - ` - v u - � t .- . , • , u v k AM 1 ■ - g^� ► • i w t 41 r , . r.. y sk - a =- 0 5 p c c +-• {: , _�_ .Ear EEEE l CiIEM PROJECT NO 53939 EOTH PROJECT NO 00221012.00 NO DATE BY RENSION DESCRIPTION DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET a DESIGNED BY: T �ECWR CHECKED FA DRAWN BY: T.1EC4AIR Foth EErIR4G DATE DECEMBER 2023 CAD DATE 1114120I412023 I I:21:14 AM E WASHINGTON STREET TO IOWA AVENUE PEDESTRIAN DETOUR -STAGE 26 } CAD ELE Clpw-workdi6pw-ielmlf51dO584674100221012.00J I2.SW.dgn IOWA CITY, IA MAINTAIN ACCESS TO TEMPORARY DUMPSTER K y LOCATIONS Z O H C7 Z Lu Q N Q Q 3 3 w O O CD O CD OO o 04 o O 0 CLIENT PROJECT NO: $3939 FOTH PROJECT NO: 00221012.00 i DESIGNED BY: T. LECLAIR CHECKED BY: M. FAHRER DRAWN BY: T. LECLAIR LETTING DATE DECEMBER 2023 CAD DATE 1 1 /4/2023 1 I:S I98 AM CAD FILE clpw_w rkdlrlpw_le1moSldOS84674100221012.00J 13.SHT.dg0 MAINTAIN MINIMUM 8' WIDE PEDESTRIAN/BUSINESS ACCESS \ ROUTE AT ALL TIMES (TYP) MAINTAIN ACCESS TO DUMPSTER LOCATIONS IN ALLEY (TYP) MAINTAIN MINIMUM 8' WIDE PEDESTRIAN/BUSINESS ACCESS ROUTE AT ALL TIMES (TYP) c. MAINTAIN ACCESS TO ALL DOORWAYS AND PARKING AREAS (TYP) lk DUBUQUE STREET ill F r..,t Z y' cn w co O I s FEET O SHEET Fotf1 DUBUOUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE STAGE 1 A J. 13 IOWA CITY, IA O O o O o N O O MAINTAIN MINIMUM 8' WIDE PEDESTRIAN/BUSINESS ACCESS ROUTE AT ALL TIMES (TYP) ) t.J~' 2;J qt0 MAINTAIN MINIMUM 8' WIDE PEDESTRIAN/BUSINESS ACCESS ROUTE AT ALL TIMES (TYP) CLIENT PROJECT NO: S3939 FOTH PROJECT NO: D022101 2.00 IR7VtE7775�� DESIGNED BY T. LECIAR CHECKED BY AAFAHRER DRAWN BY: T. LECWR LETTING DATE DECEMBER 2023 CAD DATE 1 1 /412023 1 1:5952 AM CAD FILE: dpw_workd0pw_klml(5ld058467M0022I0I2.00J14.SHT.d9n 3 J a MAINTAIN ACCESS TO ALL DOORWAYS AND PARKING AREAS (TYP) MAINTAIN ACCESS TO ^ -" TEMPORARY DUMPSTER "T - LOCATIONS o i aN � E w in co 0 0 cn - 0 o MAINTAIN MINIMUM 8' WIDE PEDESTRIAN/BUSINESS ACCESS ROUTE AT ALL TIMES (TYP) DUBUQUE STREET I Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET IE WASHINGTON STREET TO IOWA AVENUE STAGE 1 B IOWA CITY, IA V!, F ' 0 20 FEET ET NO� 114 H to Z O C9 Z_ S V1 Q 3 Lu 0 0 0 _.. + + + o PJ cq c o 0 0 i MMAINTAIN MINIMUM 8' WIDE MAINTAIN MINIMUM 8' WIDE PEDESTRIAN/BUSINESS ACCESS MAINTAIN MINIMUM 8' WIDE PEDESTRIAN/BUSINESS ACCESS ROUTE AT ALL TIMES (TYP) PEDESTRIAN/BUSINESS ACCESS / PEDEROUTE AT ALL TIMES (TYP) ROUTE AT ALL TIMES (TYP) zz E 0 CIIENT PROJECT NO: $3939 FOTH PROJECT NO: 00221012.00 9 DESIGNED BY: T. LEam CHECKED BY: M FAHRER DRAWN BY: M FAHRER IL c LETTING DATE DECEMBER 2023 CAD DATE 1 1 /4/2023 1:59.09 PM } CAD FILL, clew_mrkdirlpw_Ielml6ld0584674100221012.00.115_SHT.dgn n MAINTAIN MINIMUM 8' WIDE PEDESTRIAN/BUSINESS ACCESS ROUTE AT ALL TIMES (TYP) MAINTAIN ACCESS TO TEMPORARY DUMPSTER LOCATIONS ■ MAINTAIN ACCESS TO TEMPORARY DUMPSTER LOCATIONS Lu Q Q 3 0 STREET _._. %.a Q J C3 1 a c. c Foth E WDUBUQUE STREET RECONSTRUCTION DUBUQUE STREET ASHINGTON STREET TO IOWA AVENUE STAGE 2A lo'lvA CITY. IA K 0 N c oGV EE f CGV C�GV 17 0 MAINTAIN ACCESS TO ^GV TEMPORARY DUMPSTER LOCATIONS o 0 CD 0 CD 0 t 04 OLC M O N O O Ln MAINTAIN MINIMUM 5' WIDE PEDESTRIAN/BUSINESS ACCESS ROUTE AT ALL TIMES (TYP) ALLEY WAY MAINTAIN ACCESS TO DOORWAYS, ABOVE GROUND AND UNDERGROUND PARKING AT ALL TIMES (TYP) MAINTAIN ACCESS TO TEMPORARY DUMPSTER LOCATIONS o ry t'^y Q g +. a cl � 7 �i 3 70 � C,3 •. ye E co s g oLc 4 >r, i g v j OLC `c «. OLC OLC W owv .. n ® ® .. " `v+N0 FEET E t CDENT PROJECT NO: 53939 FOTH PROJECT NO: 0022gI200 NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET SHEET NO. DESIGNED BY: T. LECLARL CHECKED BY'. M. FAHRER DRAWN BY. 7. LECLAIR Foth E WASHINGTON STREET TO IOWA AVENUE STAGE 2A J.16 LETTING DATE DECEMBER 2023 CAD DATE 11/412023 12:08:29 PM } CAD FILE. clpw_w rkdirlpw_1elrr#51d0584674100221012.00JI6_SHFAgn IOWA CITY. IA O O CD O O O MAINTAIN MINIMUM 8' WIDE ACCESS ROUTE AT ALL TIMES (TYP) low r 1 >=, r r T T T CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012,00 DESIGNED BY A LASTNAME CHECKED BY: B. LASTNAME DRAWN BY: C. LASTNAME LETTING DATE DECEMBER 2023 CAD DATE 111412023 12:27:33 PM CAD Fi E c1�_wodcdirlpw_IeVff#Sld0584674100221D 12.00J 17.SWdgnw rkdlApw_klnyTSld058467410022K112.00J I7.SWdgn MAINTAIN MINIMUM 8'WIDE ACCESS ROUTE AT ALL TIMES (TYP) BY REVISION DESCRIPTION "O Foth O O DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE STAGE 2B IOWA CITY, IA I F MAINTAIN ACCESS TO TEMPORARY DUMPSTER LOCATIONS s w Q Q 3 0 2 DUBUQUE STREET K O N O J. v U ' - I � W � 1 F I y Z O C9 Z S Q EDGE OF SIDEWALK _ ?i STA 100+54.56, 39.10' LT ELEV 684.60 EDGE OF SIDEWALK STA 200+96.91,19.53' RT, EDGE OF SIDEWALK ELEV 684.14 EDGE OF SIDEWALK T STA 201+00.00,18.3RT BEIGN CURB AND GUTTER STA 100+54.61, 32.69' LT ELEV 684.26 EDGE OF SIDEWALK STA 200+95.41,16.10' RT ELEV 684.53 STA 201+00.00, 23.73' RT FG ELEV 683.62 EDGE OF SIDEWALK ELEV 684.16 EDGE OF PAVEMENT STA 100+41.83, 32.60' LT EDGE OF SIDEWALK STA 200+94.61,14.25' RT ELEV 684.34 STA 201+00.00, 24.32' RT ELEV 683.69 ELEV 684.11 $ 201+0 + I o END CURB AND GUTTER CENTER OF RADIO STA 201+17.93,13.85' R STA 100+58.03,17.50' L ELEV 683.54 EDGE OF PAVEME _ EDGE SIDEWALK0, STA 100+52.04,11.50' L STA 201+00.0 28.64' RT EDGE OF PAVEMENT ELEV 684.07 STA 201+17.95,11.97' RT ELEV 683.9 ELEV 683.56 . EDGE OF SIDE ALK STA 100+49.85,1 f 2' LT EDGE OF SIDEWALK STA 201 +08.95, 28.60' RT EL 683.69 LEDGEOFSIDEWALK ELEV683.89 0 STA 201+17.91,17.34' RT 0 ELEV 684.05 00 EDGE OF SIDEWALK EDGE OF PAVEMENT EDGE OF SIDEWALK STA 100+37.80,13.84' LT 0 STA g 01+16.90, 36.27' RT STA 201+13.13,17.32' RT ELEV 683.92 0 00 ELEV 683.69 ELEV 684.36 EDGE OF PAVEMENT 00 END 35' RADIUS STA 100+37.84,12.01' RT ELEV 683.30 0 0 STA 100+56.91, EDGE OF PAVEMENT 0 12.00' RT STA 100+22.13,12.07' RT 0 FG ELEV 683.60 ELEV 683.17 z0 LEGEND O 9 IN. PCC PAVEMENT F71 6 IN. PCC PAVEMENT (RAMPS) R� 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L 11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) cam• ` CURB AND GUTTER � BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT FG ELEV 683.84 END 5' RADIUS STA 100+72.86, 23.58' LT END V RADIUS FG ELEV 683.79 STA 100+96.35, FG ELEV 684.16 YP+6 CENTER OF RADIUS \\ STA 100+76.35, 20.00' LT BEGIN 6' RADIUS STA 100+62.22,13.20' LT FG ELEV 683.74 END 6' RADIUS STA 100+58.03, 11.50' LT FG ELEV 683.7,3 END 6' RADIUS STA 10G+72.60,13.1 FG ELEV 683.71 EDGE OF PAVEMENT I 1 100+21.83, 27.43' RT ELEV 683.05 DIUS STA 100 0' RT FG ELEV 683.71 EDGE OF SIDEWALK STA 100+26.76, 39.3T RT ELEV 683.51 CENTER OF RADIUS 202+00 STA 100+56.91, 47.00' RT EDGE OF PAVEMENT STA 100+24.57, 27.3 RT ELEV 683.00 ,GE OF PAVEMENT 10+20.93, 37.44' RT ELEV 682.92 / BEGIN 35 RADIUS 0+23.25, 37.42' RT FG ELEV 682.52 E STA 1 CLIENT PROJECT NO. 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAR CHECKED BY. AL FAHRER DRAWN BY: T. LECWR LETTING DATE DECEMBER 2023 CAD DATE 1111012023 2:35:08 PM CAD FLE, clpw-workdirlpw-IeIIIIId0584674100221012A0-L01-SHCdgn 2.38, 41.28' RT ELEV 683.33 # Foth 84. + 1 STA 1042, 39.81' LT ELEV 84. VAULT CORNER STA 101+89.28, 39.72' LT T CORNER ELEV 685.47 o J I A IV�V.UZ, L9.VV LI- FG ELEV 684.20 o CENTER OF RADIUS ® CENTER OF RADIUS "' - -_ STA 101+07,79, • 26.00' LT BEGIN 6' RADIUS VAULT CORNER STA 101 +89.03,26.64'LT ELEV 685.37 I - STA 102+20.00,18.50' LT - STA 101+81.52,18.33' LT - FG ELEV 684 88 CENTER OF 6' RADIUS STA 101+90.00,18.50' LT 1b 2 -n BEGIN 6' RADIUS END 6' RADIUS STA 101+07.79, 20.00' LT STA 101+77.36, 20.00' LT b Q FG ELEV 684.27 FG ELEV 684.86 BEGI RAbIU CENTER OF 6' RADIUS END 6' RADIUS STA 101+77.36,14.00' LT STA 10 +24. 6,1 .17 LT STA 4.24 20.91' LT FG EL 68S22 1 FG ELEV 684.24 END 6' RADIUS ELEV 6 BEGIN 6' RADIUS END 6' DIUS' , 1 CENTER OF RADIUS STA 101+85.84, 14.17' LT STA 101+90,00,12.50' LT STA 10 +20.00,12.�50' laT STA 100+96.35, 19.00' LT FG ELEV 684.96 FG ELEV 685.01 EL22 ` 1FG �Q0+00 END 6' RADIUS® STA 100+81.08, 2 FG ELEV 683.66 FG ELEV DUBUQUE STREET BEGIN 12' RADIUS STA 101+88.61, 20.00. RT FG ELEV 684.79 r - CENTER OF RADIUS - STA 101+88.61, 32.00' RT R=124R END 12' RADIUS RT STA 102+00.61.32.01' RT D EDGE OF SIDEWALK r 500+39.33, 9.9T RT < ELEV 685.36 D DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE GEOMETRICS AND STAKING IOWA CITY, IA iZM o ;o 1 j� t FEET X/f L1 STA 201+00.00,18.37 RT ELEV 684.26 EDGE OF SIDEWALK STA 201+00.00, 23.73' RT ELEV 684.16 EDGE OF SIDEWALK STA 201+00.00, 24.32' RT ELEV 684.11 STA 201+00.00, 28.64' RT ELEV 684.07 EDGE OF SIDEWALK STA 201+08.95, 28.60' RT ELEV 683.89 L Lu I N �Z O Z_ S Q i EDGE OF SIDEWALK _ 3 STA 100+54.56, 39.10' LT ELEV 684.60 EDGE OF SIDEWALK / STA 2D0+96.91,19.53' RT I ELEV 684.14 EDGE OF SIDEWALK BEIGN CURB AND GUTTER' S 100+54.61, 32.69' LT STA 200+95.41,16.10' RT ELEV 684.53 FG ELEV 683.62 EDGE OF Sl A EDGE OF PAVEMENT STA 100+41.83, 32. 0' T STA 200+94.61,14.25' RT ELEV 684.33 ELEV 683.69 $ 201+0 0 END CURB AND GUTTER CENTER OF RADIU STA 201+17.93,13.85' R ELEV 683.54 STA 100+58.03,17.50' L EDGE OF PAVEME EDGE OF PAVEMENT STA 100+52.04,11.50' L STA 201+17.95,11.97' RT ELEV 683.9 ELEV 683.56 EDGE OF SIDE ALK STA 100+49.85,1 2' LT ' EL 683.69 IC,EOFSIDEWALK 0 EDGE OF PAVEMENT F SIDEWALK EDGE OF SIDEWA STA 100+37.80,13.84' LT 90, 36.27' RT STA 201+13.13,1 32' RT ELEV 683.69 ELEV 684.36 ELEV 683.92 EDGE OF PAVEMENT STA 100+37.84.12'OV RT ELEV 683.30 EDGE OF PAVEMENT STA 100+22.13,12.07'RT ELEV 683.17 - -EDGE OF PAVEMENT STA 100+21.83, 27.43' RT ELEV 683.05 y CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAR CHECKED BY: M FAHRER DRAWN BY: T. LECLAIR "o LETTING DATE DECEMBER 2023 CAD DATE 1 I /6/2023 2:31:46 PM CAD FILE. clpw_w rkdlrlpw_IeIMId0584674100221012.00_IAI_SHEdgn n EDGE OF PAVEMENT STA 100+24.57, 27.39' RT ELEV 683.00 E OF PAVEMENT r20.93, 37.44' RT ELEV 682.92 m�0REVISION DESCRIPTION #0 # O # # # # OEND 35' RAD 41 STA1011+56. # 12.00' # FG ELEV'683 LEGEND 9 IN. PCC PAVEMENT 6 IN. PCC PAVEMENT (RAMPS) R\l 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT STA 100+76.35, 25.00- LT FG ELEV 683.84 END 5' RADIUS STA 100+72.86, 23.58' LT END G RADIUS FG ELEV 683.79 STA 100+96.35, 25.00' LT FG ELEV 684.16 Ck + 99.52 rFGELEV684.20 ER OF RADIUS_ 1', STA 101+07.79, 26 00LT ^CENTER OF RADIUS STA" 1.00+76.35, 20.00' LT STA 101 +07.79,20.00'LT BEGIN 6' RADIUS . FG ELEV 684.27 STA 100+62.22 13.20' LT END 6' RADIUS FG ELEV 683X4 STA 101+04.61, 2D.91' L END 6' Mp16S FG ELEV 684.24 STA 190+58.03,11.50' LT CENTER OF RADIUS FG,ELEV 683.7.3 STA 100+96.35,19.00' LT END 6' RADIUS STA 100+72.60,13.84' RT FG ELEV 683.71 CENTER OF RADIUS STA 100+81.08,14.00' RT I LL I _ END 6' RADIUS STA 100100+81.08 20.D0' R20.D0' RT FG ELEV 683.66 , DIUS STA 100 0' RT I BEGIN 6' RADIUS FG ELEV 683.71 STA 100+76.76,18.16' RT FG ELEV 683.64 � I CENTER OF RADIUS STA 100+68.27,18.00' RT DGE OF SIDEWALK TA 1011+26.76, 39.3T RT LEV 683.51 CENTER OF RADIUS 202+00 STA 100+56.91, 47.00' RT STA 101+84.42, 39.81' LT ELEV 685.50 VAULT CORNER STA 101+89.28, 39.72' LT ELEV 685.47 STA 101 +84.24,26.68'LT _ cm LL" rn 00 b CENTER OF RADIUS VAULT CORNER STA 102+20.00,18.50' LT STA 101+89.03, 26.64' LT ELEV 685.44 1 BEGIN 6' RADIUS -(�- _ STA 101+81.52,18.33' LT FG ELEV 684.88 CENTER OF 6' RADIUS_ STA 101+90.00,18.50' LT _ 9, END 6' RADIUS STA 101+77.36, 20.00' LT b FG ELEV 684.86 Q EGI CENTER OF 6' RADIUS U STA 101 +77.36,14.00'LT STA 1 • +� . >\.1J LT END 6' RADIUS BEGIN 6' RADIUS FG 68�221 STA 101+85.84,14.17' LT STA 101+90.00,12.50' LT END 6'' FG ELEV 684.96 FG ELEV 685.01 STA 10 +20.0 ,12�50' T FG ELEV5.2$ \ \ 5Q0+00 DUBUQUE STREET Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY. IA X�,A BEGIN 12' RADIUS 1+88.61, 20.00' RT�1 FG ELEV 684.79 i t.71T Ili, CENTER OF f 41 ® I o STA 101+88.61. 3 F R=12% -END 12' RADIUS STA 102+00.61, 32.01' RT #40-0 #T# \ D EDGE OF SIDEWALK STA 500+39.33, 9.9T RT < ELEV 685.36 D q6z o 0 FEET DUBUQUE STREET GEOMETRICS AND STAKING L I 0 0 O .\ I CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. LECIAR CHECKED BY: M FAHRER DRAWN BY: T. LECLAIR LETTING DATE DECEMBER 2023 CAD DATE 1 1 / 10/2023 2:39:32 PM CAD FILE. dpw_workdiApw.kIL1I1dOS64674100221012.00_L02_SHTdw LEGEND 9 IN. PCC PAVEMENT 6 IN. PCC PAVEMENT (RAMPS) R\� 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L 11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER # BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE = VAULT CEILING PAVEMENT O CD O 7073 NOV 13 Ali 8= 17 A 0 L `. 0 N O .. r, a TT 4.8' 3' 7 6 1 8.3' 8' 8' 4' 7.5' 4' B' G 8 6.P 6.7 6.3' 6.4' 10.6 10.5' 9 4 8. i 8.8' 8.8• 8.8' 6.6Poo C (TYP.)13 BT-3 C BT-3 Li STA 100+39.89 a O 6T-3 OFF10.30'LT al rn n� °it v °•Z QL STA 100+39.89 OFF 6.00' LT ! BT-3 STA3w L-39LT oT IliO100.00FF2rREINFORCED PAVEMENT STA100+39.89 # o a a� VIC I \ \ \ OF 000' R 89 8' 7 7.1' 12Z 10' 10' 11.4- 8.8' 12 BT$ 12' 10' 10' 12' \1 STAOFF6.00'RT Q 0i T�'i of of I � � ((YP) I /l3 ia STA 100 '39.89 u�� DUBUQUE ET U o OFF 10.00' RT # STA 100+39.89 ^ I I n OFF 14.00' RT O I BT 3 BT-3 BT-3 3 1 O CTYP.) 7 o, - O 5.2' 6' 5.9' 5.9' &T 5' 6.2' 62' 6.2' 6' ^6.1' 6' 6' 6.3' 6.62 6.3' 7' 7' T I.S. 6. 10' 1LP as (NP) ITYP). o0. m3' a ED <-,STA 500+41.47 �ST' A 500+41.37 E OFF 6.00' LT OFF 6.00' RT STA 500+41.44 N OFF 2.00' LT Lw STA 500+41.40 r OFF 2.00' RT _CD CD n NOTES: Z STA 500+54.26 cryp) (TYP ) H KEYWAY JOINTS WILL NOT BE ALLOWED. OFF 7.72' RT 1 IN. EXPANSION JOINT BETWEEN PCC BAND AND BACK OF CURB. STA 500+63.60 C/) REFER TO B SHEETS FOR MODIFIED CURB DETAILS FOR CLASS A SIDEWALK. OFF 7.76' RT 3 1/2 IN. EXPANSION JOINT AROUND ALL PLANTING AREAS AND ADJACENT TO ALL BUILDINGS. SEE LS SHEETS FOR SEALED JOINT DETAIL OF ALL SIDEWALK EXPANSION JOINTS. N CONTRACTOR TO VERIFY EXISTING JOINT LOCATIONS AND SPACING. NOTIFY THE ENGINEER IF DIFFERENT THAN SHOWN. BOXOUTS FOR GRATE INTAKES SHALL HAVE A WIDTH OF 30". RD JOINTS SHALL BE USED AT BOTH ENDS OF THE BOXOUITS. ID �� 1 _0 10 �'' FEET REVISION DESCRIPnON Foth DUB INGT STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE 1ol%ti CIT''. IF DUBUOUE STREET JOINTING L2 4.4' 5.6' C CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. LECLAR CHECKED BY: M. FAHRER DRAWN BY: T LEC AIR LETTING DATE DECEMBER 2023 CAD DATE 1 1/6/2023 2:32:05 PM CAD FILE, clpw_w rkdir%pw_M1811d0584674100221012.00_L02_SHF.dgn LEGEND 9 IN. PCC PAVEMENT 6 IN. PCC PAVEMENT (RAMPS) R\l 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L 11 IN. COLORED PCC PAVEMENT O 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT O O O / Q r Olt N co 6.3' 7.1' &T 8'. ("-- 84' 7.51 4' 8' F 8' 6.2''6 6.2' 6.3' 6.4' 10.5' 10.6' 9.4' 8.T 8.8' 8.8' 8.8' &8' 7.w 7H C Q a) Im ,r in BT-3 B_ T-3 _ - BT-3 ou STA 100+39.89 Ir. I .-, ,., OFF 10.00' LT wl b �I a } 0 a. a STA 100+39.89 BT-3 OFF 6.00' LT STA 100+39.89 OFF 2.00' LTUIa # I I REINFORCED PAVEMENT STA 100+39.89 OFF 2.00' RT # b rn I a 7 71' 1 1 114' BT-3 1 10, 1 \ OFF 6.00' RT STA100+39.89 OFF10.00'RT p �! �I iv �. ( DUBUQUE STREET \ \ \ ## I O BT-3 \ \ STA 100+39.8FT7 C BT 3 BT-3 OFF 14.00' RT BT-3 BT-3 aIn C ®u(TYP.)5.Y 6' 5.9' 5.9' 8.3' F 6.2' 6.2' 6.2' 6' 6.1' 6' 6' 6.3' 6.3' 6.2' 6.3' 7' T T 8' 6.5' 6.S 6.5'(TYP.)ED 1D'1. 7.T E STA 500+41.47BY STA 500+41.37 OFF 6.00' LT OFF 6.00' RT STA 500+41.44 C M OFF 2.00 LT STA 500+41.40 OFF 2.00' RT CD CD NOTES: STA 500+54.26 (TYP-) (TYP-) OFF 7.7T RT KEYWAY JOINTS WILL NOT BE ALLOWED. 1 IN. EXPANSION JOINT BETWEEN PCC BAND AND BACK OF CURB. STA 500+63.60OFF 7.76' RT REFER TO B SHEETS FOR MODIFIED CURB DETAILS FOR CLASS A SIDEWALK. 1/21N. EXPANSION JOINT AROUND ALL PLANTING AREAS. 1 IN. EXPANSION JOINT ADJACENT TO ALL BUILDINGS EXCEPT AT BUSINESS ENTRANCES. N PROVIDE MAXIMUM OF 1/2 IN. EXPANSION JOINT AT BUILDING ENTRANCES. CONTRACTOR TO VERIFY EXISTING JOINT LOCATIONS AND SPACING. NOTIFY THE ENGINEER IF DIFFERENT THAN SHOWN. BOXOUTS FOR GRATE INTAKES SHALL HAVE A WIDTH OF 30". 0 10 RD JOINTS SHALL BE USED AT BOTH ENDS OF THE BOXOUTS. �R ��, FEET DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET Foth IE WASHINGTON STREET TO IOWA AVENUE JOINTING L•2 IOWA CITY, IA CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012+00 DESIGNED BY: T LECIAR CHECKED BY'. M. FAHRER DRAWN BY: 7. LECLAIR LETTING DATE DECEMBER 2023 GAD DATE: 1111012023 2:45:31 PM CAD FILE: clew.workdirlpw.le1161d0584674100221012.0O.L03.SHTdOn 0 0 0 68445 R w + A W ~ c Z O F- iO Z MNODATIBY REVISION DESCRIPTION - . k STA 101+67.07, 39.56 LT ELEV 685.54 STA 101+49.32, 39.64' LT STA 101+69.60, 39.50' LT ELEV 685.58 STA 101+42.39, 39.64' V ELEV 685.54 (1 t {} STA 101+84.77, v A}} Nil : i ELEV 685.51 STA 101+52.06, 39.63' LT ELEV 685.50 STA 101+30.00, 39.50' LT STA 101+88.96, 39.72 LT ! i L ELEV 685.28 LT 3' ELEV 685.46 1 jj STA 101+26.44, 39.46 ELEV 685.05 STA 101+92.54, 39 62' L7 STA 101+10.57, 39.39' LT ELEV 685.71 ELEV 684.91 STA 101+06.64, 39.42' LT STA 101+96.32, 39.43' LT ELEV 685.02 ELEV 685.71 n6115 STA 102+07.28, 39.45 LT 0 o ELEV 685.58 0 + STA 102+09.90, 39.40' LT 0 o ELEV 685.53 684. f f 4.63 684 69 684.83 0 684 96 685.27 685.46 685.51 685.43 • 685.37 685.46 68s.50 bess6 ,a rBLEV ELEV 684.40 ® \ �_ 683.72 NI ELEV 68427 ELEV 684.69 ELEV 684.85 9 O - __ rse U7RAN3M T� UTRA COS �T 5.18 pV1p .., m Nre NSM O {�71 i11 + UNIFORM + b ELEV 683.81 ELEV 684.36 ELEV 684.58 CONSTANT ELEV 684.94 ELEV 6B4.78 CONSTANT b T 'NELEV \ ' \ N+o V Op 5-�►- SLR E�EV�5.:36 684.03 a4 a° \ , r N UNIFORM N V I O u,rL DUBUQUE STREETS CONSTANT ELEV 685.26 ELEV 685.47 N\ \ rL^moos ELEV 683.81 ELEV 684.23 ELEV 685.04 ^ �L£V\ 5.36 e L1NI� + p �� O UTRANSM ELEV 684.80 1+oIp OL UNIN►- +` \ \ `7I J TRANS. 3E ELEV 684.05 TRANS. f - EV.685.27 'i _ 683.91 O 684.18 68410 36 685.01 684.36 684.93 685.20 68507 ® 685.12 685.22 684. 8 684.85 685.10 � O STA 101+11.23, 39.54' RT ELEV 685.04 STA 101+18.61 STA LEGEND 9 IN. PCC PAVEMENT 6 IN. PCC PAVEMENT (RAMPS) RN 9 IN. REINFORCED PCC PAVEMENT 61N. PCC PAVEMENT (LANDING) 11 11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT At Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E DUBUQUE STREET TO IOWA AVENUE SLOPE TRANSITIONS IOWA CITY. IA 0 10 6mm�� FEET L.3 LEGEND 91N. PCC PAVEMENT O 61N. PCC PAVEMENT (RAMPS) IN IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) "j, CURB AND GUTTER 'd BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT -` C7'1 I �e -0 .._._mr CD CD 0 0 .91" 0 0 CID N N AIN..r ELEV 685.42 0 [i. IUNIFORnt V �0 CON S w I e - TRANS. H o SLOPE W fL a EL _,-. ELEV685.69 EL 683.7 ELEV 684.27 ELEV 684.40 ELEV 684.69 ELEV 684.85 0 } O' - UNIFORM UNIFORM UNIFORM -�i- CONSTANT T 1. - ---- �- 85.18 O G` TRA O T S `Nil 0 O O S- tV7i N. a ELEV 684.58 ELEV 684.94 \ \, UNISRANM �UTRIANSM ELEV 683.81 ELEV 684.36 COSH► ELEV 684.78 r5 COSH N pO + ELEV tt&36 w L}n O0 a° V O o ELEV 684.03 PE � I a? \� O\ E6(V 85.58 ELEV 68 226 ELEV 685.47 �N\ W + UNIFOR w / UNIFORM V CONSTANTLu N TRANS. NTRANS. N P-s DUBUQUESTREET sLOPEELEV 683.81 ELEV 684.23 ELEV 685.04 A€V 5.36 Z O N t? c�UNo uNl,� foRM ELEV684.80 UNIT yyZ O° ELEV 684.05 TRANS. OIL TRANs. :685.27 = fff a ELEV 683.94O ( ELEV 684. 684.77 ELEV 685.13 ® O ELEV .9874= C I I;ELEV NCON{ N STANT� } SLOPENTRANS. .UNIF" UNI,FORM TRANS. t -. t ELEV68523 + yl 0 O 0 O W Q do- 0 5 o o J �F wj z J e o / a � I 0 E CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 NO DATE BY REVLSION DESCRIPTION 2 1 DESIGNED BY. T LECLARt CHECKED BY: A& FAHRER DRAWN BY: T. LECUUR LETTING DATE: DECEMBER 2023 CAD DATE 11/612023 2:41IDS PM CAD FILE: clpw_workdirlpw_ielttlldOS846741002210I2.00_LA3_SHTdgn j DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET Foth I E WASHINGTON STREET TO IOWA AVENUE SLOPE TRANSITIONS °�10 FEET L.3 m POINT STATION OFFSET ELEVATION DESCRIPTION LS300 100+50074 -31 684.54 FOOTING 1-5101 100+60.S9 -31.00 684.65 FOOTING LS102 100+60.59 -29.33 694.61 FOOTING LS103 100+54.41 -2933 684.54 FOOTING L5104 100+54.41 -27.33 694.49 FOOTING LS105 100+S2.41 -27.33 684.47 FOOTING LS106 1 100+52.41 -21.15 694.33 FOOTING L5107 100+50.74 -21.151 684.31 FOOTING LS108 100+68.05 -31.00 684.63 SIDEWALK 1-5109 100+6802 -25.25 684.30 SIDEWALK LS330 !OD+61.56 .18.88 684.17 SIDEWALK L5111 100+61.17 -14.28 694.09 SIDEWALK LS112 300+58.03 -1100 684.07 SIDEWALK L5113 100+5034 -1100 683.97 SIDEWALK L5114 100+76.35 -31.00 684.70 SIDEWALK L5115 100+92.32 -31.00 6" 83 SIDEWALK LS116 100+92.32 -26.50 684.52 SIDEWALK L5117 300+76.35 -26.SO 684.30 SIDEWALK 15118 101+12.99 -31.0D 694.96SIDEWALK L5119 101+2&99 -31.00 685.27 SIDEWALK LS120 101+28.99 -21.50 684.86 SIDEWALK LS321 101,12.99 -21.50 694.69 SIDEWALK POINT STATION OFFSET ELEVATION DESCRIPTION LS122 101,52-91 -31.00 685.51 SIDEWALK LS123 101+74.99 -31.00 685.43 SIDEWALK LS124 101+74.99 .21.50 685.22 SIDEWALK L5125 101+47.58 -21.50 685.06 SIDEWALK L5126 101+47,58 -2600 605.41 FOOTING L5127 102+47.58 -27.83 695.41 FOOTING L5128 101+53.41 -27.83 695.46 FOOTING L5129 301+53.41 .26.00 685.46 FOOTING L5130 1 101+52.91 -2B.00 66S.38 SIDEWALK L5131 101+84A3 -17.22 685.2B SIDEWALK LS132 102-07.35 -17.22 685.40 SIDEWALK LS133 102+07.34 -24.73 685.44 SIDEWALK LS134 102+14.39 .24.62 695.46 SIDEWALK LS135 102+14.36 .17.33 685.44 SIDEWALK LS136 102+14.38 .23.17 685.53 FOOTING L5137 102+27.14 -23.17 685.60 FOOTING L5138 102+27.14 -21.34 685. FOOTING LS139 102+14.38 -21.34 695.53 FOOTING LS340 102+27.14 -19.12 685.52 SIDEWALK LS141 695.55 SIDEWALK L5142 .00 685.54 SIDEWALK lSld3 t102+23.12L-15.25.25 .00 685.43 SIDEWALK LS144 .00 685.34SIDEWALK L5145 .25 685.3051DEWALK LEGEND 9 IN. PCC PAVEMENT O 6 IN. PCC PAVEMENT (RAMPS) R\l 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) cam• 1 CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE 77 l.iS1� J VAULAikOWRAVEM ENT LS10 LS10 LS10\ LS114 LS115,,";_ jLS118 LS11% "--LS122 LS123\ SLS13 LS102 LS109 �:. ® �( L127 • LS10 LS103 4 LS128 LS117 LS11 LS12 LS129 LS105 LS107 LU#106 LS110 S121LS12 LS125 LS124 O� ps LS13 h LS111 LS14 z p0 LS113 LS112 S1cn 44 O a (D z ° N a° DUBUQUE STREET LS152 O S150 � s1s1 S153 4 4 LS15 LS160 L3155•y{_ S165 S166 S169 LS17 LS17 LS177 S185 S186 161 LS15 LS ® _ LS18 LS184 J LS163 LS*i4 t # Ell LS174 LS17 - LS181 t S158 S157LS15CI LS168 LS167 ,LS175LS17 LS18 S179 LS178--" -"ILS189 LS189/ NOTES: ALL SIDEWALK POINTS ARE FACE OF PLANTER CURB WITH ELEVATIONS ON TOP OF SLAB PLANTER CURB HEIGHT SHALL BE BASED OFF OF THESE ELEVATIONS FOR ADJACENT SIDEWALK PAVEMENT. SEE LS SHEETS FOR PLANTER CURB DETAILS. ALL FOOTING POINTS ARE CORNERS OF THE LIMESTONE FOOTINGS WITH ELEVATIONS ON TOP OF FOOTING. 1 IN. ELEVATION DIFFERENCE BETWEEN FOOTING AND SIDEWALK HAS BEEN ACCOUNTED FOR IN THIS INFORMATION. CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 0022101 2.00 DESIGNED BY T. LECLAIR CHECKED BY: M. FAHRER DRAWN BY: T. LECLAIR LETTING DATE: DECEMBER 2023 CAD DATE: 1111012023 2:55:28 PM CAD FILE: 6pw_W rkd!6pw_Ie1rtI1dO584674100221012.00_LO4.SHT.dgn REVISION DESCRIPTION POINT STATION OFFSET ELEVATION DESCRIPTION L5150 100+50.93 14.04 683.59 SIDEWALK LS151 100+56.91 13.50 683.89 SIDEWALK LS152 100-69.27 13.50 694.02 SIDEWALK LS153 100+71.52 14.98 684.02 SIDEWALK LS154 10D+69.36 16.% 694.03 SIDEWALK L5155 100+72.82 20.53 684.04 SIDEWALK LS156 300+72.82 31DO W. 18 SIDEWALK L5157 1 100�60.781 31.00 684.12 FOOTING L5158 100+50.93 31.00 684.00 FOOTING LS159 100+50.93 21.15 683.83 FOOTING L5160 300+5160 21.15 683.85 FOOTING LS161 100+52.60 27.33 693.96FOOTING LS162 100+54.60 27.33 693.98 FOOTING LS163 100+54.60 29.33 694.01 FOOTING L5164 100+60.78 29331 694.09 FOOTING L5165 100+81.08 21.50 694.01 SIDEWALK L5166 100+92.32 21.50 684.24 SIDEWALK 1S167 100.92.32 31.00 684.36 SIDEWALK LS168 100+81,08 31.00 684.10 SIDEWALK POINT STATION OFFSET ELEVATION DESCRIPTION LS169 101+04492 21.50 694.52 SIDEWALK LS170 301+28.99 21.50 694.79 SIDEWALK LS171 101+28.99 29.17 695.09 FOOTING LS172 101+28.99 31.00 685.09 FOOTING LS173 101+17.16 31.00 68S.01 FOOTING 1.5174 101+17.16 29.17 685.01 FOOTING L5175 101+01.82 31.00 684.85 SIDEWALK LS176 1 101+47.581 21.50 684.91 SIDEWALK LS177 101+74.99 21.50 685.05 SIDEWALK L5178 101,74.99 31.00 685.07 SIDEWALK LS 179 101+52.91 31.00 685.20SIDEWALK LS180 101+52.91 27.99 695.12 SIDEWALK L5181 101+53.41 27.83 685.20 FOOTING L5182 101+47.58 27.83 685. 12 FOOTING L5183 101+47.58 25.99 685.12 FOOTING L5184 101+53.41 25.99 685.2.0 FOOTING L5185 1 101+80.991 21.50 695.08 SIDEWALK LS186 101+88.61 21.501 685.13 SIDEWALK L5187 I 101+9d.06 23.03 685.12 SIDEWALK L5188 101+94.06 31.00 685.22 SIDEWALK L5189 101+80.991 31.00 685.12 SIDEWALK Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET IE WASHINGTON STREET TO IOWA AVENUE LANDSCAPE STAKING IOWA CITY, IA LS134n- - S137� LS133, \/- S736- LS132� ° _ V513 LS13 + - + �F _ -LS135 I ' � LS1 LS14 LS14 q� S1 \ \ ; \ 1 � C187 ,I + - 1 i� : dolo o--* o 7 FEET L•4 VAULT CORNER k 102+63.l Z 39.04' LT ELEV 686.14 IULT CORNER .12, 39.24' LT ELEV 685.93 I OF RADIUS t+20.00,18.5U LT END 6' RADIUS STA 102+28.48,18.33' LT ELEV 685.17 rGIN 6' RADIUS 4 CTA 1 nq+Zi Ad ?n `\6 C CENTER OF RAO BEGI 6' RA I \ STA 102+32.64, STA1b +2 .16,Y4.1 i LT ELEV 85.22, END 6' IU STA 102��20.00,12 S>0' ELEV 68b.22 \ 300 0 EN 12 IRADIUS \ S 102+32.61, 20.00' RT 6.24 I 1 sl ER OF RADIUS _ 112+32.61, 32.00' RT BEGIN 1 T RADIUS STA 102+20.61, 31.99' RT ELEV 85 4t 4 00 O EDGE OF PAVEMENT STA 102+20.33, 39.51' RT ELEV 685.61 VAULT CORNER VAULT CORNER STA 103+11.20, 39.61' LT STA 103+25.51, ELEV 686.23 39.64'LT VAULT CORNER ELEV 686.34 STA 102+99.25, 39.54' LT ELEV 686.22 0 VAULT CORNER + STA 102+93.56, 39.39' LT ELEV 686.16 4ER VAULT CORNER STA 102+93.68, 25.25' LT ST ELEV 686.02 VAULT CORNER EDGE OF SIDEWALK STA 103+31.23, STA 300+99.43, 47.5T RT 39.16'LT ELEV 686.67 ELEV 686.35 EDGE OF SIDEWALK STA 301+08.94, 47.64' RT j EDGE OF SIDEWALK ELEV 686.49 STA 301+09.04, 59.81' RT ELEV 686.82 VAULT CORNER STA 103+70.34, 39.58' LT ELEV 686.76 79.29, "- tN06'RADIUSEM STA t 03+51.17, CENTER OF RAI LT ELEV 696 103+70.84, 14.17 LT 86.37 STA 103+75.00, ---.ELEV 685.76 18.50'LT VAULT CORNER VAULT CORNER VAULT CORNER END 6' RADIUS F STA 102+62.94, 25.70' LT STA 103+11.23, 27.25 LT STA 103+56.48, 25.59' LT STA 103+62.36, 20.OU LT ELEV 685.90 ELEV 686.13 VAULT CORNER ELEV 686.36 ELEV 685.83 STA 103+25.57, 27.41' LT ELEV 686.24 CENTER OF joO STA 103+62.36,1 END RAD DUBUQUE STREET EGIN 6' RADIUS 1 STA 1 STA 103+66.52,18.3T LT ELEV 6 ELEV 685.79 CENTER OF RADIUS END G RADIUS BEGIN 6' RADI STA 103+40.00,19.00' RT STA 103+75.00, 12.50' RT STA 103 .0 END G RADIUS ELEV 685.68 ELEV 68 STA 103+31.73, 20.91' RT BEGIN 6' RADIUS BEGIN 25' RA STA 103 ELEV 685.92 STA 103+70.08,15.06' RT ELEV BEGIN 6' RADIUS ELEV 685.74 O O STA 103+28.55, 20.00' RT CENTER OF RADIUS ELEV 685.89 STA 103+60.01, 6 F 19.00' RT l CENTER OF RA LEGEND 9 IN. PCC PAVEMENT R\1 9 IN. REINFORCED PCC PAVEN aL 11 IN. COLO/PCC CURBAND G501+00 ®UNIT PAVER ` CUENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 3 DESIGNED BY. T. LECWt CHECKED BY: M. FAHRER DRAWN BY: T LECINR L LETTING DATE DECEMBER 2023 CAD DATE 111612023 2:31:53 PM CAD HIE: clpw_w rkdlrlpw-kIMIdO58467410022101200_L01-SHTAgn EDGE OF SIDEWALK o STA 300+99.25, 31.42' RT c o+ ELEV 686.16 0+ p EDGE OF SIDEWALK " o STA 301+00.67, 30.78' RT ELEV 686.03 - 301+00 EDGE OF PAVEMENT STA 301+00.81, 23.00' RT ELEV 685.52 c c o BEGIN 2T RADIUS STA 104+04.29, 37.49' LT ELEV 685.62 EDGE OF PAVEMENT �i STA 301+25.63, 23.00' RT ELEV 685.52 - STA 103+75.00, 18.%Q CENTER OF RADIUS 6' RADIUS ST 103+28.55: 26 • ^ TA 103+64.93, 22.44' - - JmlllllliftELEV 685.82 It, FT STA 103+36.82, 24.09' RT ELEV 685.99 END V RADIUS / STA 103+40.00, 25.00' RT ELEV 686.01 BE 6' RADIUS STA 103 .01, 25.09 RT ELEV 685.92 ELEV 686.43 EDGE OF SIDEWALK STA 103+70.93, 45.91' RT ELEV 686.33 6 IN. PCC PAVEMENT (RAMPS) - 6 IN. PCC PAVEMENT (LANDING) 6 IN. PCC PAVEMENT (SIDEWALK) BOLLARD FOOTING PAVEMENT - VAULT CEILING PAVEMENT OF RADIUS ELEV 685.55 BEGIN W RADIUS STA 302+64.51, 27.00' RT ELEV 683.94 EDGE OF PAVEMENT 302+70.97, 30.29' RT ELEV 683.84 END 8' RADIUS STA 302+72.51, 35.11' RT ELEV 683.89 EDGE OF SIDEWALK 0 Eel ELEV 685.16 END 25' RADIUS STA 104+04.24, 37.51' RT ELEV 684.92 EDGE OF PAVEMENT STA 104+17.96, 41.64' RT ELEV 684.55 ELEV 684.68 302+00 STA 3024D-9, 36.38' RT 1 ® STA 302+72.97, 0.53' RT ELEV 683.92 ELEV 683.48 EDGE OF PAVEM T STA 302+72.59, 29.11' RT Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE GEOMETRICS AND STAKING IOWA CITY, IA ry N L.V 4=% 471 C-J -<(- f'T'1 m 0 W -9- co d R1Z�„ FEET L4 VAULT CORNER STA 102+63.12, 39.04' LT ELEV 686.14 VAULT CORNER STA 102+51.12, 39.24' LT ELEV 685.93 CENTER OF RADIUS STA 102+20.00,18.5W LT END 6' RADIUS STA 102+28.48,18.33' lT ELEV 685.17 43EGIN 6' RADIUS STA 102+32.64, 20.00' LT 685.16 CENTER OF RADIUS BEGI I STA 102+32.64,14.1 STA 10 +2 .16,4\4.17' LT ELEV 5.22� END 6' IU � i STA 102t�20. 12 0' ELEV 685.22 \ !W+00 `N 1`2�RADIUS S 10 +32.61, 20.00' RT .24 C 1fER OF RADIUS 102+32.61, 32.00' RT U STA 102+20.61, 31.99' RT C � O EDGE OF PAVEMENT STA 102+20.33, 39.51' RT ELEV 685.61 501+00 i1 VAULT CORNER VAULT CORNER STA 103+11.20, 39.61' LT STA 103+25.51, ELEV 6116.23 39.64' LT VAULT CORNER ELEV 686.34 STA 102+99.25, 39.54' LT ELEV 686.22 c VAULT CORNER Ly+j STA 102+93.56, 39.39' LT c ELEV 686.16 1ER + 93, 25.95' LT VAULT CORN STA 102+93.68, 25.25' LT ST ELEV 686.02t. VAULT CORNER EDGE OF SIDEWALK ^ STA 103+31.23, STA 300+99.43, 47.57' RT 39.16'LT ELEV 686.67 ELEV 686.35 EDGE OF SIDEWALK STA 301+08.94, 47.64' RT EDGE OF SIDEWALK ELEV 686.49 STA 301+09.04, 59.81' RT ELEV 686.82 VAULT CORNER STA 103+70.34, 39.58' LT ELEV 686.76 VAULT CORNER ,103+51.17, 25.60' LT EDGE OF SIDEWALK p STA 300+99.25, 31.42' RT o+ ELEV 686.16 p EDGEOFSIDEWALK STA 301+00.67, 30.78' RT ELEV 686.03 EDGE OF PAVEMENT STA 301+00.81, 23.00' F ELEV 685.52 o 0 BEGIN 25' RADIUS IUS STA 104+04.29, 37.49' U ELEV 685.62 EDGE OF PAVEMENT STA 301+25.63, 23.00' RT 3 ELEV 685.52 - ELEV 686.38"" ' STA 103+75.00, _ - - ... -- LEV 685.76 18-50' LT VAULT CORNER VAULTCORNER VAULT CORNER END 6' RADIUS F- STA 102+62.94, 25.70' LT STA 103+11.23, 2725 LT STA 103+56.48, 25.57 LT STA 103+62.36, 20.00' LT ELEV 685.91 ELEV 686.1 S VAULT CORNER ELEV 696.37 ELEV 685.83 Q=b {} LT STA 103+25.57, 27.41' LT � ELEV 686.24 CENTER OF STA 103+62.36,1 EG C DUBUQUE STREET IN 6 RADIUS END 25' RAD U STA 103+66.52,18.33' LT STA 10 ELEV 6 ELEV 685.79 CENTER OF RADIUS END G RADIUS BEGIN 6' RADI STA 103+40.00,19.00' RT STA 103+75.00,12.50' RT STA 103 END 6' RADIUS ELEV 685.68 ELEV 68 BEGIN 25RAI US= STA 103+31.73, 20.91' RT BEGIN V RADIUS STA 103 7 . , ELEV 685.92 STA 103+70.08,15.06' RT ELEV 68 BEGIN 6' RADIU ELEV 685.74 p STA 103+28.55, 20.00' RT CENTER OF RADIUSO ELEV 685.89 STA 103+60.01, 9 6 T LL 19.00' RT l CENTER OF RADI STA 103+75.00' 18cr CENTER IIOF RADIUS • END 6' RADIUS STA 103+28.55, 26.00' RT STA 103+64.93,22.44'RT ELEV 685.82 W21 FT BEGIN V RADIUS BEGIN V RADIUS STA 103+36.82, 24.09' RT STA 103+60.01. 25.00' RT ELEV 685.99 ELEV 685.92 END V RADIUS EDGE OF SIDEWALK STA 103+40.00, 25.00' RT STA 103+70.97, 39.27' RT ELEV 686.01 ELEV 686.43 CENTER OF RADIUS STA 103+79.24, EDGE OF SIDEWALK 37.50' RT STA 103+70.93, 45.91' RT ELEV 686.33 EDGE OF SIDEWALK LEGEND 9 IN. PCC PAVEMENT ® 6 IN. PCC PAVEMENT (RAMPS) R� 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) a L 11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT CUENT PROJECT NO,. 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY T LECIAIR CHECKED BY: M FAHRER DRAWN BY T. LECWR LETTING DATE DECEMBER 2023 CAD DATE 1111012023 3:14:19 PM CAD FIE: clpw_workdirlpw_IetldkdO584674100221012A0_L01_SHEdgn Y Foth 94.66, 46.20' RT ELEV 685.55 u3 BACK OF CURB z w 1302+ 2.53, 27.00' RT ELEV 684.60 C 0 STA 104+17.99, ELEV 685.16 END 25' RADIUS STA 104+04.24, 37.51' R' ELEV 684.92 EDGE OF PA' STA 104+17. ELEV 684.55 EDGE OF PAVEME STA 301+91.67, 0. ELEV 684.68 0 0 U) 0 301+00 71 1 13 Ali 3= J, 0 302+00 ELEV 684.28 BEGIN 8' RADIUS STA 302+64.51, 27.00' RT ® J ELEV 683.94 CENTER OF RADIUS , 302+64.51, 35.00' RT DGE OF PAVEMENT :02+70.97, 30.29' RT ELEV 683.84 I END 8' RADIUS RLS Fr EDGE OF PAVEMENT 302+72.51, 35.11' RT STA 302+72.97, 0.53' RT ELEV 683.89 O ELEV 683.48 EDGE OF SIDEWALK STA 302+72.49, 36.38' RT ELEV 6813.92 EDGE OF PAVEME T _ STA 302+72.59, 29.11' RT DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE GEOMETRICS AND STAKING IOWA CRY, IA FEET L.5 01• 7 5' 7.5' � a 7.3' m 7.8' 4.3' 4.4' 2 T 6.6 C (TYP.) (TYP )N O C \ BT-3 __ v \ REINFORCED PAVEMENT /L3 0 aT U C 10' 12' BT-3 DUBUQUE STREET \ BT-3 a�G L-3 BT-3 BT-3 1 U 6T .- a c Y C c m (TYP.) (TYP.) 5.8' 7.9' 7.9' 7.9' 7.9' 79, T4' 8.2' 6' 8.2' 7W TV ,V 0 LEGEND 9 IN. PCC PAVEMENT 9 IN. REINFORCED PCC PAVEMENT L11 IN. COLORED PCC PAVEMENT CURB AND GUTTER ® UNIT PAVERS WITH PCC BA/ 7 501+00 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101 T00 DESIGNED BY: T. LECLA■ CHECKED BY: M. FAHRER DRAWN BY: T LECLAIR LETTING DATE DECEMBER 2023 CAD DATE: 1 1/6/2023 2:32:06 PM 5 CAD FILE: clew_workdidpw_1¢IMId0584674100221012.00_L02_SHT.dgn 0 0 0 C U } (TYP-) C c 5.T 5' 6.7 ■ AI �Si� 9 ARr.•rb��. OFF 14.05'LT ..���■...•�_ OFF 2.06 1 10, 1 1 . �����■� OFF 1.95'RT • ��■���� 61N. PCC PAVEMENT (RAMPS) n 6 IN. PCC PAVEMENT (LANDING) - 6 IN. PCC PAVEMENT (SIDEWALK) BOLLARD FOOTING PAVEMENT - VAULT CEILING PAVEMENT m m m in -1 H J !2 In m CD CD (TYPAl )I I (TYP.) + (TYP.) 4' 'v of 9.r 12.2' Foth DUBUQUE STREET RECONSTRUCTION IE WASHINGTON STREET TO IOWA AVENUE IOWA CBY. IA w Z W a a 3 0 CD 0 N 0 _ rrr 5 f u.► g j.. �� -•7r co NOTES: KEYWAY JOINTS WILL NOT BE ALLOWED 1 IN. EXPANSION JOINT BETWEEN PCC BAND AND BACK OF CURB. REFER TO B SHEETS FOR MODIFIED CURB DETAILS FOR CLASS A SIDEWALK. 1/2 IN. EXPANSION JOINT AROUND ALL PLANTING AREAS. 1 IN. EXPANSION JOINT ADJACENT TO ALL BUILDINGS EXCEPT AT BUSINESS ENTRANCES. PROVIDE MAXIMUM OF 1 /2 IN. EXPANSION JOINT AT BUILDING ENTRANCES. CONTRACTOR TO VERIFY EXISTING JOINT LOCATIONS AND SPACING. NOTIFY THE ENGINEER IF DIFFERENT THAN SHOWN. BOXOUTS FOR GRATE INTAKES SHALL HAVE A WIDTH OF 30'. RD JOINTS SHALL BE USED AT BOTH ENDS OF THE BOXOUTS. FEET DUBUQUE STREET JOINTING L 5 STA 102+25.88, 39.51' LT STA 102+52.74, 39.19' LT STA 102+92.39, 39.36 LT STA 103+15.54, 39.63' LT ELEV 685.66 ELEV 685.95 ELEV 686.15 ELEV 686.28 STA 102+35.33, 39.56' LT STA 102+55.75, 39.03' LT STA 102+99.25, 39.54' LT STA 103+25.64, 39.64' LT ELEV 685.78 ELEV 686.03 STA 102+69.12, 39.06' LT ELEV 686.34 ELEV 686.23 ELEV 686.22 STA 102+79.66 39.1 ' LT STA 103+12.26, 3 2' LT STA 103+29.63, 39.81' LT ELEV 686.27 ELEV 686.24 ELEV 686.48 STA 103+40.80, 38.53' LT o ELEV 686.57 = ._,..,...: _... o + STA 103+50.65, 38.62' L_T + o ELEV 686.59 , E' I�Ip'o Ij�r IpIt+ Iw�►p' 685.56 685 64 ;C; 686.22 686.06 ® . . 9 .Y .LfV 685.18 ELEV 685.47 - ELEV 685.92 N ELEV 685.36 \ \ ' ELEV 685.56 ELEV 686.01 ELEV 685.6 O F \ DUBUQUE STREET Nloo -' - 4 ELEV t' ; a4 686.23 2 ELEV 685 ELEV 685.58 N\ \ N M 0 ELEV 665.36 ELEV685.46 ELEV N�3° 1O(a {{{ ` \ ` J ELEV 685.79 ELEV 686.01 ELEV 685.84 ELEV 685. C f O y ri p hh+. +[ZOR C + O + o +IoO ELEV 685.27 1- e a �df ELEV 6 ELEV 685.37ELEV 685.51 ELEV 685.70 685.84 686,1p 665.85 11607 68616 686.30 68636 686.67 0686.70 686.56 686.42 686.06 A � N � � O � 01 � M V � �MAJ ' 1M+s N N V ■ � � � e _MOe IS Ids a IF -; • ` 0 STA 102+3 01, 39.311 RT ,ELEV 686.17 STA 103+58.17, 39. 'RT STA 102+45.98, 39.40JRT ELEV 686.70 ELEV 686.15 STA 103+51.98, 39. ' RT STA 102+64.46, 39.43' RT ELEV 686.67 ELEV 665.98 STA 103+44.88, 39.37' RT STA 102+85.44, 39.37' RT ELEV 686.81 ELEV 685.98 STA 103+32.75, 39.35' RT ELEV 686.79 STA 103+01.74, 39.21' RT ELEV 686.34 STA 103+23.37 39.16' RT LEGEND 9 IN. PCC PAVEMENT 6 IN. PCC PAVEMENT (RAMPS) Ry 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT El 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT 5.18 ELEV 685.05 0.6ok +12.5 1.OYk +37.5 2. "/ +64.5 7) Z Lu Q 3 0 w rvZ4, 0 10 FEET CLIENT PROJECT NO: 53939 FOTHPROJECTNO: 0022101200 NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET DESIGNED TE: DE EMBE CHECKED AT: M. 11012 DRAWN BY: :461 AIR E WASHINGTON STREET TO IOWA AVENUE SLOPE TRANSITIONS L.6 LETTING GATE: DECEMBER 2023 CAD DATE: 11/1012023 2:46:10 PMI # CAD FILE: cipw_workdirlpw_Wnhd0S84674'.00221012.00_L03.SHT.dgn Foth IOWA CITY, IA 0 0 0 0 M O � O F+ . O wlg a w 5.83 Flo coa 686.17 UELEV 685.69 . LEV O B 5.18 ELEV 685.47 �! ELEV 685.92 ELEV 685.36 \ , \ , ELEV 685.56 DUBUQUE STREET N b ELEV 686.01 - 4 ELEV 685.6 i ELEV 686.23 ELEV 6 ELEV 685.58 w N\ \ I d I + W N + V ELEV 685.36 '� \ \ ; ELEV 685.46 ELEV 685.69 ELEV 685.79 a �o mr ELEV 686.01 ELEV 685.84 24 ELEV 685. f ►� � � F+ N ELEV 685.27 ELEV 685.37 ELEV 685.51 a dE ELEV 685.70 ELEV 6 {A ELEV 686.00 ELEV 685.90 ELEV 686.19 O ELEV 685.94 ELEV 685.98 A_ 0 LEGEND 9IN. PCC PAVEMENT O 6 PCC PAVEMENT (RAMPS) Ry 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT v CLIENT PROJECT NO: 53939 FOTH PROJECE NO: D0221012,00 i DESIGNED BY: T. LECLAR CHECKED BY: M FAHRER DRAWN BY: T. LECLAIR LETTING DATE DECEMBER 2023 CAD DATE: 111612023 2:40:36 PM CAD FILE: clew.workdir,pw_IeIrcI1d0584674100221012.00.L03.SHfdgn m�0REVISION DESCRIP'nON # Foth 0 0 �n O d „ 7 Ear• ^,. rn _.! •� ELEV 684-98;,„ c.a co ELEV 685.05 W z zLu ; a Q 0 O DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE SLOPE TUNSMONS IOWA CITY. IA 0 10 �Z ET FEET L.6 STA 102+52.74, 39.19' LT STA 102+92.39, 39.36' LT STA 103+15.54, 39.63' LT ELEV 685.95 ELEV 686.15 ELEV 686.28 LT STA 102+55.75, 39.03' LT STA 103+25.64 E N 686.03 STA 102+69.12, 39.06' LT STA 102+99.25, 39.54' LT ELEV 686.34 ELEV 686.23 ELEV 686.22 STA 102+79.66, 39.1 ' LT STA 103+12.26. 3 2' LT STA 103+29. ELEV 686.27 ELEV 686.24 ELEV STA 1031 6.48 STA 103+50.65, 38.62' LT o ELEV 686.59 p '- C M • A 685.64 685.56 V 686.06 29 6.1 IM LEV 5.18 ELEV 685.47 685.92 ELEV 684.98 + c +�_ELEV a ELEV 685.36 \ , I ELEV 685.56 ELEV 686.01 ELEV 685.E # # _--- + -w �--- + DUBUQUESTREET + o N ELEV 686.23 + 1D -_ - . - ELEV 685 FLFV 5.18 0 , ELEV 685.58 N\ N + O I+ + N # } N ELEV 685.36 N \ y ELEV 685.46 ELEV 685.69 N N ELEV 685.79 f� ELEV 686.01 ELEV 685.84 ELEV 685. k a -_ # + v 0 +Il~ + N + e�-- ----- # -- ELEV 685.05 ELEV 685.27 O1 N �� c �o �fo 1 ELEV 685.37ELEV 685.57 ELEV 685.70 ELEV 6 ! 8 Z 687584 696.10 685.85 686 07 686.16 686.30 686.36 686.67 • 686.70 686.56 686.42 686.06 LLJ Q � ■ � Illn 'Ih"' O P N tO O 4> M V O Y N N V LEGEND 9 IN. PCC PAVEMENT 6 IN. PCC PAVEMENT (RAMPS) R� 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L 11 IN. COLORED PCC PAVEMENT O 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER a BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT CLIENT PROJECT NO: 53939 FOTH PROJECF NO: 00221D12.00 DESIGNED BY: T. LECLAR CHECKED BY: M. FAHRER DRAWN BY: T. LEC AIR LETTING DATE DECEMBER 2023 CAD DATE 1111012023 3:23:38 PM CAD FILE: clpw_workdlApw.kletld0584674100221012.00_L03_SHT.dgn \ STA 103+51.98, 39.4Q' RT ELEV 686.67 STA 103+44.88.39.37' RT 0.6-k +12.5 1.0./,L +37.5 2. '/ +64.5 iZ' o to FEET Foth DUBUOUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE SLOPE TRANSITIONS L.7 IOWA CITY. L4 0 + 0 EDGE OF PAVEMENT STA 501+09.00, 9.29' RT ELEV 684.54 EDGE OF PAVEMENT STA 501+07.11,10.03' RT ELEV 684.63 ALLEY WAY EDGE OF PAVEMENT STA 501+1 6.32,9.42'RT ELEV 684.19 EDGE OF PAVEMENT STA 501+16.45,10.05' RT ELEV 684.22 LEGEND 9 IN. PCC PAVEMENT Ry 9 IN. REINFORCED PCC PAVEMENT L11 IN. COLORED PC/BASE � CURB AND GUTTER ® UNIT PAVERS WITH CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 NO DATE BY REVISION DESCRIPTION DESIGNED BY: T. LECLAIR CHECKED BY: AL FAHRER DRAWN BY: T. LECLMR LETTING DATE DECEMBER 2023 CAD DATE I I /612023 2:31:54 PM CAD FILE clpw.wodcdirlpw_Ie11RId058467410022101200_L01_SHLdgn 0 N O N EDGE OF PAVEMENT 501+80.45,11.04' LT ELEV 683.26 PAVEMENT ).46, 9.73' LT ELEV 683.24 SPW502+06.45, 8.81' RT ji ELEV 682.47 EDGE OF PAVEMENT 502+01.73,10.29' RT ELEV 682.62 6 IN. PCC PAVEMENT (RAMPS) - 6 IN. PCC PAVEMENT (LANDING) 6 IN. PCC PAVEMENT (SIDEWALK) BOLLARD FOOTING PAVEMENT - VAULT CEILING PAVEMENT STA 502+01.16 .14' LT ELEV 682.69 E OFPAVEMENT STA 502+01.16,10.5', ELEV 682.68 EDGE OF PAVEMENT STA 502+27.60, 8.77' RT ELEV 682.05 STA 502+28.18,10.20' RT ELEV 682.07 EDGE OF PAVEMENT STA 502+42.35,10.90 RT ELEV 682.24 EDGE OF PAVEMENT STA 502+51.62,10.92' RT ELEV 682.12 ELEV 681.66 N-N \ EDGE OF PAVEMENI STA 502+54.65,10.1 ELEV 68130 ELEV 0.00 EDGE OF PA' STA 502+71. ELEV 681.38 0 O N Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET IE WASHINGTON STREET TO IOWA AVENUE GEOMETRICS AND STAKING IOWA CITY. IA rw r" I EDGE OF PAVEMENT STA 503+74.43,10.67 LT EDGE OF PAVEMENT ELEV 679.75 STA 503+61.89,10.60' LT ELEV 680.18 EDGE OF PAVEMENT I STA 503+61.89, 9.50' LT ELEV 680.16 ELEV 679.83 EDGE OF PAVEMENT STA 503+65.23,18.40' RT ELEV 679.84 / EDGE OF PAVEMENT STA 503+69.22,18.07 RT ELEV 679.76 EDGE OF PAVEMENT STA 503+69.22, 22.37 RT ELEV 679.72 EDGE OF PAVEMENT STA 503+74.32, 22.38' RT ELEV 679.52 -rg-� 0 10 FEET u 1 L7 POINT STATION I OFFSET ELEVATION DESCRIPTION L5200 102+33.14 -31.83 685.73 FOOTING LS201 102+48.14 -31.83 685.92 FOOTING LS202 102+48.14 -30.00 685.92 FOOTING L5203 102+48.14 .21.50 685.6651DEWA5 LS204 102+33.14 -21.50 695.52 SIDEWALK LS2D5 102+33.14 -30DO 685.73 FOOTING LS206 102+78.18 -31.00 686.22 SIDEWALK LS207 102+93.63 -31.00 686.06 SIDEWALK L5208 102+93.68 -21.50 686.00 SIDEWALK 15209 102+78.18 -21.50 685.93 SIDEWALK LS210 103+31.36 -28.04 686.28 SIDEWALK LS211 303+48.33 -28.24 686.43 SIDEWALK LS212 1 103+48.33 721.50 696.30 SIDEWALK LS213 1 103+31.33 -21.50 686.24 SIDEWALK LS20 LS20 - LS20 LS202 0 - w > �LS204 LS203IN I\,\;�,� LS252 LS2 - � LS253 F I J -�LS254 S LS25 300_ 0_ POINT STATION OFFSET ELEVATION DESCRIPTION LS214 103+58.48 -28.33 686.47 SIDEWALK L5215 103+71.93 -28.52 686.62 FOOTING LS216 103+81.69 -28.52 696.46 FOOTING L5217 103+81.69 -18.66 696.05 FOOTING LS218 103+BDw02 48.66 685.08 FOOTING LS219 103.80.02 -24.85 695.34 FOOTING LS220 103+78.02 -24.85 685.37 FOOTING LS221 1 103+78.02 -26.85 685.45 FOOTING LS222 103+71483 -26.8S 685.55 FOOTING LS223 303+81.69 -14.12 685.74 SIDEWALK L5224 303+79.29 -14.00 695.92 SIDEWALK LS225 103+75.00 -14.00 686.69 SIDEWALK LS226 103+71.88 -15.25 696.08 SIDEWALK LS227 103+67.56 -19.41 686.18 SIDEWALK LS228 103.62. 36 -2:.50 686.22 SIDEWALK 15229 103--a' 4S 12: -0i 686.25 SIDEWALK C 0 _„ -. 4S206 LS207 LS214\ LS21 LS211\ ■ fLS210 ,1 L1222 LS216 -7 22 LS22 LS21 LS218 LS209 LS20 LS213 LS212 LS22 coo- LS217 LS227 LS22LS22 LS22 LS224 LS223 ¢ DUBUQUE STREET 00 0 • 00 LS27 � LS27 LS272 0 LS26 ¢ O LS257LS260 LS26 LS273 -- ---- i� LS264 LS26 6 LS276 LS27 LS25 LS274 77 LS25,/ LS258� }\ `LS263 LS262/ �S267 LS266- LS281/ ` LS28 LS • LEGEND O9 IN. PCC PAVEMENT a 6 IN. PCC PAVEMENT (RAMPS) Ry 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT POINT STATION OFFSET ELEVATION DESCRIPTION LS2SO 102-27.16 23.03 685.49 SIDEWALK L5252 102+32.61 21.50 685.37 SIDEWALK L5253 102+38.75 21.50 695.69 SIDEWALK L5254 102+38.75 31.00 686.10 SIDEWALK L5255 102+27.16 31.00 685.84 SIDEWALK LS2% 102+78.18 21.50 685.82 SIDEWALK LS257 102+93.77 21.50 685.97 SIDEWALK L5258 102+93.77 31.00 686.0751DEWALK LS259 102+78.18 31.00 685.85 SIDEWALK LS260 102+99.77 21.50 686.05 SIDEWALK LS261 103,15.36 21.50 686.15 SIDEWALK L5262 103,15.36 31.00 686.30 SIDEWALK LS263 102+99.T1 MOD 686.16 SIDEWALK LS264 103+45.33 26.50 696.44 SIDEWALK LS265 103+60.01 26.50 686.33 SIDEWALK LS266 103+60,01 31.00 686. 5651 DEWALK L5267 103+45.331 31001 696.7051DEWAlK POINT STATION OFFSET ELEVATION DESCRIPTION LS268 103+66.16 23.30 686.16 SIDEWALK LS269 103+71.31 15.92 686.02 SIDEWALK L5270 103+75.00 14.00 68S.98 SIDEWALK L5271 103+79.24 14.00 685.84 SIDEWALK LS272 103+81.64 14.12 695.66 SIDEWALK LS273 103+81.62 22.50 685.83 FOOTING L5274 103+81.61 28.33 685.93 FOOTING LS275 1 103+79.951 28.33 685.96 FOOTING L5276 103+79.96 22.50 685.86 FOOTING LS277 103+71.94 29.33 686.38 FOOTING LS278 103+77467 29.34 686.14 FOOTING L5279 303+77.67 31.00 686.14 FOOTING LSZ80 103+71.84 31.00 696.38 FOOTING LS281 103-66.16 31.00 686.43 SIDEWALK L5251 103+77.68 28.32 685.98 SIDEWALK H W W H W D a m 0 I.¢ 1ULI ri� 1.3 F NOTES: ALL SIDEWALK POINTS ARE FACE OF PLANTER CURB WITH ELEVATIONS ON TOP OF SLAB PLANTER CURB HEIGHT SHALL BE BASED OFF OF THESE ELEVATIONS FOR ADJACENT SIDEWALK PAVEMENT. SEE LS SHEETS FOR PLANTER CURB DETAILS. ALL FOOTING POINTS ARE CORNERS OF THE LIMESTONE FOOTINGS WITH ELEVATIONS ON TOP OF FOOTING. 1 IN. ELEVATION DIFFERENCE BETWEEN FOOTING AND SIDEWALK HAS BEEN ACCOUNTED FOR IN THIS INFORMATION. O j 0 10 ;) FEET q CLIENT PROJECT NO: S3939 FOTH PROJECT NO. 00221012.00 i DESIGNED BY: T.LECLAR CHECKED BY: MFAHRER DRAWN BY. TLEK:LAIR LETTING DATE DECEMBER 2023 CAD DATE: I I / 10/2023 2:56:08 PM CAD FILE: bpw_workdidpw_ielffhd0584674100221012.00-L04_SHT.dgn NO DATE BY REVISION DESCRIPTION Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE Iowa CITY, w DUBUQUE STREET LANDSCAPE STAKING L.8 --- - LEGEND O9 IN. PCC PAVEMENT 6 IN. PCC PAVEMENT (RAMPS) R� 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT 7q 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT O O O O O O N C7 O O O � U9 In ola U 1 11.5' ST-3 11.5' 12' 10, 1 7.6' 10.3' 10' 10.5' 10.9' 5. P. ! L-3 ALLEY WAY g P. o a WENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101 2.00 n DESIGNED BY: T. LECLAIR CHECKED BY: M. FAHRER DRAWN BY: 7 LFCWR LETTING DATE: DECEMBER 2023 CAD DATE: 1 116/2023 2:32:09 PM CAD FILE: clpw-workdi6pw_ielllldOS84674i00221012.00-LO2-SHT.dgn m�� REVISIOND 5.1' NOTES: KEYWAY JOINTS WILL NOT BE ALLOWED. 1 IN. EXPANSION JOINT BETWEEN PCC BAND AND BACK OF CURB. REFER TO B SHEETS FOR MODIFIED CURB DETAILS FOR CLASS A SIDEWALK. 1/2 IN. EXPANSION JOINT AROUND ALL PLANTING AREAS. 1 IN. EXPANSION JOINT ADJACENT TO ALL BUILDINGS EXCEPT AT BUSINESS ENTRANCES PROVIDE MAXIMUM OF 1 /2 IN. EXPANSION JOINT AT BUILDING ENTRANCES. Fv < �r p..Y CONTRACTOR TO VERIFY EXISTING JOINT LOCATIONS AND SPACING. NOTIFY THE ENGINEER IF DIFFERENT THAN SHOWN. BOXOUTS FOR GRATE INTAKES SHALL HAVE A WIDTH OF 30". RD JOINTS SHALL BE USED AT BOTH ENDS OF THE BOXOUTS. 10 FEET �Foth DUBUQUE STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE JOINTING L•8 IOWA CITY, IA ALLEY WAY EDGE OF PAVEMENT EDGE OF PAVE STA 501+09.00, 9.29' RT STA S01+16.3, ELEV 684.54 ELEV 684.19 -7 EDGE OF PAVEMENT EDGE OF PAVEMENT STA .45,10.0: STA 501+07.11,10.03' RT 84.2 ELEV 84.22 6 ELEV 684.63 EDGE OF PAVEMENT STA 501+80.45,11.04' LT ELEV 683.26 'E OF PAVEMENT )1+80.46, 9.73' LT ELEV 683.24 0 i a in EDGE OF PAVEMENT STA 502+01.16,11.14' LT ELEV 682.69 EDGE OF PAVEMENT STA 502+01.16,10.52' LT ELEV 682.68 STA 502+06.45, 8.81' RT ELEV 682.47 ELEV 682.62 LEGEND O9IN. PCC PAVEMENT 61N. PCC PAVEMENT (RAMPS) Ry 9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE Im VAULT CEILING PAVEMENT 2 3 D o d CUENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 a DESIGNED BY: T. LECLARR CHECKED BY: M FAHRER DRAWN BY: T. LECINR LETTING DATE DECEMBER 2023 CAD DATE 1 1 / 10/2023 3:15: 10 PM 0 CAD FILE clew_wodcdiAPw_1¢It111d058467410022g1200_L01_SHT.dgn REVISION DESCRIFTION I$, Foth STA 502+28.18,10.2V RT ELEV 682.07 EDGE OF PAVEMENT STA 502+42.35,10.96' RT ELEV 682.24 EDGE OF PAVEMENT STA 502+51.62,10.92' RT ELEV 682.12 EDGE OF PAVEMENT EDGE OF PA' STA 502+27.60, 8.77' RT o + STA 502+54. ELEV 682.05 n ELEV 681.66 EDGE OF PAVEMEN" STA 502+54.65,10.1 ELEV 681.70 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY. IA 0 In EDGE OF PAVEMENT STA 503+74.43,10.67' LT EDGE OF PAVEMENT STA 502+71.21,10.44' LT ELEV 0.00 EDGE OF PAVEMENT STA 502+71.19, 9.55' LT ELEV 681.38 EDGE OF PAVEMENT ELEV 679.75 STA 503+61.89,10.60' LT ELEV 680.18 EDGE OF PAVEMENT STA 503+61.89, 9.50' LT ELEV 680.16 I J ❑ TENT CONSTANT 10.00' RT EDGE OF PAVEMENT o o h UNIFORM_ P STA 503+50.00, 9.68' RT o + SLOPE E TRANS. ELEV 680.44 N EDGE OF PAVMENT tT STA 503+65.00, 9.63' RT ELEV 679.83 EDGE OF PAVEMENT STA 503+65.23,18.40' RT ELEV 679.84 EDGE OF PAVEMENT STA 503+69.22,18.07' RT ELEV 679.76 EDGE OF PAVEMENT STA 503+69.22, 22.37 RT ELEV 679.72 EDGE OF PAVEMENT i STA 503+74.32, 22.38' RT ELEV 679.52 -rg-Nk 0 10 FEET N DUBUQUE STREET GEOMETRICS AND STAKING L9 LEGEND 9 IN. PCC PAVEMENT 61N. PCC PAVEMENT (RAMPS) RN9 IN. REINFORCED PCC PAVEMENT 6 IN. PCC PAVEMENT (LANDING) L11 IN. COLORED PCC PAVEMENT 6 IN. PCC PAVEMENT (SIDEWALK) CURB AND GUTTER BOLLARD FOOTING PAVEMENT ® UNIT PAVERS WITH PCC BASE VAULT CEILING PAVEMENT 0 0 0 0 0 0 + + + N h O O O N to � F E E E 12' jj®� 11.5' 1 BT-3 11.5' 12' ® 10' 1 ' 7.8' 10.3' 10' 10.5' 10.2' 10' 10' 10' 7.6 7.5' 10' 3.1 4.1' 5.3' uI (TYP.) / L-3 (TYPJ I (TYP.) (TVP.) o^ g a ALLEY WAY Q CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101200 DESIGNED BY: T LECIAIR CHECKED BY M. FAHRER DRAWN BY: T LECLAIR o LETTING DATE: DECEMBER 2023 CAD DATE. 1 1I I0/2023 3: 18:52 PM CAD FILE: cpw-wo,kdirlpw_i¢ n d058467,V00221012.00-L02-SHT.dgn NO DATE BY REVISION DESCRIPTION NOTES: KEYWAY JOINTS WILL NOT BE ALLOWED 1 IN. EXPANSION JOINT BETWEEN PCC BAND AND BACK OF CURB. REFER TO B SHEETS FOR MODIFIED CURB DETAILS FOR CLASS A SIDEWALK. 1/21N. EXPANSION JOINT AROUND ALL PLANTING AREAS AND ADJACENT TO ALL BUILDINGS. SEE LS SHEETS FOR SEALED JOINT DETAIL OF ALL SIDEWALK EXPANSION JOINTS CONTRACTOR TO VERIFY EXISTING JOINT LOCATIONS AND SPACING. NOTIFY THE ENGINEER IF DIFFERENT THAN SHOWN. BOXOUTS FOR GRATE INTAKES SHALL HAVE A WIDTH OF 30". RD JOINTS SHALL BE USED AT BOTH ENDS OF THE BOXOUTS. Toth DUB INGT STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA A� n D tD u „^ FEET ALLEY WAY JOINTING L j O I C (1 APA NOTE: STORM SEWER CROSSES FTG, SEE 6/LS.301 PA 121 CLIENT PROJECT NO: 53939 FOTHPRO)ECI NO: 0022ID12DD DESIGNED BY: BD, DI CHECKED BY: BD DRAWN BY, DJ UTIING DATE. 12/2l/23 CAD DATE. 11/8/2023 11:27 AM CAD FILE: 2201 3-LP_LAYO UT PLAN DW C NOTE. STORM BEWERCROSSES APPROX. 25 SF LOSS AT THIS CAFE ONE (COMPARED TO EXISTING BASED OVERSTORV TREE, TYP EX. TRANSFORMER PAD, TO REMAIN VAULT, TYP — FTG, SEE S/LS.301 ON SURVEY EXTEKTS), CAFE ONE MUST BE WITHIN PROPERTY LINE AND EX. LIGHT POLE, TO REMAIN/ MAINTAIN W CLEAR SIDEWALK , EX. VAULT LID, V.I. F. "",---,-- 1 _ ORNAMENTAL TREE, TYP B O 5 B O VAULT TO BE FILLED Q O , . I 2 (<) ¢ d J m V r i•-L ' B 1 ' I D A TVP PA PA ; b 6-� 1 — PA - F _ I , - 4 - �E f ♦ PA PA I E PA 1 \ 3 O+ 1 NOTE: STORM B I SEWER CROSSES- ? FTG, SEE 6/LS.307 /1 T _ _ 75 i D U B U Q U E S T R E ET ♦ 4 PROPOSEDCAFE ONE l L ^ + (NO SF LOSS, U.N.O.), TYP ELECTRICAL HAND HOLE, TYP. 4 T Y D NOTE: STORM SEWER CROSSES FTC, SEE G/15.301 J 1 284 LIGHTING CONTROLS 5.10 5.10 CABINET, SEE P-SHEETS REMOVABLE BOLLARDS AT ALLEY AND AT INTERSECTIONS, SEE B-SHEETS AND LSHEETS SITE FURNISHING AMENITY SCHEDULE CITY KEY DESCRIPTION NOTES LANDSCAPE FORMS, SCARBOROUGH, 5 1O LITTER RECEPTACLE SIDE OPENINGIVERTICAL STRAP, SEE SPEC 32 33 00 10 O2 BIKE RACK CYCLE SAFE. SURFACE #12700. SEE SPEC 32 33 00 3 O3 PEDESTRIAN LIGHT SEE PSHEETS AND V-SHEETS 3 4O ROADWAY LIGHT SEE PSHEETS AND V-SHEETS OVER -ROAD LIGHTING 4 O SYSTEM SEE PSHEETS AND VSHEETS MATCH DESIGN OF EXISTING 1 GO KIOSK WASHINGTOWPEDESTRIAN MALL KIOSK, SEE DETAILS ON LS.302 2 O BENCH SEE SPEC 323300 15 OS TREE POWER PEDESTAL ON FOOTING, SEE PSHEETS, SEE 41LS.301 2 O BOLLARD POWER ON FOOTING, SEE PSHEETS, SEE 4/LS.301 PEDESTAL �a7�NNDj��V1�:! .I�1iWE11�17° MATERIALS SCHEDULE MATERIALS SCHEDULE KEY DESCRIPTION NOTES SEE CIVIL FOR LAYOUT, GRADING, A DETAILS, O PCC WALK SEE 7/LS.301 FOR JOINT DETAILS OB PARKING METER FOR REFERENCE ONLY, SEE PSHEETS ©LIMESTONE BLOCK AT SEE /LS.301 THRESHOLD - TYPE A 0 LIMESTONE BLOCK AT SEE A.S.301 THRESHOLD - TYPE B QLIMESTONE BLOCK AT SEE ENLARGEMENTS ON LS.102 AND BA.S.307 MIDBLOCK -TYPE C 4'HT (ABOVE FG) X M. AT ALL AT -GRADE QF PCC PLANTER CURB PLANTING AREAS. SEE 3ILS.301 © AT -GRADE PLANTING AREA SEE LS.201, CITES 1 62A.S.301, SEE SPEC 32 3 00 LEGEND EXISTING UTILITIES PROPOSED UTILITIES WATER - WATER UG TELECOM LINES . - ,..._ / x WATER HOOK UPI VALVE GAS HYDRANT UG ELECTRIC -+�--- --- STORMSEWER SANITARY SEWER _.._._... ;: :,,,:; __...__. SUBDRAIN STORM SEWER SANITARY SEWER HANDHOLE/MANHOLE NOTE'. PA =PLANTING AREA I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND OF /ok' THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA, �t�tE BRETT A. DOUGIAS �/ "„__'/i / "-%��iF/• 12121/2023/�• 12121/2023 4 C, BRETT .DOU DATE LICENSE NO. DD3 LICENSE RENEWAL DATE: JUNE 30, 2025. LSAOI THROUGH LS.302 COVERED BY THIS SEAL DUBUQUE STREET RECONSTRUCTION #FothE WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA DUBUQUE STREET MATERIALS PLAN a C m CONCRETE UNIT PAVERS. MATCH IOWA AVENUE TYPE, COLOR AND PATTERN. BLEND IN FIELD, SEE BSHEETS AND C-SHEETS INTEGRALLY COLORED PCC, TYP. MATCH IOWA AVENUE COLOR AND I NOTE: REPLACE EXISTING BIKE RACK S IN THIS AREA. LOCATION IS APPROX.. V.I.F. 32 genus [ landscape architects ] 520 42ND STREET SUITE 400 DES MOINES, IA 50312 T 5152841010 W W W.GENUS-LA.COM SHEET NO. Ls. 101 NOTE: STORM SEWER �I CROSSES FTG, SEE 61LS.301 C \ PA 4 OVERSTORY TREE, TYP s ORNAMENTAL TREE, TYP VAULT ' O • , 8 Q TO BEED E FILL t PA PA a 1 1 �.a 3 O i. 1 NOTE: STORM / B T SEWER CROSSES i T _ FTG, SEE 6LS.301 b + D U B U O U E S T R E E 1 r ELECTRICAL HAND HOLE, TYP. - 7 I PA 9 PA PA -1 + Q © (TYP 5 1 IiI E II O n O E NOTE: STORM SEWER GROSSES FTG, SEE BILS.301 � x 9 D 5 co O z �E W -4 m IT -4 CUT NT PROJECT N O', 53939 FOTH PROJECT NO: 00221012900 OF SIGNED BY: BD, DJ CHECKED BY: GD DRAWN BY: DJ JETTING DATE: 12/21/23 CAD DATE: --- CAD FILE DIJBIJODESIBORDER-22K34.DW6 NOTE'. STORM r APPROX. 25 SF LOSS AT THIS CAFE ZONE (COMPARED TO EXISTING BASED EX. TRANSFORMER +PAD, TO REMAIN — SEWERCROSSES FTG, SEE 6ILS.301' VAUii ( ON SURVEY EXTENTS). CAFE ZONE MUST 8E WITHIN PROPERTY LINE AND EX. LIGHT POLE, TO REMAIN MAINTAIN S CLEAR SIDEWALK EX. VAULT LID, V.I. F. - RA - - - t-� --- . b \ ( PA P s [ T PROPOSED CAFE ZONE (NO SF LOSS, U.N.0 ). TYP yt • 3 1 S t0 7 0 7 PA PA� O 1 PA PA PA 1, L j L- -r- --� Ell 2 8 4 LIGHTING CONTROLS 5.10 CABINET, SEE PSHEET5 REMOVABLE BOLLARDS AT ALLEY AND AT INTERSECTIONS. SEE BSHEETS AND LSHEETS SITE FURNISHINr#4 AMENITY SCHEDULE CITY KEY DESCRIPTI NOTES LANDS CAPE FORMS, SCARBOROUGH, 5 O1 R LITTER PTACLE SIDE OPENINGIVERTICAL STRAP, SEE SPEC 32 33 00 10 O E RACK CYCLE SAFE. SURFACE N12700, SEE SPEC 323300 3 O3 PEDESTRIAN LIGHT SEE P-SHEETS AND VSHEETS 3 D ROADWAY LIGHT SEE P-SHEETS AND VSHEETS 4 O OVER -ROAD LIGHTING SEE PSHEETS AND VSHEETS SYSTEM MATCH DESIGN OF EXISTING 1 OG KIOSK WASHINGTON/PEDESTRIAN MALL KIOSK, SEE DETAILS ON LS.302 2 (D BENCH SEE SPEC 32 33 00 15 O8 TREE POWER PEDESTAL ON FOOTING, SEE P-SHEETS, SEE 4/LS.301 z OBOLLARD POWER ON FOOTING, SEE PSHEETS. SEE 4A-8.301 PEDESTAL MATERIALS SCHEDULE KEY DESCRIPTION NOTES QA PCC WALK SEE CIVIL FOR LAYOUT. GRADING, 8 DETAILS ® PARKING METER FOR REFERENCE ONLY, SEE PSHEETS ©LIMESTONE BLOCK AT SEE SILS.301 THRESHOLD - TYPE A LIMESTONE BLOCK AT SEE 81LS.301 THRESHOLD -TYPES QLIMESTONE BLOCK AT SEE ENLARGEMENTS ON L.S.A. AND 7AS.301 MIDBLOCK -TYPE C OF PCC PUNTER CURB 4'1 (ABOVE FG) X B'W, AT ALL AT -GRADE PLANTING AREAS, SEE 3/LS.301 QG AT -GRADE PLANTING AREA SEE LS.201, DTLS 1 8 2/LS.30/, SEE SPEC 32 93 00 '0 Foth LEGEND EXISTING UTILITIES WATER UG TELECOM LINES GAS UG ELECTRIC SANITARY SEWER STORM SEWER HANDHOLE/MANHOLE NOTE: PA = PUNTING AREA (� O S D D TYP _ D IT, D Z c IT, -- CONCRETE UNIT PAVERS. MATCH ' IOWA AVENUE TYPE, COLOR AND PATTERN, BLEND IN FIELD. SEE B-SHEETS AND CSHEETS D qo ter- INTEGRALLY COLORED PCC. TYP. MATCH IOWA AVENUE COLOR AND ALIGNMENT/DIMENSIONS ■I �'•� F Imo; 2 (2) -- NOTE: REPLACE EXISTING IS KE RACKS IN t / THIS AREA. LOCATION IS APPROX. V PROPOSED UTILITIES WATER WATER HOOK UP/VALVE HYDRANT STORM SEWER SUBDRAIN SANITARY SEWER !V I HEREBY CERTIFY THAT THIS DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND /O THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA, y.ApZE BRETDRUG A._AS D W (0 / 1221I2023 00399+ BRETT X DouGLtA DATE LICENSE NO. 00399 ' IucW~ LICENSE RENEWAL DATE: JUNE 30, 2025. LSAOI THROUGH LS.3D2 COVERED BY THIS SEAL DUBU Q UE STREET RECONSTRUCTION E WASHINGTON STREETTO IOWA AVENUE CWA (,TV IA DUBUQUE STREET MATERIALS PLAN VV e�r genus [ Jan-sC archited'd 1 tb 520 42HD STREET SURE 400 DES MOINES, IA 50312 7 515 284 1010 W W W.GENUS-LA.COM SHEET NO. LS.101 •- r— Q m Q _ .. 2 FOOTING TO ALIGN" 15'FOOTING 2. ® WITH EDGE OF p .. WALKIFi OF CWLB.' FACE OF LIMESTONE TO BE FLUSH WITH �' 3 ---�_ NG FACE OF LIMESTONE ?SEALED E.J.;ALIGN +jSEALED E.J. '—FACE OF LIMESTONE _ CONCRETE FOOTING A7 FAND BETWEEN CURBTO BE FLUSH WITH CONCRETE FOOTING —' / BETWEEN CURB AND FOOTING, SEE OOTIIILS.301.G TO BE FLUSH WITH CONCRETEFOOTING FOOTING, SEE 7/LS.301,TVP. TYP. E.J. a- FOOTINGTO l JGN ___ .._ — ] — n _ 'FOOTING 2.j'SEEN C CURB QWITH EDGE OF - C FOOT �._12'- FOOTING TODFOOTING, SEE WAL1C/FACE OF CURB p W NBETWEEN il'.. ALIGN WTH 7/LS.301, TYP. __ p 4 WALK7FACE OF CURB a _ o c7 ® J EDGE OF" ® p Q pe_. ] _ ] _...._ A-� SEQUENCING OF WORK AT THIS LOCATNJN, ..... ' WALK/FACE It WHEN CURB IS NOT FLUSH WITH FOOTING: SET .: OF CURB ' - - LIMESTONE, PROTECT LIMESTONE FROM IN Q CONCRETE SPLATTER, POUR CONCRETE TO FACE OF LIMESTONE FILL GAP BETWEEN CURB AND FOOTING. IF NOT TO BE FLUSH WITH }' SEALED E.J. p FEASIBLE, FILL GAP WITH FOAM EXPANSION MATERIAL AND SEAL WITH NON -SAG CAULK I CONCRETE FOOTING + BETWEEN CURB AND FOOTING, SEE CAPABLE OF SEALING A 2- GAP, COLOR TO ■ 7/LS.301, TVP. MATCH CONCRETE, SUBMIT DATA SHEET AND p NOTE:M1 BLOCK AT TWO LOCATIONS. SEE PLANS PHYSICAL SAMPLEFOR APPROVAL. BLOCK AT MIDBLOCK - TYPE C LIMESTONE BLOCK AT MIDBLOCK - TYPE C LIMESTONE BLOCK AT MIDBLOCK - TYPE C OLIMESTONE 2 3 SCALE: IA SCALE: 14 SCALE:14 LEGEND EXISTING UTILITIES WATER UG TELECOM LINES GAS UG ELECTRIC SANITARY SEWER STORM SEWER HANDHOLE/MANHOLE NOTE: PA = PLANTING AREA NOTE: FIELD VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTING FOOTING, NOTIFY LANDSCAPE ARCHITECT AND ENGINEER IF CONFLICTS ENCOUNTERED PROPOSED UTILITIES WATER WATER HOOK UPI VALVE HYDRANT ---- STORM SEWER SUBDRAIN SANITARY SEWER CLIE PIT PRO IECT N O: S3939 FOTH PROJECT NO: 00221012130 DESIG RED BY: BD. DI CHECKED BY: BD DRAWN BY DJ LETTING DATE: 12121123 CAD DATE: 11/8/2023 11.27 AM CAD FILE: 220134P LAYOUT PLAN. DWG LIMESTONES SCHEDULE TYPE C M1 OTY IDIMENSIONS VERTICAL FACE TYPES 1 6' L X 7 W % 1T HT NORTH FACE SAWN CUT, ALL OTHERS HANDFACED 1 6' L X 2' W X 1T HT SOUTH FACE SAWN CUT, ALL OTHERS HANDFACED 2 6' L X 2' W X 1T HT ALL VERTICAL FACES HANDFACED M2 1 6' 5}' L X 2' W X 17- HT NORTH FACE SAWN CUT, ALL OTHERS HANDFACED 1 61 X 1T HT I SOUTH FACE SAWN CUT, ALL OTHERS HANDFACED M3 1 S' 1 }' L X 2' W X 1T HT NORTH FACE SAWN CUT, ALL OTHERS HANDFACED 1 S 1 - L X 2' W X 17' HT NORTH AND SOUTH FACES SAWN CUT, ALL OTHERS HANDFACED 1 I S 1 J' L X 2' W X 1T HT SOUTH FACE SAWN CUT, ALL OTHERS HANDFACED SEE B/LS.301 FOR FINISHES SEE ILS.301FORTHRESHOLDLIMESTONE SCHEDULE, DIMENSIONS. AND FINISHES m®0REVISION DESCRIPTION SAWCUT OF }' SEALED E.J. BETWEEN ADJACENT PAVING CURB AND WALK. SEE THROUGH PANTER CURB. TSE.0.5..'.1� 7IL.S.301. TYP. AS SHOWN, YP. - JCONTINU CURBSTONE CONDITIONS' p Q SAWCUT IN EAST -WEST ,Q p Q DIRECTION AT ENDS OF PLANTERS. AS SHOWN, TYP. p p � A 4 TYPICAL PLANTER CURB JOINTING SCALE: 14 CONTINUE SAWCUT OF p SIDEWALK THROUGH PLANTER CURB, AS SHOWN, TYP. ^ p � genus [ landscape architect j 520 42FLD STREET SUITE 400 DES MOINES, IA 50312 T 5152841010 W W W.GENUS-LA.COM DUB INGT STREET RECONSTRUCTION DUBUQUE LIMESTONE STREET FathE WASHINGTON STREET TO IOWA AVENUE LIMESTONE BLOCK FOOTINGS AND PLANTER CURB JOINTING �,1 OZ IUWA C I IA I Q o p p FACE OF LIMESTONE _ ll'-10' FOOTING Z e ( t r TO BE FLUSH WITH --.� [ }' SEALED E.J. 5'-10• FOOTING FACE OF LIMESTONE CONCRETE FOOTING I?III O - ? �--- 3 BETWEEN CURB' AND FOOTING, TVP. ? TO BE FLUSH WITH CONCRETE FOOTING c O Q LL !r �" SEALED E.J. FOOTING TO AU Q - _ \BETWEEN CURB Q WITH EDGE OF p C FOOTING TO ALIGN AND FOOTING, TYP. WALILIFACE OF CURB WITH EDGE OF WALKIFACE OF CURB SEQUENCING OF WORK WHEN CURB IS Q p IN NOT FLUSH WITH FOOTING: SET _ _ p LIMESTONE, POUR CONCRETE TO FILL GAP BETWEEN CURB AND FOOTING. IF • NOT FEASIBLE, FILL GAP WITH FOAM EXPANSION MATERIAL AND SEAL WITH p NON -SAG CAULK CAPABLE OF SEALING A Q 2' GAP, COLOR TO MATCH CONCRETE, SUBMIT DATA SHEET AND PHYSICAL p NOTE: M1c13LOCKATTWO SAMPLE FOR APPROVAL. LOCATIONS. SEE BANS O LIMESTONE BLOCK AT MIDBLOCK - TYPE C SCALE 14 LEGEND EXISTING UTILITIES WATER UG TELECOM LINES GAS UG ELECTRIC SANITARY SEWER STORM SEWER ❑ E3 HANDHOLE/MANHOLE NOTE: PA = PLANTING AREA NOTE: FIELD VERIFY LOCATION OF UTILITIES PRIOR TO CONSTRUCTING FOOTING, NOTIFY LANDSCAPE ARCHITECT AND ENGINEER IF CONFLICTS ENCOUNTERED PROPOSED UTILITIES WATER WATER HOOK UP / VALVE HYDRANT - STORM SEWER SUBDRAIN -------�— SANITARY SEWER LIMESTONE BLOCK AT MIDBLOCK - TYPE C SCALE 14 r G - —.. f ... 12'-T FOOTING FACE OF LIMESTON TO BE FLUSH CONCRETE Fp TING 1111111 1 r FOOTING TO ALIGN WITH EDGE OF .. WALKTACE OF CURB t+ o� J SEALED E.J. BETWEEN CURB AND FOOTING. TYP. 1�'®D 1 0. " FACE OF LIMESTONE ■ TO BE FLUSH WITH CONCRETE FOOTING + I r' FOOTING TO .... ALIGN WITH 1 EDGE OF WALK/FACE OF CURB ' G SEALED E.J. BETWEEN CURB AND FOOTING. TYP. L y�I T I LIMESTONE BLOCK AT MIDBLOCK - TYPE C 3 71; 1 4 LIMESTONES SCHEDULE TYPE C M1 OTY WENSIONS VERTICAL FACE TYPES 1 T L X 2' W X 17' HT NORTH FACE SAWN CUT, ALL OTHERS HANDFACED b 1 V L X ZW X lr HT Baum FACE SAWN CUT, ALL OTHERS HANDFACED 2 V L X 2' W X it HT ALL VERTICAL FACES HANDFACED M2 a 1 B' 5}' L X rW X 1r HT I NORTH FACE SAWN CUT, ALL OTHERS HANDFACED D 1 1 B' 5j- L X rW X 17- HT I SOUTH FACE SAWN CUT, ALL OTHERS HANDFACED M3 1 S 1 t L X 2' W X 17- HT I NORTH FACE SAWN CUT, ALL OTHERS HANDFACED b 1 5' 1 { L X 2' W X I r HT NORTH AND SOUTH FACES SAWN CUT, ALL OTHERS HANDFACED 1 I S 1 }' L X 2 W X 1 r HT I SOUTH FACE SAWN CUT, ALL OTHERS HANDFACED SEE 711-S.301 FOR FINISHES SEE 8AS.301 FOR THRESHOLD LIMESTONE SCHEDULE, DIMENSIONS, AND FINISHES CONTINUE SAWCUT OF ADJACENT PAVING THROUGH PLANTER CURB, AS SHOWN, TYP. CURBYSTONE CONDITIONS: C '� j— SEE 711-S.301 3 3 - L1 SAWCUT IN EAST -WEST _ A p Q - DIRECTION AT ENDS OF PLANTERS, AS SHOWN, TYP. p p Q A 4 TYPICAL PLANTER CURB JOINTING SCALE: 14 0 CONTINUE SAWCUT OF Q SIDEWALK THROUGH PLANTER CURB. AS 1 SHOWN, TYP. n p genus [ landscape architects j 520 42N0 STREET SUITE 400 DES MOINES, IA 50312 T 5152841010 W W W.GENUS-LA.COM CLIENT PROJECT NO: S3939 FOTH PROJECT NO. 00221012AC IN01 HEWSIO N DESCRIPIIO N DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET DESIGNED BY: BO. DI CHECXED BY: BD DRAWN BY: Di Fath EWASHIN GTON STREET TO IO WA AVENUE LIMESTONE BLOCK FOOTINGS AND PLANTER CURB JOINTING LS.10 2 LETTING DATE: 12/21/23 CAD DATE: - CAD FILE DUBUO UEST_BORDER-22X34.DWG IOWA CITY, IA BUISS, 11 . 12 AF. 12 NT, 12 NIL 37 SH 12 AS Qiee. YY • ...� • I##F` / s�� ;II v �. a ` . .l�Peaf ��+Q��. �•. yr.e ;i _1W.e� `OJV:rt.e q..! pel �� • I. y..e sa�vRS , ` /� 82 SHE 11 ABA 22KI— 22 CA 12 RS BULBS: — 12 AM, 12 AF, 12 NT, 12 NL x D Tn ~ Z IAn _ Z O Z CO m m NOTES ..' ., _�i �6CF i BULBS: 6 AC.3 AF,,: 3 TS, 3 NL 14 SO 3SN -10 CF - 1SS I 4 AT L 38 SH ' - � SKI 1 '2SS- '-- "21SO 18 CA 7AB1 BULBS: �245H _ 8M 12SO BULBS T 2 SH 4 AT 10M BULBS DUBUQUE 3 SN 17 AA 1 SH 1 CF T AM. AF' STREET l NT. NL dRS+ 8 CF " BAC.1LAF, �, qF T5. 12 NL 1 SN 12 AC, 12 AF, -- _ 12 TS, 12 NL " . 13 CF = ; SH 3 SN i i 255 + 2SS BULBS: 1 SN - 1B SH dAT 27 SH 1 SS 38 22 SO i 15 AC, 12 AF, 7 SO 4 ATA\ 5CF SO 7 M ' EC EC -- i 85H� / � 67 CY .. ._. 17 M 1 CF .. 5 AT 3 SH / _ 20 CY 20 SH 3 AT 3AT 3SN ?2 SO J 8M 1 7SO AA 2SS 17 AA ... CF ; BULBS: BULBS: I 4 CF 12 AC, 12 AF, AC, AF, 15 TS, 15 NL 12 TS, NL 1. PLANTING SOILS TO BE INSTALLED AT ALL PLANTING AREAS TO A 36' DEPTH. 2. TREES TO ACHIEVE 1,000 CF OF SOIL PER TREE. STRUCTURAL SOILS WILL BE NECESSARY (UNDER SIDEWALK, ADJACENT TO PLANTING AREAS) TO ACHIEVE ADEQUATE SOIL VOLUMES AT TREES. SEE PLAN FOR LOCATIONS. 3. MULCH ALL BEDS WITH 2'THICK LAYER OF LEAF MULCH. SEE 32 300. 4. COORDINATE PLANTINGS WITH IRRIGATION VALVE CAPS, QUICK COUPLER BOXES, AND OTHER UTILITY BOXESIHAND HOLES. ADJUST SPACING ACCORDINGLY - VERIFY IN FIELD. 5. BULBS TO BE PLANTED AT MIDPOINT OF TRIANGULATED PLANTS (IN OPEN AREAS BETWEEN PLANTS). BULBS TO BE PLANTED IN THE FALL. CUT AT PR O IE CT N O: S3939 EO TH PROSE CT NO: 002210121DO DESIGNED BY: W.DI CHECKED BY: BD DRAWN BY.. D3 LETTING DATE: 12/21/23 CAD DATE. 11/6/2013 11.12 AN' CAD FILE: 12013-PP PLANPNG PLAN.DWG i 15 KI 7 PIS 3SN 6M 17 CA n 22 CV 3AT �.. ]CF1 t-t0 AB - 1 SS 1 SH 31 SH ••, GSK - .-..__ - 7 CV �7CF d 8S0 15 50 1yI 3AT - 10AA I 15S BULBS: 25 SH SN 15 AM, 15 AF,1Z BULBS: i BULBS: 18 KI 15 NT, 15 NL AC, AF, 10 R TS 12 NL y 1 TS,S, AF. 12 NL 1S 1 CA BULBS: ` 5CF 155 AB� 18 AM. 15 AF,� #' 26 SH 5CF 2 SH� Y— 15 NT,15 NL M SM� LS EE \\\1\ TREES CITY KEY BOTANICAL COMMON SI E ROOT NOTES 1 AGG GINKGO BILOBA'AUTUMN GOLD' AUTUMN GOLD GINKGO 2' MAX BBB 2 GSK GLEDITSIA TRIACANTHOS DRAVES' STREET KEEPER HONEYLOCUST 2' MAX BBB 2 LS LIQUIDAMBAR STYRACIFLUA'MORAINE' SWEETGUM •MOFRAINE' 2' MAX BBB 2 EC LIRIOOENDRONTUUPIFERA•JFS-0 EMERALDCITY TULIPTREE 2* MAX BBB 4 MA MALUS'ADIRONDACK• ADIRONDACK CRABAPPLE 15"MAX B&B 2 HGL TILIA CORDATA X MONGOLICA HARVEST GOLD' HARVEST GOLD LINDEN 2" MAX BAB 2 IRE ULMUS PARVIFLORA BSNUPP EVERCLEAR LACEBARK ELM 7 MAX S&B PERENNIALS AND BULBS CITY KEY BOTANICAL COMMON SI E ROOT NOTES 65 AS AGASTACHE •BLUE FORTUNE' BLUE FORTUNE AGASTACHE #1 CONT. 15' O.C. 130 M ALLIUM ANGULOSUM'SUMMER BEAUTY' SUMMER BEAUTY ALLIUM 01 CONT. 15'O.C. 138 AC ALLIUM CHRISTOPHII STAR OF PERSIA 12 CM BULB NATURALI ED 1 5 AF ALLIUM F7VUM SMALL YELLOW ONION 12 ON BULB NATURALI ED 66 AM ALLIUM MOLY GOLDEN GARLIC 12 CM BULB NATURAL! ED 46 AT ASCLEPIAS TUBEROSA BUTTERFLY WEED #1 CONT. 1S'O.C. 80 CA CALAMAGROSTIS ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS #1 CONT. 16' O.C. 127 CF I CAREX FLACCA BLUE SEDGE #1 CONT. 16' O.C. 76 KI KALIMERIS INCISIA'BLUE STAR' JAPANESE ASTER #1 CONT. 15' O.C. 213 NL NARCISSUS'LEMON DROPS' LEMON DROPS DAFFODIL 12 CM BULB NATURAL! ED 60 FIT NARCISSUS THALLN ORCHID NARCISSUS 12 CM BULB NATURAL! ED 44 RS RUDBECKIA SUSTOMENTOSA SWEET CONEFLOWER #1 CONT. 15'0.C. 30 SN SALVIA NEMEROSA'OSTFRIESLAND' EAST FRIESLAND MEADOW SAGE #1 CONT. iS O.C. 1 SS SALVIA SYLVESTRIS'SCHNEEHUGEL' SNOW HILL SAGE 01 CONT. 15.O.C. Sm SH SPOROSMUS HETEROLEPIS TARA' DWARF PRAIRIE DROPSEED #1 CONT. 18' O.C. 175 SO STACHYS OFFICINADS-HUMELO• HUMELO SETONY #1 CONT. 15'O.C. 138 TS TULIPA SPRING GREEN TULIP SPRING GREEN 112 CM BULB NATURAL! ED m�0DESCRIPTION CO t,1i3 NOV t3 D 4 LEGEND O o' e• 1s 3z• EXISTING UTILITIES PROPOSED UTILITIES WATER WATER UG TELECOM LINES WATER FOOT( UP / VALVE GAS HYDRANT UG ELECTRIC STORM SEWER SANITARY SEWER ..... :: S.-..::.. _.. -.. SUBDRAIN STORM SEWER - - SANITARY SEWER HANDHOLE/MANHOLE 0 OVERSTORY TREE O' ORNAMENTAL TREE genus [ landscape a7chifecfs I CUSOIL STRUCTURAL SOIL: INSTALL AT T DEPTH IN AREAS SHOWN ON PLANS AND PER 520 42ND STREET 31 5000. SUITE 400 DES MOINES, IA 50312 T 515 284 1010 W W W.GENUS-LA.COM SHEET NO. DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE PLANTING PLAN 1,S,20 j 1OFothIOWACl IA m �k .79 NOTES BULBS: - 12AM, 12. 12 NT, 12 NL 37 SH 1610- 12AB- 11 IRS - 12CA- 62 SH 17 AB 22 KI 22 CA 12 IRS BULBS: 12 AM, 12 AF, 12 NT, 12 NL l Q z L ■ rXN� � �N• �. V be" '==S *--■ ���NN�• ° �* 'pqy� � � 4.0''e�'O. _ Cm SN- w ON S. iNee� sees �41°So Q;���a1�ss...wry/Ji.ae�'�iiliv..�,.. e fiYK4°+ � IIYF �.r I �a� w•w��wars °° e, � . r •`4-°0 s - � ..^, a. e--<o'E.. rPa:a'a _ qqee �4Ee i � 94�A'1 � �SS �ONN D cg�� e r Y� � o i� .. � � � ��"" �� •'.�Jiilie;° . \-- BULBS: 15 AM, 15 AF. 15 NT, 15 NL :: BULBS: _. 18 AM, 15 AF. \ 15NT. 15 NL 18 SH �/� 7 AT J/ 6 AA JJJ SAT 3SS 2SS -- BULBS: 395H 2250 / 17M 3AT 6M 9CF BULBS: - •'�I ^ - AN �,•` 1SS �`--15N ',\ 2AT BULBS: 10 CF 3SN 2SS - BULBS: \\ 3AT �,; 35N -1550 BULBS: 1SN 450 -/ 2AT BULBAC 3 Al 3TS,6NL 4 IF 12 AC, 12 AF, 9 AC, 9 AF, 9 AC, 9AF, 9 AC. 9 AF, 9 AC, 9 AF. 15 TS, 15 NL 12 TS. 9 NL 9 TS, 12 NL 9 TS, 9 NL 12 TS, 9 NL 1. PLANTING SOILS TO BE INSTALLED AT ALL PLANTING AREAS TO A 36" D 2. TREES TO ACHIEVE 1,000 CF OF SOIL PER TREE. STRUCTURAL SO WILL BE NECESSAR (UNDER SIDEWALK, ADJACENT TO PLANTING AREAS) TO ACHIE WILL SOIL VOLUMES AT TREES. SEE PLAN FOR LOCATIONS. 3. MULCH ALL BEDS WrTH Z" THICK LAVER OF LEAF MULC E 32 93 OD. 4. COORDINATE PLANTINGS WITH IRRIGATION VALVE S. QUICK COUPLER BOXES, AND OTHER UTILITY BOXES/HIWD HOLES. ADJUST SP ING ACCORDINGLY - VERIFY IN FIELD. S. BULBS TO BE PLANTED AT MIDPOINT OF GULATED PLANTS (IN OPEN AREAS BETWEEN PLANTS). BULBS TO BE PLANT IN THE FALL. TREES CITY KEY BOTANICAL COMMON SIZE ROOT NOTES 1 AGG GINKGO BILOBA'AUTUMN GOLD' AUTUMN GOLD GINKGO 2" MAX B&B 2 GSK GLEDITSIA TRIACANTHOS TJRAVES' STREET KEEPERS HONEYLOCUST 2" MAX B&B 2 LS LIQUIDAMBAR STYRACIFLUA'MORAINE' SWEETGUM'MORAINE 2"MAX B&B 2 EC LIRIODENDRON TULIPIFERA-JFS-0I EMERALD CITY@ TULIP TREE 2* MAX B&B 4 MA MALLS'ADIRONDACK' ADIRONDACK CRABAPPLE 1.S- MAX B&B 2 HGL TILIA CORDATA X MONGOUCA'HARVEST GOLD' HARVEST GOLD LINDEN 2' MAX B&B 2 EE ULMUS PARVIFLORA'BSNUPF' EVERCLEAR LACEBARK ELM 2" MAX B&B PERENNIALS AND BULBS CITY KEY BOTANICAL COMMON SIZE ROOT NOTES 55 AS AGASTACHESLUE FORTUNE' BLUE FORTUNE AGASTACHE N1 CONT. 15"O.C. 130 M ALLIUM ANGULOSUM'SUMMER BEAUTY' SUMMER BEAUTY ALLIUM 01 CONT. 15'0C. 138 AC ALLIUM CHRISTOPHII STAR OF PERSIA 12 CM, BULB NATURALIZED 195 AF ALLIUM FLAVUM SMALL YELLOW ONION 12 CM. BULB NATURALIZED 66 AM ALLIUM MOLY GOLDEN GARLIC 12 CM. BULB NATURALIZED 46 AT ASCLEPIAS TUBEROSA BUTTERFLY WEED W1 CONT. 15" O.C. 80 CA CALAMAGROSTIS ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 01 CONT. 18" O.C. 127 1 CF CAREX FLACCA BLUE SEDGE W1 CONT. 15' O.C. 76 KI KALIMERIS INCISIA'BLUE STAR' JAPANESE ASTER N1 CONT. 15" O.C. 213 NL NARCISSUS'LEMON DROPS' LEMON DROPS DAFFODIL 12 CM- BULB NATURALIZED 60 NT NARCISSUS THALW ORCHID NARCISSUS 12 CM* BULB NATUR/LL12ED 44 RS RUDBECKIA SUBTOMENTOSA SWEETCONEFLOWER N1 CONT. 15"O.C. 30 SN SALVIA NEMEROSA'OSTFRIESLAND' EAST FRIESLAND MEADOW SAGE N1 CONT. 15" O.C. 19 SS SALVIA SYLVESTRIS'SCHNEEHUGEL' SNOW HILL SAGE N1 CONT. 15"O.C. 522 SH SPOROBOLUS HETEROLEPIS'TARA' DWARF PRAIRIE DROPSEED 01 CONT. 18" O.C. 175 SO STACHYS OFFICINALIS'HUMELO' HUMELO BETONV N7 CONT. 15" O.C. 138 TS TULIPA SPRING GREEN TULIP SPRING GREEN 12 CM. BULB NATLNiALIZED LEGEND EXISTING UTILMES WATER UG TELECOM LINES GAS UG ELECTRIC-- SANITARY SEWER -- STORMSEWER HANDHOLE/MANHOLE 0 OVERSTORY TREE OORNAMENTAL TREE CU-SOIL* STRUCTURAL SOIL: INSTALL AT 3' DEPTH IN AREAS SHOWN ON PLANS AND PER 31 5000. PROPOSED UTILITIES - - - - WATER • WATER HOOK UP/VALVE HYDRANT - --- STORM SEWER SUBDRAIN -----•W--•--a SANITARY SEWER 0' 8' 16, 32' N '© genus (landscape amhi%3Q 1 520 42ND STREET SUITE 400 DES MOINES, IA 50312 T 515 284 1010 W W W.GENUS-LA.COM CLIENT PROJECT NO: $3939 TOTH PROJECT NO: 002 21012000 NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION �I�DUBUQUE STREET LEITINGEDATE: 812/21/23 CNECAD DATL 11/6/2023 CKED BY: ED DRAWN BY 22J9PM Foth E WASEI�N GTO N STREET TO IOWA AVENUE PLANTING PLAN LS.201 CAD FILE: 22013-PP PIANTING PLAN.DWG U J I Il WA f'IY IT AT CONTRACTOR'S OPTION, IF POURING CURB UNDER STONE IS NOT FEASIBLE: FILL GAP WITH FOAM EXPANSION MATERIAL AND SEAL WITH 21/4" }' SEALED EJ, SEE NON SAG CAULK CAPABLE OF SEALING' 7ILS.301, TW. A 2' GAP, COLOR TO MATCH �N; CONCRETE, SUBMIT DATA SHEET AND 2. PCC PLANTER CURB, 9' ADJACENT SEE DETAIL 31LS.301 PHYSICAL SAMPLE FOR APPROVAL %' N� LEAF MULCH, 2' " - - ANAMOSA LIMESTONE SIDEWALK TYP. PUNTER CURB, TVP. SOURCE: WEBER STONE COMPANY THICKNESS � FINISH GRADE OF TOP VIEW PHONE: 319462. 3581 - " .�•CA SIDEWALK. TYP. 1/4- 7 FINISH y- -g; •- SEQUENCE WORK TO ALLOW 1' X 2' SKATE DETERRENT TOP: MACHINE SMOOTH NOTCH, CHAMFER ALL BOTTOM: SAWN f , I < - CURB TO BE POURED UNDER OUTSIDE EDGES 118, EXPOSED VERTICAL FACES: HANDFACED, PCC PAVEMENT, SEE PUN '�.' y FINISH: MACHINE SMOOTH SEE CIVIL CONDITION AT CURB WHERE CONDITION AT CURB WHERE 1' TOLERANCE SECOLOR ABUTTING VERTICAL FACES: SAWN FOOTINISTONE ARE ALIGNED FOOTING IS OFFSET (NT.S.1 ROD AND SEALANT. SECTION VIEW TO MATCH LIMESTONE, 7 SEALED EJ, SEE SEE MATERIALS PLAN FOR SUBMIT SAMPLE FOR '7 SKATE DETERRENT APPROVAL, ALIGN FACE OF 71L3.301, TYP. LIMESTONE DIMENSIONS LIMESTONE. TYP. LIMESTONE BLOCK LIMESTONE SKATE DETERRENT AT BLOCK (1) OF THE BLOCKS AT }' SEALED EJ. SEE f LEAF MULCH, 7 JOINTS, TYP. (INSET 7AS.301, WHERE PCC HANDFACED; LIMESTONE BLOCK; O r �: THICKNESS tJ' TOLERANCE 1 DETAIL ABOVE) CURB MEETS if SAWN BOTTOM. MACHINE S.S DOWELS}' 0, 3' E.W.. SMOOTH TOP 0 1f ,. 2 PER STONE ` LIMESTONE BLOCK, TYP. HANDFACED r T �� <i' TOP PORTION (TOP 1 V) V " ` SEE DETAIL CC PLANTER R FINISH ON m 1 �L'? AS FORMED EXPOSED K 1 #5 EPDXY -COATED BAR 12" / VERTICAL FACES I %4 O.C.E.W., EACH FACE. KEEP ! AND SAWN ON r BAR 3' CLEAR FROM EDGE - ABUTTING f OF FOOTING VERTICAL FACES PCC TRENCH FOOTING. r, 'L CONDITION - . ^ _ —.- 11`'— DIMENSIONS PER PLANS VARIES, SEE PCC TRENCH PLANS VARIES, FOOTING SEE PLANS SUBMIT SHOP DRAWINGS ANDS. AXONFORREF. CONDITION AT PLANTING AREA LONGITUDINAL SECTION PRODUCT DATA FOR APPROVAL % LIMESTONE BLOCKS AT MIDBLOCK --- --- --- - SCALE: 1/2' = 1'-0' N5 EPDXY -COATED BAR EACH FACE, SEE LONGITUDINAL SECTION S.S. DOWELS}' 0 PCC TRENCH FOOTING 2- INSET FROM EDGE OF STONE. ALL SIDES }' SEALED EXPANSION JOINT BETWEEN FOOTINGWALK, TYP PCC PAVEMENT. SEE CIVIL }' SEALED EXPANSION JOINT BETWEEN CURB AND LIMESTONE. TYP SEE MATERIALS PLAN FOR FILL JOINT WITH BACKER ROD LIMESTONE ATERIA MENSIMATERIALS NS AND SEALANT, SEALANT COLOR TO MATCH LIMESTONE, CONTRACTOR TO SUBMIT 4. PHYSICAL SAMPLE FOR ...APPROVAL I FTG4 ti I AS EPDXY -COATED BAR. 1T O.C. VERT.. 14' O.C. HORIZ., TO EXTEND INTO THIS AREA OF FOOTING FOR W SQUARE BLOCKS - ALONG FACE OF FOOTING (3- CLR) #5 EPDXY -COATED BAR, SAME SPACING, AT MIDPOINT ANAMOSA LIMESTONE SOURCE'. WEBER STONE COMPANY PCC PLANTER CURB: PHONE: 319.462.3581 SEE DETAIL 3A.S.301 FINISH TOP: VEINE CUT, SMOOTH FINISH BOTTOM: SAWN CUT EXPOSED VERTICAL FACES ON Tt BLOCKS: BEDFACE EXPOSED VERTICAL FACES ON T2 BLOCKS: THREE SIDES BEDFACE, ONE SIDE SAWN LIMESTONE BLOCK; SEE DETAIL 81LS.301 z• �� }' SEALED EJ. SEE 7/LS.301. TYP. LIMESTONE SCHEDULE TYPE B T1 OTY IDIMENSIONS IVERTICAL FACE TYPES 3 4' L X 4' W X 23' HT ALL VERTICAL FACES BEDFACE FINISH T2 THREE VERTICAL FACES BEDFACE B V L X 2' W X I- HT FINISH, ONE VERTICAL FACE SAWN, TYR I I I I I I F I I I 1 I I I I 1I1 LL I i i i i F 3'CLR I r I I " III I I ii! i I LONGITUDINAL SECTION SHIM BLOCKS AS NEEDED WITH NEOPRENE SHIMS TO ALIGN FACES/ACHIEVE 3" GAP. NO MORE THAN 8' AIR GAP BETWEEN SHIMS (CREATE BED OF SHIMS BELOW BLOCK) r SEALED EJ, SEE WLS.301, TYR PCC PLANTER CURB. SEE DETAIL 31LS.301 S.S DOWELS}' 0, 3' E.W #5 EPDXY -COATED BAR, 12' O.C. VERT., 14' O.C. HORIZ., AND AS NOTED IN PLAN TO LEFT FOR BAR THAT EXTENDS INTO FOOTING BELOW 4' LIMESTONE BLOCK PCC TRENCH FOOTING SUBMIT SHOP DRAWINGS AND TYPICAL PLAN PRODUCT DATA FOR APPROVAL I/1 LIMESTONE BLOCKS AT THRESHOLD SCALE: 1/2' = 1'-0' BOLLARD POWER. OR TREE POWER PEDESTAL, ORIENT OUTLET OPENING TO FACE INTERNALLY TO PLANTER, SEE ELECTRICAL SHEETS LEAF MULCH, 2' THICKNESS PCC PLANTER CURB, SEE DETAIL 31LS.30' SEE CIVIL FOR PAVEMENT DETAILS 4 POWER PEDESTALS AT PLANTER CURB SCALE. 1' LEAF MULCH. 2' THICKNESS IRRIGATION QUICK COUPLER VALVE, SEE IRRIGATION DETAIL PCC PLANTER CURB, SEE DETAIL3/LS.301 SEE CIVIL FOR PAVEMENT DETAILS , QUICK COUPLER AT PLANTER CURB SCALE 1-=1'-0- SEE PLANS FOR LOCATIONS OF FOOTING AND UTILITY CROSSINGS LIMESTONE BLOCK, PER PLANS O Z {, 0 ,:'.Ij. FIELD ADJUST RERAR ACCORDINGLY, ENSURE 3' ^ f. CLEARANCE FROM EDGE OF KNOCK OUT FORM 0 ---' BLOCK OUT FOOTING FOR UTILITY CROSSINGS, SEE PLANS FOR LOCATIONS 8 UTILITY KNOCKOUT AT FOOTING SCALE: DOW CORNING 756 SMS BUILDING SEALANT. LIMESTONE COLOR TOP OF CONCRETE PAVEMENT EDGE OF PLANTING AREA - O O SPACING Oa 11 QL� E ROOTEVILL. PLANTING%OIL, AS ' SPECIFIEd, SEE 32 9300, SEE PLANS FOR DEPTH UNDISTURBED SUBGRADE RENNIAL PLANTING .E. NOT ^TO SCALE F L NOTE: REMOVE ALL ROOT BALL BURLAP, TONLY ARE FTER TREE IANDTIN BUT ONLY AFTER TREE IS SET HOLE. KEEP ROOT BALL INTACT WHILE SETTING TREE SET ROOT FLARE 2' ABOVE FINISH GRADE LEAF MULCH, 2' THICKNESS, ENTIRE PLANTING AREA FINISH GRADE BACKFILL WITH PLANTING SOIL, AS SPECIFIED, SEE 32 93 00 PLANTING SOIL, AS SPECIFIED. SEE ,':.e.•,�. :,�c:,._'F_ :•_ 41 32 93 00. SEE PLANS FOR DEPTH �'•2X ROOTBALI:�.. DO NOT OVEREXCAVATE, INSTALL TREE ON LIGHTLY COMPACTED SOIL PEDESTAL NOTE PUCE EXPANSION PCC PUNTER CURB JOINTS PER PLAN (2) 04 EPDXY COATED REBAR, CHAMFER AT TOP 6 CONTINUOUS, PROVIDE A MIN. 314• EDGES, TYR 3- COVER ON ALL SIDES, TYP. }' SEALED EJ, SEE LEAF MULCH, 2' THICKNESS 7/LS.301, TYP. iw va SEE CIVIL FOR PAVEMENT DETAILS PUNTING SOIL, AS _ SPECIFIED, SEE `I 329300, SEE �I PUNS FOR DEPTH [ PCC PLANTER SCALE: 1'=l'-O' F EXPANSION 4L'' d A JOINT FILLER C EXPANSION JOINT EXPANSION AND SAWCUT JOINTS SCALE: NOT TO SCALE SAWCUT JOINT e JOINT CONCRETE PAVEMENT _ T=THICKNESS genus OF PAVEMENT [ landscape architects I 520 42ND STREET SUITE 400 DES MOINES. IA 50312 T 5152841010 W W W.GENUS-LA.COM CUE NT PR O IT CT N O: S3939 FOTH PROJECT NO. 00221012.00 11 NUI RARE I 3Y RE, q9N 1[1 LRPTIO N DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET DESIGNED DATE. BD, DI CHECKED BY: BD DRAWN BY. DJ ��� E WASHINGTON STREET TO IOWA AVENUE SITE DETAILS LS,30 LETTING GATE: I2121123 CAD DATE: 11/8/2023 S Sa PM CAB FILE 22013-DTI SRE DETAILS.DWG IOWA CITY, IA AT CONTRACTOR'S OPTION, IF BOLLARD POWER, OR TREE POURING CURB UNDER STONE IS NOT POWER PEDESATL, ORIENT FEASIBLE: FILL GAP WITH FOAM OUTLET OPENING TO FACE EDGE OF PLANTING AREA 21/4' 120.C. EXPANSION MATERIAL AND SEAL WITH INTERNALLY TO PLANTER, Z NON -SAG CAULK CAPABLE OF SEALING` SEE ELECTRICAL SHEETS 00 < SPACING }' SEALED EJ, TYP. A Y GAP, COLOR TO MATCH LEAF MULCH, Y 2. PCC PLANTER CURB. CONCRETE, SUBMIT DATA SHEET AND \ PLANT CENTER i o ADJACENT SEE DETAIL 3/LS.301 PHYSICAL SAMPLE FOR APPROVAL THICKNESS ANAMOSA LIMESTONE SIDEWALK. TYP. LEAF MULCH, 2' PLANTER CURB, TYP. w _ PCC PLANTER CURB, SOURCE: WEBER STONE COMPANY THICKNESS _ FINISH GRADE OF TOP VIEW SEE DETAIL 3/L5.301 LEAF MULCH, Y THICKNESS jj; ��� SEE CIVIL FOR PHONE. 319.462.3581 ASIDEWALK, TYP. 1/4' 2' FINISH 'f / 1' X Y SKATE DETERRENT PAVEMENT DETAILS ROOTBALL TOP: MACHINE SMOOTH y + / SEQUENCE OF WORK TO ALLOW NOTCH, CHAMFER ALL C - - CURB TO BE POURED UNDER OUTSIDE EDGES 1/6'. 4• BOTTOM: �'WN PCC PAVEMENT, -' " l • - 1 {i" A 1 PLANTING SOIL, AS EXPOSED VERTICAL FACES: HANDFACED. SEE PLAN `�/: FINISH: MACHINE SMOOTH . , SPECIFIED. SEE 3293 00, SEE CIVIL CONDITION AT CURB WHERE CONDITION AT CURB WHERE }_ SEE PLANS FOR DEPTH 1' TOLERANCE 1/4' JOINT: FILL WITH ABUTTING VERTICAL FACES: SAWN FOOTIWSTONE ARE ALIGNED FOOTING IS OFFSET (N.T.S.) BACKER ROD AND SECTION VIEW SEALANT. COLOR TO •• I W ' UNDISTURBED SUBGRADE v+ Y SEE MATERIALS PLAN FOR MATCH LIMESTONE. ALIGN _ "' I -I t SKATE DETERRENT FACE OF LIMESTONE, TYP. ._ LIMESTONE DIMENSIONS N }' SEALED EXPANSION JOINT, TYP LIMESTONE BLOCK LIMESTONE SKATE DETERRENT AT I PERENNIAL PLANTING ] Ft LEAF MULCH, Y BLOCK (1) OF THE BLOCKS AT }' SEALED EJ, PER L I SCALE: 1'=1'41' HANDFACED, LIMESTONE BLOCK; I.r THICKNESS JOINTS,TW.(INSET CIVIL DETAILS, WHERE xt- TOLERANCE SAWN BOTTOM, MACHINE I ` S.S DOWELS}• 0, 3• E.W., DETAIL ABOVE) PCC CURB MEETS q� SMOOTHTOP Oo iT,•t�J' LIMESTONE BLOCK 2 PER STONE L TOP PORTION (TOP 11 ) �� PCC PLANTER CURB, ; HANDFACED SEE DETAIL 3/LS.301 J M FINISH ON 05 FORMED EXPOSED & �' NS EPDXY -COATED BAR IY BOLLARD& TREE POWER PEDESTAL AT PLANTER CURB F NOTE: REMOVE ALL ROOT BALL O.C.E.W., EACH FACE. KEEP i BURLAP, WIRE BASKETS AND TWINE. VERTICAL FACES -'�- SCALE: 1'=1'-0' AND SAWN ON 'i'. BAR 3' CLEAR FROM EDGE : �; 1 t u 1. 'I'J Y .>, .. _ J BUT ONLY AFTER TREE IS SET IN ABUTTING :'- OF FOOTING ,L f • t CONDITION WK WOLE. KEEP ROOT BALL HILE SETTING TREE INTACT VERTICAL FACES PCC TRENCH FOOTING, *---+I` DIMENSIONS PER PLANS �C E VARIEP�AJNS LEAF MULCH, Y THICKNESS VARIES, FOOTING /-.— _ ____—_ IRRIGATION QUICK COUPLER SET ROOT FLARE Y ABOVE SEE PLANS r SUBM HOP DRAWINGS AND VALVE, SEE IRRIGATION DETAIL FINISH GRADE AXON -FOR REF. CONDITION AT PLANTING AREA LONGITUDINAL SECTION RODUCT DATA FOR PCC PLANTER CURB, SEE DETAIL3/LS.301 LEAF MULCH, 2' THICKNESS. LIMESTONE BLOCKS AT MIDBLOCK APPRovALSEE CIVIL FOR % - - _ PAVEMENT DETAILS ENTIRE PLANTING AREA SCALE: 12' = 1'-0' - FINISH GRADE BACKFILL WITH PLANTING SOIL, AS SPECIFIED, SEE 32 93 00 PLANTING SOIL, AS SPECIFIED, SEE 32 93 00, SEE PLANS FOR DEPTH :: �' .... • . • -,` °;' DO NOT OVEREXCAVATE, INSTALL .: t2%ROOTBALL•. _ - - - --: - - - �' � ' TREE ON LIGHTLY COMPACTED SOIL PEDESTAL FILL JOINT WITH BACKER ROD ANAMOSA UMESTONE -� SEE MAT MR ,fPUN FOR AND SEALANT. SEALANT COLOR - - TREE PLANTING LIMESTONE DIMENSIONS SOURCE, WEBER ST OMPANY " 2 TO MATCH LIMESTONE, PHONE' 319.462.3 SCALE' 1'-1 -0' CONTRACTOR TO SUBMIT PCC PLANTER CURB: FINISH PHYSICAL SAMPLE FOR SEE DETAIL 3A5.301 TOP: VEI T. SMOOTH FINISH QUICK COUPLER AT PLANTER CURB +n --"- APPROVAL - BOTT . SAWN CUT 5 SCALE: 1'=1'-fY PCC PLANTER CURB I BED VERTICAL FACES ON TI BLOCKS: BEDFACE NOTE: PLACE EXPANSION VERTICAL FACES ON T2 BLOCKS: THREE SIDES BEDFACE. ONE SIDE SAWN JOINTS PER PUN (2) 04 EPDXY COATED REBAR. N5 EPDXY -COATED BAR r!--_�____ — — -- I CONTINUOUS, ALL SIDES, rMIDE A I 1 Y O.C.E.W., EACH FACE I I I LIMESTONE BLOCK; CHµEDGES,TW. 3/4' 8• 11 SEE DETAIL 7/LS.301 SEE PLANS FOR LOCATIONS OF S.S. DOWELS? 0 A A • I 2' 7 FOOTING AND UTILITY CROSSINGS }' SEALED EJ LEAF MULCH, Y THICKNESS PCC TRENCH FOOTING 63 I i i — — — — — — — SEALED EXPANSION LIMESTONE BLOCK, Z w Y INSET FROM EDGE OF I I I SEALED EXPANSION JOINT, PER CIVIL DETAILS PER PLANS , d STONE, ALL SIDES I i JOINT, PER CIVIL DETAILS i A SEALED EXPANSION PCC PLANTER CURB, SEE I I DETAIL 3ILS.301 JOINT BETWEEN ` I ' I - - F a SEE CIVIL FOR ` I W5 EPDXY -COATED BAR, 1Y O.C.E. PAVEMENT DETAILS FOOTINGIWALK, TYP TO EXTEND INTO THIS AREA FIELD ADJUST REBAR PCC PAVEMENT, ' ' FOOTING FOR 4' $WARE - i---- _ __H_ __t____i_ _ ___ ACCORDINGLY. ENSURE 3' SEALED EXPANSION SEE CIVIL I ] AI.ONG FACE ON FOO CLR) ,J' CLEARANCE FROM EDGE JOINT, PER CIVIL 1 1 ] I # OF KNOCK OUT FORM DETAILS I I i 05 EPDXYCOATE 1Y , I `t ' I i y ..A- I i O.C. E.W. AT AM NY o i_____i____i---- 1___ _i _1__ i __a ___i____a x - BLOCK OUT FOOTING PLANTING SOIL, AS LI SPECIFIED, SEE - - SS DOWELS �' 0, 3' E.W. _ FOR UTILITY CROSSINGS, 32 93 D0, SEE I, . N5 EPDXY -COATED BAR, SEE PLANS FOR .J I I I I I i y I I I 1 I i i I .,� PLANS FOR DEPTH _ ' I I I I N07ED E.W.AND AS .:.:. LOCATIONS O �____r_�_____ T___T_______T___ NOTEDIN PLAN TO LEFT ,• E I B LI STONE SCHEDULE TYPE B Q T FOR BARTNArExreNDs ' INTO FOOTING BELOW 4' LIMESTONE BLOCK UTILITY KNOCKOUT AT FOOTING PCC PLANTER CURB PCC TRENCH FOOTING 6 SCALE: 3/S• = 1'-0' 3 SCALE: 1'=1'-0' O DIMENSIONS I VERTICAL FACE TYPES J 3 4' L X 4' W X 23' NET I ALL VERTICAL FACES BEDFACE FINISH }'SEALED EXPANSION I I T2CDL..A.1 JOINT BETWEEN CURB THREE VERTICAL FACES BEDFACE AND LIMESTONE, TYP S B' L X 2' W X I- HT FINISH, ONE VERTICAL FACE SAWN,Typ -- LONGITUDINAL SECTION SUBMIT SHOP DRAWINGS FOR APPROVAL TYPICAL PUN --- --- c 1 SUBMIT SHOP DRAWINGS AND �ejn LL11(' PRODUCT DATA FOR ' APPROVAL % [larlckcap�prchiY�] r\ LIMESTONE BLOCKS AT THRESHOLD O SCALE: 52j� STREET SUITE 400 DES MOINES, IA 50 1� T 515 284 1010 W W W.GENUS-LA.COM CUT NT PROJECT N O: S3939 FOTH PROJECT NO: 00221012,00 DESIG NED BY: BD. DI CHECKED BY: DO DRAWN BY Dl LETTING DATE: 12/21/23 CAD DATE: 11/6/2023 2729 PM CAD FILE: 22013 DT SITE DETAILS.DWG m�0 SUBMIT SHOP WINGS AND PRODUCT DRADATA FOR APPROVAL �............ ' TAMPER RESISTANT FLAT ACCESS PANELS 8 PLCS HEAD BOLTS, PAINTED TO MATCH MP 20307 Lc' I � � I 0 U =:ua F IN13H G:1ROE 5 SIDE ELEVATION OF KIOSK SCALE: 1• = CLIENTPROIECT NO: S3939 TOM PROJECT NO: 00221012,00 DESIGNED BY: BD, DJ CHECKED BY: BD DRAWN BY D3 LETTING DATE: 12121/23 CAD DATE: 11/8/2023 5:47 PM CAD FILE: 22013-DT KIOSK DETAILSOWG 3" ^ 318' LS� AGIN v v 2 PLAN OF KIOSK BASE PLATE SCALE: 1' = V-O' LIGHT PANEL ASSEMBLY NOTES: UPPER SECTION: (20) COOLEDGE OTILESTD-600-K40 PANELS MIDDLE SECTION: (12) COOLEDGE OTILESTD-600-K40 PANELS LOWER SECTION: µ) COOLEDGE NTILESTD-BOOJ(40 PANELS ALL TRANSLUCENT BACK LIT PANELS TO BE LEXAN PANELS NOTE: ALL KIOSK COMPONENTS ABOVE FOOTING AND STONE TO BE MANUFACTURED BY QUALITY MANUFACTURING AND MATCH DETAILS OF PREVIOUSLY BUILT KIOSKS. REFERENCE IOW A CITY PEDESTRIAN MALL SHOP DRAWINGS. i II DUBUQUE 1-THICK 2447 WHITE ACRYLIC TEXT FOR KIOSK 1: '1US000E d IOWA -ACTURER TO ENSURE FO MATCH PREVIOUS ATY KIOSKS GRADE 4 FRONT ELEVATION OF KIOSK SCALE: 1' = 1'-0' ®�m CONTRACTOR RESPONSIBLE FOR COORDINATING BOLT PATTERN TEMPLATE WITH QUALITY MANUFACTURING SEETOPWEWW d.. .. r` }• SEALED EJ. SEE #• SEALED EJ, SEE 7/LS.301 BETWEEN 7/LS.301 BETWEEN --.- --- -- - .... ........... .. FOOTING AND CONCRETE BAND, TYR PLANTER CURB AND '.. LIMESTONE BLOCK, TYRAND FOOTING TO ALIGN WITH ' ADJACENT EDGES OF PLANTER CURB _ PAVEMENT/JOINTS I— _ _ _ _ LIMESTONE BLOCK SEALANT JOINT II 6 CAST STONE — 6W CONCRETE BAND KIOSK METAL CABINET BY QUALITY MANUFACTURING P: 515.331.4300 DOUBLE NUTS W/ 1/4' X 7 PLATE WASHER SEALANT FOR CAST STONE BASE: BASF MASTERSEAL NPI. COLOR: STONE 2' DEPTH NON -SHRINK GROUT, DRILL AND EPDXYµ) 3/4' 0 X 1- ASTM F1554 (36KSI) ANCHOR ROO DOUBLE NUTS PRECAST CONCRETE VENEER BY EDWARDS CAST STONE COMPANY, MATCH DIMENSIONS, FINISHK, AND COLOR OF PREVIOUS IOWA CITY KIOSKS P. 563.556.0535 }' SEALED EJ, SEE 711-S.301, TYP. MORTAR SPOT (1 WEEP HOLE PER PIECE) 3/8'X4- SS DOWEL (2 PER PIECE) ELECTRICAL CONDUIT, SEE ELECTRICAL SHEETS PCC FOOTING T-O' X 4'-0' CAST IN PLACE CONCRETE FOOTING 05 C 12- O C. TOP AND BOTTOM (5) W5 CONT.. TOP AND BOTTOM SECTION (8) OB VERTICAL W/ HILTI HIT -RE 7-2 3/4' 7-1T 500-SD EPDXY (1'-3- EMBED) #4 TIES EQUALLY SPACED d r .i. ••'•, (8)W6 VERTICAL WI STANDARD HOOKS d TOP VIEW 'A' TOP VIEW'B' 3 KIOSK SECTION SCALE: V = 1'-0' hE WAS INNGTON STRE TC OnIOWA AVENUE IO hA CITY. IA Ole "-- �2 e� 1rY SEALED EJ, TYP....... _ (yy 31/4-CAST STONE VENEER, TYP. 341• SFAI ANT IQINT TVP KIOSK DETAILS zSAWCUT JOINT, SEE 7/1-S.301, TYP. t',,UTYA. i 1 o 31/4• CAST STONE VENEER.TYP. � •A•r ..rr innn rw STONE, SUIBMIT SAMPLE FOR APPROV\\AL SEE CIVIL FOR PAVEMENT UVOUT/DETAILS 318' SEALANT JOINT, TYP. 31/4' CAST STONE VENEER, TYP. y `? SEALED EJ BETWEEN FOOTING AND SIDEWALK, TYR }' SEALED EJ, SEE WLS.301 BETWEEN PLANTER CURB AND FTG LIMESTONE BLOCK, TYP. PLANTER CURB PLAN OF KIOSK AND ADJACENT LIMESTONE BLOCKS SCALE: r = ro genus [ bndscape architects ] 521)42"D STREET SUITE 400 DES MOINES, IA 50312 T 515 284 1010 W W W.GENUS-LA.COM LS.302 SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR APPROVAL C' �Q OQ TAMPER D ACCESS PANELS RESISTANT FLAT ❑ a 6 PLCS HEAD BOLTS, PAINTED TO MATCH MP 20307 Eil1-7 dQ�c� LLp!lLLJJ o DUBUQU PX 3/4' IOWA FINISH GRADE - N� SIDE ELEVATION OF KIOSK SCALE: 1' 1' , CLIENT PROJECT NO: S3939 TOTH PROJECT NO: 00221012.00 DESIGNED BY: BO DI CHECKED BY: BD DRAWN BY: DJ e LETTING DATE: 12/21/23 CAD DATE: Y CAD FILE: DUBUOUEST BORDER-22X34.DWG 3/8' NC 3 31/4' 7-23/4' 31/4• CONTRACTOR RESPONSIBLE FOR COORDINATING BOLT PATTERN TEMPLATE WITH QUALITY MANUFACTURING LS.302 3 LS..2 2'-10" 4 L PLAN OF KIOSK BASE PLATE 2 SCALE: 1' =1'-0' LIGHT PANEL ASSEMBLY NOTES: UPPER SECTION: (20) COOLEDGE NTILESTD6004L40 PANELS MIDDLE SECTION: (12) COOLIE E ,nLESTD6004K40 PANELS LOWER SECTION: (4) COOLEDGE ATILESTD6004(40 PANELS ALL TRANSLUCENT BACK LIT PANELS TO BE LEXAN PANELS ABOVE FOOTING AND SjQ4E TO BE MANUFACTURED QUALITY MANUFACTURIN D MATCH DETALS OF VIOUSLY BUILT KIOSKS. ERENCE IOWA CITY PE IAA MALL SHOP 1-THICK 2447 WHITE ACRYLIC TEXT FOR KIOSK 1: 13/4• 1: DUBUQUE510WA MANUFACTURER TO ENSURE FONT TO MATCH PREVIOUS h IOWA CRY KIOSKS — FINISH GRADE 4 FRONT ELEVATION OF KIOSK SCALE: 1• � 1'-0• SEE }' SEALED EJ BETWEEN FOOTING SEALED EJ BETWEEN }' N - AND CONCRETE BAND, TYP. PLANTER CURB AND FOOTING TO ALIGN WITH LIMESTONE BLOCK ADJACENT EDGES OF PLANTER CURB PAVEMENT/JOINTS .- Br Y IT 1 lr ` ►- � �.. I I I i�= 1=111=ITN=ITN=T__ ICI-ICI-I�I_I�I II-ICI-IiI-�I.- 1=1 •'. I- =T-111-1 III=1I1=1Lim 11 .= =1 I IJ I H 11=1 ll=1I1=1 1=1I = SEE TOP VIEW B _ _ 1-i 11-I TT-1 — —III-1 1-11 I � I -I � 1=1 -1 11- I I -I � I -I � I=1 I- -111-II1111II=111 - 11I111I=_II1111 G SECTION TOP VIEW A TOP VIEW B 3 KIOSK VAGSK METAL CABINET BY QUALITY MANUFACTURING P: 515.331.4300 DOUBLE NUTS W/ 1/4' X 7 PLATE WASHER 11W WEATHERALL W GUARD SEALANT, COLOR: STONE 7 NONSHRINK GROUT, DRILL AND EPDXY (4) 3/4- 0 X V ASTM F1554 (36KSI) ANCHOR ROD DOUBLE NUTS PRECAST CONCRETE VENEER BY EDWARDS CAST STONE COMPANY, MATCH DIMENSIONS OF PREVIOUS IOWA CITY KIOSKS P: 563.558.0535 }' SEALED EXPANSION JOINT MORTAR SPOT (1 WEEP HOLE PER PIECE) 3/8-X4-SS DOWEL (2 PER PIECE) ELECTRICAL CONDUIT, SEE ELECTRICAL SHEETS POC FOOTING 5'-G' X 4'6' CAST IN PLACE CONCRETE FOOTING 05 @ 12- O.C. TOP AND BOTTOM (5) #5 CONT., TOP AND BOTTOM L W/ HILTI HIT -RE (1'-3- EMBED) LY SPACED L W/ STANDARD HOOKS DUB IN GTO QUE REST RECO NSTR A AVEN 0, Foth IE WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA LIMESTONE BLOCK Ple 2C2 3 114' KIOSK DETAILS SAW CONTROL JOINT, SEE CIVIL 31/4• CAST STONE VENEER, TY P. SEALANT JOINT 3W SEALANT JOINT, TYP. J L 6' SEE CIVIL FOR n PAVEMENT LAYOUTIDETAILS CAST STONE V-7114- 6VJ CONCRETE BAND 1.-0- 3WSEALANTJOINT,TYP. 3 1/4• CAST STONE VENEER, TYP. - 12• EXP. JOINT, TW. 1/7 EXP. JOINT, TYP. _ 1/2' EXP. JOINT, TYP. AST STONE VENEER, TYP. 3 1/4- CAST STONE VENEER, TYP. 3/8' SEALANT JOINT, TYP. I 3/8- SEALANT JOINT, TYP. I � [p }' SEALED EJ BETWEEN FOOTING AND SIDEWALK, J I I I I TYR I I I I i I I I I I I I I I }' SEALED EJ BETWEEN PLANTER CURB AND LIMESTONE BLOCK PLANTER CURB PLAN OF KIOSK AND ADJACENT LIMESTONE BLOCK SCA E: r = r4r Aa Q �.. p CZ5 3 r7 ICY) __ gene [ landscape archit 520 42-D STREET SUITE 400 DES MOINES, IA 50312 T 515 284 1010 W W W.GENUS-LA.COM LS.302 C I _ _ u O� I�I I z II � ro (AllD (� 3 GENERAL IRRIGATION NOTES: IRRIGATION NOTES: IRRIGATION SCHEDULE IRRIGATION PLAN I. IRRI6ATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND VERIFICATION OF O IRRIGATION MAINLINE. GLASS 200 PVC 1 }' (TYP) a _+'A�✓YL L QT• SCALE: 1' • 20' - O' ALL EXISTING UTILITIES AND STRUCTURES, CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL WWI ORK TH ALL NEA UTILITY INSTALLATION. DAMAGE DOLE TO UTLITES, O IMUISATION SLEEVE. SCHEDULE 40 PVC B' (TYP) 0 Hnbr H0-S9DLRC-R 5/4' 6 NORTH STRUCTURES OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT THE IRRIGATION CONTRACTORS EXPENSE. O BRASS ISOLATION VALVE - INSTALL PER DETAIL ►T♦ NNotco-Hotta 519T 6 2. THE IRRISATION CONTRACTOR SHALL COORDINATE WTN 6EIERAL CONTRACTOR TO 19,191 RE O4 CUICK COUPLER VALVE - INSTALL PER DETAIL Manual Drain VaIvo 4 O 10' 20' 40' BO' THE POINT OF GONOl-LTION IS PROVIDED PER PLANS. O MANIAC DRAIN VALVE -INSTALL PER DETAIL — — — — Imlyatbn N4ahIRr, PVC Claw 200 SDR 21 I I/2' 624.1 I.N. S. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO INSTALLATION OF SYSTEM. O IRRIGATION POINT OF GOMEGTION. TIE INTO EX. _------_ PH" 5INv0, PVC StNrdAlo 40 9' 452D I.N. 4. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS ATM SITE PRIOR TO MARLINE AT OUICK COUPLER ON WASHINSTON STREET OF WORK. O ROUTE MAINLINE TO AVOID UTILITIES AND OTHER ROUTE S. CONTACT LANDSCAPE ARCHITECT AND COORDINATE ALL REVIEWS PRIOR TO COMMENCEMENT (TYP) OF WORK. © GRAPHIC REPRESENTATION OF MAINLINE ROUTE. ALL 6. GONKALL TRTOR SHALL INSTALL AIRRIbATON EQUIPNENi IN A MANNCONFORM®t 90 AS TCONFORMMAINLINE TO BE ROUTED TO STAY CLEAR OF WITH THE VARIOUS DETAILS, PLAN NOTES, SPECIFICATIONS FROM LANDSCAPE ARCHITECT AND UNDER&RglN P STRUCTURES, FOOTINGS OR OTHER MANUFACTURER. UTILITIES. 1. E)ICEIV-15E EXTREME CARE N 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 ADJ ST MAINLINE LOCATIONS SO AS TO AVOID CONFLICTS WITH UTILITIES (FIRE HYDRMR'r, TRAN SFORMII ETC). 6. PROTECT AT ALL TIFFS 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 9. PLACE VALVE BOXES PARALLEL TO PLANTER E06ES. 10. INSTALL ALL MAINLINES TO SLOPE AT IS MINIMUM TO MANUAL DRAIN VALVES LOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MARLINE SY5TEM. II. THE CONTRACTOR SHALL PLACE A 412 5OLI17 COPPER TRACE WIRE WHTI FUPLE PE COVER FOUR WATEK ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINE CONNECTING QUICK COUPLER VALVES. 12. CONTRACTOR SHALL INSTALL SLEEVES UNDER HARDSCAPE AT ALL POINTS MERE IRRI&ATION MAIN LINE IS LOCATED. 15. THE IRRIGATION CONTRACTOR SHALL VERIPY ALL QUANTITIES AND SHALL BE RESPONSIBLE POR THE MOV154ON OF ALL REWIRED ITEMS AND COMPONENTS. CLIENT PROJECT N O: S3934 TOTH PROJECT NO 3021101200 0 ESIGNED BY SW CHFCAFD NY SW DRAWN BY JS SETTING DATE 12/21/23 CAD DATE ' 1/6/2023 1018 AM CAD EMIT ISC IRRIGATION PIAN-101113 DWG DUB SRECONSTRUCTION DUB QUE E WASHINGTON STREETTO IOWA AVENUE IRRIGATION PLANFoth 1OWA CITY IA LS,401 63 07 o � b !1 uN■ II \ ^ZJ 01 u 1i1.-:;I LLI:i �I .RNy I- II ° 5 I,{,is�ce l:/ 1�c/❑ �\3a-0viiv\ /o /f _ �/// ■".. IRJ 7 /JJJ/ A. .U y GENERAL IRRIGATION NOTES: I. IRRIGATION CONTRACTOR SHALL !Y RESPONSIBLE FOR THE LOCAT AMID VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. CONTRACTOR SHALL RESPONSIBLE TO COORDNATE ALL WORK WITH ALL N®Y UTILITY INSTALLAT AM1A6E DOES TO UTILITIES, STRUCTURES OR OTHER FINISHED WORK SHALL BE REPAI OR REPLACED AT THE IRRIGATION CONTRACTORS EXPENSES. 2. THE IRRIGATION CONTRACTOR SHALL COORDINA TH GENERAL CONTRACTOR TO ENSURE THE POINT OF CONNECTION IS PROVIDED PER 5. CONTRACTOR SHALL VERIFY PRESSURE OR TO INSTALLATION OF SYSTEM. 4. VERIFY ALL CONDITIONS AND DI SHOWN ON THE PLANS AT THE SITE PRIOR 70 COMMENCEMENT OF WORK. 5. CONTACT LANDSCAPE ARCHI T AMID COORDINATE ALL RE'AB49, PRIOR TO COW194CEMEW OF WORK. 6. CONTRACTOR SHALL IPSTALL ALL IRRI6ATON E WIPMENT IN A MANNER 50 AS TO CONFORM MOTH THE VARIOUS AILS, PLAN NOTES. 5PECIFICATIONS PROM LANDSCAPE ARCHITECT AND MANUFAGTI RHl. T. EXERCISE CARE IN EXCAVATING AND V40MCINS HEAR EXISTING TRH AND UTILFI CONTRACTOR SHALL VERIFY LOCATION AND CONDITION OF ALL UTILITIES AMID t£ ISLE FOR DAMAFiE TO TREYS OR UTILITIES. FIELD ADJJ'ST MAINLINE LOCATIONS 50 O AVOID CONFLICT'S NTH UTILITIES (FIRE H7DRAHT5, TRANSFORMERS, ETC). PROTECT AT ALL TIMES THE WORK FROM DAMAGE AND THEFT. REPLACE ALL DAMA&ED OR STOLEN PARTS AT CONTRACTORS EXPENSE UNTIL THE WORK IS ACCES`TID IN WRITING BY THE OWNBR. 9. PLACE VALVE BOXES PAPALLa- TO PLANTER ED&ES. 10. INSTALL ALL MAINLINES TO SLOPE AT IS MINIMUM 70 MANUAL DRAIN VALVES LOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MAINLINE SYSTEM. II. THE CONTRACTOR SMALL PLACE A 012 SOLID COPPER TRACE WIRE NTH PUARLE PE COVER FOR HATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC MAINLINE CON ECTIN6 QUICK C41L1PLESR VALVES. 12. CONTRACTOR SMALL INSTALL SLEEVES UNDER MARDSCAPE AT ALL POINTS WMBRE IRRIGATION MAIN LINE 15 LOCATED. 15. THE IRRIGATION CONTRACTOR SMALL VERIFY ALL QUANTITIES AND SHALL M RESPONSISL.E FOR THE PROVISION OF ALL REWIRED ITEMS AND COMPONENTS. IRRIGATION NOTES: O IRRIbATION MAINLINE. CLASS 200 PVC I Uj' MYPJ O IRRIGATION SLEEVE. SCHEDULE 40 PVC S' (TYPJ O BRA^15 ISOLATION VALVE - INSTALL PER DETAIL O QUICK COUPLER VALVE - INSTALL PER DETAIL O MANUAL DRAIN VALVE - INSTALL PER DETAIL © IRRIGATION POINT OF CONNECTION. TIE INTO EX. MAINLINE AT QUICK COUPLER ON WASHI1,I6TON STREET O ROUTE MAINLINE TO AVOID UTILITIES AND OTHER STRUCTURES (TYPJ © GRAPHIC REPRESENTATION OF MAINLINE ROUTE. ALL MAINLINE TO EE ROUTED TO STAY CLEAR OF U PER6ROUND STRUCTURES FOOTINGS OR OTHER UTILITIES. IRRIGATION SCHEDULE @2BPL tlAtl1FACTURIER61OVEL W2c Q Nlnt.r NO-99DLRC-It 5/4' 6 w 1,00tG0-No 51ST 6 QQ Ya l Drah V01w 4 — — — — Irrigation Mahlrm� PVC Claw 200 5OR 21 1 1/2' 624.1 11. Pow 51Nv1- PVC Soho&l. 40 5' 482.811. r\f IRRIGATION PLAN SCALE. I' - 20' - O' NORTH �/ 0 TO- 20- 40' 60, CLIENT PROJECT NO: 53939 FOTH PROJECT NO. 00221012.00 ND DAiF BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION DUBUQ UE STREET DESIGNED TE 12 CNfCADDAT SW DRAWN By 15 E WASHINGTON STREET TO IOWA AVENUE IRRIGATION PLAN L.S,4Q1 [CITING DATE: 12/21/Z7 CAD DATE'. 11/G/2023 10:19 AM CAD FILE. ISC IRRIGATION PLAN - 10.11.23.DW G Foth 10 W A CITY, IA NRALL resale wIn NMN! KUr Y 101E MrR MGPlllr 1YI2r Tf NMI N lGfiNW ND (aMALTIr MIC11 M lWaN! M IIIIII! MIDI �uon raw rnllavlr. rlslx mwrwonw r �anele c�wm rl�eolt�In Irr�i+.Iwnaw �d LN�M! ��'� Itl✓DIIOI! N MVm M}Aa ND INTM NiIVNM0f1 r'111 IM1/iflM NJa1 MllH11M •' _� _ LM�Li iKgRl N v IMK -� ••. S '^' Ella �a1rGrOlttlall WRI I. (GMR�LNR i0 IrIIJ.L rMlal! N N MI W RIIr. LOIN QrWal1! NLL VMIY r�� AI pt♦IM M! rTT �1rElIR rM4N [prl a•st IS�Ia! r v. ova csnr � nudm x Me wor ntunlle rwu ! ns•. aIN wawaloll rrrLr ue i nu �velr NlD rre YMLL ! M4®N M IIOCM M h11G11 rU'r N.rr1I NOV10R LIRY 140WihlIW 0' M /191p1 ND 1M10IATR AJY.TIMl1011 4 TRENCHING DETAIL wr IO.V.. NOV7013 1 3 MWNL LTNI VILVC NIM MI�VL 111X � [�'9 • ry. rt. wwra w rsc Iwase rrl rlwl 3 MANUAL DRAIN VALVE Ir1,o rias 2 BRASS GATE ISOLATION VALVE iI lD NiY1 n...io vnLve eaz m M I•, lMlm S M1'pIC aJILK LaRw VALVe !Y fL YI6It! •N' rWIN! ! RnY �" HUNTER QUICK COUPLER VALVE � wie xam�o-■ I�I,o.w. y{{.aevmN.lE�y `va'r�y}r NRHIL.WLI�i R„1 ..r{! .1Mb cwre� 1'rZ 1NIM nAs[r Nglp 1• toll Mrl rKaulr � .UlI¢r lD IVIIIr N lG�' Tw MD fa►�LT�r TICM M !MILK M IVIIK Nlsl /aaaN row xmear. eaR rorrwcnaN r Arm oc r�ieol'� wr aaw I�- WA'I!G �MI�Y'L �� � � GNI. MIAC MVOOIT. lqs QIIIIIDAIY.II b1111tK.1[R IN MIfKL NIJLI! N rcrN wl w�i vwr° �•"�m w�i oolrw Me laovr Il[Isn+r. rrrAA+crsA o�et 1lvawr r Y. wK mm nudm w,>e noor nwcnAr rMu ! u-l1•. Hw wwnm IlsnL. ue i N.L bLVMI NlD me IIMLl ! MM®N M MIIfMM KWIti Itl/Irt WV101I WOr 1•Id1AYtATA%1 Or M Mlbl MO IDTaAIY! 151G11U1101A 4 TRENCHING DETAIL NOT 1D bl1lL Y ON P.c �rmlras ; 3/ rY lYR VKV! MIb Z I ]R� .war Ilwva rrnl �bB[��'p�° no r�lear�r �°6 4p o 5 • a. rt.Iwwv6 sIr rw NULIe ref rL�% 3 MANUAL DRAIN VALVE �,o� 2 BRASS GATE ISOLATION VALVE RMIG VKV! rOx Ad 11A� r, rws r- 11b rra arx LQALAIi VKV! O ILl61L! b rVL 1lR2 DAN•%YLOIW rout a ^�-•+OL�.[L ene%at• b rvc rRe 0a' %Y 1aW r (wrlm wart - NNLI! r! --F HUNTER QUICK COUPLER VALVE CLIENT PROJECT N O: $3939 FOTN PROJECT NO. 00221012.00 NO OAT[ BY R[VISION OFSfNIPTION DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET DISIG NED BY sw CHECKED BY SW DRAWN BY: JETTING DATE: 12/21R3 CAD DATE: 11/G/2023 1S Fbth E WASHINGTON STREET TO IOWA AVENUE IRRIGATION DETAILS LS.501 12I1:0/ AM CAD FILE. ISC IRRIGATION PLAN - 10.11.23.DWG IOWA CITY. IA STORM SEWER • Brd Item AND Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 2 ft length is added to each side of the Design Length to account for the estimated length to the center of structures. Location - - - Structure Rim/Form Bottom Intake/Utility Pipe Bid* Design Flow Lines Pipe Number Station Offset Type or Standard Road Plan Grade Well Notes Line Access Number Class Size Length Length Slope Profile Notes Elevation Elevation Number % In Outlet Other Sheet S-1 103+75.97 18.50 LT SW-401 (48) 686.10 681.60 From To Inches Feet Feet Elevation Elevation Elevation NumberZOD !:f -- - - - -- -- --- -- P-1 5-1 S•2 IV 15 139 134.7 0.70 682.10 681.16 M.5 S-2 102+37.31 20.00 LT SW-541 685.20 680.56 - -- P-2S-2 - --- - - -- -- 1" i ! - - - -- . �-S-4 IV 15 37 32.8 0.50 681.06 680.90 M.8 '- S 3 103+60.02 18.37 RT _.--_.. SW-401 (48) 685.86 681.36__.. P-3 -, S-3 S-4 IV 15 123 118.6 1.80 681.86 679.73 M.4 S-4 102+37.45 20.00 RT SW-541 685.28 679.00 P-4 S 4 S-5 IV 15 165 161.2 0.60 679.50 678.53 M.3 S-5 100+74.29 15.60 RT SW-508 683.74 1 677.93 p-5 S-5 EXISTING IV _ 15 43 38.9 0.75678.43 678.11 M. VERIFY INVERT ELEV AT CONNECTION TO EX S-6 101+86.76 19.93 LTSW-401 (48) 685.34 680.84 NITRILE GASKETED PIPE T11119 ---P-6 S-6 S-7 IV 15 115.3 1.91 681.34 679.14 M.6S-7 T 100+68.06 18.90 LT SW-510 683 64 678.54_._.-- 11T- P-7 S-7 EXISTING IV 15 7.43 0.40 679.04 679.01 M.6 VERIFY INVERT ELEV. AT CONNECTION TO EX 5-8 - 500+81.90 0.00 RT SW-511 684.77�78.94_. TYPE 6 --.. -.. .. P-8 . S-8 S-9 IV 15 121 116.6 1.73 679.44 677.42 -M.7 S-9 502+02.52 O.DO RT SW-511 682.49-1_ 676.82 TYPE 6 - -- - ---- -- P-9 S-9 5-10 IV 15 139 135.4 0.85 677.32 676.17 M.7 S-10 503+41.90 0.00 RT SW-511 680.40�- 675.57 TYPE 6 -- -- - ---- - - - ---- -- -- - ------�-- -- - -- - P-10 S-10 S-11 IV 15 27 22.7 0.66 676.07 675.92 M.7 S-11 503+66.91 8.92 RT SW-401 (48) 679.81 1 675.32 --- -- -- -- - - ---- - - - P711 S-11 EXISTING IV 12 9 4.9 0.44 675.82 675.79 M.7 S-12 104+01.09 21.65 LT SW-401 (48) TOP ONLY 685.49 - - - I V 15 924 - -- -- TOTAL: IV 12 9 TOTALS: SW-401 (48") TOP ONLY 1 - - SW-401 4 SW-508 1 SW-510 1 _ SW-511 3 SW-541 2 CLIENT PROJECr NO: $3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: K. WOLLNER CHECKED BY: M FAHRER DRAWN BY: L WOLLNER LETTING DATE DECEMBER 2023 CAD DATE 1 I I8I20T3 2:17:24 PM CAD FILE: clpw-workdirlpw_Ie1Nd.kmw31d05846 74100221012.00-M01-SHT.dgn Foth DUB INGT STREET RECONSTRUCTION IE WASHINGTON STREET TO IOWA AVENUE STORM SEWER TABULATION IOWA CITY. IA STORM SEWER • Bid Item Structure Number Location *Type or Standard Road Plan Rim/Form Grade Elevation Bottom Well Elevation Station Offset S-111 ----- 103+75.97 I 18.50 LT 20.00 LT 18.7T 3 SW-401 (48) SW-541 SW-401 (48)S-3 686.10 681.60 685.20 680.56 685.86 681.36 685.28 679.00 S-2 102+37.31 103+60.0 5 4 102+37.45 20.00 RT SW-541 15.60 RT SW-508 683.74 677.93 685.34 680.84 S-5 100+74.29 19.93 LT SW-401 (48) S-6 101+86.76 S-7 100+68.06 18.90 LT SW-510 683.64 678.54 S-8 S-9 5-30 S-11 500+81.90 0.00 RT 502+02.52 0.00 RT M31+05.11 0.00 RT 503+66.91 8.92 RT SW-511 684.77 678.94 SW-511 682.55 677.32 SW-521 680.72 675.72 SW-401(48) 679.81 675.32 5 12 104+01.09 21.65 LT SW 401 (48) TOP ONLY 685.49 - -- 1 4 TOTALS: SW-401 (48") TOP ONLY SW-401 SW-508 1 1 SW-510 SW-511 3 SW-541 2 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: K WOLLNER CHECKED BY: M FAHRER DRAWN BY: K. WOLLNER LETTING DATE JANUARY 2024 CAD DATE: 10/ I6/2023 9:1309 AM CAD FILE ctpw-wddcdldpw-ielfvd-kmw31d0584674100221012.00-M01-SHTAgn Notes TYPE 6 TYPE 6 TYPE 6 Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 2 ft length is added to each side of the Design Length to account for the estimated length to the center of structures. Line Number Intake/Utility Access Number Class Pipe Size Bid* Length Design Length Slope % ow Lines Pipe Profile Sheet Number I evation Outlet Elevation Other Elevation From To Inches Feet Feet P-1 S-1 S-2 P-2 S-2 S-4 P-3 S-3 S-4 P-4 S-4 5 5 P-5 5-5 EXISTING P-6 5-6 S-7 IV 15 139 134.7 0.70 32.8 0.50 682.10 681.16 681.06 680.90 IV 15 37 M.6 IV 15 223 .6 1.80 681.86 679.73 IV is 15 165 1001� 161.2 0.60 679.5 678.53 M.3 IV 15 43 38.9 0.75 678.43 678.11 M.3 IV 119 115.3 1.91 681.34 679.14 P-7 S-7 EXISTING IV 15 11 7.43 0.40 679.04 679.01 I P-8 5-8 S-9 IV 15 121 116.6 1.73 679.44 677.42 M.5 P-9 S-9 5 IV 15 103 98.6 1.01 677.32 676.32 M.5 i P-10 S-10 S-11 N 15 62 58.4 0.51 676.22 675.92 P-11 EXISTING I IV 1 12 t 9 1 4.9 0.44 675.82 675.79 TOTAL- IV 12 9 IV 15 923 Foth DUB INGT STREET RECONSTRUCTION IE WASHINGTON STREET TO IOWA AVENUE STORM SEWER TABULATION ICIWI CITY.IA Notes VERIFY INVERT ELEV AT CONNECTION TO EX 1 VERIFY INVERT ELEV. AT CONNECTION TO EX P-4 IZ3 W > nI . ",b " F,. 7 c M.1 104-9 10-17-17 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE Refer to Soils Sheets * Not a bid item. Bridge berm quantities assume a trench depth of 24 inches. Location Longitudinal Subdrain DR-303 Subdrain Outlet Class "A"* Depth Shoulder Backslope Bridge Berm (EW-203 or EW-204) DR-303, DR-305 or DR-306 Porous* _ - Line Road or Lane Backfill Crushed RemarRS '1 No. Identification Station to Station Side DO Size I Length Size Length Standard Road Plan ksiqeLngthStation Standard Road Plan Stone IN FT IN FT and Type IFT and Type CY CY SUBDRAIN - SD-1 DUBUQUE 103+75.19 102+38.23 LT 3.0 6.0 137.9 102+28.86 -__ DR-303 S-1 TO S-2 SD-2 DUBUQUE 103+60.03 102+38.98 RT 3.0 6.0 125.4 102+38.98 _ DR-303 S-3 TO S-4 SD-3 DUBUQUE 102+35.29 101+88.52 LT 3.0 6.0 52.6 101+88.52 DR-303 5-2 TO S-6 SD-4 DUBUQUE 102+35.91 100+74.81 RT 3.0 6.0 162.8 100+74.91 DR-303 S-4 TO S-5 SD-5 DUBUQUE 101+84.85 100+69.46 LT 3.0 6.0 115.8 100+69.46 _ DR-303 S-6_TO S-7� TOTAL: SUBDRAIN 6.0 595.0 _ ROOF DRAINS _ RD-1 DUBUQUE 103+29.46 LT 6.0 20.2 CONNECT TO P-1 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 14 RD-2 DUBUQUE 103+07.98 LT 6.0 14.3 CONNECT TO P-1 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 15 RD-3 DUBUQUE 102+92.86 LT 6.0 20.1 CONNECT TO P-1 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 15 RD-4 DUBUQUE 102+71.05 LT 6.0 20.1 CONNECT TO P-1 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 16 RD-5 DUBUQUE 102+55.57 LT 6.0 6.8 CONNECT TO P-1 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 17 RD-6 DUBUQUE 102+48.80 LT 6.0 20.2 CONNECT TO P-1 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 18 RD-7 DUBUQUE 102+36.55 LT 6.0 19.4 CONNECT TO S-2 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 18 RD-8 DUBUQUE 103+27.28 RT 6.0 20.2 - CONNECT TO P-3 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 36 RD-9 DUBUQUE _103+09.53 RT 6.0 20.2 CONNECT TO P-3 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 36 RD-10 DUBUQUE _ 102+81.68 RT 6.0 20.2 CONNECT TO P-3 _ CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 35 RD-11 DUBUQUE 102+54.47 RT 6.0 20.4 CONNECT TO P-3 _ _ CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 34 RD-12 DUBUQUE 1 102+40.56 RT 6.0 19.6 CONNECT TO S-4 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 34 RD-13 DUBUQUE 102+10.46 LT 6.0 8.4 CONNECT TO CO-1 CONNECT TO EXISTING PIPE WITH DOWNSPOUT SHOE, PARCEL 19 RD-14 DUBUQUE 102+10.36 101+89.75 LT 6.0 21.1 CO-1: 102+10.36, 30.84 LT TO CO-2: 101+89.75, 26.15 LT RD-15 DUBUQUE 101+89.92 LT 6.0 12.9 CONNECT TO CO-2 CONNECT TO EXISTING PIPE WITH DOWNSPOUT SHOE, PARCEL 20 RD-16 DUBUQUE 101+89.75 101+87.59 LT 6.0 5.2 CONNECT TO S-6 RD-17 DUBUQUE 101+68.81 LT 6.0 18.7 CONNECT TO P-6 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 21 RD-18 DUBUQUE 101+48.38 LT 6.0 18.6 1 CONNECT TO P-6 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 22 RD-19 DUBUQUE 101+29.10 LT 6.0 18.6 CONNECT TO P-6 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 23 RD-20 DUBUQUE 101+25.05 LT 6.0 18.6 CONNECT TO P-6 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 23 RD-21 DUBUQUE 100+89.15 LT 6.0 18.4 CONNECT TO P-6 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 23 RD-22 DUBUQUE- 102+15.06 RT 6.0 21.0 CONNECT TO P-4 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING RD-23 DUBUQUE -. 101+92.11 RT 6.0 20.6 I _CONNECT TO P-4 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 32 RD-24 DUBUQUE 101+70.62 RT 6.0 21.2 1 CONNECT TO P-4 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 32 RD-25 DUBUQUE 101+45.21 RT 6.0 21.2 - CONNECT TO P-4 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 32 RD-26 DUBUQUE 101+26.95 RT 6.0 22.0 CONNECT TO P-4 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 32 RD-27 DUBUQUE 101+06.53 RT 6.0 22.6 CONNECT TO P-4 _ _ CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 32 RD-28 DUBUQUE 100+91.33 RT 6.0 22.3 i CONNECT TO P-4 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 32 RD-29 ALLEY 500+82.21 LT 6.0 8.6 CONNECT TO S-8 CONNECT TO EXISTING PIPE W/ DOWNSPOUT SHOE, FIELD VERIFY EXISTING, PRCL 33 RD-30 ALLEY 501+18.86 RT 6.0 10.5 CONNECT TO P-8 _ CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 32 RD-31 ALLEY 501+26.58 LT 6.0 9.2 CONNECT TO P-8 _ CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 33 RD-32 ALLEY 501+54.72 RT 6.0 9.7 CONNECT TO P-8 _ CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 31 RD-33 ALLEY 501+62.69 LT 6.0 9.2 CONNECT TO P-8 ;, CONNECT TO EXISTING PIPE W/ DOWNSPOUT SHOE, FIELD VERIFY EXISTING, PRCL 39 RD-34 ALLEY 501+91.18 LT 6.0 10.4 CONNECT TO P-8 CONNECT TO EXISTING PIPE WITH DOWNSPOUT SHOE, PARCEL 40 RD-35 ALLEY 501+98.93 RT 6.0 9.7 CONNECT TO P-8 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 30 RD-36 ALLEY 502+19.01 LT 6.0 10.2 CONNECT TO P-9 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 41 RD-37 ALLEY 502+23.03 RT 6.0 9.0 _CONNECT TO P-9 _ CONNECT TO EXISTING PIPE W/ DOWNSPOUT SHOE, FIELD VERIFY EXISTING, PRCL 48 RD-38 ALLEY 502+43.24 RT 6.0 10.0 CONNECT TO P-9 CONNECT TO EXISTING PIPE W/ DOWNSPOUT SHOE, FIELD VERIFY EXISTING, PRCL 47 RD-39 ALLEY 502+67.80 LT 6.0 9.9 CONNECT TO P-9 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 45 RD-40 ALLEY 502+86.10 LT 6.0 9.6 CONNECT TO P-9 CONNECT TO EXISTING PIPE, FIELD VERIFY EXISTING, PARCEL 45 RD-41 ALLEY 503+32.40 LT 6.0 9.5 CONNECT TO P-10 CONNECT TO EXISTING PIPE W/ DOWNSPOUT SHOE, FIELD VERIFY EXISTING, PRCL 45 TOTAL: ROOF DRAIN SDR 26 PVC _'. 6.0 639.0 CLEANOUTS 2.0 CONNECTIONS TO EXISTING . 39.0 DOWNSPOUT SHOE ,--- ----- 8.0 _. .. PROJECT NO: 00221012.00 DESIGNED BY. K. WOLLNER PROJECT DATE: DECEMBER 2023 CHECKED BY: M. FAHRER CAD DATE: 2/2112023 3:1938 PM DRAWN BY: K. WOLLNER CAD FILE: c:1pw_w tk(k pw ieVA kmw3b06329811SubMain Sbeets.xIw NO DATE BY REVISION DESCRIPTION ,off -WWI DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ESTIMATED QUANTITIES SHEET NO. M.2 10-17-1 LONGITUDINAL SUBDRAIN SHOULDER AND BACKSLOPE Refer to Soils Sheets `_3 N * Not a bid item. Bridge berm quantities assume a trench depth of 24 inches. - �.+► Location Longitudinal Subdrain DR-303 Subdrain Outlet Depth Class "A"* Shoulder Backslope Bridge Berm (EW-203 or EW-204) DR-303, DR-305 or DR-306 Porous* Line Road or Lane Backfill Crushed Remarks No. Identification Station to Station Side DO Size Length Size Length Standard Road Plan Size Length Standard Road Plan Stone Station IN INCn FT IN FT and Type IN FT and Type CY CY ; SUBDRAIN SD-1 DUBUQUE 103+75.19 102+38.23 LT 3.0 4_ 6.0 137.9 102+28.86 DR-303 S-1 TO S-2 SD-2 DUBUQUE 103+60.03 102+38.98 RT 3.0 6.0 125.4 102+38.98 _ DR-303 S-3 TO 5-4 SD-3 DUBUQUE 102+35.29 101+88.52 LT 3.0 6.0 52.6 101+88.52 DR-303 S-2 TO S-6 SD-4 DUBUQUE 102+35.91 100+74.81 RT 3.0 6.0 162.8 100+74.81 DR-303 S-4 TO S-5�` ,.... _ SD-5 DUBUQUE _ 101+84.85 1 100+69.46 LT TOTAL: 3.0 ' 6.0 115.8 100+69.46 _ DR-303 S-6 TO S-7 s SUBDRAIN.� 1_ 6.0 595.0 - _ ROOF DRAINS I I- RD 1 DUBUQUE 103+29.46 LT 6.0 20.2 i_- RD-2 DUBUQUE 103+07.98 LT 6.0 14.3 RD-3 DUBUQUE 102+92.86 LT 6.0 20.1 _ - RD-4 DUBUQUE 102+71.05 LT 6.0 20.1 RD-5 DUBUQUE 102+55.57 LT 6.0 6.8 - RD-6� DUBUQUE 102+48.80 LT _ 6.0 20.2 _ RD-7- DUBUQUE 102+36.55 LT 6.0 19.4 RD-8, DUBUQUE 103+27.28 RT 6.0 20.2 RD-9 DUBUQUE 103+09.53 RT 6.0 20.2 - D-10 DUBUQUE 102+81.68 RT 6.0 20.2 _ D-11 DUBUQUE 102+54.47 RT 6.0 20.4 _ D-12 DUBUQUE 102+40.56 RT 6.0 19.6 D-13 DUBUQUE 102+10.46 LT 6.0 8.4 D-14 DUBUQUE 102+10.36 101+89.75 LT 6.0 21.1 D-15 DUBUQUE 101+89.92 LT 6.0 12.9 - D-16_ DUBUQUE 101+89.75 101+87.59 LT 6.0 5.2 D-17 DUBUQUE - 101+68.81 LT 6.0 18.7 _ D 18 DUBUQUE 101+48.38 LT 6.0 18.6 D-19-- DUBUQUE 101+29.10 LT 6.0 18.6 D-20 DUBUQUE 101+25.05 LT 6.0 18.6 - D-21 DUBUQUE 100+89.15 LT 6.0 18.4 D-22.�.. DUBUQUE 102+15.06 RT _ 6.0 21.0 D-23 DUBUQUE 101+92.11 RT 6.0 20.6 D-24 DUBUQUE 101+70.62 RT 6.0 21.2 - D-25 DUBUQUE 101+45.21 RT 6.0 21.2 D-26 DUBUQUE 101+26.95 RT 6.0 22.0 D-27 DUBUQUE 101+06.53 RT 6.0 22.6 - D-28 DUBUQUE 100+91.33 RT 6.0 22.3 D-29 ALLEY 500+82.21 LT 6.0 8.6 D-30 ALLEY 501+18.86 RT 6.0 10.5 D-31 _ ALLEY _ I 501+26.58 LT 6.0 9.2 D-32 ALLEY 501+54.72 RT- 6.0 9.7 D-33 ALLEY 501+62.69 LT 6.0 9.2 D-34 ALLEY 501+91.18 LT 6.0 10.4 D-35 _ ALLEY j 501+98.93 RT 6.0 9 D-36 ALLEY 502+19.01LT 6.0 0.2 D-37 ALLEY 502+23.03 RT 6.0 9.0 _- D-38 ALLEY 502+43.24 RT 10.0 - D-39 ALLEY 502+67.80 LT 6.0 9.9 D-40 ALLEY 502+86.10 LT 6.0 9.6 _ D-41 ALLEY 503+32.40 LT 6.0 13.9 _ TOTAL: ROOF DRAIN SDR 26 P _ 6.0 643.0 CLE TS 2.0 CONNECTIONS TOE STING - - 39.0 '. MIJIJC D(Y IT-•-.... ClY1C ' Q � NO DATE BY REVISION DESCRIPTION I CONNECT TO P-1 CONNECT TO P-1 CONNECT TO P-1 CONNECT TO P-1 CONNECT TO P-1 CONNECT TO P-1 CONNECT TO S-2 CONNECT TO P- 3 CONNE�TO CONNE3 - CONN3 ECT TO S-4 ECT TO CO-1 �ZCONNIECT TO CO-2 CONNECT TO S-6 CONNECT TO P-6 CONNECT TO P-6 CONNECT TO P-6 CONNECT TO P-6 CONNECT TO P-6 -_ CONNECT TO P-4 CONNECT TO P-4 _ CONNECT TO P-4 _ CONNECT TO P-4 CONNECT TO P-4 CONNECT TO P-4 CONNECT TO P-4 CONNECT TO S-8 _ CONNECT TO P-8 _ CONNECT TO P-8 CONNECT TO P-8 _ _CONNECT TO P-8 CONNECT TO P-8 _CONNECT TO P-8 _ _ CONNECT TO P-9 CONNECT TO P-9 _ CONNECT TO P-9 CONNECT TO P-9 CONNECT TO P-9 CONNECT TO P-10 _ _ _ _ CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE CO-1: 102+10.36, 30.84 LT _ CONNECT TO EXISTING PIPE CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE CONNECT TO EXISTING PIPE CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, _ CONNECT TO EXISTING PIPE CONNECT TO EXISTING PIPE CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE, CONNECT TO EXISTING PIPE FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL WITH DOWNSPOUT SHOE, PARCEL 19 TO CO-2: 101+89.75, 26.15 LT WITH DOWNSPOUT SHOE, PARCEL 20 FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL W/ DOWNSPOUT SHOE, FIELD VERIFY FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL W/ DOWNSPOUT SHOE, FIELD VERIFY WITH DOWNSPOUT SHOE, PARCEL 40 FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL W/ DOWNSPOUT SHOE, FIELD VERIFY W/ DOWNSPOUT SHOE, FIELD VERIFY FIELD VERIFY EXISTING, PARCEL FIELD VERIFY EXISTING, PARCEL W/ DOWNSPOUT SHOE, FIELD VERIFY 14 15 15 16 17 18 18 36 36 35 34 34 21 22 23 23 23 32 _ 32 32 32 32 32 �- EXISTING, 32 33 31 EXISTING, 30 41 EXISTING, EXISTING, 45 45 EXISTING, _ _ _ _ PRCL 33 PRCL 39 PRCL 48 PRCL 47 PRCL 45 100, xRWAI CONNECT10 • A A IJA q a i I� i STORM • I� �I�I� �• I� � ��I � � III il�� � I i G7 �. \I - c EWD) — .E2(D) i- ul t� '__,O1At— _ z DUBUQUE STREET r q �— i— W(S) — �'l'I W(B) -— ;' CONNECT TO EXISTING MANHOLE wr6; — - LUMEN FACILITIES SHALL BE RELOCATED PRIOR F 8 — -- i J^' I uwi � U) --— �_ of CAm Greg — FOS(B)— — L— — — � � Z I` RWAY > xRWAY 1 0-10 FEET s INVEqT ELEV = 68474 FL OU = 678.43 (P 5) BOTT M WELL = 5 7.93 PROFILE { T STORM _E AT AT STO� I ,__ I I ... . ............ I--'R-0-0-F DRAIN SADDLE CONNECTION I / R+DRAIN SADDLE CONNECTION I I cam^ I ROOF RAIN SADDL CONNECTI N ROO DRAIN SAD LE CONNEC ION 680 - 680 1 6 +10 +20 +30 +40 +50 +60 +70 +80 +90 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022K)1 2 00 REVISION DESCRI a DESIGNED BY: K.WOLLNER CHECKED BY: M FAHRER DRAWN BY: K WOLLNER LETTING DATE: DECEMBER 2023 CAD DATE: 11/8/2023 2.0839 PM CAD FILE: clpw.workdirlpw_ieifvd_kmw31d05846 74100221012.00_M02_SHTdgn m '®�PTION P-4 15" RCP 161.2 @ 0. 60% RO F DRAIN SA DLE CONN TION ROOF RAIN SADDLE CONNECT N CONNECT 0 EXISTINGMAIN�AIN 6" MINI GASK UMUSENRILE S ON STOR APPROX. OCATION 0 \ WITH CONCRETE COLL R ANITARY SE WER SERVIC \y^. MUST BE PPROVED B THE ENGINI ER APPROX. LOCATION OF APPR X. LOCATIO OF A ROX. LOCA ION OF SANITARY EWER SERVI E SANITAR SEWER SER ICE SANIT kRY SEWER E ERVICE APP OX. LOCATIC N 01 WATER HYC RANT SERVICE MAINTAIN 1 "SEPERATI qp N OX. LOCATI I OF IVATERSERVCI MAINTAIN 8' SEPERAT11 1 W m W W W +10 +20 +30 +40 +50 +60 +70 +80 +90 601+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE i-AIA — r DUBUQUE STREET STORM SEWER PLAN AND PROFILE M.3 rl Q I I \ I � j o o xRWAY xRWAY I \ I \ xR A C \ O \1 \ I I e -4_g ( CONNECT TO EXISTING STORM SEWER \, — IR73 NOV -6 PM '' o - _ II ' — - — - _ FC7r: F02ID1— - - �, —� JJ T.5 T CITY CLERK I � ® QVVA CITY I i ci`'' I m ti � ® ® \ - -1 x < — 1- — E2T01 i I I -( • DU E STREET I - — W!B) — — - — -�•� - -� — - — -- W(B) - --E)I b—. w(g) — - — -I — y • - -- - -- - - L B' -- -- --- CONNECT TO EXISTING MANHOLE Icm - _ — Fora, — _ - �m_w, Lu r— I _ «. y • _ - o-- h�i_ — _� i—FosrBl— R Y '�. AWAY —AY I FDS/B \jII �4 • • ( — — _ — — r I — E7rn C'� _I -_ 0 =r 10 FEET _ T �I 692 692 690 690 STRU TURE S-5, S -508 - INTA E 0+74.29, 15 0 RT STA 1 688 INVESTELEV=68 74 688 FL OU = 678.43 (P 5) BOTTOM WELL = 6 7.93 686 686 RO F DRAIN SA DLE CONNE TION ROOF DRAIN SADDLE CONNECTIO 682 682 ROOF E RAIN SADDLI CONNECTI N ROO DRAIN SAD LE CONNEC NON 680 ._. 680 t P-41 ' RCP 161.2 @ 0.60% - ;A — 678 - 678 RO F DRAIN SA DLE CONN TION ROOF RAIN SADDLE CONNECTI ON CONNECT TO EXISTING APPROX. LOCATION 0 676 WITH CONCRETE COL R ANITARY SEWER SERVIC 676 MUST BE PPROVED B THE ENGIN ER APPROX. LOCATION APPROX. LOCATIO OF A ROX. LOCA ION OF SANITARY SANITARY R EWER SERVI E SANITAR SEWER SER ICE SANIT RY SEWER ERVICE APP DX. LOCATI N 674 674 OF WATER HY NT SERVI E APPROX. LOCATI DN MAINTAIN 1 'SEPERATIC N OF I VATER SERV CE MAINTAIN 8" SEPERATI N 672 672 rj (h Q fh Q Q Q Q 670 670 'O +10 +20 +30 +40 +50 +60 +70 +80 +40 600+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 601+( +10 +20 +30 +40 +50 +60 +70 +80 +90 602+00 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET DESIGNED BY: K. WOLLNER CHECKED BY: M FAHRER DRAWN BY: K WOLLNER 10 Foth E WASHINGTON STREET TO IOWA AVENUE STORM SEWER PLAN AND PROFILE M.3 = LETTING DATE: JANUARY2024 CAD DATE: 10/16/2023 9.02:33AM CAD FILE clew_W rkdirlpw_Ie1Hd_km 3ldOS646741002M I ZOOI%02.SMA9n IOWA CITY, IA ' I m Z I ( 1 �oa 0 I o W it N I g 1 W Y.. - zR A 1,-I - a ` P`�' \ zRWA . ry V - --. 9 \t, 9�1 / ® - JILIL W(BJ — \ I DUBUQUE STREET 50 00 4 \\- II _ _ II - - - _ `, - - - - ,N( _ _ _ - :, - - ., _. _ -_ - ___ - - - ., - _. _ - _ _ - - ._ _.-_ .,.o - - •-_ _ - __. _ _. - - - W/BJ - - j{I-3`1 � - -\ \� _ _ r f t y- W(BY - - - - - - - - - - I [7' _ _ mI y EA — L — GIDI —I!- -----c(BY-- er61 - — - - - —� i I I l I I� -- — - zRW N.Ay- 0 10 i FEET S UCTURE S SW-541 -INTAKE RIM ELEV = 85.86 102+37.45, 20.00 RT S FL OUT = 6 .86 (P-3) 688 i85.28 BOTTOM W, 4 1- 688 FL IN = 680.9 (P-2) EXISTIN3 PROFILE A STORM FL FL IN = 679.7 OUT = 679. (P-3) (P-4) ( PROP DSED PROFI I E AT STORM 686 686 RI 11OF DRAIN DDLE CONN CTION ROOF DF CONNECTION 684 AIN SADDLET684 1 ROOF DRAT SADDLE C NNECTION OOF DRAIN ROOF D IN SADDLE CON ECTION 682 SADDLE 682 CONNEEMI-ION 'I 680 — 0 APPROX.L RATION 680 APPR OF W X. LOCATIC O TER SERVI OF MAINTAIN 1 E ' SEPERATI N APPROX. L CATION PPROX. LO F WATERS ATION RVICE P 15RCP ' 678 161.2 LF @ 0.60% MAIN AIN 18' SEP RATION OF WATER ERVICE AINTAIN 1 WSEPERATIOr 678 APPROX LOCATION APPRO K. LOCATION OF A 676 PROX. F WAT LOCATION SERVICE OF SEWI SANITARY RSERVICE AP ROX. LOCAT ON O ! PPROX. LOCATION OF A PROX. LOCA SANIT ION OF RY SEWERS RVICE 676 MAINTAIN W n rn - m 670 +10 +20 +30 +40 +50 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: -221012.00 a DESIGNED BY: K WOLLNER CHECKED 8Y.' M FAHRER DRAWN BY: K WOLLNER LETTING DATE DECEMBER 2023 CAD DATE `o 11 /8/2023 2:08:51 PM CAD RLE clpw_workdirlpw_lellvd_kmw31d0584674100221012.00_M02_SMT.dgn +10 +20 +3u +4U NO 1 DATE BY REVISION DESCRIPRON �Foth I I I +60 +70 +80 +90 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA DUBUQUE STREET STORM SEWER PLAN AND PROFILE MA a.LG► - ' I I 50100 I DUBUQUE SI REET W \ ht F 1 1 I 0 m - -r 'j8.z 1 — \ xR A •bit Q t I I \ xRWA I l Ll I E{ \ 1 ITIY CLER, I - — - — Ic '.. wlBl — - — -�— > \ _ -F 1r W(R) — - — - — - — - — - — - CPID r c W I _ - - FO(ei - - I - - - - - - - - -—-`� I I G' _. - G(DI �I - - - .-. - - L W - J GIBI - r - - - - - IjlOpJ71 . o I / I w FEET / 0 10 III r I �� STA 103+6 .02, 18.37 R S UCTURE S- SW-541 - IN AKE RIM ELEV = 83.74 2+345, 1R0LE 20.00 RT FL OUT = 6 1.86 (P-3) IN TE=S 85.28 -688 688 FL IN = 680.9 (P-2) FL IN - 679.7 (P-3) FL OUT = 679.5 (P-4) 686 686 _ - --- - ---- ------- ---- IZ R OF DRAIN ROOF IN SADDL E 684 _ ROOF DRAT SADDLE C NNECTION S DDLE CONN CTION CONNE TION 684 ooe OOF DRAIN ROOF DR AIN ADDLE CONI JECTION 682 SADDLE 682 CONNEC ION -- - -- 680 '� 80^ APPROX.LO ATION 680 -_ -" - - APPROX. LOCATIO F WATERfRVI E ' PPROX. LOCATION P 15" RCP OF W TER SERVIC MAINTAIN SEPERATI N APPROX. L CATION F WATERS RVICE 161.2 LF @ 0.60% MAIN AIN 18"SEP17RATION OF WATERSERVICE vIAINTAIN 1 SEPERATIO 1 678 Doi 678 APPROX. LOCATION APPRO K. LOCATION OF OF SANITARY rON �7PPROX. SANIT RY SEWERS -RVICE A PROX. LOCATION SEW R SERVICE O 676 CFWATE.RSERVICE AP ROX CAT LOC ATION OF AF PROX. LOCA ION OF 676 MAINTAI 18" S PERATION OF ER SERV ICE ANITARY SE NER SERVIC MAINT 8. SEPERAT ON 674 674 APPROX. LOCATION OF n rn V V 670 0 +20 +30 +40 +50 = CLIENT PROJE 0: S3939 FOTH PROJECT NO: 00221012.00 i DESIGNED B . K WOLLNER CHECKED BY: AA FAHRER DRAWN BY: K WOLLNER LETTING TE: JANUARY 2024 CAD DATE: 5 10116/2023 10:26:04 AM CAD Clpw_workdirlpw_i¢Ifvd_kmw31dOS84674100221012.00-MO2_5HT.dgn +70 +80 NO DATE BY REVISION DESCRIPTION M +20 +30 +40 0lFoth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA DUBUQUE STREET STORM SEWER PLAN AND PROFILE MA 2 m z I I I \« 0 Lu o -—r vxy W Y xR A ST. S(D) — - — - — 15 \ - ex� CID ( I ` ' � a I � I T DUBUQUE STREET50T I 'I I I I 1\ \ I � L_. _ I I w( - - - - - - -. .. - a� si -- _ - - -- -- -- - - -- - - S. -- - - - - -- __ __ ....� ... • - - - - w Bl -\ \- \ \- — T t W(B) — — — — — — — — — — — — ,r 1. \ � I I I i m —r—p - - - - _ _ - - - - - - - - - - - - - - - - - - I' N h. _ — — 1 _ _ _ _ — _ ' —lip- -mI - - - G(B) - =tBL r �I c�' _ I\ \ o GI0) — ('— — —a — m — J c s) — — —' — — — Q E _.�- _.• _L - - - _ _ - - - - G(B) I - - I(e)3- i�� T 1 ff r w r ,(X`' - #r- � - - - - - - -., - -_._.� �j 0 10 1 Z� i 694 FEET �I I 694�I —" RM ELEV = 485.20 IN = 681. 6(P-1) OUT = 681.g6 (P-2) TTOM WEL = 680.56 ROOF ROOF AT ST RM EXI TING PROFIJ AT STORM A 103+75.9 ,18.50 LT 10 OUT = 682. 0 (P-1) TTOM WEL = 681.60 ! "„^ / K Vr Ui TN J UULt I Ury Ia 'UN S DTIO DLE CON ECN 682 EXISTING TORM SEW 682 APPF CATION APPR . LOCATIO OF WATER SERVICE OF W ER SERVIC A ROX. LOCH ION OF MAINTAI4f, 18' SEPEI 678 AINTAIN 18' EPERATIO SANI RY SEWER ERVICE AlPROX. LOC ION OF \ A P X. L / SANI ARYSEWER ERVICE O SANITA YSEWER N O N 676 � 610+00 +10 +20 +30 +40 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY K. WOLLNER CHECKED BY: M FAHRER DRAWN BY: K WOLLLVER LETTING DATE DECEMBER 2023 CAD DATE 1 1/8/2023 2.08:58 PM CAD FILE: clew-W rkdirlpw_IelWd.M.31d0584674100221012.00_M02_SM.dgn pi 15' FICP 134.7 LF 1@ 0. 0$ WATER SEF MAINTAIN 18' OF OF WAi�R SERVICE MAINT IN 18' SEPE TION N OF AP ROX. LOCA ON OF SERVICE SA ITARY SEW SERVICE N m 1 +10 +20 +30 NO DATE BY REVISION DESCRIPIKJN #Foth I I N N 10 +80 + N OF SERVICE +50 +60 +70 +80 +90 DUBUOUE STREET RECONSTRUCTION DUBUOUE STREET E WASHINGTON STREET TO IOWA AVENUE STORM SEWER PLAN AND PROFILE M.5 IOWA CITY, IA li (� J'� i I. I ff� I =Lij- m u — is �� �— � � — fj j ( ��I � I � �I CD I 4� — —� >Q W I I \ xR A I zRWA I I o- �STS(D) — - — - —- ter- �-�---- . m �I _ I C l T It WWA fail f, � ' w 1 I I DUBUQUE STREET-41 - - -- - - — _ _ _ _ — — -- \ \ w1H1 — - — - — - — - — - 7 -FO(BJ — —I — — — — — — — — — — — _ - - I� G(D) — I' Glel — —o G(8) -I\ — — — — , — — — — —! Y < — — — — o' _2 o i ! � � II I — 15(B--— —ik II � xRw FEET 694, _ ` -_ i 694 a 688 CTURE SW-541- 02+37.3 , 20.00 LT I ELEV = 5.20 = 681. 6 (P-1 iT = 681. 6 P-2 OM WEL = 680.56 A 103+75.9 ,18.50 LT OUT = 682. 0 (P-1) TTOMWEL=681.60 ROOF D IN SADDLE CONNECTION ROOF t RAIN SADDL 7 CONNECTR N 684 ROOF DRAINSADDLE CONN CTION 684 IF S DOLE CON ECTION / R OF DRAIN S DDLE CONNECTION 682 6// EXISTING TORM SEW 682 — � �-- P-1 15' CP 134.7 LF 0.7LOCAT :)N 7) t El 0 11 ��OF ATER SERVI E OF% dN 1 APPROX. OF WATE X. LOCA ION OF MAINTAII SEWER ERVICE AlPROX. LOC ION OF SAN11 ARY SEWER ERVICE N V m° 676 610+00 +10 +20 +30 +40 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 n DESIGNED BY: R WOLLNER CHECKED BY: Nl FAHRER DRAWN BY: IL WOLLNER LETTING DATE JANUARY 2024 CAD DATE: 10/16I2023 10:26:06 AM 0 CAD FILE: clpw_wod;didpw_i¢Ilvd_kmw31d0584674100221012.00_M02_SHT.dgn SERVICEOF WATrR MAINTAIN 18SEPEFiATION N OF AP ROX. LOCA ON OF SERVICE SA ITARY SEWE R SERVICE N 1 +10 +20 +30 NOI REVISION DESCRIPTION Foth :HVRwe 01 WATER SER I I'SEPERAI ION M UNTAIN 18' E LOCATION A F SEWER SE IVICE �S D N +70 +80 +90 N OF SERVICE +50 +60 +70 +80 +90 DUBUOUE STREET RECONSTRUCTION DUBUOUE STREET E WASHINGTON STREET TO IOWA AVENUE STORM SEWER PLAN AND PROFILE IOWA CFTY, IA M.5 zRWA' .RWAI 1� n F 5T.S(C)\ I I in I .a � w_ I O O O xRWAV •: \\..CD O \ \ \ xR A O c I CONNECT TO EXISTING Y STORM SEWER I I 42 - - - - - - - - - - - - - - - - _ m zzF, I DUBUQUE STREET I � s wre: - — w!B) - ----I 2—, wral $i CONNECT TO EXISTING MANHOLE - — w!B — - -- - - __ — - - — — w,s; -. - _ \ — _ _- _ ! — FIB) — - _ �- — - FIB): - .QF&B \ _ w® rt ____ _ ___ __® _— ——__-____ _ _____ _ 7_ j� _ Q ILu_ } O _ 7 RRWAY �► 110 — _ _ _ T- -. ETtT� - _ l� D FEET - STA 101+ 6.76, 19.93 STRUC URE S-7, S 510 - INTAKI RIM ELEV = 685. 688 STA 1 FL OU = 681.34 P- 688 +68.06 18. 0 LT FORM LEV = 683.6 BOTTOM ELL = 680. FL IN = 679.14 (P-) PROPOSED PROFIL AT STORM FL OUT = 679.04 (P- ) 686 -_ OF DRAIN DDLE CON ECTION 686 i EXISTING PROFI E AT STORK = 684 - - - - - - - - - _ 684 _ _- - -- -- ROOF DRAIN ? R F DRAIN SADDLE CONN CTION SADDLE CO JINECTION 682 - ROOF I IN SADDLE CONNECTIO -- -- - -- - 682 J- 0 - 5 680 - ------- '� ._ ---- 680 p.6 15" RCP 115.3 L 1 e— APPROX. LOCAECE ROOF DR IN SADDLE CONNECTION A PROX. LOCAION OF ATER SER 678 CONNECT TO EXISTING TORM SE ER -" 0 WATER SEP VICE AF PROX. LOCA ION 678 USING FERNCO STRONG BACK MAINTAI 18" SEPERA TON OF ICE R 1000 SE ES COUPL NGM8" EPERAAIPP X. LOCATI OF FL = 67 .01 APPR X. LOCATIO OF FWATERER SANI ARY SEWER ERVICE 676 SEWER SER ICEVAPPR X. LOCATIO OF nSANITAR SANI ARYSEWERERVICE _ / \ ADDD Y I nnAT1n nG APPROION OF 674 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101 2.00 DESIGNED BY: K WOLLNER CHECKED BY: M. FAHRER DRAWN BY: IL WOLLNER LETTING DATE: DECEMBER 2023 CAD DATE: 111812023 2:09:05 PM CAD FILE: clpw_workdirlpw_ielNd_kmw3ldO584674100221012.00_M02 SHT-Ap NO DATE BY REVISION DESCRIPTION SEWER m I I lamp I m I I Im I w 80 +90 620+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 621+00 +10 +20 Fath DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE STORM SEWER PLAN AND PROFILE IOWA CITY, IA M.6 r I I C _N M 3 N I d 0 ZQ� - W Lu ,��`! c I Z Z J 0 XRW ` XRWAY ALLWAY we 0C✓ - _-Fu7l0,.- _ __ - __ � _ F- F r F IDS ® viB - EY FO(D) ,,_ l Ell Sfi5(IT ELB �g O _ - - _ _GIB! _ _ _ FO(8J 5L- F-F __ FJl61 _ _ - - _ FOB - - - - _ _- _ - � Fire' 04r 6/ \ , , - - _ - _ - - - - FOl61- _ _ T-4L1 _ _ _ - "e; __ _.. _- -- F1, __ Fc1B,:- �y, _� o... __ F_,, w II I �f- I CONNECT TO EXISTING STORM SEWER I I :TURE S- , SW-511 -IN 10+81.90 0.00 RT GRADE E LEV = 684.77 IM WELL = 678.94 ROOF DRAIN SADDLE CONNECT DN ROOF RAIN SADDLE CONN TION 7,14 15' R F DRAIN SADDL CONNEC ION ROOF DRA N SADDLE CONNECTI DN 674 672 W N W 670 +20 +30 +40 +50 +60 +70 CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012. NO DATE BY REVISION DESCRIPTION DESIGNED BY: K WOLLNER CHECKED BY: M FAHRER DRAWN By: IC WOLLNER LETTING DATE JANUARY 2024 CAD DATE: 1011612023 9.U2:48 AM CAD FILE Clpw_workdirlpw_Ie1Wd_kmw31dOS846741002210I2.00_W42_SHT.dgn O cls STA 502+0452, 0.00 RT FORM GRADE ELEV = 68 .55 FL IN = 6 FL OUT = 67 BOTTOM WI .42 (P-8) 7.32 (P-9) LL = 677.32 STRI ICTURE S-10, SW-511 - INI AKE STA 5 FORM GR 3+05.11, 0.0 E ELEV = 68).72 RT FL OUT BOTTC = 676.22 ( M WELL = 67 -10) 5.72 ROOF D IN SAD LE CONNE TION ROOF DRAIN SADD E CONNE ION -:_-- --9 15' RCP 8.6 LF @ 1.0 - -=--'- ---- ROOF TAIN SAD LE CONNE TION ROOF Rp 3 10 /�111 = I FEET STA 3+66.91, 8. 1 RT RIM ELEV = E9.B1 FL 0 JT = 675.79 -11) BOTT M WELL = 6 75.32 ROOF DRAIN SADDLE CONNECTION_ P-11 12 _- _... _ 4.9 LF @ _�.. P-10 15- CP 58.4 LF 0.51 % - CONNECTION CONNECT FO EXISTI G USING FERNCOsTRONG BA K RC 1000 SERI11S COUPLIP G +40 +50 +60 +70 +80 +90 2+00 +10 +20 +30 +40 +50 +60 +70 10LFoth DUBUOUE STREET RECONSTRUCTION DUBUOUE STREET E WASHINGTON STREET TO IOWA AVENUE STORM SEWER PLAN AND PROFILE IOWA CITY, IA M.7 695 695 STRUCT RE S-8, SW 1 MANHOLETOP ONLY 690 STA 104 01.09, 21.65 LT 690 RIM EL = 685.52 FL IN = 6 9.25 (W EX.) _ FL IN = 681.25 (N EX.) FL OUT = 679.15 (E EX) 685 685 680 680 STA 10 +00.82 _. - ._ - ..- _ 675 675 67C 670 150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -60 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 1D0 110 120 130 140 150 695 690 685 680 675 670 STRUCTURE S-2, SW 1 - INTAKE STRUCTURE ST FIC FL SW-541 - IN FAKE STA 10 FORM C FL IN = +37.31, 20.0o iRADE ELEV = 681.16(P-1) LT 685.20 A 102+37.45, RM GRADE E IN = 680.9 20.00 RT EV = 685.28 1 (P-2) BOTTOI A WELL = 680.56 FL BC OUT = 679.5 TTOM WELL (P-4) = 679.00 -2 15" RCP 3 LF @ 0.50 PROPOSED SANITAR AINTAIN A MINIMUM 18' SEP SEWER RATION LL PROPOSED NATERMAIN STA 10 +37.39 -150 -140 -130 -120 -110 -100 -90 -80 -70 -60 -50 40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION LETTING D TE: KWOLWER CHECKEDBY: MF18/20 DRAWN BY: KWOLLNER # Foth E WASHINGTON STREET TO IOWA AVENUE STORM SEWER CROSS SECTIONS LETTING DATE: DECEMBER 2023 CAD DATE: 1118/20T3 2:09:28 PM CAD FILE:.lpw_workdillPw-ielNd-k.w31dD584674100221012.00.MO3-SHT.dgn IOWA CITY, IA 695 690 685 680 675 670 A&8 L ru -6 PM 3: 49 C,1_1 Y CLERK 191V�A CITY,' ;P"� 695 695 STRUr.R eE S-8, SW-4 01 MANHOLE TOP ONLY 690 F SIK04- 01.09,21.65 LT 690 M ELEN'm 685.52 FL IN = 6 F9.25 (W EX. FL IN = 6; 11.25 (N EX.) L OUT = F I 679.15 (E EX) 685 —BOTTO wr.LL =47. L is_ 685 680 680 - 000, - - -- -- STA 10, t+00.82 675 - �40 675 670 -150 -140 -130 150 670 -120 -110 -100 -90 -70 -60 -50 -40 -10 6 10 20 30 40 50 60 70 80 40 100 110 120 130 140 695 695 — STRUC-URES-ZSW 1-INTAKE STRUCTURE SW-541 -IN FAKE STA 10: t+37.31, 20.. 1) LT �T ST A 102+37.45, 20.00 RT FORM I RADE ELEV = 685.20 Fc RM GRADE E _EV = 685.28 FL IN = 681.16 (P-1) FL IN = 680.9 (P-2) 690 W­­611"I 690 BOTTO1 A WELL = 68(.56 FL OUT = 679.5 1 (P-4) BC TTOM WELL 679.00 685 —Fill _4 Ij 685 _[ 11-2 15" RCP 33 LF@ 0.50% 1 — 680 - 680 LL) MAINTAIN A MINIMUM 18"SEPERATION PROPOSED NATERMAIN PROPOED SANITAR(SEWER —0 675 675 4, STA 10 ?+37.39 — 670 -150 -140 -130 670 -120 -110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 IElo 70 80 90 100 110 120 130 140 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012000 BY REVISION DESC1WnON DUBUOUE STREET RECONSTRUCTION DESIGNED BY: ILWOILLNER CHECKED BY: K FAHRER DRAWN By. r. WOLLNER I m Foth E WASHINGTON STREET TO IOWA AVENUE I STORM SEWER CROSS SECTIONS I I AA.8 I LEMNG DATE: MARCH2023 CAD DATE 1011612023 9.0303 AM CAD FILE' bp._w rkdlri ietrvd.km 31dO584674100221012.00-MO3-SKT.d9n IOWA CITY, IA 104.56 Modified SANITARY SEWER aid Item UTILITY ACCESSES PIPES Design Length, Slope, and Flowlines are calculated from inside wall to inside wall along CL of pipe. An additional 2 ft length is added to each side of the Design Length to account for the estimated length to the center of structures. structure Number Location *Type or Standard Road Plan Rim/Form Grade Elevation Bottom Well Elevation Notes Line Number UtilityPie Access Number Class P Size Bid* Length Design Length Slope � % Flow Lines Pipe Profile Sheet Number Notes Station Offset Inlet Elevation Outlet Elevation Other Elevation Inches Feet Feet From To MH-1 - 103+60.76 9.30 LT SW-301 685.96 -- --- j 676.41 - — - ------ -- _ SA-1 MH-1 EXISTING EXISTING EXISTING TRUSS 10 321 315.4 1.10 676.91 673.41 MSA.1 VERIFY ELEVATION AT CONNECTION TO EXISTING _._. VERIFY ELEVATION AT CONNECTION TO EXISTING TOTAL: SW-301 1 SA-2 TRUSS - - 12 75 69.1 5.51 10 321 670.03 666.40 MSA.3 TOTAL- CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: ILWOLLNER CHECKED BY M FAHRER DRAWN BY: IL WOLLNER = LETTING DATE DECEMBER 2023 CAD DATE 1116/2023 1 1:37:59 AM CAD HLE: clew-workdlnpw_ielfvd.kmw31d05 64674100221012.00_MSA-SHEdgn Foth DUB INGT STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE SANITARY SEWER IOWA CITY, iA r`d r�..t W MSAA 132 E WASHINGTON ST 23 '` - srsla, I f RAYGUN 0 0 o o NOV 6€" 5� �• 1 T 2_ 0 i. {-r- j FozrD/�— _ -` _ 9 t U l— — - — -—F0sre- E(e; < " .. = E e T. ffr =o' _ \ 6°SANITARY ANITARYSERVICE , IDl — END) 6° NI TARYSERVdCE SERVICE N _SA .",, 6- SANITXkY SERVICE 6 SANITARY SERVICE _ _ &ISTIN&SANITARY A CONNECT TO 1 10 6" SANITARY SERVICE 6" SANITARY DUBUQUE STREET ># 81 LT SERVICE 6" SANITARY SERVICE - — W(B) — — - — _ul-- - 1 — i _ — WlBI - F, — W(81 I �< w • - - — W!Bl — - — ,- wBE 6" SANITARY SERVICE z 10 — Eael — - — - - - - - - 1 - z - - - _ - -on mmlw� —-- `.' o ' M 1 X - — — '_ - - - - - - - - - -- - - - - T -- OQ ■� h y. -_..- _ ' ` Imo. 0 10 xRWAY I I \ / W Y R Y "'-�-Z�- /B E(m —1r-� I 4� I - �- oo , 688 678 NOTE' PR VIDE 3 SEPARAT ON BET LINES. `o +50 +60 +70 +80 +90 701 o COENE PROJECT NO 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY K WOLLNER CHECKED BY: M FAHRER DRAWN BY: K WOLLNER P LETTING DATE DECEMBER 2023 CAD DATE 1 1/6/2023 1 1:38:13 AM o CAD HIE: clpw_workdlrlpw_k:IHd_km 3ld058467410022N)12.00_MSA_SHEdgn 10"VCP USEFERN RC IO SE FL - r3 .41 )0 +10 +20 +30 +40 +50 +60 +70 +80 NO DATE BY REVISION DESCRIPTION - I #Foth SEWER BACK WATER SAN ITAI SEWER SANITARY +90 701+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE SANITARY SEWER IOWA CITY, IA SERVICE SANITARY EWER SE IT SEW R SERVIC ARYSEWE SERVICE +10 +20 +30 +40 MSA.2 CD O+ I p 1 N g h I io m THE CONTRACTOR SHALL EXCAVATE AND EXPOSE c+J -� ,- II I N '• m SANITARY SEWER FOR INSPECTION, REPLACE AS / / I j NECESSARY AND BACKFILL. IF REQUIRED, SANITARY I / I O I �, SEWER PIPE, CONNECTION TO EXISTING AND GRANULAR BEDDING SHALL BE PAID FOR X t j SEPERATELY FROM GRANULAR BACKFILLING AND i REFER TO C-SHEETS FOR ESTIMATED COMPACTION. QUANTITIES. N — rJ w�—� w l —- — — — — — — — } _w}d =ry# = _ _ _ -- - w- I= —I — — — — vwre) — — -— I ) I / -I m o � i CONNECT TO EXISTING SANITARY SEWER CITY C L E R K i II �ll - — — — — — — FIAD) — — I — / / `� G IOWA AVENUE 1 i Q : 'A C ITY, i tl f�{t 1A ® 1 L H- o — _ — — — — — — — — — — — SANK) — — — _ — — — — — — — — - SANK) — — — - - - - ^I n / I CONNECT TO EXISTING SANITARY SEWER � 6" SANITARY SERVICE - --- -_- - _--------- -_ �. _ c s:.; —. _ _ — _- _. , _.. - _. _-- -. _. _. _. •ir ,-:, - - __ - -_ -. _ __. - — — — — — — — ST.SrU — — — — — — — — — — — — — — - ST S(C) — 6 ST.S(DEs I -- -- _ __- - WD) — — - - - - Ory F2(8) - — — E2101 — —F02lO)— FOND — RWAY Y xRWA z; N r xRWA yj— N 11 C FEET —2(D) E2(9) - I 684 684 PROPOS D PROFILE ONG SANIT RY SEWER --- 682 682 E ISTING PROFILE ALONG S NITARY SE ER 680 680 678 678 676 676 12" P C 674 674 672 672 670 I 670 C NNECTTO ISTING SANITARYSEWE SANTARYSEWE SERVICE USE Et STR NG BACK R 1000 SERIF.; FL = 670.03, FIELD VERI iy TRUE 668 6 668 11$ USE FEI tNCO STRON BACK RC 1 100 SERIES FL = 66 i.40, FIELD VI iRIFY 666 12' PVC 666 H E N CLIENT PROJECT NO: 53939 KWOLLNER CHECKEDBY. FOTH PROJECT NO: 00221012.00 DRAWN BY: KW:29AMOLLNER NO DATE BY REVISION DESCRIPTION Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA AVENUE SANITARY SEWER MSA.4 LETINGDBY: LETTING DALE DEGEMBER 2023 CAD DATE 11/6/2R I I /6/2023 11:38:29 AM CAD FILE: clpw.workdirlpw-1eVNd-km 31d0584674100221012.ODJASA-SHT.dgn IOWA CRY, IA \ ..— �, I O 4" ATEVALVE o STA 01+81.47 + + STA 101+45.70 ST101+6318ST,S( o OFF 36.80' LT +66 v I < A WS I _ xRW�Y xRWAV I •J \ _ 1 71 , � = -..� — - - bl � 3 1 4 DTIPE WA R 7923NO -6 P 3:50 _. • m ° � I I _ - _ - - - - - -- -- SERVICE,,, � I _ _ -- - - - - - - — — — — ——F02(D)— F02(0)� ' 4 DIP " ALL WATER SERj�1C�iPLL����EE /� [[�� �( MINIMUM OF 18�,R, ELOY�SA�II1<,9 Ii 1 I I "` \, I ' c 4" DI WATER WATER SERVICE >, - -� ... AND STOR•�•/� T ��.•p�4 •I•W�.• # f" t E T i 11) fi A E2(D) — — — SERVICE 7U 1 i t ..a EVDl - — — - — — END) r CONTRACTOR SHALL DOCUMENT ALL - — - — Imo I�' - 6' SADDLE AND 4' SADDLE AND EXISTING SERVICE LINE MATERIALS TAPPING VALVE FOUND AND PROVIDE LIST TO CITY - --T----sxrrc�::=--�- "f-- -f"" - CONNECT TO EXISTING ` TAPPING VALVE STA 101+98.16 FOR LEAD INVENTORY. 12" WATER VALVE DUBUQUE STREET STA 101+g1.45 OFF 6.23' RT STA 100+72.15 OFF 3.21' RT OFF 4.80' RT - — w(e) I+— W!B)—Ffl-mod—' W(B) — - SADANO - 4'-SADDLE ue) — AND 6 SADbLE-AND 12" DIP WATERMAIN TAPPING VALVE TAPPING VALVE TAPPING VALVE f ( I STA 101+45 70 STA 101+6318 STA 101+86.59 I I D ITH NITRILE GASKETS OFF 3.30' RT OFF 3.24' RT OFF 6.28' RT - — — — FO(B) _ - — - — --� — 'o Q X. -^-- _ - - — ' I . .- ,, - - -= - ..: — — — — — - - — — — — — _ - YDRANTASSEMBLY STA 101+86.58 _. 9FF 5'RT — Z O _ _ ` _ : t mr 6' DIP WATER SERVIC W m —FOSf BI— +9 Y OFF 37.23' RT xRWAY xRWAY I I RFD 1 I — — (_ — lei) _ REMOVE AND SALAVE TO CITY PROVIDE NEW HYDRANT # J" �Z FEET r. t� x AT EXISTING LOCATION {►^ STA 100+65.68 OFF 26.71' RT _ 6' 6' SAO E AND TAPPINjE VALVE FIRE YDRANT ASMBLY 686 PRO OSED GRAD ALONG WA ERMAIN 4'SADDLE ND 'SADDLED 686 TAPPING V LVE APPING VA E TAPPIN VALVE 1 " WATER VA VET EXISTING GRA E ALONG W TERMAIN 684 - - - 684 TYP. 5.5' BU Y DEPTH MAY NEED 0 GO DEEPE TO KEEP EXIST G WATERM IN AND SERVI S ACTIVE U TIL 678 R 678 E � s PROPOS D SANIOTAR SERVICE AP OX. LOCATI N OF CONNECTTO EXISTIN 12' DIP.---N OF PROPOSED SANITARY SE VICE 676 676 PROF DSEDSANIT RYSERVICE A APROX. LO ATION OF PROPO ED SANITAF Y SERVICE = 674 674 1 Q N M O N V i 672 m .000 672 +80 +90 799+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 800+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 801+00 +10 +20 +30 +40 +50 +60 +70 H N . v CLIENT PROJECT NO: 53939 FOTH PROJECT NO: OD121012.00 DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET DESIGNED BY: IL WOLLNER CHECKED BY: At FAHRER DRAWN BY: KWOLINER Foth E WASHINGTON STREET TO IOWA AVENUE WATERMAIN PLAN AND PROFILE MWM.1 LETTINGDAIE DECEMBER2023 .-.n o; c. ..�.,... ,...,.�nw.,.., CAD DATE' isu.. •..,...al.ncaaa�a�mwn; 1116I2023 IOs:I6T'M vm ..�,.. corn,... ;noun �rry ;n NO DATE BY REWSION DESCRIPTION 6' GATE VALVE 1 ;* STA102+63.78 FF37.62'LT ` - .kn ._- - o + E wr -----' REMOVE ANDI SALAVE TO CITY •Sys WS VALVE GATE VALVE .71 .. - - PROVIDE NEW�HYDRANT +� STA 102+00.69 OFF 36.97 LT STA 102+86.67 T WS OFF 31.66' LT - �' S 03i3 WS , I / AT EXISTI G LO�ATION - �- \�'� "" -+� m L- • 4' GATE VALVE STA 102+44.28 . - 6 W DIP WATER SERVICE _ + i,. __ Y _■ ICES ALL WATER SEnyICES SHALL BE A ' OFF d1 40 T \ � MINIMUM OFL OWSANIL4R>f; 1R0.SSIN-9-sTI OFF37.02L u AND STORM SEWER A r -VAL STA103+13.goISTING CONTRACTOR SHALL DOCUMENT A sr. 'SERVICE - SERVICE LINE MATERIALSs I EXUNDANDPROVIDELISTTO I 6' DIP FOR LEAD INVENTORY_ ` TAPPING VALVE WA ER SE, VICPE 6' Dip WATER WATER SERVICE I STA102+86.68 6�DI SERVICE 5`HORIZaNTAMBEND \ wBB11 If' a}�t OFF 2.85' RT WA R SERVICE - TA 104+08.15 1 'f i V R ' 6' SADDLE AND 6' SADDLE AND FF 4.11' RT \ 1 j j J� \ W SADDLE AND DUBUQUE STREET W SADDLE AND TAPPING VALVE TAPPING VALVE 4' SADDLE AND E�TIiAIN,T JOINt LEI�H = 7 FT I � *� It3'"V TAPPING VALVE 4' SADDLE AND TAPPING VALV STA 103+10.71 STA 103+35.08 TAPPING VALVE OFF 3.03' RT STA 103+45.16 ; _ _ -, s STA 102+00-69 TAPPING VALVE STA 102+63.787 OFF y.76' RT 12• GATEICV OFF 3.10' RT ST* 102+44.28 OFF 2.96' RT I OFF 5.95' RT z � STA 104+1 OFF 2.98' RT .91 m OFF 8.04 \ W(B) I W(8) i - 4' SADDLE AND 1 - - W( 4!SADDLE - _ - - - - - - - - 4- SADba AND 6" SADDLE AND 4' SADDLE AND AND - _ TAPPING VALVE f THRUST BLOCK STA 103+55.58 _REDUCER 12 10. STA 104+1.3.• Tb .._ -- -- - F / I wo, w� 1 - `z _ _ - - - 6' SADDLEAN6- AND TAPPING A VALVE TAPPING VALVE TAPPING VALVE TAPPING VALVE STA 103+13.44 OFF 5.73' RT - • �\ OFF 8.04' RT I r m = TAPPING VALVE TA 102+58.58 STA 102+66.28 STA 102+99.85 12' DIP OFF 2.74' RT 4' DIP WATER SERVICE - RESTRAINTJOINT LENGTH =11 FT - _ _ - - STA 102+25.72 OFF 5.96' RT OFF 5.82' RT WATERMA11 - - - - 1 QFF 6.15' RT OFF 5.99' RT - 4"DI p 1 45' HORIZO AL BEND _ - - - - WATER SERVE = ` 4' DI 4' DIP WATER RV RESTRAINT �IOINT LENGTH = 7 FT = ® 1 - - t T WATE RV CI E WA 6 SERVIC ... - - - - - ' - r 1 o WATER IC AT "' _ _ G(S) I - - I - - G(D) - - - -a-I I ws r B bx WS WS +44 +sa _ 4F03rsT_ I +24 +6 :+64 w r j\ __.ws cws w 4' GATE VALVE c ' 4GATE VALVT # • c GATE VALVE--' STA 102+99.85 4' GATE VALVE STA 103+55.58 ! s l STA 102+25.7 OFF 37.02' RT q• GATE VALVE STA 102+66.28 OFF 36.6T-,&I_ OFF 36.97RT STA 103+45.16 OFF 37.05' RT OFF 36.74' RT REMOVE A SIALAVE TO CITY - -_ D . 0 Ta y i FEET ..� 1 I� STA102+58.58 PROVENEW HYDRANT -- -. _ ,_ F m+Z III OFF 36.93' RT AT EXISTING LOCATION m Z o STA 103+99.25 c rn I I 692 I OFF 51.57 RT ) - 692 690 690 SADDLE AN ALL 3RASS KUPF :RLE TRUFL T PPING VAL ROPOSED G DE ALONG ATERMAI 6' SADDL AND TF BLOW OF DEVICE INSI E 688 4' TAPPING ALVE OF LVEOX WE H INSULATE N INSERT 688 4' So DOLE AND TAPPING V LVE q' SAD LE AND 6' SAD LE AND ' SADDLE A D TAPF NG VALVE TAPPIN VALVE TAPPI VALVE APPING VA VE E 6' SADDL AND 4' SADDL AND 4' SADDL AND 6 SADDLE AN 4' SADD TAPPINI, LE AND VALVE 45• HORIZONTAL BE 4D 686 TAPPINGV 0,LVE TAPPING ALVE TAPPING ALVE T PIPING VAL 45' 1ORIZONTAL BEND 686 - �FXISTI 12' GATE V LVE -- G GRADE AIDING WATE MAIN -- a 45' VERTI BEND 684 684 5 TYP. 5 FL = 682. BURY EPTH 45' ERTICAL B D RESTRAI JOINT MAY ED TO 103+97 0 LENGTH 6 FT GO DE PER TO FL= 682 5 0 682 682 r PROF OSED STOW I SEWER WATE MAIN d n AND RVICES „ ACTIV UNTIL MA INTAIN A MI 6' SEPE JIMUM TION COX ER ISTING WITH 680 AINTAIN A CUT 0 ER 1 REDUCER 680 5 EPERATION 1 _ Q678 II II �) _ _ _ _ 678 AP PROPOSED OX. LOCATION E ANITARY OF 103+95. 45' VERTIC L BEND SEI NICE OF. OTARY FL= 678N 104+05.30 PROX. LOCATION OF PROPOS D SANIAPROX ERVICE REST INT JOINT L NGTH = 15 FL = 678.37 676 PROPOSE SANITARY ERVICE AP X. LOCATIO OF RESTRAINT bOINT LENG1 H = 15 FT 676 � a o ° 1 674 +80 +90 802+00 +10 +20 E; CLIENT PROJECT NO: $3939 FOTH PROIEa NO: 0022K) 12A0 DESIGNED BY: IC WOLLNER CHECKED By: M FAHRER DRAWN Sy: I, WOLLNER %' LE171ING DATE DECEMBER 2023 CAD DATE 111612023 1:08:12 PM } I CAD RE: clew_workdirlpw_lelNd.km 3ldOS8467410022KI 12110_MWM.SHLdpn cl n rn Pim � a0o 1 674 +90 803+00 +10 +20 +30 +40 +50 +60 +70 +80 +90 804+00 +10 +20 +3o +40 +50 +60 +70 H N Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE WATERMAIN PLAN AND PROFILE MWM.2 IOWA CITY. IA ,RWAY ■RWAY CUENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. LECLAR CHECKED BY: M. FAHRER DRAWN By: T. IECIAIR LETTING DATE DECEMBER 2023 CAD DATE 1 1/4/2023 8:2320 AM CAD FILE: clew_workdlApw_kIMIdOS84674100221012A0_N_SHEdpn m�0I al, ..] 0 1 MIT, lu I . SYMBOL DESCRIPTION e e 77 69 DOUBLE PARKING METER C= p 4P SINGLE PARKING METER m m N NOTE: 1. PARKING METERS AND SIGNS WILL BE SUPPLIED AND WASHINGTON ST ' INSTALLED BY THE CITY. e e STOP NO ® PARKING 2 AM TO 6 AM ALL WAY i0na"�E°° 5200 FINE � DOUBLE PARKING METER DOUBLE PARKING METER o 0 STA 101+10.86 STA 101+53.79 + OFF 21.00' LT OFF 21.00' LT o 0 23.0' • 22.9 11.4 } _4.0% n m a + + + + • SLW2 00 + + + 96.0'co + o LOADING ZONE + L - r INSTALL 4" WIDE STRIPING ON 24' CENTERS (WHITE) 10, Foth, / L CHW4 DUBUQUEST CHW4 i��y o ;o ZFEET %�Irf DUBUOUE STREET RECONSTRUCTION DUBUOUE STREET E WASHINGTON STREET TO IOWA AVENUE PAVEMENT MARKINGS AND SIGNAGE N.1 IOWA COY, IA PARKING NO PARKING z AN ro '� ]AN i06AN 6AM T N AWAY Eppp111GZONE SYMBOL DESCRIPTION ONENWPLINR L E "may, DOUBLE PARKING METER .o- SINGLE PARKING METER \ w Y nR A � �� %RWAY 0 3: 50 DOUBLE PARKING METER o + NOTE: + STA 102+54.26 1. PARKING METERS AND SIGNS WILL BE SUPPLIED AND c OFF 21.00' LT INSTALLED BY THE CITY. � IQLVi/I C ] E K; DOUBI(ARKING METER Y i1 — STA 150 OFF 21.00'1.00' LLT 21.6' CHW4 m + + CHW4 DUBUQUE ST DCY4 + + o ' + M f23.0'�6 O m + + V + 2.0_� 11.4' 22+0' + 7.0'2.0' +� —► �—+ 4.0' a, 23.0' + uJ CHW4 v o Q a Q O Oi DOUBLE PARKING METER DOUBLE PARKING METER SINGLE PARKING METER STA 102+59.55 STA 103+05.55 INSTALL 4' WIDE STRIPING STA 103+41.26 OFF 21.00' RT OFF 21.00' RT ON 24' CENTERS (WHITE) OFF 26.00' RT NO PARKID 2 Ahl T 6AM CLIENT PROJECT NO: S3939 FOTH PROJECT NO 002M 12.00 DESIGNED BY: T. LECLAIR CHECKED BY: AA FAHRER DRAWN BY T LECLAIR LETTING DATE: DECEMBER 2023 CAD DATE 11/412023 8:23:23 AM CAD FILE: clpw_workdirlpw_k'11BIdOSS4674100221012.00.N.SWd,n SLW2 w ® n s2ocFirvE� � Foth N O DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE PAVEMENT MARKINGS AND SIGNAGE IOWA CITY, IA F !Z� � FEET 10 J►rtp�� N.2 23'-0" 16-0" 1 I 15'-0" 3'-9" 2-0" 2'-6" PER MANUFACTURERS SPECIFICATIONS PHILIPS LUMEC 5" ROUND STEEL POLE WITH DECORATIVE BASE, SEE POLE INFORMATION IN TABLE BELOW (COLOR RAL 7021). CUSTOM MANUFACTURED TWO -DECORATIVE ARM ASSEMBLY 180' APART. EACH ARM ASSEMBLY SECURES TO POLE WITH STAINLESS STEEL BOLTS (COLOR RAL 7021). RECEPTACLE -DUPLEX GFCI LOCATED IN LINE WITH HANDHOLE, 120 VOLT, 20 AMP, 3 WIRE GROUND WITH WEATHER PROOF COVER (COLOR RAL 7021). 2- PHILIPS LUMEC DOMUS FIXTURES. SEE PHOTOMETRIC DATA IN TABLE BELOW (PEDESTRIAN LUMINAIRE) ARM ASSEMBLY 180' APART. EACH ARM ASSEMBLY SECURES TO POLE WITH STAINLESS STEEL BOLTS (COLOR RAIL 7021) RECEPTACLE -DUPLEX GFCI LOCATED IN LINE WITH HANDHOLE,120 VOLT, 20 AMP, 3 WIRE GROUND WITH WEATHER PROOF COVER (COLOR RAL 7021). POLE ACCESS HANDHOLE MINIMUM 3.5' X 6' / (COLOR RAL 7021) DECORATIVE COVER BASE PROTECTING ANCHOR BOLTS, COLOR TO MATCH POLE (COLOR RAL 7021) GROUND LINE LIGHT POLE BASE DIMENSIONS AND REINFORCING SHALL BE PER POLE MANUFACTURERS SPECIFICATIONS. PEDESTRIAN LIGHTING 24'-6' 16-0" 1 1 15'-0" — 2 -0" T 2'-6" PER MANUFACTURERS SPECIFICATIONS HUBBEL FLEX LED FIXTURE. SEE PHOTOMETRIC DATA IN TABLE BELOW (ROADWAY LUMINAIRE) CUSTOM MANUFACTURED TWO -DECORATIVE ARM ASSEMBLY 180' APART. EACH ARM ASSEMBLY SECURES TO POLE WITH STAINLESS STEEL BOLTS (COLOR RAL 7021). RECEPTACLE -DUPLEX GFCI LOCATED IN LINE WITH HANDHOLE,120 VOLT, 20 AMP, 3 WIRE GROUND WITH WEATHER PROOF COVER (COLOR RAL 7021). 2 - PHILIPS LUMEC DOMUS FIXTURES. SEE PHOTOMETRIC DATA IN TABLE BELOW (PEDESTRIAN LUMINAIRE) ARM ASSEMBLY 180' APART. EACH ARM ASSEMBLY SECURES TO POLE WITH STAINLESS STEEL BOLTS (COLOR RAL 7021) /LINE RECEPTACLE -DUPLEX GFCI LOCATED IN WITH HANDHOLE,120 VOLT, 20 AMP, 3 WIRE GROUND WITH WEATHER PROOF COVER (COLOR RAL 7021). / POLE ACCESS HANDHOLE MINIMUM 3.5" X 6" (COLOR RAL 7021) DECORATIVE COVER BASE PROTECTING ANCHOR BOLTS, COLOR TO MATCH POLE (COLOR RAL 7021) GROUND LINE LIGHT POLE BASE DIMENSIONS AND REINFORCING SHALL BE PER POLE MANUFACTURERS SPECIFICATIONS. F DESTRIAN AND ROADWAY LIGHTING PHOTOMETRIC DATA LIGHTING ASSEMBLY TYPE DESCRIPTION LUMINAIRE DESCRIPTION (PEDESTRIAN) LUMEC (OR APPROVED EQUAL) LUMINAIRE DESCRIPTION (ROADWAY) HUBBELL(OR APPROVED EQUAL) LUMINAIRE DESCRIPTION (CATENARY) VISA LIGHTING (OR APPROVED EQUAL) MFR. CAT NO. (PEDESTRIAN POLE AND LUMINAIRE) DMS50.35W32LED4KG3-LE3S-208-0MG[MM-045}2FA0DEG{SPR6V-M9 26.5-GFIRSA1-02SjSCRAL7021TX-1X40-121/2-0EC MFR. CAT NO.(PEDESTRIAN/ROADWAY POLE AND LUMINAIRE) DMS50-35W32LED4KG3-MS-208-0MG[MM-045}2-R6.90DEG4SPR6V-0O8}23GFN4SAl-02*SCRAL7021 TX-1X40.121/2-0EC MFR. CAT N0. (ROADWAY LUMINAIRE) Fl-T3.56LED4*700.2SS 132 WATTS MFR. CAT N0. CATENARY GLOBE LIGHTS OP2122SHORTCAP-L40K L VOLT-VBLK-MSCFRST-PCL441N POWER PEDESTALS TREE POWER PEDESTAL PEDOC 1 P120VS (OR APPROVED EQUAL) BOLLARD POWER PEDESTAL SQUARE D 3110 HU361 RB, CUTLER -HAMMER TYPE DH, GENERAL ELECTRIC TYPE TH, SIEMENS TYPE HNF (OR APPROVED EQUA CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 0022101200 DESIGNED BY: M. FAHRER CHECKED BY: M. FAHRER DRAWN BY: M FAHRER LETTING DATE DECEMBER 2023 CAD DATE 111812023 4:5054 PM CAD HIEclpw-workdinpw-ieifvd.kmw31dO58467410022K)12.00-PI_SFR.dgn REVISION DESCRIPTION # Foth 11-01 0'-8' REFER TO SECTION BELOW L MOUNTING HOLES PEDESTAL 1' CHAMFER PLAN VIEW FASTEN PEDESTAL TO BASE PER MANUFACTURER'S FINISHED GRADE LINE IN PLANTER SPECIFICATIONS BELOW MULCH. MULCH WILL BE ON TROWEL SMOOTH ALL TOP OF THE CONCRETE BASE / EXPOSED SURFACES //\ �/j\ GROUND ROD CLAN TRANSITION TO RIGID GALVANIZED STEEL CONDUIT FOR RISER 4 e CONCRETE BASE (3000 PSI) 4#4W/#3 TIES @12'. MINIMUM 2- ON ALL SIDES AND 3' AT BOTTOM COVER OF REINFORCING STEEL. 4#4W/#3 TIES @12'. MINIMUM 2- EXTEND TO FIRM CLEAN :7SECTION VIEW ON ALL SIDES AND 3' AT BOTTOM UNDISTRUBED SOIL COVER OF REINFORCING STEEL. NOTES LANDSCAPE RECEPTACLE PEDESTAL, STANDARD WITH INTEGRAL BASE, SINGLE GANG,12" HIGH,14 GA. STAINLESS STEEL, BLACK POWDER COAT PAINT, VERTICAL STYLE OPENING, 5" WIDE AND 2.5- DEEP HOUSING, NEMA 311 RATED. PROVIDE WEATHERPROOF GFCI RECEPTACLE PER DESRIPTION ABOVE. TREE POWER PEDESTAL BASE DETAIL REFER TO SECTION BELOW _ 2'-10" 1 ANCHOR BOLT MOUNTING HOLES. f o REFER TO MANUFACTURERS MOUNTING BASE DETAIL ANCHOR BOLTS AS REQUIRED PLAN VIEW BOLLARD POWER BY MANUFACTURER PEDESTAL FINISHED GRADE LINE 11 PLANTER TROWEL SMOOTH ALL BELOW MULCH. MULCH WILL BE ON EXPOSED SURFACES. TOP OF THE CONCRETE BASE \ ENSURE SURFACE IS FLUSH R WITH ADJACENT SURFACE I J N\ TRANSITION TO RIGID \�z GALVANIZED STEEL CONDUIT 0 4 CONCRETE BASE i (3000 PSI) IL I 4#4W/#3 TIES @12'. MINIMUM 2' ON ALL SIDES AND TAT BOTTOM J COVER OF REINFORCING STEEL. 3 TIES @12'. MINIMUM 2- EXTEND TO FIRM CLEAN SECTION VIEW ON ALL SIDES AND 3' AT BOTTOM UNDISTRUBED SOIL COVER OF REINFORCING STEEL. NOTES BOLLARD POWER PEDESTAL MOUNTED 4' HIGH ON PAINTED (COLOR RAL 7021) 4" SQUARE POLE ALIGN WITH TREE PEDSTAL SET BACK FROM PCC PLANTER CURB. PROVIDE THREADED HUB ON BOTTOM OF DISCONNECT SWITCH WITH REMOVABLE CAP HELD BY SHORT AIRCRAFT CABLE. BOLLARD POWER PEDESTAL BASE DETAIL CABINET 1" GROUND WIRE DUCT m RISER E " i 0. }!1) j ') e r I ;-, i � �iI1 {3 U 11 11 k CONTROL CABINET FOOTING I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. 510Nq Q�OFES F Q h KENNETH KENNETH THELEN, RE DATE Z THELEN Z License Number. P2442534 J P2442534 My license renewal date Is DECEMBER 31, 2023 Pages or sheets Covered by this seal: / O W A G P.I-P.3 DUBUOUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE LIGHTING DETAILS IOWA CITY, IA P.1 23'-0' 16'-0" 1 1 15'-0' 3'- 9" 2-0" 2'-6' PER MANUFACTURERS SPECIFICATIONS PHILIPS WMEC 5' ROUND STEEL POLE WITH DECORATIVE BASE, SEE POLE INFORMATION IN TABLE BELOW (COLOR RAL 7021). CUSTOM MANUFACTURED TWO -DECORATIVE ARM ASSEMBLY 180' APART. EACH ARM ASSEMBLY SECURES TO POLE WITH STAINLESS STEEL BOLTS (COLOR RAL 7021). RECEPTACLE -DUPLEX GFCI LOCATED IN LINE WITH HANDHOLE,120 VOLT, 20 AMP, 3 WIRE GROUND WITH WEATHER PROOF COVER (COLOR RAL 7021). 2 - PHILIPS LUMEC DOMUS FIXTURES. SEE PHOTOMETRIC DATA IN TABLE BELOW (PEDESTRIAN LUMINAIRE) ARM ASSEMBLY 180' APART. EACH ARM ASSEMBLY SECURES TO POLE WITH STAINLESS STEEL BOLTS (COLOR RAL 7021) RECEPTACLE -DUPLEX GFCI LOCATED IN /LINE WITH HANDHOLE,120 VOLT, 20 AMP, 3 WIRE GROUND WITH WEATHER PROOF COVER (COLOR RAL 7021). /POLE ACCESS HANDHOLE MINIMUM 3.5" X 6' (COLOR RAL 7021) DECORATIVE COVER BASE PROTECTING ANCHOR BOLTS, COLOR TO MATCH POLE (COLOR RAL 7021) GROUND LINE LIGHT POLE BASE DIMENSIONS AND REINFORCING SHALL BE PER POLE MANUFACTURERS SPECIFICATIONS. PEDESTRIAN LIGHTING 24'-6' 16'-0" 1 1 15'-0' 3 9' 2'-0" HUBBEL FLEX LED FIXTURE. SEE PHOTOMETRIC DATA IN TABLE BELOW (ROADWAY LUMINAIRE) CUSTOM MANUFACTURED TWO -DECORATIVE ARM ASSEMBLY 180' APART. EACH ARM ASSEMBLY SECURES TO POLE WITH STAINLESS STEEL BOLTS (COLOR RAL 7021). RECEPTACLE - DUPLEX GFCI LOCATED IN LINE WITH HANDHOLE,120 VOLT, 20 AMP, 3 WIRE GROUND WITH WEATHER PROOF COVER (COLOR RAL 7021). 2 - PHILIPS LUMEC DOMUS FIXTURES. SEE PHOTOMETRIC DATA IN TABLE BELOW (PEDESTRIAN LUMINAIRE) ARM ASSEMBLY 180' APART. EACH ARM ASSEMBLY SECURES TO POLE WITH STAINLESS STEEL BOLTS (COLOR RAL 7021) RECEPTACLE - DUPLEX GFCI LOCATED IN LINE WITH HANDHOLE,120 VOLT, 20 AMP, 3 WIRE GROUND WITH WEATHER PROOF COVER (COLOR RAL 7021). POLE ACCESS HANDHOLE MINIM 5' X 6' (COLOR RAL 7021) DECORATIVE COVER PROTECTING ANCHOR BOLTS, R TO MATCH POLE 2'-6"(COLOR RAL ) LIGHT POLE BASE DIMENSIONS AND REINFORCING SHALL BE PER POLE MANUFACTURERS SPECIFICATIONS. PEDESTRIAN AND ROADWAY LIGHTING PHOTOMETRIC DATA LIGHTING ASSEMBLY TYPE DESCRIPTION LUMINAIRE DESCRIPTION (PEDESTRIAN) LUMEC (OR APPROVED EQUAL) LUMINAIRE DESCRIPTION (ROADWAY) HUBBELL(OR APPROVED EQUAL) LUMINAIRE DESCRIPTION (CATENARY) NSA LIGHTING (OR APPROVED EQUAL) MFR. CAT NO. (PEDESTRIAN POLE AND NAIRQ DMSSO-35W32LED4KG34-E3S-208-DMG4MM-045}2F-90DEG{SPR6V-009}26.SGF54SAl-025FSCRAL7021TX-1 X40-121/2-0EC MFR. CAT N0. (PEDESTRIAN/ROAD POLE AND LUMINAIRE) DMS50.35W32LED4KG3-LE3S-208-DMC IMM-045}2-R6.90DEG4SPR6V-0O8}23GFB4SA1-02SWRAL7021TX-1X40-121/2-0EC MFR. AT NO. (ROADWAY LUM IRE) FH-T3.56LED-4K-700.2SS 132 WATTS MFR. CAT NO- CATENARY BE LIGHTS OP2122GHORTCAP-L40K L VOLT-VBLK-MSCFRST4'CL441N POWER PEDESTALS FREE Po PEDESTAL PEDOC 1P12f-V-B (OR APPROVED EQUAL) WL POWER PEDESTAL I SQUARE D 3110 HU361 RB, CUTLER -HAMMER TYPE OR GENERAL ELECTRIC TYPE TH, SIEMENS TYPE HNF OR APPROVED EQUA CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 0022K)12.00 NO DATE BY REVISION DESCRIPTION DESIGNED BY.DATE DE FEM ER CHECKED BY : M. 1 /4120 DRAWN BY: M FAHRER � Fot h LETTING DATE DECEMBER 2023 CAD DATE 1 I /412023 11:34:33 PM CAD FRE: dpw_workdlrlpw_Ieln4f5ldD584674100221112.00_PI_SHTAOn REFER TO SECTION BELOW L PEDESTAL MOUNTING HOLES 1' CHAMFER PLAN VIEW FASTEN PEDESTAL TO BASE PER MANUFACTURER'S FINISHED GRADE LINE IN PLANTER SPECIFICATIONS BELOW MULCH. MULCH WILL BE ON \ TOP OF THE CONCRETE BASE TROWEL SMOOTH ALL EXPOSED SURFACES TRANSITIONRIGID \\� ANIZED STEEL CONDUIT FOR RISER CONCRETE BASE I (3000 PSI) 4#4W/#3 TIES @12'. MINIMUM 2" ON ALL SIDES AND 3' A�STE COVER OF REINFORCI4#4W/#3 TIES @12'. MINIMUM 2- EXTEND TO FI SECTION VIEW ON ALL SIDES AND 3'AT BOTTOM UNDIS COVER OF REINFORCING STEEL. ROD CLAMP CEPTACLE PEDESTAL, STANDARD WITH INTEGRAL BASE, SINGLE GANG, 12"HIGH,14 GA. STEEL, BLACK POWDER COAT PAINT, VERTICAL STYLE OPENING, 5' WIDE AND 2.5" DEEP NEMA 311 RATED. PROVIDE WEATHERPROOF GFCI RECEPTACLE PER DESRIPTION ABOVE. TREE POWER PEDESTAL BASE DETAIL REFER TO SECTION BELOW �_ 2'-1_0'_ J ANCHOR BOLT MOUNTING HOLES. (� J REFER TO MANUFACTURERS MOUNTING BASE DETAIL ANCHOR BOLTS AS REQUIRED PLAN VIEW BOLLARD POWER BY MANUFACTURER PEDESTAL FINISHED GRADE LINE IN PLANTER TROWEL SMOOTH ALL BELOW MULCH. MULCH BE ON EX WILL POSED SURFACES. TOP OF THE CONCRETE BASE \ ENSURE SURFACE IS FLUSH R WITH ADJACENT SURFACE TRANSITION TO RIGID GALVANIZED STEEL CONDUIT FOR RISER 'v CONCRETE000 PSI) I I 4#4W/#3 TIES @12'. MINIMUM 2- ON ALL IDES AND 3' AT BOTTOM J COVER OF REINFORCING STEEL. 4#4w/#3 TIES @12'. MINIMUM 2" EXTEND TO FIRM CLEAN SECTION VIEW ON ALL SIDES AND 3' AT BOTTOM UNDISTRUBED SOIL COVER OF REINFORCING STEEL. NOTES BOLLARD POWER PEDESTAL MOUNTED W HIGH ON PAINTED (COLOR RAL 7021) 4- SQUARE POLE ALIGN WITH TREE PEDSTAL SET BACK FROM PCC PLANTER CURB. PROVIDE THREADED HUB ON BOTTOM OF DISCONNECT SWITCH WITH REMOVABLE CAP HELD BY SHORT AIRCRAFT CABLE. BOLLARD POWER PEDESTAL BASE DETAIL CABINET 1GROUB4Allr UCT RIS E ED i 1#13 Ni l a 6 PH 3: 50 U II II U CLERK ) I I I 1 T Yr I 0,A 1/2 IN. EXPANSION JOINT CABINET DEPTH +6" (2) ANCHOR BOLTS ( SHAPE TOP 11 INCHES WITH FORMS. GROUND ROD 0 BOLT SPACING AND CONDUIT LOCATIONS AS SPECIFIED BY THE MANUFACTURER. CABINET CONDUIT ( RISER 'a I 1 n GROUND ROD CABINET WIDTH +6" CONTROL CABINET FOOTING I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. SS Q�OFEIOH�! F O y KENNETH C KENNETH THELEN, PE DATE Z THELEN — License Number. P2442534 P2442534 T My license renewal date is DECEMBER 31, 2023 j �b Pages or sheets covered by this seal: / O W A -V P.I-P.3 DUBUQUE STREET RECONSTRUCTION I DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE LIGHTING DETAILS IOWA CITY, IA P.1 LIGHTING CONTROL SYSTEM (LCS) NARRATIVE: 1. THE LCS SHALL BE BASED ON AN ETC DMX SYSTEM. 2. UNDER NORMAL OPERATION, THE ROADWAY LIGHTING AND THE PEDESTRIAN LIGHTING SHALL BE CONTROLLED BY EXTERIOR PHOTOCELL. LIGHTS TO TURN ON WHEN t t .' > INSUFFICIENT DAYLIGHT AND OFF WHEN PHOTOCELL INDICATES ADEQUATE DAYLIGHT. LUMINARIES SHALL BE AT 50% FROM MIDNIGHT TO 6AM. 3. THE LCS SHALL HAVE THE FOLLOWING CAPABILITIES. ant a. THE ROADWAY LIGHTING WILL BE DIMMABLE INDEPENDENTLY OF OTHER LIGHTING. 15� ° ; '; b. THE PEDESTRIAN LIGHTING WILL BE DIMMABLE INDEPENDENTLY OF OTHER LIGHTING. t c. EACH STRING OF THE CATENARY LIGHTING WILL BE DIMMABLE AND RGBW COLOR ` CHANGING INDEPENDENTLY. - d. ALL THE LIGHTING WILL BE CONTROLLED AUTOMATICALLY BY A PHOTOCELL. e. MANUAL OVERRIDE WILL BE AVAILABLE FOR USERS TO TURN ON AND OFF THE LIGHT FIXTURES. f. MANUAL CONTROLS WILL BE AVAILABLE FOR USERS TO DIM AND COLOR SELECTION OF STA 101+ THE LIGHT FIXTURES. POLE LOCATION F 1 g. CAPABILITY FOR REMOTE CONTROL USING CITY IT FIBER/DUCT STA 100+66.71, 29.67' LT LIG 1 h. INTEGRATE WITH THE CITIES EXISTING MOSAIC DESIGNER 2 SOFTWARE. 1' CONDUIT: STA 101+41.49, 26.25' LT 4. PROVIDE CONTROLLERS FOR ALL FIXTURES CALLED OUT TO BE DMX CONTROLLED. CKT. #7: 2-#10.1-#1 OG PEDESTRIAN LIGHT STA 101+73.65, 2 1' 1 1 \ c STA 100+98.57, 29.15- LT STA 101+27.66, 29.67' LT CKT. #7: 2-#10,1 I POLE LOCATION FOR OVER ROAD 1' CONDUIT: LIGHTING SYSTEM CKT. #7: 2-#10,141 OG — .Rwnr 1 O \ STA 100+5 >.49,h7.BV'LT AWAY awA z + REMOVE E TING PO E ANDILU INA ES, CITY. I ALL N�W P6LE W TH ' + I o ROADWAY LI TS PEDLCSTRIA LIGFj'rS E ON EXISTING P LE E. REFEI=D Pq)LE Wj*- \ INRIN CIRCUIT. SYSTEM ❑ ROADWAY LIGHT WITH IM CAMERA PEDESTRIAN LIGHT HANDHOLE e o PEDESTRIAN LIGHT ■ TREE POWER PEDESTAL — — ELECTRICAL CONDUIT — - — COMMUNICATION CONDUIT a BOLLARD POWER PEDESTAL POLE AND SALVAGE TO QITY INSTALL U0S P3727-PLE PANORAMIC CAMERA. CONNECT CAT6 CABLE TO HH-7 O .a r .tl o - t� 13 - - NGA IEINB�N - t _ry - \ - -r- --"" K"s STA 100+5r2-8, 11-8-7' LT - � \HH-1, TYPE II, ELECTRIC HANDHOLH IN PLANTER. CATENARY LIGHTING DUBti)QUE ST STA 101+82 86, 24.63' R \AT 0 RECONNECT EXISTING WASHIN�+TON TREET I LIGHTING CIRCUIT .I I J POLE LOCATION FO LIG OVER-ROA ING SYSTE \ I I I I 11 I ' 11' CONDUIT: I I -I — -) — - . I - CKT. #10: 410,1-#1 OG �2'CONDUIT: - — �,a,, — - — 2410,141 00, 2-#12 01 I 21 CONDUIT: _ - : — - —- I I CKT. #3: 2410,141 OG,1412 0 OV — _ STA 101+73.65, �9.67' RT I 1 I i I 1- CONDUIT I I I CKT. #7: 2-#10,1-#1 OG - — G) I I I I 1. ' +5376, 21.59' RT 3 —.... y;— _ HH-2, TYPE II, ELECTRIC H OLON PLANTER. STA 99+74.93, 57.58' RT RECONNECT-E)QSTINb ` I I EXISTING POWER SO 3 AT INTERSECTIO D RCE FOR TRAFFIC SIGNAL UpUE STREET AND IOWA I LIGH ING CIRCUIT I L I I ; 3 AVENUE. DISC kND REMOVE ELECTRICAL I — - T — a, �` I , I S 100+71.07, 26.75' RT FROM PEDESTAL I LANTER. RECONNECT TO _ _ _ — Erm I I 1' CONDUIT: 3 NEW CONTROL C BINET IN ALLEY (CKT #13) / I I/ I I c CKT. #12: 3-#8,1-#SG ? I I I I STA 100+71.40 29.67 RT I 1'CONDUIT: o I I STA 100+55.97, 21.59' RT CKT. #7: 2-#10,1-#10G r s z REMOVE E)�I TI G P LE AND LUMINARIES, I I I -T — - STA 100+82.41, 29.67' RT 1' CONDUIT: SALVAGE T I Y. IN TALL NEW POLE AND I I I I CKT. #7: 2-#10,1 #10G PEDESTRI N ,GHT . REFEED POLE WITH I NEW CIRCUIT. I I STA 1 OD+98.57, 24.63' RT ' b I I LOCATION FOR OVER -ROAD LIGHTING SYSTEM i T I I L — — — STA 100+98.57, 29.46RT I I — HH-3, TYPE 11, ELECTRIC 4 HANDHOLE IN PAVEMENT zz I STA 101+06.15, 29.67' RT a I I 1' CONDUIT: z II CKT. #7: 2-#10,141 OG 2- CONDUIT: -� CKT. #3: #10.141 OG, 2412 0-1 OV i I I I I I I -- CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101200 DESIGNED SY. K THELEN CHECKED BY: KTHELFN DRAWN BY: M FAHRER LETTING DATE DECEMBER 2023 CAD DATE 11/8/2023 4:47:27 PM CAD FILE: clpw-wakdldpw_Ie1fw1-k-31dOS84674100221012.00_P2-SHTAgn Y. Foth. w I limmiRlom MR =Mm STA 102+01.75, 57.09' RT NEW BASE MOUNTED CONTROL CABINET,120/208V, 3-PHASE, MILLBANK CT3B SERIES, NEMA 3R. SPD, METER SOCKET PER MID-AMERICAN STANDARD WITH HOA SWITCH AND PHOTOCELL. CKT 1-20OA/3P-MAIN CIRCUIT BREAKER CKT 2-30A/2P-NORTH POLE LIGHTING CKT 3.30A/2P-SOUTH POLE LIGHTING CKT 4-20A/2P-NORTH CATENARY CKT 5-20A/2P-SOUTH CATENARY CKT 6-20A/1 P-NORTH TREE POWER (GFCI BREAKER) CKT 7-20A/1 P-SOUTH TREE POWER (GFCI BREAKER) CKT 8-20A/1 P-KIOSK POWER (GFCI BREAKER) CKT 9-20A/1 P-NORTH POLE LIGHT (GFCI BREAKER) CKT 1 D-20A/1 P-SOUTH POLE LIGHT (GFCI BREAKER) CKT 11-30A/2P-NORTH BOLLARD POWER (GFCI RECEPTACLE) CKT 12-3OA/2P-SOUTH BOLLARD POWER (GFCI RECEPTACLE) CKT 13-20A/1 P-DUBUQUE STREET AT IOWA AVENUE SIGNAL POWER CKT 14-20A/1 P-SPARE CKT 15-30A/3P-SPD, 3410, #1 ON, #1 OG STA 102+01.75, 60.76' RT INSTALL A 2'W X CH X 8'D LOCKABLE NEMA 3R CABINET WITH HEATER AND FAN FOR CIRCULATION. INSTALL ETC DMX CONTROLLER FOR THE STREET LIGHTS IN CABINET. DMX CABLE SHALL BE 250V RATED. SEE LIGHTING CONTROL SYSTEM NARRATIVE FOR MORE DETAILS. DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE LIGHTING SHEETS ICNI- LIT 1 0 2' CONDUIT: CKT. #5: 5412 DMX CABLE STA 101+41.49, 24.63' RT ROADWAY LIGHT WITH PEDESTRIAN LIGHT STA 101 +41.49,29.46'RT HH-4, TYPE II, ELECTRIC HANDHOLE IN PAVEMENT 2' CONDUIT: CKT. #3: 2-#10,1-#10G, 2412 0-10V 1' CONDUIT: CKT. #10: 2410,1-#10G STA 102+10.86, 24.67' LT EXISTING UTILITY PAD -MOUNT TRANSFORMER 750kVA 120/208V,THREE PHASE STA 102+15.20,18.16' Ll 1' CONDUIT: ,. CKT. #7: 2-#10,1-#10G 70 — � � = — ?1— -1 ' CONDUIT: IY Lim NG 1-CAT6 2' NDUIT 2 A FEEDER 4#3/0 4 1S10 - - - +8 o., 29.46' RT H 5, P I, ELECTRIC HA HOL IN PLANTER � I T 11 P.2 LIGHTING CONTROL SYSTEM (LCS) NARRATIVE: 1. THE LCS SHALL BE BASED ON AN ETC DMX SYSTEM. 2. UNDER NORMAL OPERATION, THE ROADWAY LIGHTING AND THE PEDESTRIAN LIGHTING SHALL BE CONTROLLED BY EXTERIOR PHOTOCELL. LIGHTS TO TURN ON WHEN f INSUFFICIENT DAYLIGHT AND OFF WHEN PHOTOCELL INDICATES ADEQUATE DAYLIGHT. (r t L►"�" LUMINARIES SHALL BE AT 50% FROM MIDNIGHT TO 6AM. 3. THE LCS SHALL HAVE THE FOLLOWING CAPABILITIES. a. THE ROADWAY LIGHTING WILL BE DIMMABLE INDEPENDENTLY OF OTHER LIGHTING. p r DIMMABLE INDEPENDENTLY OF OTHER ING. 3• �. HCATENATING IRY LL siny — 6 { M J EACH STRING OF THE LIGHTING WILL BE DIMMABLE AND RGBW COLORE CHANGING INDEPENDENTLY. d. ALL THE LIGHTING WILL BE CONTROLLED AUTOMATICALLY BY A PHOTOCELL CITY CLERK e. MANUAL OVERRIDE WILL BE AVAILABLE FOR USERS TO TURN ON AND OFF THE LIGHT e (� Y2 10 VIA A C I f. MANUAL CONTROLS WILL BE AVAILABLE FOR USERS TO DIM AND COLOR SELECTION OF THE LIGHT FIXTURES. g. CAPABILITY FOR REMOTE CONTROL USING CITY IT FIBER/DUCT ST/ h. INTEGRATE WITH THE CITIES EXISTING MOSAIC DESIGNER 2 SOFTWARE. 1*( Q e 101 CKT. #7: 2410,141OG PEDESTRIAN 4. PROVIDE CONTROLLERS FOR ALL FIXTURES CALLED OUT TO BE DMX CONTROLLED. STA 100+98.57, 29.15' LT STA 101+27.66, 29.67' LT \ 1 I POLE LOCATION FOR OVER -ROAD 1' CONDUIT: r LIGHTING SYSTEM CKT. #7: 2-#10,141 OG STA 100+55.49,47.87BV'LT =away �+ REMOVE E TING PO E ANDILURyRINA ES, + ' o, p A T �ITY. I�TALL N� POLE W TH ( o I ROADWAY LI TS PN� PED�STRIAIJ LIGFjtS f I . :� � •u I 1 t6.25' LT :R-ROAD SYSTEM CKT. #7: 2-#10,11-#1 DG ROADWAY LIGHT 1111111141 CAMERA V PEDESTRIAN LIGHT HANDHOLE e o e PEDESTRIAN LIGHT ■ TREE POWER PEDESTAL — — ELECTRICAL CONDUIT Q BOLLARD POWER PEDESTAL — - — COMMUNICATION CONDUIT REMOVE EXISTING LUM NARIE FROM POLE AND SALVAGE TO ITY INSTALL 1XIS P3727-PLE PANORAMIC CAMERA. CONNECT CAT6 CABLE TO HH-7 ° s• - 1I. I° J TR*WORMER 750kVA AD/208V, THREE PHASE STA 102+15.20,18.16' LT 1' CONDUIT: CKT. #7: 2-#10,1-#1OG STA 100+5 . ,1 . 7 L 'CONDUIT I �HH-1, T'+'PE II, ELECTRIC HANDHOLQ IN PLANTER. CATENARY LIGHTING RECONNECT EXISTING WASHIN TON TREET I UGHTINGCIRCUIT •I 1 II I I I - .I - I I ( 2� CONDUIT: I CKT. #3: 2-#10,141 OG,1-#12 0-II OV I I ` I I I I I I i I I Q I +5 (76, 21.59' RT LHH-2,TYPE11,ELECTRIC H OL@NPLANTER. STA 99+74.93, 67.58' RT RECONNECFEIUSTING I EXISTING POWER SO RCE FOR TRAFFIC SIGNAL I LIGH ING CIRCUR Jam" AT INTERSECTIO ��Y D UQUE STREET AND IOWA I L I 1 ± AVENUE. DISC ' FROM PEDESTAL I D REMOVE ELECTRICAL LNTER. RECONNECT TO I _ _ I — T I I �F,y d� r — - — - —B'ETO I I I / I / I 0 X 1' CONDUIT: Rwl 1 OG+71.07, 26.75' RT I NEW CONTROL C BINET IN ALLEY (CKT #13) / I CKT. #12: 3 #8,1 #SG I I STA 10D+71.49, 29.67 RT / m 11' I CONDUIT: 3 D 1 1 ST I 55.97, 21.59' Wr 1 CKT. *7: 2-#10,1-#10G : REMOVE TI LE AND LUMINARIES, I _ _ STA 100+82.41, 29.67 RT _ SALVAGE IN TALL NEW POLE AND I I I 1' CONDUIT: CKT. #7: 2-#10,14110G P RI 'GHTS. REFEED POLE WITH 1 I I I NEW CIRCUIT. I STA 1 OG+98.57, 24.63' RT b I I LOCATION FOR OVER -ROAD LIGHTING SYSTEM o LI — — — STA 100+98.57, 29.46' RT HH-3, TYPE 11, ELECTRIC HANDHOLEIN PAVEMENT ZO I STA 101+06.15, 29.67' RT 1' CONDUIT: i Z II I I II CKT. #7:2-#10,1-#10G S I 11 II 2' CONDUIT: 10,1-#10G, 2412 0-10V I 3 Lu I 1 I�-- CUENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY K THELEN CHECKED BY: IL THELEN DRAWN BY M. FAHRER LETTING DATE DECEMBER 2023 CAD DATE 1 1 /612023 251:53 AM CAD FILE- clpw-workdirlpw_Ielrr#S1dO58467410022101200_P2-SHTdgn CSC Foth STA 101+82 86, 24.63 R QUE ST POLE LOCATION FO OVER-ROA CATENARY LIGHING 1-CAT6 LIGH ING SYSTEI I 1' CONDUIT: I i 2' NDUIT FEED CKT. #10:-#10,1-#1 OG � ICY 2 A FEEDER 4#3/0 �2' CONDUIT: iB1 — CKT. 1 2410, 141OG, 2412 0-10V 45, w( --- -- STA101+73.65,1.67RT b1'CONDUIT 9.46' RT CKT. #7:2-#10,1 #10G CTRIC ANTER in��I��I� G''//L N'IIi..'-' .: 2' CONDUIT: CKT. #5: 5412 DMX CABLE STA 101+41.49, 24.63' RT ROADWAY LIGHT WITH PEDESTRIAN LIGHT STA 101+41.49, 29.46' RT HH-4, TYPE II, ELECTRIC HANDHOLE IN PAVEMENT 2' CONDUIT: CKT. #3: 2-#10, 141OG, 2412 0-1OV 1' CONDUIT: CKT. #10: 2410,141 DG TS ' - .III I I � •. XRWAY STA 102+01.75, 57.09' RT I xR AY NEW BASE MOUNTED CONTROL CABINET,120/208V, 3-PHASE, MILLBANK CT38 SERIES, NEMA 3R SPD, METER SOCKET PER MID-AMERICAN STANDARD WITH HOA SWITCH AND PHOTOCELL. CKT 1-200A/3P-MAIN CIRCUIT BREAKER 2" CONDUIT CKT 2-30A/2P-NORTH POLE LIGHTING I I I I' CKT. #5: 5-#12 DMX ABLE CKT 3-30A/2P-SOUTH POLE LIGHTING CKT 4-20A/2P-NORTH CATENARY CKT 5.20A/2P-SOUTH CATENARY CKT 6-20A/1 P-NORTH TREE POWER (GFCI BREAKER) i CKT 7-20A/1 P-SOUTH TREE POWER (GFCI BREAKER) I CKT 8-20A/1P-KIOSK POWER (GFCI BREAKER) 'I I CKT 9-20A/1 P-NORTH POLE LIGHT (GFCI BREAKER) I 1 1 I ti l o CKT 10-20A/1 P-SOUTH POLE LIGHT (GFCI BREAKER) I I I I CKT 11-30A/2P-NORTH BOLLARD POWER (GFCI RECEPTACLE) I I I I CKT 12-30A/2P-SOUTH BOLLARD POWER (GFCI RECEPTACLE) I I I I CKT 13-20A/1P-DUBUQUE STREET AT IOWA AVENUE SIGNAL POWER I I I I ( I CKT 14-20A/1 P-SPARE I CKT 15-30A/3P-SPD, 3410, #1 ON, #1 OG I I 1 I STA 102+01.75, 60.76' RT I I INSTALL A 2W X 4'H X 8'D LOCKABLE NEMA 3R CABINET WITH HEATERAND I i FAN FOR CIRCULATION. INSTALL ETC DMX CONTROLLER FOR THE STREET I I IQ I I 1 I J �`7- i LIGHTS IN CABINET. DMX CABLE SHALL BE 250V RATED. SEE LIGHTING CONTROL I SYSTEM NARRATIVE FOR MORE DETAILS. I 1 DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE LIGHTING SHEETS IOWA CITY, IA P.2 STA 102+3 .22, 26.25' LT POLE LOC ION FOR OVI LIGHTING STEM I STA 102+46.81, 29.17' 1' CONDUIT: CKT. #6: 2-#10,1-#10G II1� II�I� 1 INVER V \- F —i TENARY LIGHTING ROADWAY LIGHT WITH PEDESTRIAN LIG T STA 102+ 9.51, 29.67' LT 1' CONDUI : CKT. #6: 2 #10,141 OG 0 0 ' CO DUIT: ' COIN DUIT: KT. : 2-#10,1-#10G, i -#12 0-10V a l I— 1—.—• •1 II I I II I I I I f I m ILIGHTING LEGEND I I I o II I I SYMBOL DESCRIPTION &O-E)-El OADWA HT WITH ROADWAY � CAMERA PEDESTRI ANI I HANDHOLE to r p� v v v PEDESTRIAN LIGHT I ■ TREE POWER PEDESTAL ELECTRICAL CONDUIT COMMUNICATION CONDUIT BOLLARD POWER PEDESTAL STA 103+60.23, 24.09' LT I I I m l I I ( j ' ' • -\ 1' CONDUIT: CKT. #6: 2410, 1410G STA 103+59.81, 27.01' LT m N S., 1'CONDUIT: I I CKT. #113-#8,1-8p #G II _I _Tmz - STA 103+4�.00,26.90' LT STA 103+1.2.26.2 I O1CNDUITs(C): PEDESTRI HT co1#OGKT. #6:2#t.l 1LW A03+10026.2 'T THGO OPOLE LOCATION FOVER-ROAD 0LIGTINSYSTEM — - - CATENARYI LIG HT NG STS E 6R OVER- AD CJ #4: 5-#12MX CAB EA_ O / POLE GHTINGA S EM xRWAY + 71c ( � / t L-1 S— - --r7—---—--- --- — II DUBUQUE ST 1— — ks�s sJeonR a, A STA 103+67.49, 23.95' RT I I I i Ir 1' CONDUIT: I I I \ I CKT. #6: 2-#10,1-#10G I I• I I I I I• I I _ -r >AD C as ,�•,�� ������ I■11—�0 7�1 \ 2FA NMI 1p t 1 p ME Sm .lL"4tr_ mftin 11 `■j �� � ,� �i �4 ICI I� r 2 �� ,xl ■ \� • , 1 1 y 1 S I c xR AY xR A _ xRWAY e 2 +RWA • 2' CONDUIT: STA 103+07.5 , 29.46' RT g � CKT. #4: 5412 DMX CABLE, HH-8 TYPE II, ELECTRIC o 1 °� 2-CAT 6 PLANTER STA 103+ .23,27.76' RT / m z ' CONDUIT:STA ., . ROADWAY LIGHT WIT PEDESTRIAN o CKT. #9: 2-#10,1-#10 1' CONDUIT: GHT AND AXIS Q6315tE CAMERA. 2' CONDUIT: CKT. #6: 2-#10,141013 CONNECT CAT6 C LE TO HH-9 I I I CKT. #2: 2-#10,1-#To 2-#12 0.1 OV 2' CONDUIT: STA 103 70.09, 29.46' FIT I I I i - d C. #13: 2-#6,1-#6 G CKT. #2: 2-#10,1-#1 OG, 2-#12 0-1 OV, HH-9 PE II, ELECTRIC HANDH LE IN PLANER. STA 102+35.23, 29.46' RT CKT. #13: 2-#6,1-#6 G31 RECONNECT EXISTING LECTRICAL AND 1. HH-7, TYPE II, ELECTRIC 2' CONDUIT: COMMUNICATION CABLES/CONDUIT TO SIGNAL I I I a �• HANDHOLE IN PLANTER CKT. #9: 2410,1-#1 OG, 2-CAT6 CABINET AT SE CORNER OF DUBUQUE STREET s I AND IOWAAVENUE 2' CONDUIT: STA 102+79.51, 29.67 PIT I I I CKT. #4: 5-#12 DMX CABLE 1' CONDUIT: STA 1 3+79.64, 29.66' RT I I I I I I I s I CKT. #6: 2-#10,1-#10G 1' CONDUIT: o d I 2' CONDUIT: CK7 #8: 2-#10,1-#10G r I 1-CAT6 STA 102+72.18 24.63' RT N x I c PEDESTRIAN LIGHT 2' CONDUIT: ° m CKT. *13: 2 #61 146 G, 3-CAT6 I S A 102+72.18, 29.46' RT I I I H -7, TYPE II, ELECTRIC CONNECT CO DUIT AT EXISTING H NDHOLE IN PAVEMENT,[! AVEMENT TRAFFIC SIGN L CABINET USING PROPER FITTINGS FEET E E3 Im g CLIENT PROJECT NO. 53939 FOIHPROJECTNO: 0022I01200 No DATE BY REWSION DESCRIPTION DUBUQUE STREET RECONSTRUCTION DUBUOUE STREET DESIGNED ELENMBE CHECKEDBY:KTHELEN118120 DRAWN BY R Foth E WASHINGTON STREET TO IOWA AVENUE LIGHTING SHEETS P 3 LETTING DATE DATE: EC 47:29 pECDNBER 2023 CAD DATE: 111812023 IBI2023 4:47:29 PM CAD RLE: clpw.w rkdirlpw_klhd_kmw31dO58467410022I012.00_P2_SHLdgn 1041h CITY. IA o I I I I i l I I I I LEGEND I SYLIGHTING MBOL DESCRIPTION o- I I I •- ROADWAY LIGHTCAMERA V W DETRRIANIGH s I I I I l I - t e p��_p HANDHOLE < I 1 (j lJ �+ V PEDESTRIAN LIGHT ■ TREE POWER PEDESTAL 1� STA101+72.90, 3."LT _ CONDUIT O — - — COMMUNICATION CONDUIT BOLLARD POWER PEDESTAL COMMUNICELECTRICAATION I I I I I STA 100+84.01 39.34' LT ryf(E� i57 H A , TYPE 11, COMMU ICATION I I I o ii 1-1/4' CONDUIT: STA 101+66.18, 39.32' LT HANDHOLE IN LANTER NOTE: \ —Y�Ytaf E OM HH-11 TO 132 WASHINGTON 1-1/4' CONDUIT: A CONTRACTOR SHALL COORDINATE CONDUIT STUB LOCATION o STREET. S B TO EDGE OF BUILDING, 1-TR/PR 1 @ 19 LF FROM HH-12 TO 21 S DUBUQUE WITH CITY AND PROPERTY OWNER PRIOR TO INSTALLATION. STREET. STUB TO EDGE OF BUILDING,1-TR/PR - I I V\ I e e STA 01+84.33, 33.25' LT 'CONDUIT: I I I w,o O o I \ I I O I STA 101+42.69, 39.65' LT 1-1 /4' CONDUtT: 1-1/ 1@ 0 LF FROM HH-12 TO 19 DUBUQUE n \ I STA 100+84.01, 28.04' LT 1 @ 43 LF FROM HH-12 TO 23 S DUBUQUE STREET. STUB TO EDGE OF BU LDING,1-TR/PR Q I HH-1 1 HAND TYPE II, COMMUNICATION IDLE IN PLANTER. INSTALL STREET. STUB TO EDGE OF BUILDING,1-TR/PR W HANDHOLE IN EXISTING STA 101 1-1/4'C 97.69, 39.43' LT NDUIT: 1 LOCATIO AND INTERCEPT EXISTING 2' CONDUITS: 1 @ 37 FROM HH-10 TO 17 S DUBUQUE CONDUIT FROM SOUTH 2 @ 88 LF EACH FROM STREET. STUB TO EDGE OF BUILDING, 1 -TR/PR I HH-11 TO HH-1 2, 1 -TR/PR 2- CONDUITS: \ \ I I I 2 @ 110 LF EACH FROM xRWAY I\\ Q \ \� ' 1 1I xIWAY HH-12 T HH-14, 1-T PR \ T11 I m \ ONGASAAN _....-__w __-. .__- NGA ABANJGN - __ .._... ___. .._. 1• — AS ABAN N _ _ I - - — - — - — —El - — — - — - — - \\ Smj I \ I I JI DUBUQUE ST c I I \ iJ < w3) —fo 1 C • \ m I I I Q.._ __ _ W — - — - - _ _ .. _ _... _ _ -_ _- — F;'•i Ri _ _ I - — - — - Z- - r Fw BI — - — - 1 - —.'.r — - - — — - — - — - - - -: xRWAY I I I ` \ I 1 xRWAr xRWAY xRWPY — -tiR WAY x AY T- „',!Q' /A 1 1 S STA 100+96.95, 39.22' RT STA 102+29.41. 24.26 RT I ' c I i I I 1-1/4'CONDUIT: HH-13, TYPE II, COMMUNICATION I I Iro I 2' CONDUIT: 1 @ 26 LF FROM HH-10 TO 204 E WASHINGTON HANDHOLE IN PLANTER I m I 1 @ 67 LF FROM EXISTING CONDUIT TO HH-10,1-TR/PR. STREET. STUB TO EDGE OF BUILDING,1-TR/PR ol RE -PULL EXISTING FIBER OPTIC CABLE FROM TRAFFIC CABINET AT DUBUQUE STREET AND IOWA AVENUE. STA 100+83.33, 23.21' RT 2'@ONDUITS: 2 145 LF EACH FROM HH-10 TO HH-1 3, 1-TR/PR. { I I 11 I I HH-10, TYPE It, COMMUNICATION HANDHOLE IN PLANTER RE -PULL EXISTING FIBER OPTIC CABLE FROM TRAFFIC I I t✓ � r I CABINET AT DUBUQUE STREET AND IOWA AVENUE. = ,� � I I I ;" I Q 6 I I STA 100+22.40, 41.19' RT PULL EXISTING FIBER OPTIC CABLE FROM TRAFFIC CABINET I I � I STREET AND IOWA AVENUE I I 1 I 3 1 7 I I AT INTERSECTION OF DUBUQUE Io L1 AND COIL IN LOOP AT THIS LOCATION. INSTALL NEW CONDUIT, I I I n i r— — — 7 RE -PULL EXISTING FIBER OPTIC CABLE TO TRAFFIC CABINET AT INTERSECTION OF DUBUQUE STREET AND IOWA AVENUE I I I I I R J I I I u 1 1 I I I 1 J 1 II AND RE CONNECT. CONNECT PROPOSED CONDUIT TO EXISTING USING PROPER FITTINGS. 11 1 I I c I I I I I li II I I I E I I I 0 10 I FEET IT t; S CLIENT PROJECT NO: S3939 FOTHPROJECTNCI 0022101210D NO DATE By REVISIONDESCOPRON A DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET LE NGDBY': IA DECEMER CHECKEDBY: 11/812 DRAWN BY: KWOLINER Foth COMMUNICATION CONDUIT � LETTING DATE: DECEMBER 2023 CAD DAIS 11/8/2023 4:,5:26 PM E WASHINGTON STREET TO IOWA AVENUE CAD FILE: clpW_workdlr%pw_klhd_k-31d0584674100221012.00_P3.SHT.dgn ICh'F :JrY IA PA I o I I I I I I I I I I RSYM.( I I ROADWAY LIGHT �H CAMERA PEDESTRIANLIGHT110 HANDHOL E -L ✓I r vlo I I I I s o o PEDESTRIAN LIGHT I I I I ELECTRICAL CONDUIT ■ TREE POWE ESTAI STA101+72.90, 3.04'LT BOL WER PEDESTAL I -- — COMMUNICATION CONDUIT tQ NOV -6 PM 3• 5 i I I STA 100,8i 01CONDUIT: HH-12,TYPE II,COMMU 1CATION ^ STA 101+66.18, 39.52' LT HANDHOLE IN PLANTER NOTE: 1 �aT OM HH-11 TO 132 E WASHINGTON 1-1/4' CONDUIT: CONTRACTOR SHALL COORDINATE CONDUIT STUB LOCATIO { Tr CLERK I i I \ s I I I ° STREET. S B TO EDGE OF BUILDING, 1 @ 19 LF FROM HH-12 TO 21 S DUBUQUE WITH CITY AND PROPERTY OWNER PRIOR TO INSTALLA 11"i! CITY, v (R � ^ I I r— — STREET. STUB TO EDGE OF BUILDING, 1-TR/PR OVA C 1# 1: 1 i 1 W4 I I S J\ M I I--- e e STA 01+84.33, 33.25' LT I 1-1/ 'CONDUIT: I I (3 wm! I I O _ STA 101+42.69, 39.65' LT 2 \ STA 100+84.01, 28.04' LT 1-1/4' CONDUIT: 1 @ 0 LF FIR H-12 T019 DUBUQUE ' I 1 @ 43 LF FROM HH-12 TO 23 S DUBUQUE STR ET. TO EDGE OF BU LONG.1-TR/PR O I HH-1 TYPE II, COMMUNICATION HAND IOLE IN PLANTER. INSTALL STREET. STUB TO EDGE OF BUILDING,1-TR/PR STA 101 97.69, 39.43' LT _ I IW HANDHOLE IN EXISTING 1-1/4' C NDUIT: LOCATIO AND INTERCEPT EXISTING 2' CONDUITS: ^ 1 @ 37 FROM HH-10 TO 17 S DUBUQUE CONDUIT FROM SOUTH 2 @ 88 LF EACH FROM STREET. STUB TO EDGE OF BUILDING,1-TR/PR I m I HH-11 TO HH-12,1-TR/PR 2- CONDUITS: r \ I\ I I I s 2@ 110 LF EACH FROM \ C \ I .a Y HH-12 T HH-14, 1-T PR zRWAY - I zAWAY - - I I m - r N N N - - — Nra E nooN - - - _N E210)E.f— — — -t--- I I I I I \ I I DUBUQUEST \ � I I m ,y-o- - - - - o I- - -- - - � .. - _ o � - \ - - -Wrb - FMB, - - I - - - - - - - r- Fo B, - - - - I - - - - F - - - - - - - - - - At 3_1 ^ / ■ - - — - L- m� I V zRWAY xRWAY �tiRWnyv 1 I xaWAY x •' ° 5 10 I i I I I I I o STA 100+96.95, 39.22' RT 1-1/4' CONDUIT: STA 102+29.41, 24.25 RT ml I I I I I HWII 3, TYPE II, COMMUNICATION I I z0 I If I may' 2' CONDUIT: 1 @ 26 LF FROM HH-10 TO 204 E WASHINGTON HANDHOLE IN PLANTER I 0 m N 0m I I I I m ( 1 @ 67 LF FROM EXISTING CONDUIT TO HH-10,1-TR/PR. RE -PULL EXISTING FIBER OPTIC CABLE FROM TRAFFIC STREET. STUB TO EDGE OF BUILDING,1-TR/PR CABINET AT DUBUQUE STREET AND IOWA AVENUE. STA 100+83.33, 23.21' RT 2' CONDUITS: 2 @ 145 LF EACH FROM HH-10 TO HH-13, 1-TR/PR. ' HH-10, TYPE II, COMMUNICATION HANDHOLE IN PLANTER RE -PULL EXISTING FIBER OPTIC CABLE FROM TRAFFIC I I 1 -1STA 100+22 40 Al 10' RT CABINET AT DUBUQUE STREET AND IOWA AVENUE. I o a ¢ i / mlug iJ � i t 1 J I I 1111 I j l II LI — — — r 1 II PULL EXISTING FIBER OPTIC CABLE FROM TRAFFIC CABINET AT INTERSECTION OF DUBUQUE STREET AND IOWA AVENUE AND COIL IN LOOP AT THIS LOCATION. INSTALL NEW CONDUIT, RE -PULL EXISTING FIBER OPTIC CABLE TO TRAFFIC CABINET AT INTERSECTION OF DUBUQUE STREET AND IOWA AVENUE AND RE -CONNECT. CONNECT PROPOSED CONDUIT TO EXISTING USING PROPER FITTINGS. 7 1 I I I I I I I I I I I I I ti l o I I I I I I m� I I II II II II I I II I I I I I ? I I I I I I 1" I m I I ✓/ N I- %,<UENT PROJECT NO: S3939 roTH PROJECT NO 00221012.00 DESIGNED BY: M. FAHRER CHECKED BY 1 WTTT DRAWN BY: K WOLLNER 5 LETTING DATE DECEMBER2023 CAD DATE 1116/2023 2:55:55AM CADRE: clpw_workdlr%pw_IeImo51dOSS4674100221012.00_P3_SMAgn NO DATE BY REVISION DESCRIPTION Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE 101W CITr. IP. DUBUQUE STREET COMMUNICATION CONDUIT NMI PA STA 102+86.83, 36.44' 1-1/4' CONDUIT: 1 @ 17 LF FROM HH-14 TO 9 S DUBUQUE STREET. STUB TO EDGE OF BUILDING,1-TR/PR STA 02+80.25, 23.04' LT HH-14, TYPE I, COMMUNICATION HAIi DHOLE IN PLANTER STA 102+27.58, 39.57 LT 1-1/4' CONDUIT: 1 @ 66 LF FROM HH-14 TO 13 S DUBUQUE STREET. STUB TO EDGE 01 BUILDING, 1-TR/PR r. STA 102+58.9 , 25.78' LT 1 -1/4 CONDUIT: 1 @ 21 LF FRO HH-14 TO 11 S DUBUQUE STRE . STUB TO EDGE OF BUILDIN 0, 1-TR/PR r. ° I II I II s l FLIGHTING r •i—L—•—•I ' I o II I I I 1 LEGEND SYMBOL DESCRIPTION I 'I ROADWAY I WITH m I I IJ �LJ PEDESTRIAN LIGHTGHT E) PEDESTRIAN LIGHT Ip] HANDHOLE I �' I I ■ TREE POWER PEDESTAL I J I _ _ ELECTRICAL CONDUIT I I I I 0 BOLLARD POWER PEDESTAL STA 103+64.44, 28.42' LT I I � N I W — - — COMMUNICATION CONDUIT 1-1 /4' CONDUIT: 1@ 24 LF FROM HH-15 TO 1 S DUBUQUE J I I Q NOTE: STREET. STL B TO EDGE OF BUILDING, 1 -TR/PR I I I I I 3 CONTRACTOR SHALL COORDINATE CONDUIT STUB LOCATION WITH CITY AND PROPERTY OWNER PRIOR TO INSTALLATION. STA 102+93.6 31.75' LT 1-1/4'CONDUI I I I 1 f I 1 @ 19 LF FRO HH-14 TO 7 S DUBUQUE I I I I r ® m o — -I— s wra STREET. STUB TO EDGE OF BUILDING,1-TR/PR STA 103+12.32, 2Y26' LT 1-1/4"CONDUIT:- 1@ 33 LF FROM H -14 TO 5 S DUBUQUE STREET. STUB TO ZDGE OF BUILDING, 1 -TR/PR F2' COND ITS: ° 2@ 103 F EACH FROM I I I J I I I I a 0 HH-14T HH-15,1-TR/ I — IN ". OWN J ��jiL i31' I�1 5 I 1 7Z 2' CONDUITS: �- 2 @ 154 LF EACH FROM F RE -PULL EXISTING FIBER c STA 10 CABINET AT DUBUQUE S- +51.47, 39.41' RT d 1-1/4' NDUIT: 1 @ 33 F FROM HH-13 TO 12 S DI ' I I STREEll STUB TO EDGE OF BUILD I STA 102+29.41, 24.25' RT i HH-13 TYPE II COMMUNICATION +� TO HH-1 6, 1 -TR/Pg. CABLE FROM TRAFI AND IOWA AVENUE. ;J 1-TR/PR A t HANDHOLE IN PLANTER I I I STA 103+14.58, 39.18' RT ' I I 1-1/4' ONDUIT: 1 @ 77 LF FROM HH-16 TO 6 S UBUQUE r I I STRE . STUB TO EDGE OF BUILDIN 1-TR/PR ' II E � � 1 ? II ' I m = CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012100 R DESIGNED BY: M FAHRER CHECKED BY: 1. WIT DRAWN BY: K WOLLNER �? LETTING DATE: DECEMBER 2023 CAD DATE 1 1l8/2023 4:45:32 PM CAD FIE clpw_w rkdirlpw_MIWd_km 31dO584674100221012.00_P3.SHT.dgn xRWAY KOOi / I I a\ I I I \ xRY/Av + 1 r , I I I J STA 103+ 9.�, 15.62' UT \ I I - -A 15, TYPE f6 COMMUNICATION I J / HANDHOLE IN P♦,ANTER \ I = ------ A- I _ o DUBUQUEST 1 @ 49 LF FROM H-16 TO 4 S DUBUQUE STREET. TUB TO EDGE OF BUILDING 1-TR/PR I — — — — I i _ re,. 2' CONDWTS: 2 @ 33 LF EACH FROM _Hit-1Cfp1-TR/PR I. I I I I � I � I � \ ♦ I 1/ I I \ I � I I I I I I • I � � � � / I • \ Wi61 ` L FI I ' I STA 103+79.55,18.62' RT HH-16, TYPE II, COMMUNICATION - - - - - - - - HANO OLE IN PLANTER serr;— t— - — - — - — - — c2'—I--cre�-- /------_-1 U,R— If13 z I 1-1/4' CONDUIT: I I I I I 1 @ 33 LF FROM HH-16 TO 2 S DUBUQUE STREET. STUB TO -EDGE OF BUILDING,1-TR/PR I I I 2' CONDUIT: 1@ 15 LF FROM HH-1 5 TO HH-9,1-TR/PR. I I I I I it RE -PULL EXISTING FIBER OPTIC C LE FROM TRAFFIC I D I I I CABIl IET AT DUBUQUE STREET 0,ND IOWA AVENUE. y I 12 I I I I I I CONNECT PROPOSED CONDUIT TO I I I EXISTING USING PROPER FITTINGS. I RECONNECT FIBER OPTIC CABLE T TRAFFIC CABINET i I I o I i I I ^ I ` LZ� FEET Foth DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE COMMUNICATION CONDUIT 10:;< -IT/. Ir' P.5 1 @ 17 LF FROM HH-14 TO 9 S DUBUQUE STREET. STUB TO gDGE OF BUILDING, 1-TR/PR IN PLANTER 1.1/4' CONDUIT: 1 @ 66 LF FROM HH-14 TO 13 S DUBUQUE STREET. STUB TO EDGE 01 BUILDING,1-TR/PR STA 102+58.9 , 25.78' LT 1 -1/4 CONDUIT: 1 @ 21 LF FRO HH-14 TO 11 S DUBUQUE STRE . STUB TO EDGE OF BUILDIN G, 1-TR/PR e, I II I II � I z I '. I-1-.-• I Q I I I I I I I I II 1 I I SYMBOL DESCRIPTION I I LIGHTWI !B CAMERA I T I I I I U" U U PED STRIAN UG I I I III t1o" eo PEDETT HANDHOLE i � I II ■ TREE POWERPEDESTAL II CAL E CONDUIT BOLLARD POWER PEDESTAL _A 103+64.44,28.42'LT I I l COMMUNICATION CONDUITQ 1-1/4"CONDUIT: I I I V� I b ( I Q 1@ 24 LF FROM HH-15 TO 1 S DUBUQUE I I I I a NOTE: STREET. STU B TO EDGE OF BUILDING, 1 -TR/PR I I I I I 3 C CTOR SHALL COORDINATE CONDUIT STUB LOCATION I I ITH CITY AND PROPERTY OWNER PRIOR TO INSTALLATION. STA 102+93.6 31.75' LT 1-1/4' CONDUI : 1 @ 19 LF FRO HH-14 TO 7 S DUBUQUE STREET. STUB TO EDGE OF BUILDING,1-TR/PR STA 103+12.32, 27'16' LT 1-1/4'CONDUIT: 1 @ 33 LF FROH -14 TO S S DUBUQUE STREET. STUB M TO -DGE OF BUILDING.1-TR/PR 1 I I I 2' COND ITS: ° I II I �� 2 @ 103 F EACH FROM 1 I 0 HH-14T HH-15,1-TR/ I u . 1 I"mo 2' CONDUITS: 2 @ 154 LF EACH RE PULL EXISTIN 3 I � CABINETATO TO HH-1 6, 1 -TR/Pg. CABLE FROM TRAFFIC AND IOWA AVENUE. STA 10 +51. 9.41' RT 1 @ 3 FROM HH-13 TO 12 S DUB UE ST STUB TO EDGE OF BUILDING 1-TR/PR STA 102+29.41, 24.25RT i o HH-13, TYPE II, COMMUNICA + HANDHOLE IN PLANTER STA 103+14.58, 39.18' RT 1-1/4' ONDUIT: 1 @ 77 LF FROM HH-16 TO 6 S PUBLIQUE STRE . STUB TO EDGE OF BUILDIN 1-TR/PR I I I II CLIENT PROJECT NO: S3939 FOTH PROJECF NO: 00221012,00 DESIGNED BY M. FAHRER CHECKED BY: J. WITT DRAWN BY: K WOL NER LETTING DATE: DECEMBER 2023 CAD DATE: 111612023 2:57:11 AM CAD FILE: clpw_workdirlpw_ielmif51dOS84674100221012.00.P3-SHLdgn - :RWAr O� / I , \ ace I I I 1 :RWAY STA 103+ 9.40,15.62' LIT -, G sr_zin-- 3 I I HH- , 5Elk E B, COMMU{�ICATION \ \ I / HANDHO IN PtANTEft ,I I = \ ` ICJ ^^ - � I 2' CONbIjTS: I I 142 I DUBUQUE ST I —I I 2 @ 33 LF EACH FROM _ W 15 T01HH-16'p1-TR/PR \ I + 7/ I I. A r f-- - -- ,-- I. - -�- - - - ._. ��-(((��� ._ - _ T�(WIBI - - \-�- \ -` - I f I> Wtft) I _ I - - - I- _ _. - - - - -. I F I 1 I , A 1 - - - - - - - - - - - - 1�- STA 103+ 9.55,18.62' RT - - - `^ HH-16, TYPE II, COMMUNICATION- _ HANDHOBE IN PLANTER f s v - - 1 I '®1 I ,� T-- --- - - - - -- 1 = — B, — r — — — — — I I � AY 4- _ _ — IIUI] — - _ BT— _ — _ —1a1 I ' RWAY- l / 3 STA 103+42.15, 9.36' R7 1-1/4' ONDUIT: 1 @ 49 LF FROM I iH-16 TO I 1 N k- 4 S DUBUQUE STREET. STUB TO o I m ti � fST o"�J EDGE OF BUILDING 1-TR/PR STA 103+58.539.45' RI 4CONDR1-1I / L •..".. 1@ 33 LF FROM HH-16 TO 2 S DUBUQUE STREET. STUB TO -EDGE OF BUILDING, 1-TR/PR 2' CONDUIT: 1 @ 15 LF FROM HH-1 6 TO HH-9,1-TR/PR. I I RE -PULL EXISTING FIBER OPTIC CA BLE FROM TRAFFIC CABII IET AT DUBUQUE STREET kND IOWA AVENUE - CONNECT PRO POSED CONDUIT TO EXISTING USIN PROPER FITTINGS. fl I I l I I I I I I I I I RECONNECT FIBER OPTIC CABLE ' I I s 10 TRAFFIC CABINET I I I I 1 Z9p- FEET I 1 1 o A � Foth E WDUBUQUE STREET RECONSTRUCTION DUBUQUE STREET ASHINGTON STREET TO IOWA AVENUE COMMUNICATION CONDUIT P.5 IOWA CITY, IA R C. e-o-e�- ROADWAY LIGHT WITH CAMERA PEDESTRIAN LIGHT O HANDHOLE �e PEDESTRIAN LIGHT ■ TREE POWER PEDESTAL — — ELECTRICAL CONDUIT 0 BOLLARD POWER PEDESTAL — - — COMMUNICATION CONDUIT NOTE: CONTRACTOR SHALL COORDINATE CONDUIT STUB LOCATION WITH CITY AND PROPERTY OWNER PRIOR TO INSTALLATION. II 1 — O I O O CD N O O 1° �J O O IA I I I I I I I I e R STA 500+24.24,18.79- LT HH-13, TYPE IL COMMUNICATION HANDHOLE IN PLANTER ❑ E6 I 2' CONDUITS: ° ee Owv 1 2 @ 163 LF EACH FROM k— ° ru HH-13 TO HH-17,1-TR/PR 1 � FB III � l A 381NAY — x p _ _ T TPD O — _ _ — — _ _ _ T _ — — —F0. — _ _ _ — — — � — L — FJ? _ —_ .y f0.7(6i� — — — _ — — — — —� = '¢ — — —\— — — F _ _ _ — F�NBI — 1 — — ——bFdr _ _=7H)=_=— = �F—�Bl �. F01 1 •ip61 F Ll_— i — I ft)T — — T� _ — _ — F�YeI — — — FO/el — <�: f+; — — — — — — — F — cYel— FO(Rl '� i 1 — FOi Bi _. _ _ '3B — — — _ — _ — — — — — — F. AWA- °F = x WAY D vv I STA 501+76.81, 8.09' RT I HH-17, TYPE II, COMMUNICATION I I I I I AASHTO H-20 LOAD RATING I ( HANDHOLE IN PAVEMENT. INSTALL I NEW HANDHOLE IN EXISTING I I LOCATION AND INTERCEPT EXISTING CONDUIT FROM EAST I ^ 3 I I I I II 3 OWE II I # III I I I I I I G limm"Imull 31 PG" CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 002201 I2A0 NO DATE BY REVISION DFSCRIPDON E DESIGNED BY: M FAHRER CHECKED BY: J. WTTT DRAWN BY: IC WLLNER 5 LETTING DATE DECEMBER 2023 CAD DATE 11/8/2023 4AS:33 PM CAD FILE dpW_workdirlPw_klNd_km 31dDS&4674100221012.00_P3_SHT n # Foth, DUBUOUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOW6 CITY_ IA An 0 10 rN- F DUBUOUE STREET COMMUNICATION CONDUIT P.6 IN US , ROADWAY LIGHT WITH 111111110 CAMERA v "+ v >J PEDESTRIAN LIGHT 10 HANDHOLE E) 0 E) PEDESTRIAN LIGHT ■ TREE POWER PEDESTAL ELECTRICAL CONDU BOLLARD POWER PEDESTAL COMMUNIC CONDUIT NOTE: CONTRACTOR SH COORDINATE CONDUIT STUB LOCATION I WITH CITY ROPERTYOWNERPRIOR TOINSTALLATION. It It It R - O CD O O—� O O O v !\I Op O e IIIII STA 500+24.24,18.79' LT HH-13, TYPE II, COMMUNICATION HANDHOLE IN PLANTER O EB 2' CONDUITS: 9 EB I OW 2 @ 163 LF EACH FROM —- ' HH-13 TO HH-17, 1-TR/PR 0Fe I Li _ II u;— 6IIILL #1 —F01101— — ' — FaDI — — — — — — — FaD ' I _ - _ — _ _ _ — — — — — _ — — — WeJ — — — — — — F0I81 — FOI 1 -_' _ _ — — — r— _ — _ — — — — — F0/BI — — — - _ _ cre� — — — — — — — — — — \ — — — Fa = _ — — —' — — _ — — FOib'.I _ — _ — _ — -� — — aW — — — = = _ -- fa8/— FOIRI _ _ _ _ _ p FaeJ — —1 O —Fca;c.,— _ — FN81 — 4R-— — — — — i Illl1 F:r) — — — — fcle) — — �. — —n — O F R WAV D I STA 501+76.81. 8.09' RT HH-17, TYPE II, COMMUNICATION HANDHOLE IN PAVEMENT. INSTALL NEW HANDHOLE IN EXISTING I I I LOCATION AND INTERCEPT EXISTING CONDUIT FROM EAST I � I I I r' V o III I I I I � W p..v . , -- c) y. F _ --I c cr) lT1-<r i I I II QV ( I I �.v I CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012,00 DESIGNED BY: JA FAHRER CHECKED BY: J. WIfr DRAWN BY: IL WOLLNER LETTING DATE DECEMBER 2023 CAD DATE: 1 1/6/2023 2.57:43 AM CAD FILE: clpw_workdlApw_k1m951d05846 74100221Dl2.00_P3_SHTdgn Foth DUBUQUE STREET RECONSTRUCTION IE WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA DUBUQUE STREET COMMUNICATION CONDUIT gAAA�,t 0 10 4SN� F� P.6 LEGEND REMOVE STORM INTAKE O STA 100+68.58, REMOVE GAS VALVE BY OTHERS O 13 REMOVE AND SALVAGE LIGHT POLE REMOVE GAS VALVEBYOTHERS I9 REMOVEAND SALVAGE LIGHT POLE REMOVE 25LFOFWATERMAIN 25 31 RT TO 37 REMOVE WATER VALVE BOX 22.5E LT STA 707+16.69, 8.64 LT STA 107+79.26, 2783 LT STA 102+01.07, 30.91 Lt STA 102i41.98, 28.24 RT STA 107 +93.96,9.24 STA 107+62.5Z 733 RT I REMOVEAND SALVAGE O 8 PROTECT GAS RISER WITH SLEEVE 14 REMOVE GAS VALVE BY OTHERS 20 ADJUST ELECTRICAL BOY BY OTHERS REMOVEWATERVALVEBOX 26 STA 101+93.86, 27.97 RT 38 REMOVE 36 7 LF OF SANITARY SEWER ® AD)USTMENT PARKING METER STA TO1+2718, 39.38 Lt STA 101+82.13 30.15 Lt STA 102+10.86, 20.96 Lt STA 702+26.75, 10.20 RT 32 REMOVE WATER VALVE BOX STA 100+45.27, 8.82 LT TO O PROTECT STA 100+75.77, 26.32 LT REMOVE AND SALVAGE LIGHT POLE OREMOVEANDSALVAGE LIGHTPOLE 75 REMOVECLEANOUT 21 REMOVE STORM SEWER INTAKE 27 ADJUST GAS VAL VE BY OTHERS STA 707+9705, 38.87 RT STA 104+0586M 9.41 LT OSTA 700+8789, 2786 LT STA 107+25.14 2799 LT STA 107+89.84, 1742LT STA 102+23.99,23.37 LT STA 102+22.45,29.73Rt 33 REMOVE HYDRANT STA 101+86.58, 2765RT 39 REMOVE WATER VALVE BOX STA 101+44.77, 717 RT Q RELOCATE � I I REMOVE GAS VALVE BY OTHERS 10 REMOVE133LFOFSTORMSEWER 16 REMOVE AND SALVAGERAILTOOWNER 22 REMOVE SIGN 28 REMOVE ELECTRICAL MANHOLE O REMOVAL 4 I 0 STA 701+07.39, 28.21 Lt STA 100+68.58, 22.58 LT TO STA702+00.00, 23.15 LT STA 701+96.19, 37.85 LT TO STA 702+01.08, 37.74 LT STA 102+34.25,2724 LT STA 702+757Z 30.44 RT ® ADJUST GAS VALVE BY OTHERS STA 101+77.84 29.57 Rt 40REMOVE ELECTRICAL MANHOLE STA 101+3243 2746 RT TREE REMOVAL VALVE BYOTHERS GAS BY OREMOVEELECTRCIALBOX 23 OREMOVEWATERVALVEBOX 29 X i OREMOVEGAS STA 101+06.7Z 76.820 0 REMOVE VALVE OTHERS STA 29.00 17 ADJUST MANHOLE BY OTHERS STA102+39.00,2715LT STA107+99.24,10.01RT 35 REMOVE AND SALVAGE LIGHT POLE 41 REMOVE AND SALVAGE LIGHT POLE PAVEMENT REMOVAL I ELECTRICAL BOX 701+62.35 Lt STA 107+90.40, 73.21 Lt ®REMOVEGASVALVEBYOTHERS 30 REMOVE WATER VALVE BOX STA 101+74.84, 28.06 RT STA 101+30.41, 2793 RT KI SIDEWALK REMOVAL ©REMOVE STA 107+10.15, 27.48 LT 12 REMOVE ELECTRICAL BOX STA 101+69.39, 2705LT 18 REMOVE WATER VALVE BOX STA 107+99.00, 23.38LT STA 702+44.36, 27 74 Lt STA101+94.10,9.92RT 36 REMOVE ELECTRICAL BOX STA 701+61.66, 2772 RT 42 &4NDONANDPLUG343LFOFWATERMAIN 19 STA 100+72.17, 4.77TO BRICK PAVER REMOVAL I I E) 22 21 MIDWESTONE BANK TA 104+74.44 8.O8 RT 023 Y \ q--�-,- MIDWESTONE BANK(TRUSTEE) T MI R HA J. 73_ S DUSUOUE ST WHICH WICH MACHT LLC 21 S DUBUQUE ST Y0 223 BABY CO MACHT LLC (TRUSTEE) ALICE PARRY LLC HAYWOOD e. BELL 13 S DUBUQUE S7 FAMILY TRUST PRAIRIE LIGHTS CAFE BUOUE ST ALL VALVE BOXES AND HYDRANTS SHALL BE SALVAGED TO CITY E WASH NGT _ r _- � 132 E WASHINGTON _ ® yT >�., m RAY UN 53 \ \ \ 1 $ B xiLWAV � � � \ � \� OG \\, \ L I l I A < + +: ac ti .I\ 1 - Is , , 6-., Au L:J O \ ._ ..._! ._. _.._ SA.Wi!`�- / - !Ilrs.' ` /" :/:, 1 .�" /- ` Ark - ;, i38 \ / X" ', ;ti: i i %- %:' S� % j" ;` w T /` a ; L : _0 _.... .. L... t I y y Nr � � I 17SDU 19 S DUBUQUE ST '° PULLMAN BAR & DINER 'MARIKS NOODLE CAFE � n 15 30 i 3 if el k 32 � F �i fi � .-->•.� 5 10 00 I rn z I o I \" OREMOVEANDSALVAGELIGHTPOLE STA 100+90.49, 2795 RT OREMOVEAND SALVAGE LIGHT POLE 51 STA ❑ADJUST GAS VALVE BY OTHERS 59 STA 102+18.00, 4747' RT o ❑ N� 54 I Z I OREMOVE WATER VALVE BOX 44 STA 100+87.OZ 8.54 RT 700+5597, 21.59 RT 52 PROTECT EXISTING LIGHT POST ❑ ADJUST GAS VALVE BY OTHERS 32 60 US BANK NATIONAL ASSOCIATION STA 102+14 7Q 52 25' RT iJJ I ti1J L 1 a REMOVE STORM SEWER INTAKE STA 99+86.45, 24.43 L7 53 REMOVE SIGN 204 E WASHINGTON ST REMOVE FIBER HANDHOLE PROTECT CONDUIT US BANK 67 STA 100+84 01, 2735' LT I I STA 700+74.8Z 19.72 RT STA 99+82.54, 41 73 LT 3 I I ♦ OREMOVE 45LFOFSTORM SEWER STA 100+59.92, 19.69RTTO OREMOVEANDRELOCATETRAFFICSIGNALBOX, COORDINATE WITH CITY 62 EMOVEANDSALVAGE LUMINAIRE FROM POLE STA 100+74.82 79.72 RT STA 99+74.97, 57.51 RT STA 102+09.62 2739' LT r I REMOVE AND SALVAGE HYDRANT STA 100+65.68, 26.77 RT 55 REMOVEANDSALAVGELIGHTPOLE STA 100F5549,1787LT PROTECT FIBER HANDHOLE STA 102+1297, 26.83'LT I I I m ❑ I I WATER VALVE 56 REMOVESIGN OREMOVEFIBERMANHOLECOORDINATEWITHLUMEN STA 102+0597, 18.00'RT I I ®ADJUST STA 100+6521, 2524 RT STA 100+55.75,13.94 LT 0 0 0 0 0 0 Q I I m 49 REMOVE 8 LF OF STORM SEWER STA 700+68.58 23.56 LT TO BANDON AND FILL 57 24 LF OF STORM SEWER 65 EMOVEAND SALVAGE LIGHT POLE STA 700+28.09, 44.OT RT I I m . STA 100+6858,22.58LT STA 102+00.00, 23.15 LT TO STA102+23.99,23.37LT 166 REMOVELFCONCRETE DUCT BANK COORDINATE WITH LUMEN 6STA 100+39.55,1769'RTTO 1J S0 ABANDON VAULT, SEE V-SHEETS STA 101+39.80, 32.86 LT ® ADJUST ELECTRIC MANHOLE BY OTHERS STA 702+16.54, 39.72' RT STA 102+05.92,78.03' RT C CLIENT PROJECT NO: 53939 FOTHPROJECTNO: 00220D12.00 NO DATE BY REV610N DESCRPBON DUBUQUE STREET RECONSTRUCTION Foth DUBUQUE STREET E DESIONEDBY: TLECTAIR CHECKED BY: MFMIRER DRAWN BY. TLECAIR E WASHINGTON STREET TO IOWA AVENUE REMOVALS �? LETTfJC' DATE: DECEk46ER 2023 CAD DALE: 111612023 1:40:53 PM i CAD FILE clpw_workdlrlPw_kllvd_km 3IdO5S4674100221012.00_LSHTdOn 1041, CIiY. IA r' I f 33 FFF 1 LLC(HALF) 8 FFF A F 14UE ST SPOR N 71 C-� �1. V cn -1 I FEET INw0 EI 1a 18 016 r. 15 Cnanl r DUSS(TRUSTEEI 13 ALICE PARRY LLC L MONDANARO. JAMES A. OM INC ceanl BINELLA FAMILY LLC P. DUSS REV. 7RUST'� 5 S DUBUQUE S7 ygSlLl LLC 1 S DUBUQUE ST 13 S DUBUQUE CAFE 11 S DUBUQUE ST 9 S DUBUQUE ST 7 S DUBUOUE ST nllal IN UNDERGROUND ST. BURCH TAVERN PRAIRIE LIGHTS MICKV'S IRISH PUB MASALA INDIAN CUISINE CATHERINE'S BOUTIQUE / / 7. iffrm-79 R 60 i ' ,i i5 i 4; 4 LEGEND Ll 0 1 ! � i ADJUSTMENT - ® O PROTECT o 29 II _ I I Q RELOCATE I O II ° O O REMOVAL TREE REMOVAL ' - 27 PAVEMENT REMOVAL 2s ® SIDEWALK REMOVAL . 26 - - BRICK PAVER REMOVAL L % \1 ✓\ 1° ALL VALVE BOXES AND HYDRANTS �-/ \ SHALL BE SALVAGED TO CITY \ \- - - - - - - - - - - _ 53 REMOVE ELECTRIC MANHOLE STA 102+83.57, 2Z 59 RT OREMOVELIGHTPOLE STA 102+79.63, 2792 RT - ' � \ THERS Q REMOVE GAS VALVEOTHERS STA 702+76.19, 2Z39 Rt M .I f' . l _ \ \"~ \ } -,) 56 REMOVE WATER VALVE BOX 18 \ \ �,1 �� \ \ V - - - - - - - - - - - - - - - \ STA 102+6729, 9.94RT :' , ! - :7" _ ' \ 7 REMOVE WATER VALVE BOX OSTA 102+64.83 41.26 RT ORSEMOVEWATERVALVEBOX - - - TA 102+6234, 39.20 RT 38 \ 59 REMOVE WATER VAAVE BOX STA 702+59.49 6.97 RT 39 c,e, .... ... _77... .._. _. _..®REMOVE GAS VALVE BYOTHERS _. .. { STA102+4723,28.33Rt 62 9 61 REMOVE WATER VALVE80X 37 STA 102+45.83, 702 RT 62 REMOVE KIOSK 268 STA 103+82+24, 38.57 RT REMOVE WATER VALVE BOX REMOVE WATER VALVE BOX ADJUST ELECTRCIAL MANHOLE BY OTHERS REMOVE GAS VALVE BY OTHERS OSTA 102+45.11,39.03LT 14STA103+09.23,38.90LT 27STA 103+70.61,32.13Lt ®STA 103+61.5Q28.70Rf�`i� t 63REMOVEMANHOLETOPONLY % STA 104+0DOI, 22.72 LT r O REMOVE WATER VALVE BOX 15 REMOVE WATER VALVE BOX ® PROTECT TRAFFIC POLE 41 REMOVE WATER VALVE BOX m - 33 f % /I I, - j : 71 \ a STA 702+45.68. 38.85 LT STA 103+09.23, 36..90 LT STA 103+80.76, 27.29 Lt STA 103+56.33,8.40 RT '-' ,'i I ,% i /" i / I ! OREMOVE SIGN / STA 704*02+35, 700.70 RT I I O REMOVE LIGHT POLE OREMOVE WATER VALVE BOX OREMOVE HYDRANT AND SALVAGE 70 CITY 4Y REMOVE WATER VALVE BOX %:% : II % p I i ' 3 16 29 t" % i ! j STA 102+g782 27.38 LT STA 103+16.54, 2785 LT STA 103+97.94, 47.40 Lt STA 103+44.03 47.62 RT / Y / I 1 I :il i V %l D 1 65 REMOVE SIGN ' y REMOVE WATER VALVE BOX I % j ` ; D I STA 104+02.4$ 110.33 RT O REMOVE STREET CAFE BY OTHERS OREMOVE STREET CAFE BY OTHERS REMOVE SANITARYMANHOLE O I j L Y 1 I 4 STA 102+50.91, 19.73 LT 17 STA 103+17.10, 18.63 LT 30 STA 704+05.86, 9.47 LT STA 103+43.78, 42.10 R7 I m I 66 REMOVE BIKE RACK AND DISPOSE / REMOVE 171 LF OF CONCRETE DUCT BANKADJUST FIBER MANHOLE BY OTHERS REMOVE ELECTRICAL BOX BY OTHERS I %` / LL ' STA 103+98.69, 98.43'RT 18 31 REMOVE OSTA703+44.70,2758RT g �.. COORDINATE WITH LUMEN STA 103+76.07, 15.54'RT OSTA 104+76.79, 47.01 RT TO i / % i I OREMOVE BIKE RACK AND DISPOSE STA 702+05.58,18.08'RTTO I ' 67 STA 104+1546, 11 Z 70 RT REMOVEWATER VALVE BOX / i %:i .Y i STA 103+99.21, 111.89' RT � STA 103+76.07, 1554'RT REMOVE WATER VALVE BOX 45 = I .' I I ISSTA 703+17.25, 38.42 LT REMOVESIGN STA 103+46.04, 9.69 RT % %" % o ADJUST ELECTRIC MANHOLE, BY OTHERS 32 PROTECT ELECTICAL CABINET �� II . ` © OSTA 104+0250, 74.08 RT i O �' STA 102+67.15, 1573Lf REMOVE WATER VALVE BOX :'t '' I .%%%%� I I STA 103+9303, 43.75'RT g }/ I . �i 20 REMOVE WATER VALVE BOX 46 Y STA 103+31.77, 38.47 LT 33 REMOVE HYDRANTAND SALVAGE TO CITY STA 103+35.95, 787 RT %.,% / 31 ,: i I REMOVE GAS VALVE &V4THERS �'' OREMOVE GAS VALVE BY OTHERS 0STA 703+99.25,51.59 Rt 1 j' I 69 " STA 102+74.96, 2749 Lt REMOVE LIGHT POLE li %' / '1 STA 102+44.52, 27.74',� OREMOVE ELECTRAL BOX ; x 21 STA 103+2729, 26.98 LT REMOVESIGN 47 STA 103+2Z 16, 28.22 RT ADJUSTER VALV REMOVE ELECTRICAL BOX O I 70 i ® STA 104+02.58, 48.27 RT I/ j / %' ❑ STA 1 77 6.68' ! `# STA 102+80.39, 2723 LT REMOVE WATER VALVE BOX REMOVE GAS VALVE BY OTHERS I : ' 1 I ! STA 103+20.53, 28.68 R[ ,� i STA 103+37.74, 38.45 LT REMOVE SIGN REMOVE125'LFOFSTORMPIPE 35 y i % f I 71 AVUSTWAME VALV� i 9 STA 103+96.74, 43.25 RT l i O STA 102+23.99, 23.31 LT TO ADJUST ELECTRICAL MANHOLE BY OTHERS STA 102 .213G3.86' R� ate... 23 REMOVESIGN � i STA 104+05.86, 9.41 LT STA 703+42.36, 26.31 LT PROTECT TRAFFIC POLE 49 Sta 703+09.1z 2278 Rt % % /` �� j I ,� 3 i % � 72 REMOVV`V& x OLEAP STA703+93.16,39.85Rt jet 10 REMOVE WATER VALVE BOX OREMOVE LIGHT POLE 50 REMOVEWA77TtVALVEBOX I% %' i / %g I SAA10S_+ 7. ERAST TY OSTA 702+86.03,2733LT 24 O �j` I/ i I STA103+�j.�( dZ63' STA 103+48.47, 2Z34 LT ❑ADJUST ELECTRCIAL MANHOLE BYOTHERS STA 103+06.52, 10.20 RT 6 I i REMOVE ELECTRICAL BOX REMOVE STORM SEWER MANHOLE 37 STA 103+79.36, 32.69 Rt p t / O51 REMOVE WATER VALVE BOX k 11 25 6 /`` % ♦ `1 .r E' O 38 STA 103+79.36, 32.69 R[ REMOVE WATER VALVE BOX -- c {' ! / / /1 i / / 1 Sta 102+9p 17 28 05 Lt STA 103+49 00, 19.02 LT ADJUST GAS VALVE BY OTHERS STA 703+10 66, 722 RT �y REMOVE GAS VALVE BY OTHERS REMOVE LIGHT POLE AND / 1 D - '- 12 STA 703+02.96,2765Lt 26 SALVAGE TO CITY REMOVE ELECTRICAL MANHOLE 52 STA103+00.84,10.61RT Li % % / j" I I ❑ �FEET i STA 103+70.76, 26.26 LT 39 STA 103+68.81, 30.67 RT- E 13 REMOVELIGHTPOLE 9 STA 103+0783, 2766 LTIEET W. ! rr ® I CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 002M12.00 BY REVISION DESCRIPBON DUBUQUE STREET DESIGNED BY: TLECWR CHECKED BY: MFAHRER DRAWN BY: TLECWR #Foth DUBUQUE STREET RECONSTRUCTION LETTING DATE DECEMBER 2023 CAD DATE 11/612023 1:39.58 PM E WASHINGTON STREET TO IOWA AVENUE REMOVALS P.Z } CAD FRE clpw_wakdlrlpw_IelArd_km 3ld0584674100221012.00_R_SWAgn NO DALE IOWA CITY. IA 36 KINGMUMMY LLC 6 S DUBUOUE ST DEADWOOD TAVERN t It 35 FFF 1 LLC(HALF) & FFF 2 LLC(HALF) 10 S DUBUOUE ST SPORTS COLUMN It it 34 FFF 1 L C(HALF) 8 FFF 2 LLC(HALFI 17S DUBUOUE ST C) SPORTS COLUMN } N t It 33 FFF 1 LLC(HA F) 8 FFF 2 LLC(HALFI 14 S OUBUOUE ST SPORTS COLUMN D EB 0 ES O EB t It 39 IOWA CITY DOWNTOWN PROPERTIES LLC 9n E IOWA AVE Fi RAY'S LIVE 8 DIVE QPROTECT ELECTRICAL BOX STA 501+46.24, 9.52' RT 16 REMOVE STORM INTAKE STA 501+48.21, 0.34 LT E O REMOVE OLD BUILDING FOUNDATION Q PROTECT UTILITY POLE ,1 STA 503+30.47, 10.28' RT STA 501+50.07, 765 Lt 9 O REMOVE INTAKE 18 REMOVE CONDUIT STRUCTURE ? STA 500+81.88 0.19 LT STA 507+52.81, 9.78' LT O REMOVE 44 LF OF STORM SEWER STA 500+81.88, 0.19 LT TO 19 PROTECT ELECTRICAL BOX STA 501+72.32, 9.14' RT STA 501+25.61, 0.62 LT 5 20 REMOVE PIPE STURCTURE o © REMOVE CONDUIT STRUCTURE STA 501+78.80, 9.00 LT STA 507+07.99, 9.46' RT o REMOVE PIPE 21 ADJUST FIBER MANHOLE BY OTHERS STA STRUCTURE D STA 501+19.70, 9.44 RT 501+76.87, 8.09 RT SUPPORT POLE BY OTHERS 22 ADJUST TELEPHONE MANHOLE BY OTHERS ®PROTECTAND STA 501+78.07, 6.91 Rt STA 507+87.87, 5.67 LT 23 REMOVE CONDUIT STRUCTURE O REMOVE STORM MANHOLE STA 507+89.26, 10.16' LT 3 STA 501+25.61, 0.62 LT = MAHOLE BYOTHERS 24 ADJUST FIBER MANHOLE BY OTHERS STA 10 ADJUST TELEPHONE STA 501+33.27, 5.91'LT 501+93.23, 9.79 LT Q ` TELEPHONE PEDESTAL BYOTHERS 25 REMOVE CONDUIT STRUCTURE 11 ADJUST STA 501+31.84, 9.78'RT STA 507+95.59,9.61'RT B 26 ADJUST TELEPHONE PEDESTAL, BY OTHERS 12 ADJUST GAS VALVE BYOTHERS STA 501+42.22, 5.36' LT STA 507+98.79, 9.03'RT PEDESTAL, BY 27 ADJUST TELEPHONE PEDESTAL, BYOTHERS 9.47RT 13 ADJUST TELEPHONE OTHERS STA 501+45.89, 8.03' LT STA 501+99.62, MANHOLE BY OTHERS 28 ADJUST GAS VALVE BYOTHERS 14 ADJUST FIBER STA 507+3796, 5.29' RT STA 507+96.94, 8.27 LT s CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101200 DESIGNED BY: T. LECLAIL CHECKED BY: IA FAHRER DRAWN BY: T. LEC AIR 5 LETTING DATE pECEMBEk 2023 CAD DATE 1 1 /612023 1:4306 PM 3 CAD HIE: clpw_wmkdlApw_lellvd_kmw3ldO5846741002M i 2A0_R_SHLdgn 0�m r 40 00 LLC 213 E IOWA AVE GEORGE'S BEST GYROS it I It LEGEND ADJUSTMENT O PROTECT Q RELOCATE LC O REMOVAL X TREE REMOVAL PAVEMENT REMOVAL ® SIDEWALK REMOVAL BRICK PAVER REMOVAL ALL VALVE BOXE AND HYDRANTS t t BE%AL ED TO CITY 41 1900 LLC O 717 219. 221 E IOWA AVE O CAPITO SQUARE CONDOMINIUMS CD N PLAYERS SPORTS BAR 8 GRILL M O O ; .: AL EY WAY; 29 ADJUST TELEPHONE PEDESTAL, BY OTHERS STA 501+98.54, 8.90' LT 30 ADJUST TELEPHONE PEDESTAL, BY OTHERS STA 507+99.48, 9.44' LT 31 REMOVE 129 LF OF STORM SEWER STA 507+25.61, 0.62 LT TO STA 502+54.94, 0.29 RT 32 ADJUST TELEPHONE MANHOLE BY OTHERS STA 502+1757, 4.00 RT 33 PROTECT UTILITY POLE STA 502+29.30, 7.75 Rt OREMOVE CONDUIT STRUCTURE STA 502+40.25, 9.62, RT 35 ADJUST TELEPHONE PEDESTAL, BY OTHERS STA 502+51.48, 8.90' RT 36 ADJUST TELEPHONE PEDESTAL, BY OTHERS STA 502+52.78 9.03' RT QPROTECT UTLITY POLE STA 501+79.00, 9.38 Lt O38 REMOVEAND PLUG PIPE STA 501+42.86, 9.31 RT ®PROTECT UTILITY POLE STA 507+55.06, 10.13' RT OPROTECT STORM DRAIN STA 507+96.59, 9.87 Lt 47 PROTECT UTILITY POLE STA 502+29.93 8.69 Lt ADJUST TELEPHONE PEDESTAL, BY OTHERS 42 STA 502+70.62 9.91' L T O O 42 n � I I I EB n �_� ---1-� ---- -- - - U------ - - - - _ ... ..._.. 46 .. 4 57 Lj (�13 3 _ 33 32 - - - - `I .n �,-. # Foth ®ADJUST TELEPHONE PEDESTAL, BY OTHERS STA 502+72.57, 8.15' L T O ADJUST FIBER MANHOLE BY OTHERS STA 502+75.77, 745'LT 45 EMOVE STORM SEWER INTAKE STA 502+72.60, 0.40' RT ®ADJUST TELEPHONE PEDESTAL, BY OTHERS STA 502+99.80, 70.37 RT EI47 ADJUST TELEPHONE MANHOLE, BY OTHERS STA 502+81.88, 3.92' LT O48 PROTECT UTILITY POLE STA 503+07.96, 717 LT PROTECT UTILTIY POLE 49 STA 503+02.59, 8.58' RT O50 REMOVE 95 LF OF STORM SEWER STA 502+72.60, 0.40' RT TO STA 503+66.91, 8.92' RT 51 ADJUST TELEPHONE MANHOLE BY OTHERS STA 503+51.26, 4.75' LT 52 ADJUST TELEPHONE PEDESTAL, BY OTHERS STA 503+60.84, 8.44' LT 53 REMOVE STORM SEWER INTAKE STA 503+64.51, 9.03' RT OREMOVE STORM MANHOLE STA 503+66.91, 8.92' RT 55 ADJUST ELECTRIC MANHOLE BY OTHERS STA 503+6774, 0.41' RT O56 REMOVE STORM SEWER INTAKE STA 503+71.85, 7 7 79' RT DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ALLEY WAY REMOVALS a --4 .* € i l C I�10 FEET R.3 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets ' Does not include curb _ ' Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. 2 Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation " PCC Sidewalk O Distance* A Elevation Slope Acceptable Constructed Range Staking Req it d on this Quadrant. 1 Measured Slope Initials 4 t� n p [�� I>< - ! 1 `�� Remarks FOR VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos . or Ne . % S106 S105 Sloe S1ol Sloe S105 __�_ S105 S104 5101 S102 5101 S104 S104 S103 _ S102 S103 _ S126 5125 S120 S121 _ S120 S125 S125 S124 S121 S122 S121 S124 S124 S123 S122 S123 5155 5156 S154 S153 __ S154 S156 -1-Ramp S156 S157 S153 S152 S153 S157 S157 S158 S163 S162 5150 5151 _ 5150 S162 S162 S161 S151 S152 5151 S161 S161 S160 S152 S158 S152 S160 S160 S159 S158 S159 S213 S212 _ S200 S201 S200 S212 _ S212 S211 _ S201 S202 S201 S211 S211 S210 S202 S208 S202 S210 S210 S209 S208 S209 S205 S206 S204 S203 5204 5206 S206 S207 S203 S202 - S203 S207 S207 S208 S250 S251 _ S251 S252 S251 S263 S263 5262 S252 S253 S252 5262 5262 S261 _ S253 5254 S253 S261 S261 S255 5254 S255 S258 S257 �Ramp S259 S21 57 S259 S2amp S257 5256 S260 S261 Ramp Running Slope 6 2.88 0.18 6.3% 0.5% to 8.3 Ramp Running Slope 6 5.62 0.39 6.9% 0.5% to 8.3% _ Ramp Cross Slope _ 68.00 0.08 1.0% 0.1% to 2.0% Ramp Running Slope 6 5.62 0.23 4.1% 0.5% to 8.3% Landing/Turning Space _ 6-- 4.78 _ -0.02 � -0.4% 0.1% to 2.0% Landing/Turning Space 6 8.00 +_ -0.08 -1.0% 0.1% to 2.0% Landing/Turning Space 6 4,75 -0.04 _-0.8% 0.1% to 2.0% Landing/Turning Space 6 8.00 -0.10 T -1.3% 0.1% to 2.0% T ,Ramp Running Slope 6 _ 1.06 0.06 5.7% 0.S% to 8.3% Ramp Running Slope 6 10.04�_ 0.65 6.5% 0.5% to 8.3% , Ramp Cross Slope 6 7.91 0.15 1.9% 0.1% to 2.0% Yes Ramp Running Slope 6 10.15 0.62 6.1% 0.5% to 8.3% Landing/Turning Space 1 6 10.00 0.15 1.5% 0.1% to 2.0% Landing/Turning Space 6 7.91 _ _ 0.12 1.5% 0.1% to 2.0% Landing/Turning Space 6 9.94 0.15 1.5% 0.1% to 2.0% _ Landing/Turning Space 6 1 7.82 0.12 1.5% 0.1% to 2.0% '�-- Ramp Running Slope _ 6 4.02 __ 0.26 6.5% 0.5% to 8.3% _ Ramp Running Slope 6 -_ - 8.02 0.50 6.2% 0.5% to 8.3% Cross Slope 5- 8.00 0.08 1.0% 0.1% to 2.0% Ramp Running Slope 6 L 8.02 0.54 6.7% 0.5% to 8.3% Ramp Running Slope 6.. 6.00 0.13 2.2% 0.5% to 8.3% _ Ramp Cross Slope 6 1 8.00 0.12 1.5% 0.1% to 2.0% Ramp Running Slope _ 6.'6.00 0.09 1.5% 0.5% to 8.3% Ramp Running Slope _ 6 2.66 0.01 0.4% 0.5% to 8.3% _ Ramp Running Slope _ 6_ 6.04 0.21 3.5% 0.5% to 8.3% Ramp Cross Slope 6 8.00 0.12 1.5% 0.1% to 2.0% Ramp Running Slope _ 6 6.04 0.21 3.5% 0.5% to 8.3% Ramp Running Slope 6 6.00 0.15 2.5% 0.5% to 8.3% Ramp Cross Slope 6 8.00 0.12 1.5% 0.1% to 2.0% Ramp Running Slope 6 6.00 0.15 2.5% 0.5% to 8.3% Landing/Turning Space 6 8.00 0.08 1.0% 0.1% to 2.0% Landing/Turning Space 6 8.00 0.12 1.5% 0.1% to 2.0% _Landing/Turning Space 6 8.00 0.07 0.9% 0.1% to 2.0% Landing/Turning Space 6 8.00 0.11 1.4% 0.1% to 2.0% Ramp Running Slope _ 6y! 1.35 0.07 5.2% 0.5% to 8.3% Ramp Running Slope 6 6.25 0.41 6.6% 0.5% to 8.3% _ Ramp Cross Slope 5 _ 8.00 0.12 1.5% 0.1% to 2.0% Ramp Running Slope 6 �LL-6.25 0.41 6.6% 0.5% to 8.3% - Ramp Running Slope _ 6 6.00 0.30 5.0% 0.5% to 8.3% Ramp Cross Slope 6 8.00 0.12 1.5% 0.1% to 2.0% .Ramp Running Slope ._ 6-�- 6.00 0.30 5.0% 0.5% to 8.3% Landing/Turning Space 6 8.00 0.12 1.5% 0.1% to 2.0% Landing/Turning Space - _ 6 8.00 0.12 1.5% 0.1% to 2.0% _ Landing/Turning Space 6 1 8.00 0.12 1.5% 0.1% to 2.0% Landing/Turning Space 6_8.00 0.12 1.5% 0.1% to 2.0% Ramp Running Slope 6 1 2.52 e.06 2.4% 0.5% to 8.3% Ramp Running Slope 6 8.14 0.49 6.0% 0.5% to 8.3% Ramp Cross Slope 6- 8.00 0.12 1.5% 0.1% to 2.0% Ramp Running Slope _ 6 8.14 0.49 6.0% 0.5% to 8.3% Ramp Running Slope 6 _I 6.00 0.25 4.2% 0.5% to 8.3% Ramp Cross Slope 6 8.00 0.12 1.5% 0.1% to 2.0% Ramp Running Slope _ _ 6_ 6.00 0.25 4.2% 0.5% to 8.3% j Ramp Running Slope _ 6 2.50 -0.02 -0.8% 0.5% to 8.3% Ramp Running Slope 6 8.34 0.11 1.3% 0.5% to 8.3% Ramp Cross Slope 6 �, 6.00 -0.11 `_ 1.8% 0.1% to 2.0% _ Yes Ramp Running Slope 6 1 _ 8.34 0.10 1.2% 0.5% to 8.3% - Ramp Running Slope 6 6.00 0.07 1.2% _ 0.5% to 8.3% Ramp Cross Slope 6 �- 8.00 0.12 -1.5% � 0.1% to 2.0% Ramp Running Slope _ 6 _ 6.00 0.07 _ 1.2% - 6.5% to 8.3% _-Landing/Turning Space 6 8.00 0.12 -- 1.5% 0.1% to 2.0% -Landing/Turning Space _ 6,j� 8.00 -0.12 -1.5% 0.1% to 2.0% Landing/Turning Space 6-I 8.00 0.12 1.5% 0.1% to 2.0% Landing/Turning Space.-_ 6- 8.00 -0.12 -1.5% 0.1% to 2.0% Running Slope 61.29 0.07 5.4% _0.5% to 8.3% amp Running Slope 6 6.35 0.32 5.0% 0.5% to 8.3% Cross Slope 6 8.00 -0.04 -0.5% 0.1% to 2.0% amp Running Slope 6 6.35 0.48 7.6% 0.5% to 8.3% Yes Ramp Running Slope 6 6.00 0.24 4.0% 0.5% to 8.3% _. _..._�... `--; .., 1 :, - Sloe .__ ._...._.____ 5101 S102 99+86.67 -36.81 683.76 99+81.05 -36.86 684.15 99+76.27 -36.91 684.13 99+76.23 -28.93 684.03 _ 99+80.98 -28.89 684.07 99+86.59 -28.84 683.84 99+89.47 -28.81 683.66 100+41.83 -12.56 683.54 100+41.83 -22.60 694.19 100+41.83 -32.60 684.34 100+49.64 -32.65 684.46 100+49.74 -22.71 694.31 100+49.74 -12.56 683.69 100+49.74 -11.50 683.63 160+41.93 15.37 683.39 100+41.93 21.41 683.60 100+41.93 27.41 683.75 100+35.93 27.41 _ 683.62 100+27.91 27.41_ _ 683.12 100+23.89 35.41 682.94 100+27.91 35.41 683.20 100+35.93 35.41 683.74 _ 100+41.93 35.41 _ 683.83 100+49.93 35.41 683.94 100+49.93 27.41 683.87 100+49.93 21.41 683.72 100+49.93 15.37 683.51 100+49.93 12.70 683.50 104+02.93 -29.39 685.57 103+96.69 -29.39 685.98 _ 103+90.69-29.39_ _ 686.28 103+90.69 23.39 686.03 103+90.69 -15.25 685.54 103+82.69 -12.73 685.60 103+82.69 -15.25 685.66 _103+82.69 -23.39 686.15 103+82.69 -29.39 686.40 103+82.69 -37.39 686.52 103+90.69 -37.39 686.40 103+96.69 -37.39 686.10 104+02.93-37.39- 685.69 104+04.29 -37.39 685.62 _103+82.64 12.73 685.55 103+82.64 15.23 685.53 103+82.62 23.58 685.64 103+82.61 29.58 685.71 103+82.60 37.58 685.83 103+90.60 37.59 685.71 103+96.60 37.60 685.47 104+02.95 37.61 684.99 104+04.24 37.61 684.92 104+02.96 29.61 685.03 103+96.61 29.60 685.35 103+90.61 29.54 685.59 _103+90.62 23.59 685.52 103+90.64 15.25 685.42 100+99.52 -24.09 684.20 101+03.84 -31.00 684.81 101+03.84 -39.41 684.94 101+08.93 -39.40 684.95 101+08.93 -31.00 684.84 201+08.93 -27.82 684.75 _ 101+04.61 -20.91 684.24 103+36.82 24.09 685.99 103+32.51 31.00 _ 686.60 103+32.51 39.34_ 686.73 103+27.42 39.24 686.64 103+27.42 31.04 686.52 103+27.42 27.82 _ 686.51 103+31.73 20.91 685.92 5103 S104 _ S105 S106 _ _S120 S121 S122 _ S123 S124 5125 S126 S150 S151 _ S152 5153 T 5154 _ 5155 5156 S157 S158 S159 S160 S161 _ S162 S163 5200 5201 S202 S203 1 1 5204 S205 S206 --S207 _ 5208 S209 ! S210 5211 S212 S213 5250 S251 S252 S253 S254 S255 5256 S257 S258 S259 5260 S261 5262 _ S263 _ S300 S301 S302 _ S303 5304 S305 S306 S350 _ S351 S352 5353 _ S354 5355 35 S6 PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAIR PROJECTDATE: DECEMBER2023 CHECKED BY: M.FAHRER-0CADDATE: 11142023 6:46:63AM DRAWN BY: T.LECLAIR CAD FILE: op«_wdedldpw_VeWW%32961122I012.00_S_Sheetsxlw NO DATE BY REVISION DESCRIPTION Fa DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA PEDESTRIAN RAMP GEOMETRICS SHEET N0. S.1 ^.t W cn --1 c-i M r'n M W c.n PROJECT NO: PROJECTDATE: D0221012.00 DESIGNED BY: T. LECAIR DECEMBER2023 CHECKED BY: M.FAHRER DUBUQUE STREET RECONSTRUCTION SHEET NO. CAD DATE: 1114/2023 6:4653AM DRAWN BY: T. LECLAIR FIJUE WASHINGTON STREET TO IOWA AVENUE S.2 CAD FILE C:� wmkch" 16ttM063298101012.00--S Sh s.zlsm IOWA CITY, IA PEDESTRIAN RAMP GEOMETRICS 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets * Does not include curb 1 Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. z Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation " PCC Sidewalk z O Distance* A Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? 1 Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. % 5260 5256 Ramp Cross Slope 5256 5255 Ramp Running Slope 5300 5301 Ramp Running Slope 5300 5306 Ramp Cross Slope 5306 5305 Ramp Running Slope 5301 5305 Ramp Cross Slope 5305 5304 4-Ramp Running Slope 5301 5302 _Landing/Turning Space 5301 5304 : Landing/Turning Space 5304 5303 Landing/Turning Space _ 5302 5303 Landing/Turning Space 5350 5351 Ramp Running Slope 5350 5356 Ramp Cross Slope 5356 5355 Ramp Running Slope 5351�. 5355 Ramp Cross Slope 5355 _ ' 5354 Ramp Running Slope 5351 5352 Landing/Turning Space 5351 5354 _Landing/Turning Space 5354 5353 I Landing/Turning Space 5352 5353 TLanding/Turning Space 6 8.00 0.12 1.5% 0.1% to 2.0% 6 6.00 0.24 4.0% 0.5% to 8.3% 6 8.15 0.61 7.5% 0.5% to 8.3% Yes 6 6.00 0.04 0.7% 0.1% to 2.0% 6 8.15 0.51 6.3% 0.5% to 8.3% 6 6.00 � -0.06 -1.0% 0.1% to 2.0% 6 3.18 0.09 2.8% 0.5% to 8.3% 6 8.42 � 0.13 1.5% 0.1% to 2.0% 6 5.09 0.03 0.6% 0.1% to 2.0% 6 8.40 0.11 1.3% 0.1% to 2.0% 6 5.09 0.01 0.2% 0.1% to 2.0% 6 8.15 0.61 7.5% 0.5% to 8.3% Yes 6 6.00 � -0.07 -1.2% 0.1% to 2.0% _ 6 8.15 �- 0.59 7.2% 0.5% to 8.3% I 6 6.00 f� -0.09 -1.5% 0.1% to 2.0% 6 3.18 4- 0.01 0.4% 0.5% to 8.3% 6 8.34 F_ 0.13 1.5% 0.1% to 2.0% 6 � 5.09 -0.08 -1.5% 0.1% to 2.0% 6- 8.24 �. 0.12 1.4% 0.1% to 2.0% 6_i__ 5.09 -0.09 -1.7% 0.1% to 2.0% Yes � _ _ _ NO DATE BY REVISION DESCRIPTION I f ' - CLJENT PROJECT NO: $3939 FOTH PROJECT NO: 0022p1200 n DESIGNED BY: T. LECIAR CHECKED BY: M FAHRER DRAWN BY: T. LFQAIR LETTING DATE DECEMBER 2023 CAD DATE 1 1 /412023 758:26 AM zi CAD FLE: clpw_w rkdirlpw_Ie1MId0584674100221012A0_S_SHT.dgn S124 S123 S122 Z S121 i S12 S160 5 S126 S163 S162 S161 s S159 6.1 % 1/2' EXPANSION JOINT 0.4./,.l 3.5% 2.5 % 1/2' EXPANSION JOINT 0 0 un S150 S151�1 6.5= 3.5% �2.5% S158 S120 • • • • • • • b�� S152 0 N N F- S153 --� 1.5% S157 d Lu C a 0] N � S156 1.0% ae S154 w 1 1/2' EXPANSION JOINT S1 55 -- -- 00+001 1/2" EXPANSION JOINT I S106 S100 1.0% wl S105 l„ A/ aR 1.0% ae 101 / a, S 1.3 % 102 1/2 IN EXPANSION m• �_�REVISION DESCRIPTION E WASHINGTON ST J DUBUOUE STREET RECONSTRUCTION DUBUOUE STREET Foth I E WASHINGTON STREET TO IOWA AVENUE SIDEWALK nwn rm in i ,ram, ,yr CM OGV IOWA AVE 1/2' EXPANSION JOINT S213 S259 S258 1/2' EXPANSION JOINT 0200 1. ae t — S257 00+V0L S212 ,o ,p o ,o o— S201 �256 S211 J ( o o) S202 S261 S260 a • _ S203 • • • • • • • • S2E 41% 6.0% S204 y S263 i.2% t.o' S210 N N LLJ 1/2' EXPANSION JOINT 1 ° CY N 1/2' EXPANSION JOINT M S207 co S250 4.2% 6.0% S205 1.3% q 1.2' S208 S206- % S251 \ -SGSL z.a% 0.8% S255 S254 CD w CYN w cn a �g- a o 5 �r FEET - PROIECTNO: $3939 FRER PROJECT NO: 002210I2.00 DESIGNED T.LECLAIRMBE CHECADDBY: F11/412 R DRAWN BY. T. 58:31 R DESIGNED BY,DATE LETTING DATE DECEMBER 2023 CAD DATE I I/4I2023 758:31 AM NO DATE BY — -- - — - — — � - Foth IE DUBUQUE STREET RECONSTRUCTION WASHINGTON STREET TO IOWA AVENUE DUBUQUE STREET SIDEWALK SA CAD FILE clpw_workdirlpw_kIMId05846741002M 12.00_5_SHLdgn - IOWA CITY, IA CLIENT PROJECT NO: $3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. LECIAR CHECKED BY: Al FAHRER DRAWN BY: T. LFCIAIR LETTING DATE: DECEIABER 2023 CAD DATE 11/412023 7:58:32 AM CAD FILE: cipw_worlcdiApw_Ie1MId058167410022M)12A0_5_SHT.dgn omm S350 w 1/2" EXPANSION JOINT c) LJJ .✓ .....y n.sawrrw S356 so S35 S35CY m 0.4 Ai' i"I 3> CA SZ+£0L S355 S353 # Foth. S306 1/2' EXPANSION JOINT 00+10L S300 Lu C v m 0 DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE SIDEWALK IOWA CITY, IA 0 5 NR F �►�� 0 s yNCFEET S.5 Waterproofing Notes: A waterproofing system shall be applied to the top surface of the structural slabs. The waterproofing system shall extend up the face of the existing building and onto the sides of the hatch to approximately 3.5" above the top of the structural slab. The waterproofing system shall also extend down along the sides of the vault to approximately 6" below the bottom of the structural slab. The waterproofing system shall be composed of the following components: 1. A cold -applied, sing le-compoment waterproofing compound; W.R. Meadows Hydralastic 836 or approved equal. 2. A spun -bonded polyester reinforcing fabric; W.R. Meadows Reinforcing Fabric HCR or approved equal. 3. A multi -ply protection course composed of a mineral -fortified asphalt core between two outside layers of asphalt -impregnated reinforced mats; W.R. Meadows Protection Course or approved equal. The waterproofing system shall be installed in a continuous manner in accordance with the manufacturer's recommendations. Following installation of the waterproofing system, the Contractor shall restrict equipment operations and material placement on the vaults that may result in damage to the waterproofing system. Any damage to the waterproofing system shall be repaired by the Contractor at no cost to the City. CLIENT PROJECT NO: $3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: S. INGERSOLL CHECKED BY: T. CM DRAWN BY: S. INGERSOLL LETTING DATE: JANUARY 2024 CAD DATE: 1 1/3/2023 12:07:21 PM CAD FILE: clpw-workdirlpw-ie11oe1dO584678100221012.00-BRG.dgn General Notes: The structural slab for each vault was designed for an H5 vehicle live load and a 0.075 ksf pedestrian live load. All slab reinforcing steel is to be supported at intervals of not more than 3'-0" in either direction as outlined in the Iowa DOT Standards Specifications. The reinforcing supplied for the structural slabs shall be Grade 60 reinforcement in accordance with the Iowa DOT Standard Specifications. All reinforcing shall be epoxy -coated. Minimum clear distance from face of concrete to near reinforcing bar is to be 2" unless otherwise noted or shown. Formwork support the structural slab may be removed as soon after 5 calendar days as the concrete has developed a flexural strength of at least 575 psi. When Maturity Method (according to Iowa DOT Materials I.M. 383) for strength determination is used, the flexural strength of 575 psi will be required. The days of age will depend on the Maturity Curve for the concrete mix used. Structural slabs shall not be subjected to loads other than the load caused by the weight of the concrete itself until the concrete has reached a minimum age of 7 calendar days and developed a flexural strength of at least 575 psi. Specifications: Design: AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017. Construction: Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, current series, plus applicable General Supplemental Specifications, Developmental Specifications, Supplemental Specifications and Special Provisions Design Stresses: Design stresses for the following materials are in accordance with the AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017: Reinforcing steel in accordance with AASHTO LRFD Section 5, Grade 60. Concrete in accordance with AASHTO LRFD Section 5, f'c = 4.0 ksi. Estimated Vault Quantities Item No. Item Code Item Unit Total As Built Quantity 1 2599-999910 Vault Structural Slab, 1 S Dubuque St. LS 1 2 2599-999910 Vault Structural Slab, 5 S Dubuque St. LS 1 3 2599-999910 Vault Structural Slab, 7 S Dubuque St. LS 1 4 2599.999910 Vault Structural Slab, 9 S Dubuque St. LS 1 5 2599-999910 Vault Structural Slab, 11 S Dubuque St. LS 1 6 2599-999910 Vault Structural Slab, 19 S Dubuque St. LS 1 7 2599-999910 Vault Abandonment and Filling, 23 S Dubuque St. LS 1 8 2599-999910 Vault Hatch and Waterproofing, 1 S Dubuque St. LS 1 9 2599-999910 Vault Hatch and Waterproofing, 5 S Dubuque St. LS 1 10 2599-999910 Vault Hatch and Waterproofing, 7 S Dubuque St. LS 1 11 2599-999910 Vault Hatch and Waterproofing, 9 S Dubuque St. LS 1 12 2599-999910 Vault Hatch and Waterproofing, 11 S Dubuque St. LS 1 13 2599-999910 Vault Hatch and Waterproofing, 19 S Dubuque St. LS 1 Item No. Estimate Reference Information 1 Includes removal and disposal of existing vault ceiling structure and hatch. Includes removal and disposal of top of existing vault walls. Includes all costs associated with temporary removal and reinstallation of sprinkler system components. Includes temporary removal and reinstallation of lighting and electrical facilities. 2 Includes removal and disposal of existing vault ceiling structure and hatch. Includes removal and disposal of top of existing vault walls. Includes all costs associated with temporary removal and reinstallation of sprinkler system components. Includes temporary removal and reinstallation of lighting and electrical facilities. 3 Includes removal and disposal of existing vault ceiling structure and hatch. Includes removal and disposal of top of existing vault walls. Includes all costs associated with temporary removal and reinstallation of sprinkler system components. 4 Includes removal and disposal of existing vault ceiling structure and hatch. Includes removal and disposal of top of existing vault walls. 5 Includes removal and disposal of existing vault ceiling structure and hatch. Includes removal and disposal of top of existing vault walls. Includes relocating active water lines. Includes removal of abandoned gas lines. Includes temporary removal and reinstallation of lighting and electrical facilities. 6 Includes removal and disposal of existing vault ceiling structure and hatch. Includes removal and disposal of top of existing vault walls. 7 Includes removal and disposal of existing vault ceiling structure. Includes removal of lighting system. Includes closure of existing doorways. Includes coring holes in floor. Includes furnishing, placing and compacting granular backfill. 8 - 13 Includes furnishing and installing the hatch and waterproofing system. Foth I DUB INGT STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY. IA I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the Is of the State of Iowa. �OFESS/O w�� —S. It tu0 11/03/23 J. SCOTT INGERSOLL, P.E. DATE J. SCOTT INGERSOLL Z License Number: 17556 17556 My license renewal date is DECEMBER 31, 2024. Pages or sheets covered by this seal: � P ° /OW V.1 - V.9 GENERAL VAULT NOTES V.1 26 ]: v m I �y> vn 25 Iwao I mc� i I CJcm 2mr co cTaF OmO I I 1 ---------- I 24 I nNi I _ I I O 23 I I See Sheet V.9 CUENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: 5, 940ERSOLL CHECKED BY: T. C IPA DRAWN BY: S. INGERSOLL LETTING DATE JANUARY 2024 CAD DATE 1 1/3/2023 1297:25 PRI CAD FILE: dpw_workd Apw_Ie1Im1d058467810022101200.BRGdpn o�m N I 22 y Z=0 OC: r mmo o� n m I z -aD Iy NCO Z C O C =mn >CIz A ) z I o ny may I C.)a I rr^Or0 n Ayr G5 yA I LA my m I C coo ME m I o�3 m I AC A I C7 m O Z v A C m I m y Cv� .0 y w O 0 I i I <mn (� Dubuque St. Vault Location Plan =z Foth DUBUOUE STREET RECONSTRUCTION VAULT SITE PLAN E WASHINGTON STREET TO IOWA AVENUE IOWA CITY. IA V.2 39'-6' 39'-6' 37'-6' 1'-0' 12'-6" 4'-0 23'-0" Remove Shoring Posts (Typ.) Remove Existing Hatch Remove Existing Concrete Slab & Insulation Hatch #4 @ 12" O.C. Longitudinal ---- � I § -- -- 9------ Pi 3: si �I II II II I I Ill II II. II II I I I I I I I I III II II II II II II II I� I I I I #5 12j' O.C. }}Trransverse IIII II II II I I I I II II I I I M Soo IIII IIII IIII �II�I =ITI =dIlI IIII IIII lI�I II II II I, I I I IIII IIII IIrI ==1I=I ==1III n , �`llA{:-�.ti( /W CITY,A IIII II II II II II II II II I 1 li II II II II II II II II II II II II II II II II II II II II I II Remove Existing 6' I I I I I I I I II I I I I I I I I I I I I I I I I I I I [-Beams (Typ.) 4", I II II II II II III II II II —I-I--'7—rll---II---Ir--Ii---It--t-I—_T II II II III II T—-ICI——---——— ——— ————————————— Remove Partition Wall Doorwa Do."-.(2) #5 x 8'-0" (2) Add'I #5 Each Side of Hatch #5 x 8'-0" Above Doorway (Typ.) #4 x 5'-0" (Typ.) 1 S Dubuque St. - Removal Plan z� 1 S Dubuque St. - Structural Slab Plan �z� Removal Notes: Structural Slab Notes: #4 @ 12' O.C. Longitudinal Building Owner shall remove all items and equipment not Face of Existing Bldg. #5 @ 12" D.C. Transverse Existing vault wall thicknesses and interior dimensions are permanently secured to the vault prior to the start of construction. 4" Sidewalk - See I --Sheets waterproofing System approximate. New construction shall conform to actual vault Remove vault ceiling structure down to existing steel I-beam bearing #4 Dowel @ 12" O.C. (Typ.) 10 dimensions. elevation. If top of walls are less then 10" below proposed sidewalk elevation, remove top of wall down to 10" below proposed sidewalk O �_ Hatch shall be a double -door channel -frame access hatch constructed of aluminum and designed for H2O loading. Basis of design is a Bilco elevation. Type JDAL-H2O. Alternative hatches shall be approved by the City. u Adjust hatch opening as required to fit hatch. Temporarily remove sprinkler system components that interfere with Existing vault Wall new construction. Reinstall sprinkler system components to match Structural Slab A drain system shall be installed to route the hatch frame drain to original layout and condition following structural slab construction. 6 w an existing floor drain. Drain pipe and fittings shall be 1.5" diameter Schedule 40 PVC. Route pipe along underside of structural Contractor shall detach lighting and electric facilities from existing slab, down wall and along the floor in a manner that will have a vault ceiling, lower and support in place. Reinstall existing lighting Section A -A minimal intrusion on the usable space inside the vault. and electric facilities following structural slab construction. Contractor shall replace any damaged facilities. Dowels shall be set in drilled holes in the top of the existing walls. Holes are to be 10" deep. The dowels shall be installed using Removals shall be in accordance with Section 2401, of the Iowa DOT a polymer grout system in accordance with Article 2301.0, E, of the Standard Specifications. Any damage to other portions of the existing Iowa DOT Standard Specifications. The dowels shall be installed in structure not noted for removal shall be the responsibility of the accordance with the manufacturer's recommendations. Contractor and shall be repaired at no extra cost to the City Photo 1 (Looking South) CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGWD BY: S. NGERSOLL CHECKED BY: T. OHA DRAWN BY S. INGERSOLL LETTING DATE MARCH 2O23 CAD DATE: 1 1/3/2023 12:07:26 PM CAD FILE: cipw_workdlr%pw-Ie11oe1dO584678100221012.00_BRGdgn Photo 2 (Mechanical and Electrical Equipment at South End of Vault) NOJ DATE I BY I REVISION DESCRIPTION YIII, Foth Photo 3 (Shoring at Hatch) Photo 4 (Typical Beam Bearing) DUBUQUE STREET RECONSTRUCTION VAULT DETAILS E WASHINGTON STREET TO IOWA AVENUE I S DUBUQUE ST. IOWA CITY, IA Photo 5 (Mechanical and Electrical Equipment at SW Corner of Vault) U _ 13'-9" 0 r — — — —I r — J ====11 I I I MN4 — — — — 4— y V-0" Remove Existing Hatch #4 @ 12" O.C. Longitudinal (Top & Bott.) - #4 @ 12" O.C. Transverse (Bolt. Only) tliiii■ME il�� _ 17■■■■■■11„ !1■■■■■■E [1■■■■■Ni_cl VI■■■■■1,-� pOMPUM�LABIIIII ■■tall■■■■■\■■■ ■■1I311■■M■■■■■■ ■■L111■■■■■■■■■ .:�LI�1■■■■■■■■■ NOY -6 P ?: 52 Cify CLERK iVIVIA CITY,10VIA J #5 Longitudinal (Bott. Only) Face of Existing Building Above Remove 3" I -Beams (Typ.) #5 @ 12" O.C. Longitudinal (Bolt. Only) Remove Existing Concrete Slab & Insulation 5 S Dubuque St. - Removal Plan '� 5 S Dubuque St. - Structural Slab Planz'� Removal Notes: Structural Slab Notes: Remove vault ceiling structure and top of walls down to 10" below #4 @ 12" O.C. Longitudinal Face of Existing Bldg. #4 @ 12" O.C. Transverse Existing vault wall thicknesses and interior dimensions are proposed sidewalk elevation. 4" Sidewalk - See L-Sheets Waterproofing System approximate. New construction shall conform to actual vault Building Owner shall remove all items and equipment not #4 @ 12" O.C. Longitudinal #4 Dowel @ 12" O.C. rX7 (Typ.) dimensions. lo.. permanently secured to the vault prior to the start of construction. Hatch shall be a double -door channel -frame access hatch constructed of aluminum and designed for H2O loading. Basis of design is a Bilco Temporarily remove sprinkler system components that interfere with = —7 u Type JDAL-H2O. Alternative hatches shall be approved by the City. to fit hatch. new construction. Reinstall sprinkler system components to match Adjust hatch opening as required original layout and condition following structural slab construction. Existing Vault Wall Structural Slab a A drain system shall be installed to route the hatch frame drain to Contractor shall detach lighting and electric facilities from existing w an existing floor drain. Drain pipe and fittings shall be 1.5" vault ceiling, lower and support in place. Reinstall existing lighting diameter Schedule 40 PVC. Route pipe along underside of structural and electric facilities following structural slab construction. slab, down wall and along the floor in a manner that will have a Contractor shall replace any damaged facilities. Section A -A minimal intrusion on the usable space inside the vault. Removals shall be in accordance with Section 2401, of the Iowa DOT Dowels shall be set in drilled holes in the top of the existing Standard Specifications. Any damage to other portions of the walls. Holes are to be 10" deep. The dowels shall be installed using existing structure not noted for removal shall be the responsibility of a polymer grout system in accordance with Article 2301.0, E, of the the Contractor and shall be repaired at no extra cost to the City. Iowa DOT Standard Specifications. The dowels shall be installed in accordance with the manufacturer's recommendations. Photo 1 (Looking East in South Room) Photo 2 (Looking East in North Room) Photo 3 (Mechanical and Electrical Equipment at SW Corner of Vault) Photo 4 (Typical Beam Bearing at Center Wall) Photo 5 (Mechanical Penetrations Through Vault Ceiling) ` CLIENT PROJECT NO. 53939 FOTHPROJECTNO: 00221012.00 11NO1 DATE BY I REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION VAULT DETAILS n DESIGNED BY. S. NGERSOLL CHECKED BY: T.CYM DRAWN BY: S.INGERSOLL 5 S DUBUQUE ST. V.4 o LEITINGDATE: JANUARY2024 CAD DATE: 1113/2023 12.07:27PM Foth E WASHINGTON STREET TO IOWAAVENUE CAD FILE: clpw-workdidpw_ieIioeldO584678100221012.DO-BRG.dgn IOWA CITY, IA Remove Existing Hatch Remove Existing Concrete Slab T-0' 1'-6" 4'-0- ,V-6 I I c f = 1 io I � I I = J V-6- T-4. 1'-6' 4'-4- Zo tO ~ I I I I I c v 1O 0 I I I I I I I I I I I I N3 -6 PM 3= 92 i Li fN A �C y°AClTY,!0VV Remove 2X Lumber Shoring � Face of Existing Building Above Remove Existing Concrete Slab w0 7 S Dubuque St. - Removal Plan Face of Existing Bldg. 4" Sidewalk - #4 @ 12" O.C. Longitudinal See L-Sheets #4 @ 12" O.C. Transverse Waterproofing System #4 Dowel @ 12" O.C. (Typ.) Removal Notes: 10• Remove vault ceiling structure and top of walls down to 10" below ° �N proposed sidewalk elevation. Building Owner shall remove all items and equipment not permanently Existing Vault wallT -6 secured to the vault prior to the start of construction. Structural Slab o w Temporarily remove sprinkler system components that interfere with new construction. Reinstall sprinkler system components to match original layout and condition following structural slab construction. Removals shall be in accordance with Section 2401, of the Iowa DOT Standard Specifications. Any damage to other portions of the existing structure not noted for removal shall be the responsibility of the Contractor and shall be repaired at no extra cost to the City. Photo 1 (Looking East in North Vault) Section A -A Note: Section similar for south vault. Photo 2 (2X Lumber Shoring in North Vault) Photo 3 (Looking East in South Vault) 7 S Dubuque St. - Structural Slab Plan =z- "It i Structural Slab Notes: Existing vault wall thicknesses and interior dimensions are approximate. New construction shall conform to actual vault dimensions. Hatch shall be a double -door channel -frame access hatch constructed of aluminum and designed for H2O loading. Basis of design is a Bilco Type JDAL-H2O. Alternative hatches shall be approved by the City. Adjust hatch opening as required to fit hatch. A drain system shall be installed to route the hatch frame drain to an existing floor drain. Drain pipe and fittings shall be 1.5" diameter Schedule 40 PVC. Route pipe along underside of structural slab, down wall and along the floor in a manner that will have a minimal intrusion on the usable space inside the vault. Dowels shall be set in drilled holes in the top of the existing walls. Holes are to be 10" deep. The dowels shall be installed using a polymer grout system in accordance with Article 2301.0, E, of the Iowa DOT Standard Specifications. The dowels shall be installed in accordance with the manufacturer's recommendations. Photo 4 (Ramp and Steps Below Hatch in South Vault) Face of Existing Building Above T-9" P-3" 3'-0" 1'-6" — Remove Existing Hatch Hatch #4 E.W. Remove Existing Concrete Slab slly' 9 S Dubuque St. - Removal Plan Wiz^ Face of Existing Bldg. 4" Sidewalk - See L-Sheets Hach Removal Notes: Remove vault ceiling structure and top of walls down to 10" below O proposed sidewalk elevation. v BuildingOwner shall remove all items and equipment not permanently P Y Existing vault wall secured to the vault prior to the start of construction. Structural Slab Removals shall be in accordance with Section 2401, of the Iowa DOT Standard Specifications. Any damage to other portions of the existing structure not noted for removal shall be the responsibility of the Section A -A Contractor and shall be repaired at no extra cost to the City CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY. S. INGERSOLL CHECKED BY: T. CIHA DRAWN BY: S. INGERSOLL LETTING DATE: JANUARY 2024 CAD DATE: 1 1/3/2023 12:07:30 PM CAD FILE: clpw-workdirlpw-ie11oeld0584678100221012.00-BRG.dgn NO DATE BY REVISION DESCRIPTION Photo 1 (Looking East) � �i FILED 7013 NOY -6 PM 3.- 52 iTY CLERK PC WA CITY. f0WA .s}}v 9 S Dubuque St. - Structural Slab Plan -"it #4 Longitudinal Structural Slab Notes: #4 Dowel @ 12" O.C. (Typ.) Existing vault wall thicknesses and interior dimensions are 10" approximate. New construction shall conform to actual vault - Waterproofing System dimensions. ~ Hatch shall be a single -door channel -frame access hatch constructed of aluminum and designed for H2O loading. Basis of design is a Bilco Type JAL-H2O. Alternative hatches shall be approved by the City. Adjust hatch opening as required to fit hatch. Photo 2 (Wall Notch Below Hatch) Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA A drain system shall be installed to route the hatch frame drain to an existing floor drain. Drain pipe and fittings shall be 1.5" diameter Schedule 40 PVC. Route pipe along underside of structural slab, down wall and along the floor in a manner that will have a minimal intrusion on the usable space inside the vault. Dowels shall be set in drilled holes in the top of the existing walls. Holes are to be 10" deep. The dowels shall be installed using a polymer grout system in accordance with Article 2301.0, E, of the Iowa DOT Standard Specifications. The dowels shall be installed in accordance with the manufacturer's recommendations. VAULT DETAILS 9 S DUBUQUE ST. V.6 0 7973 Not] -6 PSI -a.- CITY CL IQYVA CITY. I Face of Existing Building Above 12'-10" T-2- 0" 3'-2" 1'-0" Remove Existing Hatch Remove Existing Concrete Slab 11 S Dubuque St. - Removal Plan z� 1 I Removal Notes: Remove vault ceiling structure and top of walls down to 10" below proposed sidewalk elevation. Building Owner shall remove all items and equipment not permanently secured to the vault prior to the start of construction Contractor shall detach lighting and electric facilities from existing vault ceiling, lower and support in place. Reinstall existing lighting and electric facilities following structural slab construction. Contractor shall replace any damaged facilities. Relocate active water lines that interfere with new construction along walls in accordance with the current City plumbing code. Remove abandoned gas lines that interfere with new construction. Removals shall be in accordance with Section 2401, of the Iowa DOT Standard Specifications. Any damage to other portions of the existing structure not noted for removal shall be the responsibility of the Contractor and shall be repaired at no extra cost to the City. Photo 1 (Looking East in South Room) CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 0022101200 DESIGNED BY S. NGERSOLL CHECKED BY: T. CFW DRAWN BY. S. INGERSOLL LETTING DATE JANUARY 2024 CAD DATE: 11/3/2023 1207:31 PM CAD FILE: clpw-workdidpw-Zellaeld0584678100221012.00-BRG.dgn Photo 2 (Looking East in North Room) m• "®0REVISION DESCRIPTION Z-� Face of Existing Bldg. 4" Sidewalk - See L-Sheets ir— #5 @ 12" O.C. Longitudinal 12'-10' 8'-9" T-0" #4 x 5'-0" (Bo�* #4 @ 12" O.C. Transverse (Bott. Only) #5 @ 12" O.C. Longitudinal (Bott. Only) J #5 @ 12" O.C. (Top Only) 11 S Dubuque St. - Structural Slab Plan ^z #5 @ 12" O.C. Longitudinal #4 @ 12" O.C. Transverse 17 WaterproofingSystemStructural Slab Notes: #4 Dowel @ 12" O.C. (Typ.) Existing vault wall thicknesses and interior dimensions are 10" approximate. New construction shall conform to actual vault dimensions. Existing Vault Wall Structural Slab Section A -A Photo 3 (Utilities at Top of Interior Wall) Hatch shall be a single -door channel -frame access hatch constructed of aluminum and designed for H2O loading. Basis of design is a Bilco f Type JAL-H2O. Alternative hatches shall be approved by the City. b w Adjust hatch opening as required to fit hatch. A drain system shall be installed to route the hatch frame drain to an existing floor drain. Drain pipe and fittings shall be 1.5" diameter Schedule 40 PVC. Route pipe along underside of structural slab, down wall and along the floor in a manner that will have a minimal intrusion on the usable space inside the vault. Dowels shall be set in drilled holes in the top of the existing walls. Holes are to be 10" deep. The dowels shall be installed using a polymer grout system in accordance with Article 2301.0, E, of the Iowa DOT Standard Specifications. The dowels shall be installed in accordance with the manufacturer's recommendations. Photo 4 (Utilities at Interior Door) � Foth DUBUQUE STREET RECONSTRUCTION VAULT DETAILS E WASHINGTON STREET TO IOWA AVENUE 1 1 S DUBUQUE ST. IOWA CITY, IA Photo 5 (Ramp and Steps Below Hatch) V•7 2013 Noy -6 PM 3* 52 Ci I Y/{�� CLE{f`RK C d Remove Existing Hatch ch #4 x Y-0" (Typ.) Remove Existing Concrete Slab 19 S Dubuque St. - Removal Plan 0z1d #4 @ 12. O.C. E.W. 19 S Dubuque St. - Structural Slab Plan �z o� Face of Existing Bldg. Structural Slab Notes: System Existing vault wall thicknesses and interior dimensions are 4• Sidewalk - See L-Sheets F�Waterproofing approximate. New construction shall conform to actual vault #4 @ 12" O.C. Longitudinal #4 Dowel @ 12. O.C. (Typ.) dimensions. Removal Notes: Remove top down to 10" below 10 —1� Hatch shall be a single -door channel -frame access hatch constructed of aluminum and designed for H2O loading. Basis of design is a Bilco vault ceiling structure and of walls proposed sidewalk elevation. Type JAL-H2O. Alternative hatches shall be approved by the City. O Existing Vault Wall Adjust hatch opening as required to fit hatch. Building Owner shall remove all items and equipment not permanently secured to the vault prior to the start of construction. #4 @ 12" O.C. Transverse structural slab !� w A drain system shall be installed to route the hatch frame drain to w an existing floor drain. Drain pipe and fittings shall be 1.5" Removals shall be in accordance with Section 2401, of the Iowa DOT diameter Schedule 40 PVC. Route pipe along underside of structural Standard Specifications. Any damage to other portions of the existing slab, down wall and along the floor in a manner that will have a structure not noted for removal shall be the responsibility of the Section A -A minimal intrusion on the usable space inside the vault. Contractor and shall be repaired at no extra cost to the City. Dowels shall be set in drilled holes in the top of the existing walls. Holes are to be 10" deep. The dowels shall be installed using a polymer grout system in accordance with Article 2301.0, E, of the Iowa DOT Standard Specifications. The dowels shall be installed in accordance with the manufacturer's recommendations. Photo 1 (Looking East) Photo 2 (Ramp and Steps Below Hatch) CLIENT PROIECT NO: S3939 FOTH PROJECT NO: 00221012.00 NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION VAULT DETAILS `, Q DESIGNED TE: S. INGERSOLLNUARY2 4 CADDBY: LCHA DRAWN BY: S2:07:3 PM E WASHINGTON STREET TO IOWA AVENUE 19 S DUBUQUE ST. •.V LETTING DATE: JANUARY 2024 CAD DATE: i I /3/2023 12:07:33 PM CAD FILE: clpw-workdirlpw-ieljoe1d0584678100221012.00-BRG.dgn 1� Foth IOWA CITY, IA Remove CMU Wall Remove Existing Hatch & Ladder Below Doorwa Doorway Remove Existing Concrete Slab 23 S Dubuque St. - Removal Plan Removal Notes: Building Owner shall remove all items and equipment not permanently secured to the vault prior to the start of construction. Remove vault ceiling structure down to top of existing walls. Extend new water and sanitary sewer service through basement wall at face of building. Protect water and sanitary sewer service during filling operation. Remove existing lighting system components within vault. Terminate wiring in accordance with the current City electrical code. Removals shall be in accordance with Section 2401, of the Iowa DOT Standard Specifications. Any damage to other portions of the existing structure not noted for removal shall be the responsibility of the Contractor and shall be repaired at no extra cost to the City. Photo 1 (Looking East along North Wall of Vault) CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: S. INGERSOLL CHECKED BY: T. CIHA DRAWN BY. S. INGERSOLL LETTING DATE: JANUARY 2024 CAD DATE: 1 1 /3/2023 12:07:34 PM CAD FILE: bpw-workdirlpw_ieljoe1d0S84678100221012.00-BRG.dgn T-I m• ��REV1510N DESCRIPTION Plank Photo 2 (Southeast Corner of Vault) Photo 3 (Existing Water and Sanitary Sewer Services) o a m F 0 T-0" Typ. 0 0 3 6" 4 6" -ore 3" Diameter Hale through Vault Floor for drainage - #4 @ 12" O.C. Vert. E.F. (Typ.) #4 @ 12" O.C. Horiz. E.F. (Typ.) 23 S Dubuque St. - Filling Plan Wiz^ Vault Filling Notes: Close off existing door openings into vault with cast -in -place concrete walls matching the adjacent existing basement wall thickness. Dowel horizontal and vertical reinforcing into adjacent walls and floor. Dowels shall be set in drilled holes. Holes shall be 10" deep. The dowels shall be installed using a polymer grout system in accordance with Article 2301.0, E, of the Iowa DOT Standard Specifications. The dowels shall be installed in accordance with the manufacturer's recommendations. Fill vault with granular material in accordance with Section 2402.03,H,4, of the Iowa DOT Standard Specifications. Allow concrete closures to reach 75% of design strength prior to fill placement. Photo 4 (Existing Hatch and Ladder) � Toth DUBUQUE STREET RECONSTRUCTION VAULT DETAILS E WASHINGTON STREET TO IOWA AVENUE 23 S DUBUQUE ST. IOWA CRY, IA V.9 General Notes: Payment for the catenary lighting system will be bid per lump sum. Cost will include furnishing and installing foundations, poles, cable, lights, conduit, conductor and associated hardware. Bid item shall be "Catenary Lighting At Mid -Block". Catenary lighting system design is based upon the following service loads: Dead load - Cable / power chord - 0.5 LB/FT Lights - 2.1 LB/FT Ice load - Cable / power chord - 6.9 LB/FT Lights - 7.3 LB/FT Wind on ice - V=40mph q, = 4.1 psf Cable / power chord - 2.4 LB/FT Lights - 1.1 LB/FT Cable design is based on a factor of safety = 5. Shop drawings shall be submitted by the contractor in accordance with Article 1105.03 of the Iowa D.O.T. Standard Specifications. Clear distance from face of concrete to the nearest reinforcing bar shall be 2" unless otherwise shown. Structural Alignment/Tolerance Notes: The precise installation and alignment of all components of the catenary lighting system shall be considered essential. The Contractor shall submit documentation to the Engineer showing that the various components have been measured and are located within the tolerances listed below. Each foundation shall be accurately located, with the center of the anchor bolt groups not more than 1 inch from the plan location in the directions parallel and perpendicular to the roadway. Anchor bolts shall be plumb within 1'4 inch per foot from vertical. Anchor bolts shall project above top of foundation within 1/4 inch of the plan dimension. Each steel column shall be plumb within %2 inch per foot of vertical in two perpendicular directions. >: 21 c r..r hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. OFESS/p �� .�� �O .►rl►w.yi 11/03/23 THOMAS J. CIHA, P.E. DATE Z THOMAS J. W CIHA License Number: 17951 V 17951 My license renewal date is DECEMBER 31, 2023. Pages or sheets covered by this seal: � P /OW V.10 - VA 3 CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. CIHA CHECKED BY: SINGERSOLL DRAWN BY: 1. EIFFLER LETTING DATE: JANUARY 2024 CAD DATE: 1 1 /312023 12:07:35 PM CAD FILE: Clpw-workdirlpw-iegoe1d058467810022Kn 2.00-BRG.dgn NO DATE BY REVISION DESCRIPTION Structural Steel Notes: Steel pipe shall comply with ATM A53 Grade B. All steel plates shall comply with ATM A36 or ATM A572 Grade 50. Wire rope cable shall be 3/8" 7 x 19 WY, BIRCH, Type 304 stainless steel. Refer to Detail CZ on sheet V.12 for end terminations and cable length. Cable shall be pre -stretched. Cable sag at mid -span after installation of all lights shall be 9". Eye bolts shall conform to ATM A489, hot dip galvanized with a minimum working load limit of 3500 LBS. Turnbuckles shall conform to ATM F1145 and A668, hot dip galvanized with a minimum working load limit of 3500 LBS. Steel welding shall be in accordance with the current edition of the AWES Specifications D1.1, Structural Welding Code --Steel. Ultrasonic testing shall be performed on the column -to -base -plate welds. Steel pipe columns shall be prepared in accordance with Materials I.M. 568 prior to hot -dip galvanizing. Galvanize components in accordance with ATM A 123. Do not quench or apply chromate conversion coatings to any galvanized components that will receive powder coating. Following galvanizing, powder coat components in accordance with Materials I.M. 568. Preparation of galvanized surfaces for paint shall be in accordance with Materials I.M. 568, Appendix F. Complete "Paint Over Galvanized Surface Travel Log" in Appendix E. Submit proposed preparation methods and product data for all coatings proposed for use to the Engineer for review and approval prior to powder coating. Powder coating shall match color RAL 7021. Submit powder coating color sample to the Engineer for approval prior to ordering materials. Protect all powder coated poles from damage during shipping, handling, and installation. Following pole installation, repair any damage to the powder coated finish in accordance with the coating manufacturer's recommendations. Submit the powder coating manufacturer's written field repair and recanting procedures to the Engineer prior to touch-up. Galvanized Steel Fastener Notes: Galvanized steel fasteners shall be in accordance with Article 2408.03, S, and Article 4187.01, C, 2, of the Iowa D.O.T. Standard Specifications. Regular nuts and jam nuts shall be ASTM A563 Grade DH heavy hex. Regular nuts may be substituted for jam nuts. Lock washers shall not be substituted for jam nuts. ASTM A449 Type 1 bolts may be substituted for ASTM A325 Type 1 bolts where necessary to assure proper bolt length and thread length. Unless otherwise noted on the plans, galvanized steel fasteners shall be tensioned by turn -of -nut method. Anchor Bolt Notes: All anchor bolt materials and galvanizing shall be in accordance with Article 4187.01, C, 3, of the Iowa D.O.T. Standard Specifications. Bolts shall be Grade 105. Bending or welding of anchor bolts shall not be allowed. Foth I DUB INGT STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA Anchor -Bolt Nut Tightening Procedure: 1) This work shall be performed only on days with winds less than 15 mph. All tightening of the nuts is to be done in the presence of the inspector. Once the tightening procedure is started it must be completed on all of the base plate nuts without pause or delay. 2) Properly sized wrenches designed for tightening nuts and/or bolts shall be used to avoid rounding or other damage to the nuts. Adjustable end wrenches or pipe wrenches shall not be used. 3) Base plate, anchor bolts and nuts are to be free of any dirt or debris. 4) Apply stick wax or bees wax to the threads and bearing surfaces of the anchor bolt, nuts, and washers. 5) Tighten top nuts so they fully contact the base plate. Tighten leveling nuts to snug tight condition. Snug tight is defined as the full effort of one person on a wrench with a length equal to 21 inches. Apply force as close to the end of the wrench as possible. Pull firmly by leaning back and using entire body weight on the end of the wrench until the nut stops rotating. Use a minimum of two separate passes of tightening. Sequence the tightening in each pass so that the nut on the opposite side, to the extent possible, will be subsequently tightened until all of the nuts in that pass have been tightened. 6) Tighten top nuts to snug tight as described for the leveling nuts. 7) Match -mark the top nuts and base plate using paint, crayon, or other approved means to provide a reference for determining the relative rotation of the nut and base plate during tightening. Using a striking or hydraulic wrench, further tighten the top nuts in two passes as listed below. Use a sequence of tightening in each pass so that the nut on the opposite side, to the extent possible, will be subsequently tightened until all nuts in that pass have been turned. Do not rotate the leveling nut during the top nut tightening. Anchor -bolt size First Pass Second Pass Total Rotation 11/8"0 1/6 turn 1/6 turn 1/3 turn 8) Lubricate, place and tighten the jam nuts to snug tight. Specifications: Design: AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, Series of 2015 with Interims. Construction: Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, Series 2015, plus applicable General Supplemental Specifications, Developmental Specifications, Supplemental Specifications and Special Provisions shall apply to construction of the Catenary Lighting System. Design Stresses: Design stresses for materials are in accordance with AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, Series of 2015 with Interims. Reinforcing steel in accordance with AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017, Section 5, Grade 60. Concrete in accordance with AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017, Section 5, f'c = 4.0 ksi. Structural Steel in accordance with AASHTO LRFD Bridge Design Specifications, 8th Ed., Series of 2017. See "Structural Streel Notes" for specific requirements. CATENARY LIGHTING DETAILS Bench Mark No. 51 - Cut'X' in hydrant bolt at SW quadrant of Washington St. & Dubuque St., Elev. 686.47' RGBW Light Spacing, see Electrical Sheets for Details CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101 2.00 DESIGNED BY: T. aHA CHECKED BY: S. INGERSOLL DRAWN BY. 1 EFELER LETTING DATE MARCH 2O23 CAD DATE 1 113/2023 1207:37 PM CAD FILE, c1pw_w0rkdlrlpw_Ieg0eld0584678100221012.00-BRG.dgn NOI DATE I BY I REVISION DESCRIPTION 15 Spa. @ 3'-7' 53'-9' C-C Posts Sta. 100+98.57 14 Spa. @ 3'-7%'(-) a 50'-10'/Z' C-C Posts Sta. 101+82.86, Typical Elevation - Catenary Lighting System (Looking North ) Note: See Sheet V.12 for Section D-D & Detail C. 102+35.23 & 103+10.11 Dimension Table Sta. Elev."A" Dim.'B" Dim."C" Lt. Rt. Lt. Rt. Lt. Rt. 100+98.57 684.84 684.65 21'-4%' 21'-6�'- 29'-1y2" 24'-7Y2" 101+82.86 685.50 685.30 21'-6%" 21'-8%" 26'-3" 24'-7Th' 102+35.23 685.83 685.93 21'-61/2" 21'-5/4, 26'-3' 24'-7Y2' 103+10.11 686.27 686.33 21'-7%" 21'-6/'2' 1 26'-3' 24'-7;4' Foth DUBUQUE STREET RECONSTRUCTION CATENARY LIGHTING DETAILS IE WASHINGTON STREET TO IOWA AVENUE iOWA CITY, IA VA I S c #4 Ties V-6' Min. Lap Foundation Detail (Shown at Paving Locations) Section E-E 3/4'0 Hex Nut Welded To Hand -Hole Rim Rim For Ground Wire Cut From 3' Plate (Lower Hand Hole Only11/4" Drill and Tap Rim _ For �1'e'0 Stainless — avin or Steel Screws. Drill �h6'0 Holes 3- 3- a round In Cover Plate. 2r• V 3RS conduitfor lights,:e below gradetohandSee Sheet P.1 & P.2 Holeland hole locations.(Typ,) q e r 6"N FL x 6' x 0'-8'/2' Galvanized Steel Cover Plate With %" x 6' x 0'-81/2' Neoprene Gasket To Match Plate Hand Hole Detail 10-#7 ',ki l tot 7 ` AGN CLt7t CIJENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 NO I DATE BY REVISION DESCRIPIION DESIGNED BY: T. CHA CHECKED BY: S. 14GERSOLL DRAWN BY: J. EFFlER LETTING DATE MARCH 2O23 CAD DATE 1 113/2023 1207:38 PM CAD FILE: clpw_workdlrlpw_kllmld0584678100221012.00-BRG.dgn 5 Pipe 2.0 Threaded Steel Pipe Inlet Coupling Electrical Inlet Detail Galvanized Steel Nuts & Hardened Washers v m C7 L Template ftl (No Galv. Req'd) Y in M 11/4"0 Anchor Bolt (Galvanized) N � � R _Y: Top of I Foundation Bottom of Leveling Nut I I f 7 j Anchor Bolt Assembly 1/ Steel Cap I I 10'0 XXS Pipe I I Base Plate I I I Jam Nut Top Nut I I �a I II � II II I II Post Base Detail Note: Place leveling nuts as close to top of foundation as practicable. 10'0 XXS Pipe I I 58" x 9' Jaw & Jaw Galv. c 7 x 19 Wire Rope Turnbuckle (This End Only) :. Closed Swage Socket (This End) I I Open Swage Socket (Opposite End) I I — — — — I I I I Y0 x 15' Galv. Eye Bolt W/Nut, Jam Nut & Washer I 1 50'-6' Cable Length Sta. 100+98.57 1 1 47'-8' Cable Length Sta. 101+82.86, Bas( 102+35.23 & 103+10.11 Detail C I #Foth I DUBUQUE STREET RECONSTRUCTION I CATENARY LIGHTING DETAILS E WASHINGTON STREET TO IOWA AVENUE IOWA CITY. IA 1%6'0 Hole in Plate XXS Pipe In Plate for Conduit Section D-D Note: See Sheet V.11 for location of Detail C & Section D-D. V.12 CLIENT PROJECT NO: $3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. allA CHECKED BY: S. NGERSOLL DRAWN SY: J. EIFRER LETTING DAIS MARCH 2O23 CAD DATE 11/3/2023 1207:39 PM CAD FILE clpw.workdl6pw-1e11oeld0SS4678100221012.00-BRGdgn momREVISION DESCRIFnON _ ry '70 O Light Pole, Base 1•-6"0 u° w ;<_ 1771 _$ Plate, Base Cover, and Anchor Bolts by c i •J ( 5 Light Pole Provider n @j Isolation Joint N3 . a ��b ttrtfi' ut ry in c :1 II II I I III I I 14" GRS conduit for lights, route below grade to hand hole. See Sheet P.1 & P.2 II II for hand hole locations. o II I L 0 o II iO II a ut w a 2,-0"0 Pedestrian/Roadway Light Pole Foundation Detail #4 Ties 1'-6" Min. Lap 6-#6 Section F-F Foth DUBUQUE STREET RECONSTRUCTION LIGHT POLE FOUNDATION DETAILS E WASHINGTON STREET TO IOWA AVENUE V.13 IOWA CITY, IA 690 685 680 675 670 -75 -70 -65 -60 -55 -50 -45 695 690 685 680 675 2 670 75 -70 -65 -60 -55 -50 -45 695 i 00 690 u Y 685 STA 10 O PGL -30 -25 -20 -15 -10 -5 0 -35 -30 T T 7-r -i I t 680 i a e 675 r i 670 -75 -70 -65 -60 -55 -50 CIJENT PROJECT NO $3939 FOTH PROJECT NO 0 112p 12Ap 2 DESIGNED BY: T. LECWR CHECKED BY: M. FAHRER DRAWN BY T.IECLAIR LETTING DATE DECEMBER 2023 CAD DATE 111612023 2:14:03 PM e CAD FILE clpw-mrkdirlpw_I¢ItNId0584674100221012.00.W30.5HT.dgn 0 J STA 1 5 10 1 10 15 20 25 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA C". IA 30 35 40 45 50 35 40 45 DUBUQUE STREET MAINLINE CROSS SECTIONS > �. 60 60 65 70 690 685 680 675 670 75 695 690 685 680 675 670 75 695 690 685 680 675 670 75 W.1 IL E fir" �n 7073 NOY 13 AM 8= 20 690 690 685 685 680 680 675 675 6 70 670 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 .5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 690 690 ol 685 685 680 ol 680 675 675 3 g 1p 4 670 8 670 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 s° a s o ° 690 690 & 26 "3 c g. ow LL ow LLe ow ow 7 685 685 0 v 7 S r v s 680 r 680 b STORM SEWER 0 STORM SEW R E STA 10 +60.00 675 675 PGLT3.82' qc } SA ITARY SEWER Y 670 75 70 -65 -60 -55 50 -45 -40 -35 -30 -25 20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 a CLIENTPROIECTNO: 53939 FOTHPROJECENO aozzalz.00 DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET 3 DESIGNED BY: T. LECLAIR CHECKED BY: M FAHRER DRAWN BY: T. LECWR g LETTING DAIS DECEMBER 2023 CAD DATE: 11110/2023 1:35:28 PM o i �- Foth E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.Z 1 CAD FILE: clpw_w6dcdiApw_1eIWd_km MdOS84674100221012.00_W30.SHT.dgn IOWA CITY, IA g, o u�i ow ow o ow 7. -z.D % t. STORM EWER STA 10 +80.00 WA RMAIN STORM SEWER SANK RY SEWER PGL .10' 8.' 0� N�W oW «q ow3 oW 7. 7 . % 1. i STA 10 +70.00 STORM SEWER STORM ER SANIT YSEWER PGL 3.96' 695 690 685 680 675 670 690 685 680 675 670 1013 NOY 13 AM $: 20 695 t r. c ttli t it 8; 8.' OW o LL ow OW q' %1S. STORM SEWER WATERW IN STOP SEWER STA 10 1 +10.00 PGL 4.61' SANITARY SEWER 690 685 680 675 670 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 690 685 680 675 670 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 B.' ��8yn , na Ow OUJi LL3 7 7 STORW SEWER STA 10 +00.00 WATERN AIN STORN SEWER SANTARY ER "'] PGL f 84.45' I I I I I I I I I I I 690 690 p p p o� c 6$5 7. 685 S t i i 680 680 STORM SEWER x - STORM EWER STA 10 +90.00 WATERMAI i 67s 675 PGL 6 94.27' SANITARY SEWER 670 670 -75 -70 -65 Y 60 55 Sp 45 40 35 30 25 20 15 10 5 0 5 0 �5 0 25 3c 35 no v5 50 55 60 65 70 75 CI1ENiPROJECENO, 53939 FOTHPROJECENO, 00221012A0 No DATE By REYISIONDESCRIPIION DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET DESIGNED BY: T. IFCIAR CHECKED BY: M. FAHRER DRAWN BY: T. LECLAIR MAINLINE CROSS SECTIONS W�.3 � LFf11NG DATE: DECEMBER 2023 UDDATE: II/10/2023 I:35:29 PIA Foth E WASHINGTON STREET TO IOWA AVENUE CAD RLE clew.mrkdlrlpw-IelNd-km 3ld05846 74100221012.00.W30-SM.dgn IOSYF Jil'. IA 695 690 685 680 675 670 .695 690 11 85 680 675 670 -75 -70 -65 -60 -55 .50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 --ni ": 8.' m� tt OW OW fix 10 W 8m LLd OW STA 10 11 +10.00 PGL .61' 690 685 680 675 670 -75 -70 -65 -60 -55 -50 690 t b 685 3 l 4 S 680 n i E' 675 0 670 75 -70 -65 -60 -55 CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.0D DESIGNED BY: T. LECIAR CHECKED BY. M FAIRER DRAWN HY: 7.lEClAR LEMNG DATE DECEMBER 2023 CAD DATE 1 116/2023 2:14:06 PM CAD FRE: CIpW-wodcdlr%pw-Ie1MId05846741002MI 200_W30_SHfdpn a� a O d H O d STA 1011+00.00 0 -5 0 5 10 15 20 25 13f-11 Foth DUB INGT STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE 10'7JA CI(Y, 0 690 8� LL O d 7 685 680 675 670 1 35 40 45 50 55 60 65 70 75 690 8 LL� Od 7. 685 680 675 35 40 45 50 55 60 65 70 75 670 lHLtl NU. DUBUQUE STREET MAINLINE CROSS SECTIONS W.3 695 690 685 680 675 670 695 690 685 680 E 675 1: 3 z 3 670 r "T1 LLo m� LL J 3.0 @ LL 10 O Ed Ow LL OW 4% STA 10 +30.00 PGL f 84.85' -75 -70 -65 -60 -55 -50 -45 695 00 i 690 L 3 685 i S r i i � 680 oz i a Y �+ 675 i i 670 75 70 -65 -60 -55 -50 -45 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221D12.00 NO DATE BY REVISION DESCRIPTION DESIGNED BY. T. LECLAR CHECKED BY M. FAHRER DRAWN BY: T LECLAR 5 LETINC DATE: DECEMBER 2023 CAD DATE 111612023 2:14,07 PM CAD F E _ clpw-workdirlpw-Ie1tR1d05846741002M 12.00.W30_SHTdpn -sJ -ou -LO -N -10 -1V -0 V 0 IV 10 LV LO JU JO Yo ♦a w os w ,.� ,� -20 -15 -10 5 Foth STA 10 5 10 15 20 25 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE 10'1VA CITY, IA 35 40 45 50 DUBUQUE STREET MAINLINE CROSS SECTIONS 695 690 685 680 675 670 75 695 690 685 680 675 670 7 mmwr WA 695 690 685 680 675 670 7073 RQy (3 Ali 8: 20 695 690 685 680 675 670 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 Cl. FP iC #aT! c o� oa LL� o$ LL� LL 8, oW ou�i ow a• 9 STORM I EWER ORM SEWER WATERMAJ SA ITARYSEWER STA 10 +40.00 ki PGL 4.93' 695 690 8 n 8. ow 685 ---- 4. STORM EWER 680 Sl RM SEWER WATER N STA 10 +30.00 575 SANIT kRYSEWER PGL 4.85' 670 -/J •/U bD bu -00 -w -40 -4u -3J -3U -z0 -zu -10 -ID -0 u 0 695 9r J o ° 690 S� b N o W 8 O W ° 685 s r s s 680 STORM SEWER STA 10 x 675 PGL SANIT YSEWER E o.670 75 -70 -65 60 -55 -so -45 -40 35 30 -25 -20 15 t 0 5 0 d CLIENT PROJECT NO: 53939 FOTH PROJECT NO: oom I T.00 MEW DESIGNED T LE CHECKED BY: NL FAHIIER DRAWN 0Y: LETTING DAIS DECEMBER 2023 CAD DATE: DATE. MBE , 5:30 P 1 ITT O/2023 1:35:30 PM Foth CAD RLE clove w.,.4nin.... �. W I-31e0SIA6741002210 I T.00_W30_SHI 695 690 685 680 675 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 S� P LL � LL OW ow S 685 t7 680 WATE IN STO 1. SEWER +20.00 675 75' 670 0 15 20 25 30 35 40 45 50 55 60 65 70 75 DUBUOUE STREET RECONSTRUCTION DUBUOUE STREET E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.4 IC'.�l CF^ IA gj r G u� 113 ROY 13 695 695 690 690 S o� ow & 7 >>2,61, 685 685 680 680 STORMS ER WATERMAI STO MSEWER SAN ARV SEWER STA 10 +70.00 675 675 PGL E 85.13' 670 670 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 695 690 690 p LLD N� LL� 8. out ow ow ow 6' 685 2' 685 — STOR SEWER 660 680 WATERMAI S RM SEWER SAN ARV SEWER STA 10 +60.00 675 PGL 5.06' 675 670 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 695 695 690 N 8 690 � m Od 8.' o d Od Od d' 0. — d. 685 685 STORM EWER —_ 680 680 STORM SEWER WATERMAI STA 10 1 +50.00 6 75 675 PGL 5.00' SAN TARV SEWER 670 I 670 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 75 -70 -65 0 5 10 15 20 25 3C 35 no 45 50 55 60 65 70 75bMttl CIJENT PROJECT NO: 53939 FOTHPROJECTNO: 00221012.00 NO DATE BY REVISION DESCRIPTION DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET NU. DESIGNED BY: CHECKED BY' MF11012 DRAWN BY: T LE:35:3AIR Fothj E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.5 LEf11NG DATE DECEMBER 2023 CM DATE luwno23 1:3s:31 PM DEECLMMBE CAD FRE: clpw.w rkdlrlpw-Mlfvd-km 31d05S4674100221012.00-W30_SHEdgn 13'AF. �-J- . i! 695 690 R m 0 ly 8 OW o �u o w o�:- 2' 685 — — — — — — — — — 680 STA 10 +70.00 675 PGL 5.13' 670 -/J -fu -00 -Ou -DO -0U �7 ^ u -aa -au -AD -AV -IU -J U 695 690 �8 O ow 8. 685 680 STA 10 67s PGL 68 C 3 670-75 -70 -65 -60 -55 -50 -45 40 35 -30 -25 -20 -15 -10 -5 0 3 5 695 i 690 oe � oW oe 1 685 — — — S r s? 660 6 STA 10 675 PGL 0 670 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 10 .5 0 g C11ENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED T. LE CHECKED M. FAHRER DRAWN fN: T. MBE AT LETTING DATE: DECEMBER 2023 CAD DATE DATE- 4:08 Pt 111612023 2:14:08 PM " Foth a ,...,. A.... �.i« ii. AAA7A1mT21012.00_W30-SHT.dan 695 690 685 680 675 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 R� ow ow 6' 685 680 +60.00 5.06' 67s 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 695 8 m 690 o. 4' % 685 680 1 +50.00 5.00' 67s 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 DUBUQUE STREET RECONSTRUCTION DUBUCtUE STREET E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.5 ICAA CI1Y. IA 695 690 685 680 675 F:' � E T- 70B 1°10Y 13 AM 8: 20 0 � V O P N N O W OW OW B. � ow 1. 0 % ORM SEWER WATERMA SAN TARY SEWER STA 10 +00.00 PGL 6 85.33' 670 75 -70 45 40 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 695 690 o ow O� 8.' 685 — — — 680 675 �I 670 a 695 5 i 3 690 0 of 8. 685 i S r i i Z 680 STI IRM SEWER i a - SANI7AR SEWER STA 10 675 PGL 670 75 -70 65 -60 -65 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 BY T. LECLAR CHECKED BY: AtFAHRER DRAWN BY: T LEC AIR cDESIGNED LETTING DATE: DECEMBER 2023 CAD DATE 1111012023 1:35:32 PM Foth 5 695 690 685 680 675 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 685 680 675 670 695 690 ow ow 8 2' 0 .4% % 685 680 OSEWER WATERMAI TOM +80.00 675 5.20' 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 btittl NU. DUBUOUE STREET RECONSTRUCTION DUBUCtUE STREET E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.6 IOWA CITY. IA 695 690 685 680 675 670 -75 -70 -65 -60 -55 -50 -45 -40 695 690 685 680 675 670 -75 -70 -65 -60 -55 695 690 685 680 675 .10 670 75 _70 -65 -60 -55 CLJENT PROJECT NO: S3939 FOTH PROJECT NO: 002210 1 2.00 DESIGNED BY: 7. LECLAIR CHECKED BY: M. FAHRER DRAWN BY: T. LECLAIR LETTING DATE DECEMBER 2023 CAD DAIS 1 116/2023 2:14,09 PM CAD FILE clew_workdirlpw_Ie11111d058467410022I012.00_W30_SHTdgn -50 -45 -40 mom PGL 0 -5 0 5 / 10 15 20 25 30 35 40 45 LL � LL OJ OW -30 -25 -20 -15 -15 TO # Foth STA 1011 +90.00 695 690 685 680 675 670 70 75 695 690 685 680 675 670 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 N m OW OW 2' u" 685 Cl 680 ►10 +80.0U 675 PGL f 85.20' 670 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS WA IOWA CITY, IA 695 690 685 680 675 670 1973 NOY 13 AM 8: 20 695 690 685 680 675 670 -75 -70 -65 -60 -55 -50 45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 685 680 675 I: 3 a 670 3 - s T Ygi r 0. 1. % SAKI ARY SEWER STA 10 +30.00 WATERMAR TORM SEWER PGL 5.54' 695 0 2 690 c LL� LL� OW O-201 JW 685 — S t 7 i n 680 7 n Y SAN ARr SEW ER STA 10 675 PGL i 670 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 10 5 0 6 CIJENT PROJECT NO: 53939 F01H PROJECT NO: 0022R112.00 NO DATE BY REVISION DESCRIPTION DESIGNED BY: T. LECLAIRCBE CHECKED BY. M PARKER DRAWN BY: T. LECWR ili IFoth � LEf11N(' DATE: Df{EMBER 2023 CAD DATE' I I I1012023 1:35:33 PFA 2 CAD ME clpw_W rkdlApw.klTvd_km 3WO584674%00221012.00.W30_SM.dgn 695 690 685 680 675 670 695 690 LL� lal O W 685 680 WATERMAII 4 ORM SEWER 675 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 �Httl Nu DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.7 ICS�Y, Cliff'. IP 695 Ic 69'. 690 6 C gi 8. O w W O W 1. k C) # — — 5 685 — — — 000l�w ® � 68C 680 O STA 10 +30.00 675 671 PGL 5.54' 670 -75 -70 -65 -60 -55 -50 -45 d0 -35 -30 -25 -20 -15 -10 -5 0 5 15 20 25 30 35 AnAS 5T1 55 AO fi-r 70 75 67C 695 690 685 680 675 c 3 a 670 3 -75 Jo -65 -60 -55 a ` 695 s 5 690 11000 685 3 3 S r v 680 3 675 c 670 -65 -60 -55 75 -70 g CLIENT PROJECT NO: $3939 FOTH PROJECT NO 00221012.00 DESIGNED BY: T. LECIAR CHECKED BY M FAHRER DRAWN BY: T. LEClAR LEMNG DATE DECEMBER 2023 CAD DATE 11/612023 2:1409 PM c } CAD TiP cipw_workdirlpw_IBIMId058467410022p12A0_W30_*ffdgn o� O 1 STA 1 out 1* Foth ►10 +1 PGL fR5.4 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE 106ti;..ITI'_ IA 695 690 _ — — — — — — — — — — — — — — 685 680 675 30 35 40 45 50 55 60 65 70 75 670 695 690 — — — — — — — — — — 685 680 675 30 35 ao ns 50 55 60 65 70 75 670 DUBUQUE STREET MAINLINE CROSS SECTIONS W.% 695 690 685 680 675 670 695 690 685 680 675 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 69 69 68 68 N 1 67 ova 8• u� ow ow LLw� LLow ow 4' — t STORM -Q \ ORM SEWER WATERMAIN ' 111 SEWER STA 10 +60.00 PGL 6 85.74' 5 0 Qu o LL G LL B. ow ow W ow oq• t 5 STORM SEWE roRMSEWER WATERMAIN SA ITARV SEWER 5 STA 10 +50.00 PGL 5.68' 0 75 70 65 40 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 0 9� 695 J ° 690 8 mm op 8.' 10� oW ° 685 J S S J s 680 ORM SEWER 4 J d SANITARY SEWER 675 STA G 670 75 -70 -65 -60 -55 -50 -45 40 -35 -30 25 -20 -15 -10 -5 0 CLIENT PROJECT NO: $3939 FOTH PROJECT NO. 00221012.00 DESIGNED DATE. T. LE MBE CHECKED AT M PARKER DRAWN BY., : 5:34LECLR Foth 5 LERINC DATE DECEMBER 2023 CAD DATE: I I I10/2023 1:35:34 PM } CAD FRE clew_workdirlpw_IelTvd_km 3ldO584674100221012.00_W3O_SHTdgn 695 690 685 680 675 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 O W o w g• o -J 680 WATERMAIN TORM SEWER 675 670 5 10 15 20 25 30 35 40 ;5 50 55 60 65 70 75 UQUE STREET RECONSTRUCTION DUBUQUE STREET AINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.8 75 70 65 40 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 0 9� 695 J ° 690 8 mm op 8.' 10� oW ° 685 J S S J s 680 ORM SEWER 4 J d SANITARY SEWER 675 STA G 670 75 -70 -65 -60 -55 -50 -45 40 -35 -30 25 -20 -15 -10 -5 0 CLIENT PROJECT NO: $3939 FOTH PROJECT NO. 00221012.00 DESIGNED DATE. T. LE MBE CHECKED AT M PARKER DRAWN BY., : 5:34LECLR Foth 5 LERINC DATE DECEMBER 2023 CAD DATE: I I I10/2023 1:35:34 PM } CAD FRE clew_workdirlpw_IelTvd_km 3ldO584674100221012.00_W3O_SHTdgn 695 690 685 680 675 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 O W o w g• o -J 680 WATERMAIN TORM SEWER 675 670 5 10 15 20 25 30 35 40 ;5 50 55 60 65 70 75 UQUE STREET RECONSTRUCTION DUBUQUE STREET AINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.8 695 690 685 680 675 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 O W o w g• o -J 680 WATERMAIN TORM SEWER 675 670 5 10 15 20 25 30 35 40 ;5 50 55 60 65 70 75 UQUE STREET RECONSTRUCTION DUBUQUE STREET AINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.8 FIL 695 8^ a 8 n oa go ' I } CLE K 695 690 685 60' 1. oW % LL88 o. 1. % �" OW IA 1 .4' ITY, 690 685 0 1 0 680 675 STA 10 u +60.00 680 670 PGL 5.74' 675 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 3035 40 45 5055 60 65 70 75 670 695 690 o o o a ° 695 685 680 675 8. t LL8 O W to 1LLyJ� OW LL3 Ow LL8 OW 4• 690 685 680 - STA 10 +50.00 670 PGL 5.68' 675 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 695 690 8' 8 695 685 680 LL Ow 8 7.0 1. LL OW _2 NLLLL OW m LL b OW 690 685 680 — - — — STA 10 +40.00 675-7PGL 670 75 10 -65 5.61' -10 -5 0 5 10 15 20 25 30 35 40 45 50 675 670 60 65 70 75 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 55 WENT PROJECT NO: 53939 FOTHPROJECTNO: OD22I012.00 LETTINNED BY: T. LE MBE CHECKED BY: Al FAIRER DRAWN BY: T. LEa4:10 R LETTINGDATE. 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LECIAR CHECKED BY: M FAHRER DRAWN BY: T. LECLAIR ---I # LETTING DATE DECEMBER 2023 CAD DATE I IJ10J2023 1:35:35 PM Foth o CAD FM clpw-v rkdirlpw.IelTvd.km 3ld0504674100221012.00.W30_SHEdgn i 695 690 685 680 675 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 m a 690 R� ow ow 4 -- 685 STORM SEWER 680 WATERMAIN 675 5 10 15 90 95 30 35 40 45 50 55 60 65 70 75 670 SHEET NO. UQUE STREET RECONSTRUCTION DUBUQUE STREET �INGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.9 IC',tiA. CPV- IA 695 690 685 680 675 0 695 690 685 680 675 670 67 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 685 680 675 K 3 670 i i GL ERr�I o u�i Did oW ow 3' 1 .7 1 W O O O STA 10 +90.00 PGL 5.94' 695 S� go 8 8 ° 690 8' OW OJ OW OW 4' 1. 685 O 7 O 680 STA 10 +80.00 675 PGL 5.87' 670 Z -75 -70 -65 -60 -55 -50 -45 -40 3 -30 -25 -20 -15 -10 -5 0 3 a 0 3F 695 J S ° 8� 8 ° 690 LL� ow µ e' 8� 8 1. -1 3 685 --- -- S O 2 680 s± i 0 STA 10 675 PGL619 P 5 670 75 70 -65 -60 -55 50 -45 -40 -35 -30 -25 -20 -15 -10 5 0 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. LECLAM CHECKED BY: M. FAHRER DRAWN BY: T. IECI LETTING DATE DECEMBER 2023 CAD DATE 11/6/2023 2:14:1 I PM h '! CAD FIE clPw.wakElr%pw-ieIMIM5846741002M 12.00.W30.41Edgn 0 IV 10 LV [0 JV J0 4V 40 0V 00 OV 03 /V /0 695 690 o Diu T. 1 - 685 00 675 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 UQUE STREET RECONSTRUCTION DUBUQUE STREET -IINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.9 IOWA CITY. W 695 690 685 680 1"73 NOY 13 AM 8= 20 �.L 31 8 LL� od od Od od 8.' r 0. -2.01 0. — — STA 10 +20.00 oRM SEWER ' S ORM SEWER WATERMAIN SANIT YSEWER 675 75 40 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 695 690 685 680 675 c 3 i 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 8� 8� 0' s. • od of -1. - - 0 - od k LLS od 2' — — — SEWER SANITARY SEWER STA 10 +10.00 WATERMAI STORM 7 R PGL 6 B6.Or -75 Jo -65 -60 -55 -50 -45 40 -35 -30 -25 -20 -15 -10 -5 0 3 n 3 695 i go go 690 LL� od od i 8.' 685 — — — — — — 3 S a i TORN SEWER 10 680 c Y n SANF ARY SEWER E STA 10 675 PGL 5 670 75 70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00220012.00 DESIGNED T. LE R CHECKED PARKER DRAWN BY: 7. LECL5 Foth AT 1 31 P LFTi1NG DAIS DECEMBER 2023 CAD DATE 1 I I I0/2023 1:35:36 PM DATE. MB CAD FILE clew-workdlApw-WkNd.km 31dOS8467410022I012.00_W30.SHT.dgn 695 690 685 680 675 695 690 685 680 675 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 695 8 ' 690 od od 2' 685 STORM SEWER 680 WATERMAIN +00.00 675 6.01' 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 �fttl NU DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.10 IC'rtid CCV_ 0 695 690 685 680 675 'Q -6 PM 3: 53 l 695 690 S ti $ 8 O a. • O w O W O W W r - - — — — 685 O O STA 10 3+20.0 680 PGL 6.14' 675 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 20 -15 -10 .5 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 690 685 680 675 c 3 Z 670 o 4 od a. 0 t oEd z oW 2' — — _ O O STA 10 +10.00 z000lli I I I I PGL 6 86.07 I 695 690 685 680 675 670 -75 -70 -65 -60 -55 .50 -45 40 5 40 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 M 40 45 50 55 60 65 70 75 3 a 0 3� 695 J 695 S o 8g go 8� °� 690 690 LL 6 ow ow ow oW 2' t _ 1. 685 — — — — — 685 l S O z 680 680 8 J 4� E STAB 0 0 675 L 6 e ' 675 o 670 670 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 CLIENT PROJECT NO: S3939 POTH PROJECT NO. 0022101100 DESIGNED BY: T. LECIAR CHECKED BY AAFAHRER DRAWN BY: T. IECWR 1* Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWAAVENUE DUBUQUE STREET MAINLINE CROSS SECTIONS W.1 LETIINGDATE DECEMBER2023 uDDATE III612023 2:14:12PM ���l c 'k CAD FKF: clpw_workdlApw_Ie1MId0584674100221D 12.00_W30_SHTdgn IOWA CRY. IA 695 690 685 680 675 695 690 685 3 d t 680 f 5 675 1D13 NOY (3 AM g: 20 0 `STORM EWER STA 10 +50.0 I... SEWER `(-�� WATERMAIN `SANITAR SEWER 75 -70 -65 -60 - 5 S -50 -4S -40 -35 -30 .25 -00 -15 -10 -S 0 S 10 15 20 75 30 35 40 45 50 55 60 65 70 7! 690 685 680 675 695 8; 690 B od 1.01 ad - — — — — — — — — — — — — - ow ow od a' 685 _ - - Q `STOR11 SEWER STA 10 +40.00 o \S'OR. SEWER 680 Q`, `SANIT SEWER WATERMAIN 675 -75 -70 -65 O -60 -55 -50 -45 40 -35 -30 -25 -20 -15 -10 -5 0 2� G o 695 S � j C o N 690 ^ $ � 5 8. od ow — — — — — — — 685 C q� E STORM SEWER STA 10 680 POL g `C- 'o l SANIt SEWER 675 75 -70 65 60 -55 -50 -45 -40 J5 -30 -25 -20 -15 -10 -5 0 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY T. LECLAIR CHECKED BY: M FAHRER DRAWN BY: T. LECLAIR LETTING DATE DECEMBER 2023 CAD DATE 1111012023 1:35:37 PM Foth } CAD FILE: clpw_w rkdlrlpw.I¢ITvd.km 3ld0584674100221012.00_W3QSHEdgr J IV rp LV C.7 JV JV 9V 9V JV VV VV VJ rV iJ 695 S N 690 3' 7 1 — — — — — 685 +30.0 TORM SEWER 680 WATERMAIN 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 675 DUBUQUE STREET RECONSTRUCTION DUBUQUE STREET E WASHINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W.11 IOWA MY. IA 9 � ED -6 PM 3: 53 Y CLERK CITY, loi i/A 695 695 690 690 06 6' oid o LLe oW w oW E.r 1 1 1 685 685 O O 680 STA +50.0 680 GL 6 86.21Y O 675 675 -0 -9V -40 vu -zu -zu -10 -IV -0 V 0 IV ID Lu L0 3u 3o 41) 40 ou 00 OV 00 /V /D 695 690 685 i 2 680 3 x 5 675 lel 695 Sr gr 8P 8„ 8; a N S oW 4. 690 1 7 121 685 O O STA 10 +40.0 PGL 6.24' 680 Q 675 -75 -70 -65 -60 -55 50 -45 -40 -35 -30 -25 -20 -15 -10 5 0 2 695 SM gr 690 i LL u i u O W u W S 8. O r 685OF x Y x O STA 10 6ao PGL i O 675 75 70 65 -60 -CC 50 -45 -40 35 30 25 -20 -15 -10 5 0 S CLIENT PROJECT NO 5393D FRER PROJECT NO: 0I DESIGNED BY: T LECWR CHECKED BY: LECL2.00 M. FAHRER DRAWN BY: T. lEC1AIR LETTING DATE DECEMBER 2023 CAD DATE 1 116/2023 2:14:12 PM Foth CADHLE clew.workElApw_k1M1E0584674100221012.00.W30.5HlOgn 0 IV 10 Lu Lo du JD 41.1 40 7u 00 Du Do /u /0 695 o� 690 o W 3' 685 O 680 675 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 -F UQUE STREET RECONSTRUCTION DUBUQUE STREET -IINGTON STREET TO IOWA AVENUE MAINLINE CROSS SECTIONS W. ] i IOWA CITY, IA 690 685 680 675 695 690 685 3 2 680 3 x 5 675 "a 695 0 r--7--rt--I---1--�--� - -70 -65 -60 -55 -50 -45 -40 0 STA 1 WI I �IW I I I I I NW I I I0W �jp 4 It►13 'OY 13 All ;�CLE%i r 4 55 60 65 70 7 `ST SEWER STA 10 +70.00 WATERMAIN 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7! 690 3 S 's a 685 Y 3 680 "a 675 75 -70 -65 -60 -55 CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 t DESIGNED BY: T. LECWt CHECKED BY: M. FAHRER DRAWN BY. T. LECWR LETTING DATE DECEMBER 2023 CAD DATE 1111012023 1:35:38 PM 2? 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CfTY,�a��A 695 695 690 690 685 — — — — 685 — — — — 680 680 STA 10 +8.00 67567s PGL Z5.7,4V9 670 670 75 -70 -65 -60 -55 .50 -45 -40 -35 -30 -25 -20 -15 -10 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 695 _ 8m 690 690 oW o w ow 3. 685 685 O STA 10 +70.0 680 6so PGL 5.94' 675 675 75 -70 65 -60 -55 -50 -45 40 -35 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 695 leloo 8� 8 a LL 690 690 8.' od ow H8 o w ow ou�i 1 1. % 47% T — 685 685 O I STA 10 +60.0 680 PGL 6.10' 6ao 675 5 0 5 10 15 20 25 30 35 40 45 50 675 75 70 65 60 -55 -50 -45 -40 -35 -30 -25 -20 -15 10 55 60 65 70 LI i QIEMFROIERNCI. 53939 EOTHVROJERNO: 00221D12.00 DESIGNED BY: T. IECIAR CHECKED BY: A&MWR DRAWN BY: T. IECWR No DATE BY REYISIONOFSCRIPfION Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE DUBUQUE STREET MAINLINE CROSS SECTIONS W.12 LETTING DATE: DECEAIBER2023 CADDATE. II/6n023 2:14:13 PM _ CAD FRE: clpw_wo kdiApw_Ie1n11d058467410022$D 12.00_W30_SHTdgn 10'NF CITY IP 3 695 s 690 — --I — — t — — i•--- — — — — 685 3 s a 680 Y ; M �1 675 670 75 -70 -65 -60 -55 - CLIENT PROJECT NO: 53939 FOTH PROJECT NO 00221012.00 DESIGNED BY: T. LECLAIR CHECKED BY: M FAHRER DRAWN BY: T. LECLAIR LETTING DATE DECEMBER 2023 CAD DATE 1 1 / 1012023 1:35:39 PM CAD FILE. ckpw-w rkdlnpw_Ielfvd.km 31d058467410022101200_W30_51fLdgn WATERMAIN -15 10 -5 0 5 10 15 20 25 Foth DUBUQUE STREET RECONSTRUCTION IE WASHINGTON STREET TO IOWA AVENUE 10 Al CIIy_IF DUBUQUE STREET MAINLINE CROSS SECTIONS F 7073 NOV 13 AM 8= 20 €CLEGtK 695 690 685 680 675 670 75 W.13 695 6 E g 1 690 6 i 685 3 4 r 680 4 J 4� E 675 670 -75 -70 -65 -60 -55 CLJENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012,00 DESIGNED BY. T. LECOM CHECKED BY: M. FAHRER DRAWN BY: T. IFCIAKt LETTING DATE DECEMBER 2023 CAD DATE 11 /612023 2* 14:14 PM CAD PILE. clgv_Workdi 1pw_Ie1lrlld05846 74100221012.00_W30.SHT.dgn sm NOME PGL -15 -10 -5 0 5 10 15 20 25 Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA DUBUQUE STREET MAINLINE CROSS SECTIONS 1�1 t�0 -6 Pti 3: 53 / v��4 C) T Y,10 �0/A 695 690 685 680 675 670 75 W.13 695 690 685 680 675 695 690 685 i S 680 3 a 675 i 695 v 690 l rj NOY 13 AM 8= 20 ';j'-j CLERIK tJ;,' CI ?41th 695 690 LL� Olt oW 685 STA 50 +60.00 PGL 6 85.23' 680 675 75 -70 - i5 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 STA 1 I I I I 1 -70 -65 -60 -55 4 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 1 S r 7 685 c Y J T 680 5 675 75 -70 -65 -60 -55 CLIENT PROJECT NO: S3939 FOTH PROJECT NO 00221012.00 E DESIGNED BY: T. LECIAR CHECKED BY: M. FAHRER DRAWN BY T LECLAIR S LETTING DATE: DECEMBER 2023 CAD DATE 11/10/2023 1:18:57 PM CAD FILE:clew_wo kdlApw_klfwl_kmw31d058467410022N)T2A0>(01_SHTAgn 4 55 60 65 70 71 695 690 685 680 675 i 695 690 a$ oW 685 STA 50 +40.00 680 PGL 6 85.47 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 675 f Foth DUBUOUE STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS x I IOWA CITY. IA 695 690 685 680 675 -75 -70 -65 -60 -55 695 690 685 680 3 2 675 STA -40 -35 -30 -25 -20 -15 -10 -5 0 -75 -70 -65 -60 -55 -50 -45 -40 -30 -25 -20 -15 -10 -5 a 695 5 o 6 o 690 c ° 685 J S 2 J 3 680 J EE x 675 00 ggq0# b 670-75 70 -65 -60 -55 CLIENT PROJECT NO. 53939 FOTH PROJECT NO. 00221012.00 BY: T. LECLAIR CHECKED BY: M FAHRER DRAWN BY: T LFCLAR EDESIGNED LETTING DATE JANUARY 2024 CAD DATE 10116/2023 4:04:40 PM 3 CAD FILE clpw_workdirlpw_Ie1n11dp584674100221012.00.X01_STRd9n STA A 10 15 20 25 5 10 15 y 7973 Noy -6 PSI 3: 53 t; TY CL� lilt Cl ;( J -20 -15 -10 5 0 5 10 15 20 25 30 35 a0 a5 Foth DUBUQUEINGT STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS IOWA MY, IA 695 690 685 680 675 75 695 690 685 680 75 675 695 690 685 680 675 75 670 XI 695 690 685 680 675 670 695 690 685 680 X 1 675 8 Q 670 STORM PGL 4 I 1 a -Fs An s o n _sT: AA -ns _en _as _aa n t _�n _1s _1n -s n s 10 is ` STORM SE1 ER INTAKE A 50 +80.00 PGL 684.82' rs -7n -Rs -(n -ss .sn -AS .An -As -3n .9s _?n -1s -in -s n s 1n 1s 695 o ° 690 t i 685 J 5 F 0 680 4 7 B 675 0 670 75 -70 -65 -60 -55 CLIENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY. T LECLAIR CHECKED BY: M. FAHRER DRAWN BY: T. LECIAIR LETTING DATE DECEMBER 2023 CAD DATE 1 1/10/2023 1:18:59 PM o } CAD FILE: cipw_workdirlpw_kUvd_kmw31d0584674100221012.00 XOI.SHTdgn n D 7073 NOY 13 AM $= 20 a I 40 45 50 55 60 l l l l 45 50 55 60 65 695 690 685 680 675 670 695 690 685 680 675 670 695 690 ow 685 680 STA 50 +70.00 675 PGL 5.03' 15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 n 7 5 670 SHEET NO. Foth DUBUQUE STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS X.2 I0A4 __ITY.IF 695 690 685 680 675 670 -75 -70 -65 -60 -55 695 690 685 680 0 g Q 675 s_ A. 670 75 -70 -65 -60 -55 - 695 t 3 690 4 a J 3 685 4 J y� t 680 0 675 75 70 -65 -60 -55 g CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 002210I 2.00 DESIGNED BY: T. LECLAIL CHECKED Sr. A& FAHRER DRAWN BY; T. (ECLAIR LETTING DATE JANUARY 2024 CAD DATE 10116/2023 4:04:43 PM °e } CAD FIE: clew.workdlrlpw_Ie1MId0584674100221012.00_)IX) I -40 -35 -30 -25 -20 -15 / -10 -5 0 5 10 A 50 +70.00 PGL 5.03' -20 -15 -10 -5 0 -20 -15 __ E10 : Foth 5 10 15 oW 00 5 10 15 20 75 DUBUOUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE 113 -6 PM 3: 53 ►` CEEF),K f 7W,"A CITY,10 A 695 690 685 680 675 670 30 35 40 45 50 55 60 65 70 75 695 690 685 680 675 670 30 35 40 45 50 55 60 65 70 75 695 690 685 680 675 30 35 40 45 50 55 60 65 70 75 ALLEY WAY SIDE ROAD CROSS SECTIONS X.2 ? � N,OV 13 Ali 8: 20 '-� t`i,TFS � .i . ! iY 690 690 0.1 685 685 680 680 STORM SE VER STA 50 +20.00 675 675 PGL 6 13.94' 670 670 75 -70 -65 -60 -55 -50 45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 695 695 690 690 e d o 685 685 680 680 STORMSEWER STA 50 1 +10.00 675 675 PGL f 84.15' X 8 9 670 670 75 JO -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 s 695 695 690 0 690 N 3 3 0: 0 685 685 d v S P u 0 680 680 *\STORMSEWER v x STA 50 +00.00 675 c 675 PGL 37' r 670 75 0 5 10 15 20 25 30 35 40 45 50 670 70 -65 -60 -55 -50 -45 -40 -35 -30 -25 20 -15 -10 -5 55 60 65 70 75 REVWN DESCldFnON CUENT PROJECT NO: 53939 FOTHPROJECTNO: 0022I0I2MO DESIGNED TE' CIEECUUR CHECKEDBY.MF110/2 DRAWN BY. 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NUARYAIR 4 CHECKED AT: IuI 116/2 DRAWN BY: T. 4:44 P DESIGNED DATE LETTING DATE: IANUARy 2024 CAD DATE IOII6I2023 4:04:a, rroA NO DAIS BY REVISION DESCRIPTION Foth DUBUClUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE ALLEY WAY SIDE ROAD CROSS SECTIONS X.3 CADRE clpw-wakdr%pw-1eltM1dOS$4674100221012.00-X01_SHT.dyn 10`NF CITY. IA. 690 685 680 675 670 690 685 680 675 670 r5 -70 -65 -60 STA 5011 +50.00 -30 -25 -20 -15 -10 -5 0 5 10 30 35 40 45 FILED W3 NOY 13 AM 8: 20 65 70 T 690 685 680 675 670 690 685 680 675 670 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 y� t % Ckl" STORM SWER STA 50 +40.00 PGL 6 83.66' 690 yN b 3 685 5 r 3 r 680 B 675 5 670 75 -70 -65 -60 -55 CLIENT PROJECT NO: 53939 FOTH PROJECT N0: 00221012.00 E DESIGNED BY: T. LEC AIR CHECKED BY: M FAHRER DRAWN BY: T. LEClA1R 5 LETTING DATE DECEMBER 2023 CAD DATE 1 1 / 1012023 1:1900 PM CAD FILE: clew_workdlApw_Ie1Nd-km 3ld05846741002MI 2.00-X01-SHTdgn STORM STA -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 Foth DUBUQUEINGT STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS in.ac rry w1 690 685 680 675 75 670 X.4 690 685 680 675 670 -75 -70 -65 -60 -55 4 -45 4 -35 -30 45 -20 -15 -10 -5 0 690 685 680 675 670 -75 -70 -65 -60 -55 -50 -45 690 3 685 J 5 S J 3 Sz 680 d Y J b E 675 E 0 670 75 -70 -65 -60 -55 CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. LECTAR CHECKED BY: M FAHRER DRAWN BY: T. IECIAIR LETTING DATE JANUARY 2024 CAD DATE 10/16/2023 4104:45 PM o CAD FILE: clpw_w rkdirlpw_kIRI1dOS&46741002MI 2.00.X01-SHEdgn STA 5011 +30.00 L E 7173 NOV -6 Pu ' CiT ' ERK € CJTY.1C 11A m T STA 50 +40.00 PGL 6 83.66' 11,000 O IU I CV Lp JU — — ♦o — -35 -30 -25 -20 -15 -10 -5 0 5 10 A 5011 + 35 40 45 50 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 L# Foth DUB INGT STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE I0Ati CITY. IA ALLEY WAY SIDE ROAD CROSS SECTIONS 690 685 680 675 670 5 690 685 680 675 670 75 690 685 680 675 75 670 m",mr X.4 7073 U01,11 13 AM 8: 20 CITY IY t,1_k.€ K 10 WA C1TY, MIM 690 690 N 685 c lw685 2. 680 680 STORM EWER 675 STA 50 +80.00 675 PGL f 83.00' 670 670 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 690 690 685 685 680 680 PS 675 675 8 s 670 670 75 -70 -65 -60 -55 50 -45 -40 -35 30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 9 J 690 690 685 685 d s r V 3 680 g 4 680 STORM EWER 4 j 67s STA 50 +60.00 675 x c PGL 3.41' g 670 670 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -5 -25 -20 15 -10 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 CLIENT PROJECT NO: S3939 ROTH PROJECT NO: 00221012.00 CHECKED BY.' M DRAWN BY: T. DESIGNEDTE DUBUOUE STREET RECONSTRUCTION ALLEY WAY y ROAD CROSS X5 DEECLMR /1012 1-1910A1R LETTING DATE DEGEM8ER 2023 CAD DATE nnolzo23 1:1991 PM Foth E WASHINGTON STREET TO IOWA AVENUE SIDE SECTIONS 3 CADFILE: dpw-w rkdirlpw_I¢Ilvd-km 31dO5846741002M]2.00>(01_SHT.dgn � IOWA CITY, IA t. STA 50 STO +70.00 SEWER PGL 3.22' 690 685 680 675 670 -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 690 685 680 675 670 -65 -60 -55 -50 -45 690 3 685 5 r 680 g 675 670 75 70 -65 -60 -55 y CUENT PROJECT NO: 53939 FOTH PROJECF NO: 00221012JX0 E DE5rNED BY: T LECLMR CHECKED BY: M. FAHRER DRAWN BY: T LECIAIR S LEMNG DATE JANUARY 2024 CAD DATE 10/ 1612023 4:04:45 PM CAD FRE clpw-w rkdlApw-1¢lRIld0584674100221012A0-X01_SHTdgn 0 -35 -30 -25 -20 -15 -10 d STA 501 +60.00 STA 5 10 15 20 5 10 15 20 25 - F _ 7073 NOV -6 PM 3: 53 ITY IOWA CLERK 40 45 50 55 50 55 60 65 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 FothiT DUB INGT STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE 1()We rr le ALLEY WAY SIDE ROAD CROSS SECTIONS 690 685 680 675 670 75 690 685 680 675 670 690 685 680 675 670 7par"er_ X5 L 'S -70 -65 -60 -55 690 685 680 675 670 695 690 mn 685 — — 7 1 9 680 STORM EWER 675 STA 50 +00.00 PGL 2.54' 670 75 -70 -65 -60 -55 -50 -45 40 -35 -30 -25 -20 -15 -10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7! 690 i" 8 d 685 0 5 u u 0 3 680 c �{ 675 E 0 E b 670 -75 -70 -65 -60 -55 QIENT PROJECT NO: 53939 FOTH PROJECT NO: 00221012.00 DESIGNED BY. T. LECLAR CHECKED BY: M FAHRER DRAWN BY: T LECIAIR LETTING DATE DECEMBER 2023 CAD DATE 1 1I I012023 1:19:02 PM o } CAD FILE clew_w rkdlrlpw.IelWd.km 3LdOS84674L002M 12.00,(01_SHT.dgn N G OW Y Foth STORM F 10 15 20 25 30 35 40 45 50 STORM STA 50 +90.00 0 5 10 15 20 25 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE I01"! CI-f IA 11 70 71 690 685 680 675 670 695 690 685 680 675 670 690 685 680 675 670 35 40 45 50 55 60 65 70 75 bHttl NU. ALLEY WAY SIDE ROAD CROSS SECTIONS X•6 yF) ? z3 IMAll -5 pm t•;'Y'� C t r 1 i 1 4 7� {1vI1 695 695 690 690 685 685 — _ 0 1% 680 680 STA 50 +00.00 675 67s PGL 2.60' 670 670 7s -70 -65 -60 -55 -s0 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 s0 55 60 65 70 75 690 690 o� 685 685 3. 680 680 STA 50 +90.00 675 675 PGL 2.81' 670 670 75 -70 -65 -60 -55 -50 -45 -00 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 690 690 M pi b v d 685 685 2. 680 680 STA 50 +80.00 675 675 PGL 6 83.04' 670 75 70 65 15 20 25 30 35 40 45 50 55 60 65 70 75 670 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 CUENT PROJECT Na 53939 FOTH PROJECT NO: 00221012.00 DESIGNEDBY: TLECJANU RY 4 CXEDIIY: AA /16/2 DRAWNIiY: L4.46PMLECLMR LETTING DATE: IANUARY 2024 CADDATE 10116/2023 4:04:46 PM NO DATE BY REVISION DESCRIPTION Foth DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE ALLEY WAY SIDE ROAD CROSS SECTIONS X.6 CAD FILE. clpw_wmkdlAp.-Wl1 ld05846741002Ml 200.X01_SWdgn IOWA M, IA 690 685 711 NOV 13 AN : 21 O W i/ T Y � +Jb680iwA 675 STORM S ER 670 STA 50 +40.00 665 PGL 1.74' -75 -70 -65 -60 -55 -50 -45 40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7 690 685 o 7. 680 0 675 STORM R 670 STA 50 +30.00 565 PGL 6 81.9X -/J -IV -VJ -OV -JJ -JV Q WJ -4V -3J -JU -LJ -LU -I0 -IU -, U s 690 S g 0 2 °8 685 0 ow b n b � 0.7 680 4 2 J Ca 3 g 675 r 6 E STA 50 670 PGL68 "o 665 75 -70 -65 -60 -55 -50 -45 40 -35 -30 -25 -20 15 -10 5 0 5 CUENT PROJECT NO: S3939 FOTH PROJECT NO: 00221012.00 DESIGNED BY: T. LECLAR CHECKED BY: M. PARKER DRAWN BY: T. L .103 P LETTING DATE DECEMBER 2023 CAD DATE: 1111012023 1:17.03 PM Foth CAD PRE,clpw_mrkdirlpw_lel(vd-km 3%d0584674100221112.00,(O I_SHTdgn 690 685 680 675 670 665 5 690 685 680 675 670 665 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 690 m � c W 685 680 ER 675 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 665 UQUE STREET RECONSTRUCTION ALLEY WAY iINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS X,7 IOWA CITY. IA 690 685 0 680 675 670 665 -75 -70 -65 -60 -56 .50 -45 -40 -35 -30 -25 -20 -15 -10 -5 690 685 O 680 675 3 670 z a c 665 -75 -70 -65 -60 -55 -50 -45 440 -35 -30 -25 -20 -15 -10 -5 `0 E o 690 ci 685 3 i r — 5 680 7 2 675 i 670 75 70 65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 CIJENT PROJECT NO: 53939 FOTH PROJECT NO 00221012.00 E DESIGNED T LKWR M F11612 DRAWN BY: R DATE, 4 CAD AT i LETItJC DATE IANUARV 2024 CAD DATE 10/ 16/Z023 4:04:47 PM 104:47 Foth i CAD FILE clpw..ro WiApw_Ie1MId0584674100221012.00.X01_SHFd9n STA 00 50 +10.00 PGL 2.40' cd 15 20 25 30 35 40 45 60 65 -----I-----I--4--4----I---+--t---I--rt--1----F 20 25 30 35 40 60 65 70 - - -L - - I-- - -1 - - 4 - - +- - -1 - - -+ - - i-- - -I- - rt- -T- - -F 5 10 15 20 25 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CFfY, IA ALLEY WAY SIDE ROAD CROSS SECTIONS 690 685 680 675 670 665 690 685 680 675 670 665 690 685 680 675 75 670 X7 685 680 675 690 685 680 X 8 675 Q 0 670 F= I 690 1--�__--1--_t--{---1--4-- 1 - -70 -65 -60 -55 -50 STORM +70.00 I I I I I L -10 .5 0 5 10 15 I I I l l l l l I I l l I I t r5 .70 -65 -60 -55 -SO -AS -M -35 -30 -DS -90 -15 -10 -5 685 J 5 r J 3 680 J E E 675 E 0 670 7s -7o -65 -60 -55 g CUENT PROJECT 1,10: 53939 FOTH PROJECT NO. 00221012.00 DESIGNED BY: T. LECLAIR CHECKED BY: AL FAHRER DRAWN BY. T. LFCLABT LETTING DATE DECEMBER 2023 CAD DATE: 1111012023 1:1904 PM c 3 CAD FILE clpw_workdidpw_Ie1Wd_k-31d058467410022101200-XOI_SHTdgO n 11' Foth. STORM So STA 502+60.00 STA 509+; 5 10 15 20 25 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ., ' 7973 NOY 13 AM ?_ r l 1 CL__ K i010,TA CIT 1 1 60 65 70 7 F 30 35 40 45 50 55 60 65 OYU 685 680 675 670 685 680 675 670 690 685 680 675 670 35 40 15 50 55 60 65 70 75 SHEET NO ALLEY WAY SIDE ROAD CROSS SECTIONS X 8 690 690 S 685 ci 0 685 680 99 680 STA 50 +60.00 675 PGL 6 81.50' 675 670 670 75 -70 -65 -60 -55 -50 45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 690 690 685 P N 0 0 oW 685 680 9, 9 680 STA 50 +50.00 675 0,000 PGL 6 81.68' 675 K leo oe 670 I I I I k 670 z -75 -70 65 -60 -55 .50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 3 5 690 690 5 o 5 ° 685 685 N � o W 9 680 680 o 675 675 J N E STA 50 +40.00 670 PGL 1.86' 670 665 665 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 v CUEMPROJECT NO. 53939 FOTHPROJECT NO, 00221012.00 REVISAON DESCRIPTIONDUBUOUE STREET RECONSTRUCTION ALLEY WAY T.LEC.UAW CFiECKEDAT i DETINGD M0/1612R DwlwNev: E WASHINGTON STREET TO IOWA SIDE ROAD CROSS SECTIONS LETTING DATE JANUARV 2024 CADDATE: TE, 10116/2023 4:04:48 PM 1D4:4 I' AVENUE A.$ CAD FILE: clpw_w rkdirlpw-Ie1MIdOS846741002Ml2.00_X01_SMLdgn IOWA CITY, IA 690 685 680 675 670 685 680 675 685 680 K 3 q¢ 675 S i 670 t W Z01 floe ( 3 AM 8: 2 I C t 'IIA ± ... CLERK 11 7 r f. i'F A STA 50 STORM S +10.00 EWER PGL 0.94' -75 -70 45 -60 -55 -50 45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 STORM STA 1 I 1 I I I 1 an -es -An -ss -v1 -ns -en -ss -an as an -Ts -in -s n l I I a I I I I I 1 1 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 690 e 685 4 i' J 680 0 675 0 670 75 -70 -65 -60 -55 - CLIENT PROJECT NO: 53939 FOTH PROJECT NO, 00221012A0 DESIGNED BY T. LECWR CHECKED BY: M. FAHRER DRAWN BY: T LECLAIR LETTING DATE DECEMBER 2023 CAD DATE 1111012023 1:19.05 PM o CAD FILE clew-workdlApw-Iellvd.km 3ld0564674100221012.00,L01-SHTAgn STA 690 685 680 675 670 690 685 680 675 i670 690 685 680 675 i670 690 685 - oW 1 61 2. 680 STORM EWER STA 50 +80.00 675 PGL 6 81.15' -- 15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 SHEET NO. DUBUQUE STREET RECONSTRUCTION ALLEY WAY Foth E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS X.9 IOWA CITY, IA 690 685 680 675 670 -75 -70 -65 -60 -55 .50 690 685 680 675 670 -75 40 -65 -60 -55 -50 690 685 680 675 670 -35 -30 -25 -5 STA -35 -30 -25 -20 -15 -10 / -5 0 0 15 20 25 30 5 10 15 20 40 45 690 685 680 675 670 65 70 75 690 685 680 675 670 65 70 75 691 68 17% t % 681 STA 50 +80.00 67. PGL 1.1,V 671 -75 -70 -65 -60 -55 -50 00 690 685 oor 680 675 670 75 -70 -65 -60 -55 -50 CLIENT PROJECT NO. S3939 FOTH PROJECT NO: 0022101200 DESIGNED BY: T LE{IAR CHECKED BY M FAHRER DRAWN BY: T LECLAIR LETTING DATE JANUARY 2024 CAD DATE: 10/1612023 41D4:48 PM CAD FILE clqv_workdlApw_I¢IMId0584674100221012.00-MI-SHLdgn -4U -JD -JU -Zo -IV -11 -IU -7 V .7 IV IJ IV L' 3V 3V YV 9J JV JV VV OV /V /.� 690 a ^,d 685 0 680 STA 50 +70.00 PGL 1.32' 675 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 670 NO DATE BY REVISIONDESCRIPIION DUBUOUE STREET RECONSTRUCTION ALLEY WAY F 1,11111 NlJ* I# Foth E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS x9 IOWA CITY, IA 690 685 680 675 670 690 685 680 5 c 3 675 3 a 3c 7 670 `o E STA 50 +40.00 PGL 0.43' 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 7! -60 -55 -50 -45 -40 ° 690 u 685 4 r 3 g 680 C 3 E 675 'o 670 75 70 65 -60 -55 d Cl1ENT PROJECT NO: S3939 FOTH PROJECT NO: 00221D 12.00 DESIGNED BY: T. LECLAR CHECKED BY: AA FAHRER DRAWN BY: T. LECWR LETTING DATE DECEMBER 2023 CAD DATE 1 1I IOJ2023 1:19:D6 PM 3 CAD FILE. clpw_w rkd[Apw-Iet vd-Rmw31d0584674100221012.00.X01_SHTA9. -45 -40 -35 STORM J 5 -10 -5 0 5 10 15 20 25 30 1 11, Foth 65 70 7! 690 685 680 675 670 690 685 680 675 670 i 690 685 I w 9' 680 STORM S ER +20.00 675 10.79' 670 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 r+_Lr ruc DUBUOUE STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS X.10 IOWA CITY. IA 690 685 680 675 670 d -75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 .20 -15 -10 -5 0 5 10 15 20 25 690 685 680 675 670 -75 40 -65 -60 -55 -50 -45 4 -35 -30 -25 -20 -15 690 685 680 3 675 3 s S 670 NOV-6 FM 3:53 i C'1( -t t,LL 1111"A TNA 35 40 45 50 55 60 -5 0 5 10 15 20 25 30 35 40 45 50 55 .10 000�< t x STA 50 +900 PGL 0.51' 2 -75 -70 -65 -00 -55 -50 -40 -35 -30 -25 -20 -15 u 690 6 t 685 i 7 S a 7 680 b ol J 675 5 670 75 -70 -65 -60 -55 -50 -45 40 -35 -30 -25 -20 -15 CLIENT PROJECT NO: S3939 EOTH PROJECT NO 0022101200 NO DATE BY REVISION DESCRIPTION DESIGNED DATE' T.J NUARYECLAIR CHECKED BY: AL /1612 DRAWN BY. E LECL4:49 R Foth LETTING DATE JANUARY 2024 CAD DATE 10116I2023 4M:49 PM CADHLE clpw-w rkdlApw_Ie1MId058467410022R)1200,T01_SHTdgn STA 509710.00 5 10 15 20 25 DUBUQUE STREET RECONSTRUCTION E WASHINGTON STREET TO IOWA AVENUE IOWA CITY, IA ALLEY WAY SIDE ROAD CROSS SECTIONS 690 685 680 675 i670 690 685 680 675 i670 690 685 680 675 670 75 690 685 680 675 75 670 Tmrmr x10 690 685 680 675 670 665 690 685 680 675 � l 670 K 3 a 665 a 690 5 0 L; o 685 b n b 0 680 7 5 S 3 S 675 8 E 670 P E 0 665 75 -70 -65 -60 -55 - CLIENT PROJECT NO: 53939 FOTH PROJECT NO 00221012.00 DESIGNED BY. T LECLAR CHECKED BY: M FAHRER DRAWN BY: T. LECINR oLETTING DATE DECEMBER 2023 CAD DATE 1 1 / I012023 I : I — PM CAD FILE clpw_workdirlpw_Ie1Wd_km 31d05846741o022R112.00>(01_SHTdgn '3I 0 STA STORM ?073 13 AM 8: 21 -15 -10 -5 0 5 10 15 20 25 30 35 d0 65 50 55 60 65 70 7, STA L -15 -10 -5 5 10 15 20 25 30 35 d0 d5 50 55 60 65 70 7! 690 685 680 675 670 665 i 690 685 680 675 670 665 i 690 685 W O W 680 ST RM SEWER 675 STA 50 +50.00 PGL 0.25' 670 20 -15 -10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 665 DUBUOUE STREET RECONSTRUCTION ALLEY WAY �y Foth E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS X. ] 1 IOWA CITY. IA 690 685 680 675 670 665 590 685 P LL W O 680 O 675 STA 50 +60.00 67o PGL 6 79.97' 665 j -/0 -/U -00 bu -uD 690 5 685 680 r J 3 675 STA 502. 0 670 PGL 61 i 665 0 75 -70 -65 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 w CLIENT PROJECT NO: 53939 FOTH PROJECT NO: 0022101200 REVISION DESCRIPTION DESIGNED CHECKED DRAWN BY: Al I # J NUARYECLAIR AT o LETTING DATE JANUARY 2024 CAD DATE DATE 11612 2023 4:04:50 PM : 41150 P �0� � .-.� e��. _�_...........�.,_... e�»nnnsa4R7a1nm21n120n 7'lIn l Yn1 turn�. A w 0 DUBUQUE STREET RECONSTRUCTION ALLEY WAY E WASHINGTON STREET TO IOWA AVENUE SIDE ROAD CROSS SECTIONS IOWA CITY, IA 690 685 680 675 670 i665 690 685 680 675 670 665 75 690 685 680 675 670 75 665 X• 1 1 Prepared by: Alin Dumachi, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5143 Resolution No. 23-291 Resolution setting a public hearing on November 21, 2023 on project manual and estimate of cost for the construction of the Dubuque Street Reconstruction Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Dubuque Street Reconstruction Project account # S3939. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the project manual and estimate of cost for the construction of the above -mentioned project is to be held on the 215t day of November, 2023, at 6:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above -named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the project manual and estimate of cost for the construction of the above -named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 6th day of November , 2023 M yo Approved by Attest: City dierk City Attorn 's Office (Sara Hektoen-11/02/2023) It was moved by Bergus and seconded by Alter the Resolution be adopted, and upon roll call there were: Ayes: X x x x X Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas 11,C Prepared by: Alin Dumachi, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5143 Resolution No. 23-310 Resolution approving project manual and estimate of cost for the construction of the Dubuque Street Reconstruction 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 project manual 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 Dubuque Street Reconstruction account #S3939. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual and estimate of cost for the above -named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above - named project shall be in the 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 21 st day of December, 2023. 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 6:00 p.m. on the 2"d day of January, 2024, or at a special meeting called for that purpose. Passed and approved this 21st r Attest: City Clerk day of November , 2023. r® Approved City Attpfney's Office (Sara Hektoen-11/08/2023) Resolution No. 23-21o Page 2 It was moved by Alter adopted, and upon roll call there were: Ayes: x x x and seconded by Bergus the Resolution be Nays: Absent: Alter Bergus Harmsen Salih Taylor Teague Thomas A'.raR 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 Dubuque Street Reconstruction Classified ID: 111700668946 A printed copy of which is attached and made part of this certificate, provided on 11/27/2023 to be posted on the Iowa League of Cities internet site on the following date: 2023-11-27 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 11/27/2023 4 � w'-4,U —� Alan Kemp, Executive Director r 0100 NOTICE TO BIDDERS DUBUQUE STREET RECONSTRUCTION PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 21" day of December, 2023. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 2nd day of January, 2024, or at special meeting called for that purpose. The Project will involve the following: removal of existing and installation of approximately 930 linear feet of new storm sewer; installation subdrain and roof drain trunk line; removal of existing and installation of 400 linear feet of new sanitary sewer; abandonment, capping and removal of existing water main; installation of new water main, hydrants, fittings and services; removal of existing and installation of approximately 3,850 square yards of street and sidewalk pavement; lighting, irrigation, electric and parking meters; installation of landscaping features including plantings, pavers, mulch, limestone blocks, bicycle racks, litter receptacles and benches. The project is located on S. Dubuque Street between Iowa Avenue and E. Washington Street in Iowa City, Iowa. All work is to be done in strict compliance with the Project Manual prepared by Foth Infrastructure & Environment, LLC, of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security 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 (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, 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. Dubuque Street Reconstruction Project 0100 —Page 1 of 2 The following limitations shall apply to this Project: Early Start Date: March 25, 2024 Late Start Date April 8, 2024 Substantial Completion Date: August 23, 2024 Final Completion Date: September 20, 2024 Liquidated Damages: $1,500 per day All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date except for the installation of trees, plantings, mulch and planting soils. Full roadway closure will be allowed for the duration of the project up to the Substantial Completion Date. Pedestrian access shall be maintained to businesses at all times during construction. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll -Free: (800) 779-0093. 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 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 list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK Dubuque Street Reconstruction Project 0100 — Page 2 of 2 Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Monday, November 27, 2023 9:48 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: We sent you safe versions of your files; 11.27.23 Notice To Bidders.pdf A RISK ** This email originated outside of the City of Iowa City email system. Please take extra care opening any links or attachments. ** Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files. 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 — Lower City Park Festival Stage Improvements Project Iowa City — Dubuque Street Reconstruction Project Iowa City —American Legion Road and Boulevard Landscaping Project A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): November 27, 2023 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. November 27, 2023 Date President/CEO of The Construction Update Plan Room Network Cindy Adams Project information ,sr Master Builders of Iowa P (515) 402-9858 E CAdams ci MBI. Build I W www MBI.Build DAILY NOTICE construction update ctl 0100 NOTICE TO BIDDERS DUBUQUE STREET RECONSTRUCTION PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 211" day of December, 2023. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 21 day of January, 2024, or at special meeting called for that purpose. The Project will involve the following: removal of existing and installation of approximately 930 linear feet of new storm sewer, installation subdrain and roof drain trunk line; removal of existing and installation of 400 linear feet of new sanitary sewer; abandonment, capping and removal of existing water main; installation of new water main, hydrants, fittings and services; removal of existing and installation of approximately 3,850 square yards of street and sidewalk pavement; lighting, irrigation, electric and parking meters; installation of landscaping features including plantings, pavers, mulch, limestone blocks, bicycle racks, litter receptacles and benches. The project is located on S. Dubuque Street between Iowa Avenue and E. Washington Street in Iowa City, Iowa. All work is to be done in strict compliance with the Project Manual prepared by Foth Infrastructure & Environment, LLC, of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security 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 (in the form shown in Section 0510} ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, 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. Dubuque Street Reconstruction Project 0100 —Page 1 of 2 The following limitations shall apply to this Project: Early Start Date: March 25, 2024 Late Start Date April 8, 2024 Substantial Completion Date: August 23, 2024 Final Completion Date: September 20, 2024 Liquidated Damages, $1,500 per day All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date except for the installation of trees, plantings, mulch and planting soils. Full roadway closure will be allowed for the duration of the project up to the Substantial Completion Date. Pedestrian access shall be maintained to businesses at all times during construction. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll -Free: (800) 779-0093. 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 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 list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK Dubuque Street Reconstruction Project 0100 — Page 2 of 2 M Prepared by: Alin Dumachi, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356-5143 Resolution No. 24-03 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Dubuque Street Reconstruction Project Whereas, Portzen Construction, Inc. of Dubuque, Iowa, has submitted the lowest responsible bid of $3,739,999.75 for construction of the above -named project; and Whereas, funds for this project are available in the Dubuque Street Reconstruction Project account #S3939. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The contract for the construction of the above -named project is hereby awarded to 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 and the City Clerk to attest the contract for construction of the above -named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. 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. Passed and approved this 2na day of JaniiarT , 2024. Attest: f City Clerk It was moved by salih adopted, and upon roll call there were: or Approved by City Attorneyffice - 12/22/2023 and seconded by Dunn Ayes: Nays: Absent: X Alter X Bergus X Dunn X Harmsen X —� Moe - Salih Teague the Resolution be ENGINEER'S REPORT August 11, 2025 City Council Iowa City, Iowa Re: Dubuque Street Reconstruction Project Dear City Council: CITY OF IOWA CITY 410 Feat Washittgton Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 355 - 5009 TIAX W'%'V/ ic8oV,or8 I hereby certify that the Dubuque Street Reconstruction Project has been completed by Portzen Construction, Inc. of Dubuque, Iowa, in substantial accordance with the Project Manual developed by Foth Infrastructure and Environment, LLC. The project was bid as a unit price contract, and the final contract price is $3,687,141.68. There were fifteen (15) change orders on this project as follows: 1. Class 13 excavation $1,750.00 2. Replacement of unsuitable backfill $850.00 3. Custom electrical cabinet $16,713.26 4. Five spare catenary fixtures $7,238.97 5. Water service modifications $10,417.80 6. Incentive pay and additional working days due to Lumen and MidAmerican electric relocation delay $37,500.00 7. Round decorative base covers for catenary poles $4,554.00 8. Relocation of traffic signal $7,322.48 9. Limestone block modifications $2,585.00 10. Relocation of roadway light pole footing $3,843.40 11. New chain link fence and gate for 21 S. Linn Street $22,829.95 12. Credit for the vault hatch at 1 S. Dubuque Street -$4,228.00 13. Storm sewer intake, SW-512, 36-inch $2,800.00 14. Concrete wheel stoppers for dumpsters in the alley $1,662.00 15. Credit for decorative pole base cover substitution -$5,600.00 TOTAL $110,138.86 I recommend that the above -referenced improvements be accepted by,the City of Iowa City. Sincerely, Jason Havel, PE City Engineer Prepared by: Alin Dumachi, Sr. Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5143 Resolution No. 25-198 Resolution accepting the work for the Dubuque Street Reconstruction Project. Whereas, the Engineering Division has recommended that the work for construction of the Dubuque Street Reconstruction Project, as included in a contract between the City of Iowa City and Portzen Construction, Inc. of Dubuque, Iowa, dated January 11th, 2024, 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 Dubuque Street Reconstruction Project account # S3939; and Whereas, the final contract price is $3,687,141.68. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 19th day of August , 2025 l r Attest: City U1erK It was moved by Weilein and seconded by adopted, and upon roll call there were: Ayes: Nays: x —x— x x x x x Approved by G �- City Attorne s Office (Jennifer Schwickerath-.08/13/2025) Alter the Resolution be Absent: Alter Bergus Harmsen Moe Salih Teague Weilein - .trf,r, C r: I ; Bond #54255509 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND DUBUQUE STREET RECONSTRUCTION PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS That we, Portzen Construction Inc, of Dubuque, Iowa , as Principal (hereinafter the "Contractor" or "Principal") and United Fire & Casualty Company as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all perso% wh o iml?yob ee�enendu W,,eipytnbre ch A ea roo�a hp conditions of this Bond in the penal sum of n i na hiin ira i ni nAtV-ni nA HnI 1 A rs inci qpjTpnf� fi Ir cents dollars ($ 3, 739, 999. 75 ), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the 6th day of November 2023 , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: The Project will involve the following: removal of existing and installation of approximately 430 linear feet of new storm sewer; installation subdrain and roof drain trunk line; removal of existing and installation of 420 linear feet of new sanitary sewer; abandonment, capping and removal of existing water main; installation of new water main, hydrants, fittings and services; removal of existing and installation of approximately 3,520 square yards of street and sidewalk pavement; lighting, electric and parking meters; installation of landscaping features including plantings, pavers, mulch, limestone blocks, bicycle racks, litter receptacles and benches. The project is located on S. Dubuque Street between Iowa Avenue and E. Washington Street in Iowa City, Iowa. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond Dubuque Street Reconstruction Project 0510 — Page 25 of 4 is given, including but not limited to claims for all amounts due for labor, materials, rr T`I `ica�1}S, (Oil, bOsoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of ):he contract price the Jurisdiction is required to retain until completion of the improyemerit but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of five year(s) (5) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less than five year(s) (5) after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way, but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense" would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction Dubuque Street Reconstruction Project 0510 — Page 26 of 4 will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. In the event the Jurisdiction incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond and the Contract; second, if not defined in the Bond or Contract, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract is hereby made a part of this Bond. Dubuque Street Reconstruction Project 0510 — Page 27 of 4 PRINCIPAL: Portzen Construction Inc Michael J Portzen Printed Name of Contractor Officer By By Signature o Cont for Officer Cr+ry W^ NOTE: 1. 2. 3. 4. President Title of Contractor Officer SURETY: United Fire & Casualty Company Surety Company Name 1A Signature of Attorney -in -Fact Officer Dan Wellik Printed Name of Attorney -in -Fact Officer AssurdPartners Great Plains LLC Company Name of Attorney -in -Fact 501 Bell Street Company Address of Attorney -in -Fact Dubuque, Iowa 52001 City, State, Zip Code of Attorney -in - Fact 563-556-0272 Telephone Number of Attorney -in -Fact All signatures on this performance, payment, and maintenance bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. This bond must be sealed with the Surety's raised, embossing seal. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this bond must be exactly as listed on the Certificate or Power of Attorney accompanying this bond. Dubuque Street Reconstruction Project 0510 - Page 28 of 4 A UNITED FIRE & CASUALTY COMPANY; CEDAR RAPIDS, IA Inquiries: Surety Department UftUNITED FIRE & INDEMNITY COMPANY, WEBSTER, TX t 18 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY, LOS ANGELES, CA Cedar Rapids, L4 52401 INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company - See Certification) KNOW ALL PERSONS BY 1H"E PRESENTS, That United Fine & Casualty Company, a corporation duly organized and existing wider the laws of the State of lowa; United Fire & Indemnity Company, a corporation duly organized and existurg under the laws of the State of Texas; grid 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 Rapids, State of Iowa, does make, constitute and appoint SCOTT A. DESOUSA, MARK J. PHALEN, DAN WELLIK,-SHIRLEY M. SHANNON, ERIC DESOUSA, LAUREN MOSER, JENA WILWERT, EACH INDIVIDUALLY r-aW� their true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in its behalf all 144141 bo#q,—j undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $50, 00©j,000. 00 , , and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorirzil rd 1t�crs�f rite C`onuban es and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed. 'lie Authority hereby granted is continuous and shall remain in full force and effect tmtil revoked by I Inited Fire & Casuals Coq gliny, United Fire & Indemnity Company, and Financial Pacific Insurance Company. 'his Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted by the Boards of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "Article VI — Surety Bonds and I'udertnkints" Section'_', Appointmenrof Attorney -in -Fact. " the President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written certificate, 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 seal, maybe affixed by facsimile to any power of attorney or special pcnver of attorney or certilication 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 ire though manually affixed. Such atomeys-in-fact, subject to the limitations set of forth in their respective 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 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 attorney -in -fact. IN WITNESS %`HEREOF, the COMPANIES have each caused these presents to be signed by its vice president and its corporate seal to be hereto affixed this 1st day of December, 2021 \\1111111Y � ,\��cv1��>,, paNl�l%loiyy q� ;�C h34w'a �s�?a` }.-•„e� UNITED FIRE& CASUALTY COMPANY 11AlYl7AA,r # coalrlll,lt g � 7. o - UNITED FIRE & INDEMNITY COMPANY lo�2Z - FINANCIAL PACIFIC INSURANCE COMPANY SEAL • s� SEAL ' _ ?��'. o ��. S � /(]1/�/�f� _. By: I IYIIIA1111N llnnlnl„',1w "``" State of Iowa, County of L{!V inn, ss: Vice President On 1st day of December, 2021, before me personally came Dennis J. Richmann to me known, who being by me duly sw•onL 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; drat 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 saute to be the act and deed of said corporations. h111 Judith A. Jones o Iowa Notarial Seal Commission number 173041 Notary Public ove My Commission Expires 423/2024 My commission expires: 423/2024 1, Mary A. Bertsch, Assistant Secretary of United Fire & Casualty Company and Assistant Secretary of Uuited Fire & Indemnity Company, and Assistarnt 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 rite said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof 1 have hereunto subscribed my name and affixed the corporate seal of the said Corporations this 10th day of January , 2o24 94 AJr/y�&'U FS uanm+n '�� Z% lVR1[N I }` iNl1 J7 � '�-r' . - �: Assistant Secretary, '+,° ,rs +- .•a :=t.. a,�, ; OF&C & OF&1 & FPIC BPOA0049 1217 This paper has a colored background and void pantograph.