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Home My WebLink AboutJ STREET SANITARY SEWER REPLACEMENT PROJECT/2023J STREET SANITARY SEWER REPLACEMENT PROJECT - 2023 13-Jan-2023 Plans, specs, project manual, engineer's opinion of cost 24-Jan-2023 Res No. 23-24: Setting public hearing 30-Jan-2023 Notice of Public Hearing 07-Feb-2023 Res No. 23-38: Approving project manual and estimate of cost 09-Feb-2023 Notice to bidders 07-Mar-2023 Res No. 23-59: Awarding Contract 05-Apr-2023 Performance, Payment, & Maintenance Bond 26-Jul-2024 Engineer's Report 06-Aug-2024 Res No. 24-205: Accepting the work WATER ENGINEEE�ING 1029 Hershey Avenue Muscatine, IA 52761 563.506.2673 brad@watersmithengineering.com Joe Welter, PE City of Iowa City 410 East Washington Street Iowa City, IA 52240 January 13, 2023 Subject: J Street Sanitary Sewer Replacement Project, Engineer's Opinion of Cost Dear Mr. Welter, The engineer's opinion of cost for the J Street Sanitary Sewer Replacement Project with Public Hearing date of February 7, 2023 is $550,000. Please let me know if you need any additional information. Sincerely, Bradley W. Roeth P.E. Senior Engineer 1 mii:I I I p - "kt M�aa1�1 CITY OF IOWA CITY UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE FORMAL J STREET SANITARY SEWER REPLACEMENT PROJECT IOWA CITY, IOWA r- JANUARY 13, 2023 =' E S S IO V. 2 r BRADLEY W. : Z LU • ROETH : m 16536 ? a 0005 CERTIFICATIONS PAGE 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. LO ley License Number: 16536 1 /13/2023 Date My license renewal date is December 31, 20 24 Pages or sheets covered by this seal: Entire Bound Document J Street Sanitary Sewer Replacement Project 0005 — Page 1 of 1 0010 TABLE OF CONTENTS PROJECT MANUAL 201 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 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND 0520 CONTRACT COMPLIANCE 0530 WAGE THEFT POLICY SUDAS STANDARD SPECIFICATIONS GENERAL SUPPLEMENTAL SPECIFICATIONS SUPPLEMENTAL SPECIFICATIONS SPECIAL PROVISIONS PLANS "T e APPENDICES; J Street Sanitary Sewer Replacement Project 0010 — Page 1 of 1 0100 NOTICE TO BIDDERS J STREET SANITARY SEWER REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 28th day of February 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 7th day of March 2023, or at special meeting called for that purpose. The Project will involve the following: Approximately 290 LF of 8" sanitary sewer replacement, sewer lateral replacement, 1,400 SY of street pavement removal and replacement, 490 SY of sidewalk, 230 SY of driveway, ADA ramps, water main modifications, and other related work. All work is to be done in strict compliance with the Project Manual prepared by Watersmith Engineering, of Muscatine, 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. J Street Sanitary Sewer Replacement Project 0100 — Page 1 of 2 The following limitations shall apply to this Project: Specified Start Date: June 5, 2023 Substantial Completion: August 21, 2023 Final Completion: September 20, 2023 Liquidated Damages: $500 per day 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehling@iowa-city.orct. 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 J Street Sanitary Sewer Replacement Project 0100 — Page 2 of 2 0110 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE J STREET SANITARY SEWER REPLACEMENT PROJECT IN THE CITY OF IOWA CITY, 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 J Street Sanitary Sewer Replacement in said city at 6 p.m. on the 7th day of February, 2023, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This project includes approximately 290 LF of 8" sanitary sewer replacement, sewer lateral replacement, 1,400 SY of street pavement removal and replacement, 490 SY of sidewalk, 230 SY of driveway, ADA ramps, water main modifications, and other related work and is located at J Street between 1 st Avenue and 3rd Avenue. 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 J Street Sanitary Sewer Replacement Project 0110 — Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS J Street Sanitary Sewer Replacement PROJECT Optional Pre -Bid Meeting: a. Time, Date, and Location: Date and Time: February 21, 2023, at 2:00pm Location: City Hall, 3rd Floor, Engineering Conference Room 2. Bid Submittals: a. Time, Date and Location: February 28, 2023, at 3:00pm 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. 5. Progress and Schedule: a. Contract Times: Specified Start Date: June 5, 2023 Substantial Completion: August 21, 2023 Final Completion: September 20, 2023 -r— Liquidated Damages: $500 per day' 4 c b. Work Restrictions: i. No work shall be done between 10:00 pm and 7:00 am without,tjhe 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. C. Community Events: J Street Sanitary Sewer Replacement Project 0200 — Page 1 of 3 i. The Iowa City Community School District ends spring semester classes on June 6, 2023. ii. The Iowa City Community School District begins fall semester: classes on August 23, 2023. iii. No work shall occur on University of Iowa Home Football game -days. 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 Contractor 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 Contractor shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0520. 11. 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. 12. 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 J Street Sanitary Sewer Replacement Project 0200 — Page 2 of 3 if adequate record documentation is not submitted by the Final Completion Date. 1-1� e� J Street Sanitary Sewer Replacement Project 0200 — Page 3 of 3 0400 PROPOSAL J STREET SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY 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. Co J Street Sanitary Sewer Replacement Project 0400 — Page 1 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT 1 CLEARING AND LS 1 GRUBBING 2 ON -SITE TOPSOIL, CY 175 STRIP, STOCKPILE, SPREAD, BASED ON 8" DEPTH 3 BELOW GRADE SY 360 EXCAVATION (CORE OUT) 4 SUBGRADE SY 1283 PREPARATION 5 GRANULAR TONS 100 STABILIZATION, CLASS II BACKFILL MATERIAL 6 SUBBASE, MODIFIED, SY 2035 6" 7 COMPACTION LS 1 TESTING 8 TRENCH TON 50 FOUNDATION 9 REPLACEMENT OF CY 90 UNSUITABLE BACKFILL MATERIAL 10 SPECIAL PIPE LF 20 SUPPORT, FLOWABLE MORTAR FILL UTILITY LINE SUPPORT 11 TRENCH LS 1 COMPACTION TESTING 12 SANITARY SEWER LF 289 GRAVITY MAIN, TRENCHED, TRUSS - TYPE PVC, 8" 13 SANITARY SEWER LF 380 SERVICE STUB, SDR 23.5 PVC, 4" 14 REMOVAL OF LF 289 SANITARY SEWER,: VCP, 8" r 15 SANITARY SEWER EA 1 CLEANOUT, 4" 16 SANITARY SEWER LF 115 ABANDONMENT, FILL AND PLUG, 8", CLSM J Street Sanitary Sewer Replacement Project 0400 — Page 2 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT 17 SUBDRAINS AND LF 540 FOOTING DRAIN COLLECTORS, HDPE, 6" 18 SUBDRAIN OR EA 1 FOOTING DRAIN CLEANOUTS, TYPE A-1 19 SUBDRAIN OR EA 5 FOOTING DRAIN OUTLETS AND CONNECTIONS 20 BYPASS PUMPING LS 1 21 WATERMAIN, LF 32 TRENCHED, 6", PVC 22 WATERMAIN, LF 82 TRENCHED 8", PVC 23 FITTINGS LBS 1040 24 WATER SERVICE STUB EA 4 25 6" VALVE EA 4 26 8" VALVE EA 3 27 FIRE HYDRANT EA 2 ASSEMBLY 28 VALVE BOX EA 2 REPLACMENT 29 FIRE HYDRANT EA 2 ASSEMBLY REMOVAL 30 MANHOLE, SW-301, EA 2 48" 31 MANHOLE OR INTAKE EA 1 ADJUSTMENT, MINOR 32 REMOVE MANHOLE EA 2 33 PAVEMENT, PCC, 8", SY 1415 C-SUD MIX 34 PCC PAVEMENT LS 1 SAMPLES AND TESTING 35 REMOVAL OF SY 322 SIDEWALK AND DRIVEWAY 36 SIDEWALK, PCC, 4", C- SY 490 SUD MIX J Street Sanitary Sewer Replacement Project 0400 — Page 3 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT 37 DETECTABLE SF 40 WARNING 38 DRIVEWAY, PAVED, SY 234 PCC, 6", C-SUD MIX 39 DRIVEWAY, SY 14 GRANULAR SURFACING 40 PAVEMENT REMOVAL SY 1415 41 TEMPORARY TRAFFIC LS 1 CONTROL 42 TEMPORARY AC 0.16 SEEDING, TYPE 5 43 HYDRAULIC SEEDING, AC 0.16 TYPE 1 SEED MIX, INCLUDING WATERING AND WARRANTY 44 SWPPP MEASURES - LF 1500 WATTLES, 9", INCLUDES INSTALLATION AND REMOVAL 45 SWPPP MEASURES - EA 4 INLET PROTECTION DEVICE 46 CONSTRUCTION LS 1 SURVEY 47 MOBILIZATION LS 1 48 TEMPORARY SY 187-- GRANULAR SIDEWALK 49 CONCRETE WASHOUT LS 1 TOTAL EXTENDED AMOUNT = The Bidder may submit computer -generated unit price table in accordance with the Special Provisions. J Street Sanitary Sewer Replacement Project 0400 — Page 4 of 6 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors are subject to approval by City of Iowa City. CD J Street Sanitary Sewer Replacement Project 0400 — Page 5 of 6 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. J Street Sanitary Sewer Replacement Project 0400 — Page 6 of 6 0405 BIDDER STATUS FORM All bidders must submit the following completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. To be completed by all bidders Part A ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the Worksheet: 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) City, State, Zip Code: Dates: to Address: (mmlddfyyyy) City, State, Zip Code: Dates: to Address: (mm/dWyyyy) City, State, Zip Code: You may attach additional sheet(s) if needed. To be completed by non-resident bidders Part C l . Name of home state or foreign country reported to the Iowa Secretary of State: w.. 2. Does your company's home state or foreign country offer preference to bidders who are residents? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home stata foreign country and the appropriate legal citation You may attach additional sheet(s) if needed. '+-n To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: Signature: Date: J Street Sanitary Sewer Replacement Project 0405 — Page 1 of 2 WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa Secretary of State, has filed its most recent biennial report with the Secretary of State, and has neither received a certificate of withdrawal from the Secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa Secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa andthe certificate has not been revoked or canceled. J Street Sanitary Sewer Replacement Project 0405 — Page 2 of 2 0410 BID BOND FORM J STREET SANITARY SEWER REPLACEMENT 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 J Street Sanitary Sewer Replacement 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 of , A.D., 20. c� Witness By: Witness Principal Surety By: (Attorney -in -fact) Attach Power -of -Attorney, if applicable day (Seal) (Title) (Seal) J Street Sanitary Sewer Replacement Project 0410 — Page 1 of 1 0500 CONTRACT J STREET SANITARY SEWER REPLACEMENT 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 13th day of January 2023, for the J Street Sanitary Sewer Replacement ("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. Co moo. J Street Sanitary Sewer Replacement Project 0500 — Page 1 of 2 3. The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): DATED this CSC NAME QUANTITY UNIT PRICE TOTAL AMOUNT day of , 20, By: Signature of City Official Printed Name of City Official ATTEST: City Clerk (for Formal Projects only) APPROVED BY: City Attorney's Office Contractor By: Signature of Contractor Officer Printed Name of Contractor Officer Title of Contractor Officer ATTEST: By: (Company Official) J Street Sanitary Sewer Replacement Project 0500 — Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND J STREET SANITARY SEWER REPLACEMENT 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: Approximately 350 LF of 8" sanitary sewer replacement, sewer lateral replacement, 1,000 SY of street pavement removal and replacement, 500 SY of sidewalk, 200 SY of driveway, ADA ramps, water main modifications, and other related work. 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 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 J Street Sanitary Sewer Replacement Project 0510 — Page 1 of 4 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 that five years 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 �.r failure to perform as required in the Contract and Contract Documents, that all x 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. J Street Sanitary Sewer Replacement Project 0510 — Page 2 of 4 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. "y a J Street Sanitary Sewer Replacement 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. AJ f.0 J Street Sanitary Sewer Replacement Project 0510 — Page 4 of 4 l 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 race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC-2 and CC-3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. J Street Sanitary Sewer Replacement Project 0520 — Page 1 of 6 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Street Address City, State, Zip Code J Street Sanitary Sewer Replacement 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 Print Name Title Date J Street Sanitary Sewer Replacement Project 0520 — Page 3 of 6 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) �Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job -related tests which do not adversely affect any e-, particular group of people. (g) M' Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased e,n and subjective judgments in personal interviews can be a major source of J Street Sanitary Sewer Replacement Project 0520 — Page 4 of 6 discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. For your information is a copy of Section 2 - 3 - 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment can be found at: http://www.sterlingcodifiers.com/codebook/index.php?book id=953. 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. F-5 J Street Sanitary Sewer Replacement Project 0520 - Page 5 of 6 SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, national origin, gender identity, marital status, race, religion, sex, or sexual orientation. The anti -discrimination policy extends to decisions involving hiring, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Further, this Company and its employees will provide a working environment free from such discrimination. All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. The Equal Employment Opportunity Officer for the is: Name: Address: Telephone: NOTE: This is a SAMPLE ONLY. You may wish to confer with your EEO officer or legal counsel to formulate a policy which specifically meets the needs of your company. J Street Sanitary Sewer Replacement Project 0520 — Page 6 of 6 0530 WAGE THEFT POLICY _.-.5 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 Standds Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter "Wage Theft Policy") Application. The Wage Theft Policy applies to the following: a. Contracts in excess of $25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistance provided by the City of Iowa City that is not required by law. II. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 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); 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. J Street Sanitary Sewer Replacement Project 0530 — Page 1 of 3 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. a' M� y� 4 J Street Sanitary Sewer Replacement Project 0530 — Page 2 of 3 STATE OF I WAGE THEFT AFFIDAVIT ss: COUNTY , upon being duly sworn, state as follows: 1. 1 am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither [contracting entity] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature This record was acknowledged before me on (date) by (name of individual) as (type of authority, such as officer or trustee) of C) -r (name of party on behalf of whom the record was executed) Signature Notary Public in and for the State of J Street Sanitary Sewer Replacement 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:Hiowasudas.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: httos:Hiowasudas.org/archived-specifications/. J Street Sanitary Sewer Replacement 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: httos:Hiowasudas.org/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. C d J Street Sanitary Sewer Replacement 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.orq/weblink/0/edoc/1845668/CIC%20Supplemental%20Specs.pdf or are available in the City Engineering Division Office. C) J Street Sanitary Sewer Replacement 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. SECTION 3010 — TRENCH EXCAVATION AND BACKFILL 1.03 SUBMITTALS D. (ADD) CLSM design mix, giving dry weights of cement, saturated surface -dry weights of aggregate, types, names and percent of admixtures, air content, and water used per cubic yard. E. (ADD) Initial and final set times of design mix as determined by ASTM C403. F. (ADD) Quality Control: 1. Experience of ready mix plants supplying CLSM. 2. Experience of specialty contractors supplying CLSM. Use skilled workmen who are thoroughly trained, experienced and familiar with the specified requirements and the methods for proper performance of this work. 3. Laboratory test data on seven (7) and twenty-eight (28) day strengths. G. (ADD) Quality Assurance: 1. Ready mix plants and specialty contractors shall have a minimum of two years' experience producing CLSM of the type required. Submit list of projcts including quantity, density and strength of CLSM supplied for similar project§ in past two years as proof of experience. w 2.06 SPECIAL PIPE EMBEDMENT AND ENCASEMENT MATERIAL C. CLSM: (REPLACE) 1. Materials: c� a. CLSM shall consist of portland cement, aggregate, admixtures, and enough water to allow the material to flow freely. CLSM shall be self -leveling and self - compacting. b. Unless otherwise noted, all materials shall comply with requirements of ACI 229R. J Street Sanitary Sewer Replacement Project Page 1 of 4 c. Portland Cement — ASTM C150 —Type I or Type II. d. Foam Liquid Concentrate: Concentrate per ASTM C869 when tested in accordance with ASTM C796. e. Fine Aggregate: ASTM C33. f. Admixtures: Certified to be compatible with each other. Admixtures shall not contain calcium chloride. Fly ash shall not be used in any CLSM mix that will be in direct contact with any soils. g. Water: Potable, clean and containing less than 100 parts per million (ppm) of chlorides. Free of any substances deleterious to lightweight CLSM foaming agent. 2. Mix Design: a. Consistency: The mixture of cement, aggregate, water and admixtures shall be proportioned to create a flowable slurry with a minimum flow of 8-inches when tested in accordance with ASTM D6103. The mix must be a homogenous slurry so the materials do not segregate upon deposition. Bleed water shall be no greater than 10 percent of the mixing water as measured by Method A of ASTM C232. b. Proportioning and Design of CLSM mixes. Field experience test data or laboratory test batches prepared in accordance with ACI 211.1 and ACI 301. c. Low Density (LD) CLSM: i. Excavatable by machine. - 4 _T3 ii. Low density, non -bleeding cellular concrete. - iii. Portland cement and water slurry blended with a high staf�lity pre - generated foaming agent. iv. Fluid (10-inch slump), pumpable. v. Wet Density: greater than 30 pounds per cubic foot (pcf). vi. Twenty-eight (28) day Compressive Strength: 100 pounds per square inch (psi) minimum. vii. If water is present in the structure being abandoned, the CLSM shall have a minimum density of 70 pcf. 3. Mixing: a. Sufficient mixing capacity shall be provided to permit the CLSM to be placed without interruption. The mixer drum shall be completely emptied prior to the initial batch of CLSM to make sure that no additional cement fines are incorporated into the mix. J Street Sanitary Sewer Replacement Project Page 2 of 4 SECTION 4010 — SANITARY SEWERS 1.08 MEASUREMENT AND PAYMENT E. Sanitary Sewer Service Stub: 3. (APPEND) Also includes removal and disposal of existing sewer service pipe, coupling new service pipe to existing service pipe, and Contractor means of handling sewer flows encountered during replacement. 3.08 SANITARY SEWER ABANDONMENT B. Fill: 1. (REPLACE) Prior to filling the sewer, the Contractor will verify the sewer line is not in use with the Engineer. 2. (REPLACE) Pipes to be abandoned shall have all liquids are solids removed before installation of watertight bulkheads. Ground water infiltration will not be allowed between the time of the bulkhead installation and filling of the pipes. The cost of the cleaning and maintaining a liquid -free space will be incidental to the abandonment item. 3. (REPLACE) Construct watertight bulkheads consisting of at least two injection ports/vents at each end of the pipe. Injection ports and vents will be 2" pipes (with male NPT fittings) or per the requirements and recommendations of the contractor installing the CLSM. Make sure all voids are filled with flowable mortar and will withstand the pressure of the pipe filling operations. 4. (ADD) Fill pipes labeled on the Plans with CLSM, LD, by ready mix truck, pump, or other approved method by continuous discharging material in the space to be filled. 5. (ADD) CLSM shall not be placed on frozen ground. Batching, mixing and placing may begin only if the air temperature is at least 340F and rising. At time of placement, CLSM shall have a temperature of at least 40°F. Mixing and placing shall stop when the air temperature is 40O F and falling. 6. (ADD) Field Quality Control: a. Provide adequate facilities for safe storage and proper curing of CSLM test cylinders onsite for first 24 hours, and for additional time as may be required before transporting to test lab. b. Provide CSLM for making cylinders from the point of discharge into forms. When CSLM is pumped, samples used shall be taken from discharge end of pump hose. 7. (ADD) Testing and Inspection: a. Coordinate with and schedule with Engineer CLSM testing services. J Street Sanitary Sewer Replacement Project Page 3 of 4 b. Wet Density: i. During placement of the initial batches, check the density and adjust the mix as required to obtain the specified cast density at the point of placement. ii. At hourly intervals during placing, monitor the density and adjust as necessary to maintain the specified cast density. c. Cylinders shall be made in field and tested in laboratory in accordance with ASTM D4832. d. One sample shall be collected for every 25 cubic yards of CLSM. e. Strength level of CLSM will be considered satisfactory if average 28-day strength test results are within the strength range specified and three (3) day strength is at least 20 psi. SECTION 5020 — VALVES, FIRE HYDRANTS, AND APPURTENANCES 1.08 MEASUREMENT AND PAYMENT J. Fire Hydrant Assembly Removal: 3. (REPLACE) Includes: The unit price includes, but is not limited to, excavation, removal of the fire hydrant, hydrant valve, thrust block, hydrant tee, delivery of the fire hydrant assembly to the City of Iowa City, length of water main required to replace hydrant tee with straight main, two couplings (one on each end of new main), backfill, compaction, and surface restoration to match the surrounding area. J Street Sanitary Sewer Replacement Project Page 4 of 4 PLANS J Street Sanitary Sewer Replacement Project Page 1 of 1 APPENDICES Sewer videos are available that show condition of sanitary sewer at the time of the video. Bidders may obtain an electronic copy of the videos by emailing bradC@watersmithenpineering.com. • Two videos are available: o J Street from manhole 1174-4 to 291-5, recorded April 29, 2021 o J Street from manhole 1174-4 to 1174-3, recorded April 29, 2021 The following figures from the SUDAS Standard Specifications and Supplemental Specifications are attached for convenient reference. Please review the sections of this Project Manual entitled, SUDAS Standard Specifications, General Supplemental Specifications, and Supplemental Specifications as the figures includes by reference will need to be obtained from the provided referenced websites. SUDAS Standard Specifications and Iowa City Supplemental Specification Figures ■ Figure 3010.101: Trench Bedding and Backfill Zones ■ Figure 3010.103: Flexible Gravity Pipe Trench Bedding ■ Figure 3010.104: Pressure Pipe Trench Bedding ■ *Figure 3010.201: Specific Trench Bedding and Backfill Zones ■ Figure 3010.903: Flowable Mortar Fill Utility Line Pipe Support ■ Figure 4010.201: Sanitary Sewer Service Stub ■ Figure 4010.203: Sanitary Sewer Cleanout ■ *Figure 4020.211: Storm Sewer Pipe Connections ■ Figure 4040.231: Subdrains ■ Figure 4040.232: Subdrain Cleanouts ■ Figure 4040.233: Subdrain Outlets ■ *Figure 5010.102: Tracer Wire Installation with Existing Locate Wire ■ *Figure 5010.103: Tracer Wire Installation without Existing Locate Wire ■ *Figure 5010.201: Typical Hydrant and Valve Assembly ■ *Figure 5020.202: Deadend Hydrant Detail ■ Figure 6010.301: Circular Sanitary Sewer Manhole ■ Figure 6010.303: Sanitary Sewer Manhole over Existing Sewer ■ *Figure 6010.308: Internal Drop Connection for Sanitary Sewer Manhole ■ *Figure 6010.601: Castings for Sanitary Sewer Manholes ■ Figure 7010.101: Joints ■ Figure 7010.102: PCC Curb Details ■ Figure 7010.103: Manhole Boxouts in PCC Pavement ■ Figure 7010.901: PCC Pavement Jointing ■ Figure 7010.904: Typical Jointing Layout ■ Figure 7030.101: Concrete Driveway, Type A ■ *Figure 7030.301: Sidewalk Connection ■ Figure 7030.204: General Features of an Accessible Sidewalk ■ Figure 7030.207: Curb Ramp for Class B or C Sidewalk J Street Sanitary Sewer Replacement Project Page 1 of 2 ■ Figure 7030.210: Detectable Warning Placement ■ Figure 8030.101: Temporary Traffic Control General Information ■ Figure 8030.104: Lane Closure on Low Volume Street (Self -Regulating) ■ Figure 8030.111: Lane Closure at an Intersection ■ Figure 8030.117: Sidewalk Detour ■ Figure 8030.118: Sidewalk Diversion ■ Figure 8030.119: Closure of Marked or Unmarked Crosswalk ■ Figure 11040.101: Temporary Granular Sidewalk and Temporary Residential Access * Found within the Supplemental Specifications rw.,a W x. F KKy095 C) v 4 J Street Sanitary Sewer Replacement Project Page 2 of 2 � 1 1 CITY Of IOWA CITY' UPOSCOCItY Of 11,11T ERAI LEGEND OSANITARY MANHOLE UTILITY POLE UTILITY POLE WITH GUYS WATER SERVICE FIRE HYDRANT GATE VALVE REDUCER W PROPOSED WATER MAIN wx EXISTING WATER MAIN G x EXISTING NATURAL GAS ES x EXISTING OVERHEAD ELECTRIC SS x EXISTING SANITARY SEWER SD x EXISTING STORM DRAIN — — C x — EXISTING TELECOM UTILITY SF SILT FENCE PROPERTY LINE — T T EXISTING OVERHEAD TELEPHONE LINE FULL DEPTH PAVEMENT, DRIVEWAY, OR SIDEWALK REMOVE AND REPLACE ABBREVIATIONS APPROX APPROXIMATE DI DUCTILE IRON DIP DUCTILE IRON PIPE LF LINEAR FEET A LT LEFT MIN MINIMUM PVC POLYVINYL CHLORIDE RT RIGHT ROW RIGHT OF WAY ST STREET STA STATION J STREET SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY IOWA CITY, IOWA CIP NO. V3101 DRAWING LIST SHEET NUMBER TITLE REVISION NUMBER A.1 COVER SHEET 0 A.2 CONTROL POINTS AND OVERVIEW PLAN 0 BA TYPICAL CROSS-SECTION 0 CA QUANTITIES AND NOTES 0 C.2 TABULATIONS 0 J STREET PLAN AND PROFILE 0 REMOVALS 0 PJ.2F1 TRAFFIC CONTROL PHASE 0 0 TRAFFIC CONTROL PHASE 1A 0 TRAFFIC CONTROL PHASE 1B 0 JA TRAFFIC CONTROL PHASE 2 0 J.5 TRAFFIC CONTROL PHASE 3A 0 J.6 TRAFFIC CONTROL PHASE 36 0 LA PAVEMENT JOINTING 0 MA SANITARY SEWER PLAN AND PROFILE 0 M.2 WATER MAIN ADJUSTMENTS 0 S.1 SIDEWALK DETAILS 0 S.2 SIDEWALK DETAILS 0 S.3 SIDEWALK DETAILS 0 SA SIDEWALK DETAILS 0 WA CROSS -SECTIONS 0 W.2 CROSS -SECTIONS 0 LOCATION MAP N w o z TOWNCREST AREA N PROJECT LOCATION WAYNE AVE I ST -41 3RD AVE BRADFORD DR Lsr J ST , 2ND AVE SOUTHEAST JUNIOR HIGH MERCER QJ PARK 5� IOWA CITY 0� MARKETPLACE � F Know what's below. Call before you dig. BURIED UTILITES ARE SHOWN ACCORDING TO AVAILABLE INFORMATION. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATION. THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) STANDARD SPECIFICATIONS, GENERAL SUPPLEMENTAL SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS. IOWA ONE CALL - UTILITY CONTACT INFORMATION CENTURYLINK/ LUMEN MEDIACOM IOWA CITY Contact Name: SADIE HULL Contact Name : Darwin Driscoll Contact Phone: (918) S47-0147 Contact Phone: (845) 204-5742 Contact Email: sadie.hull@lumen.com Contact Email: ddriscoll@mediacomcc.com IMON COMMUNICATIONS, LLC MIDAMERICAN ENERGY -GAS Contact Name : Matthew Kearney Contact Name : Carson Hemphill Contact Phone: (319) 261-4640 Contact Phone: (319) 341-4461 Contact Email: matthew.kearney@imon.net Contact Email: crhemphill@midamerican.com IOWA CITY COMMUNITY SCHOOL DISTRICT MIDAMERICAN ENERGY -ELECTRIC Contact Name : Justin Miller Contact Name: LINDSAY HOUSTON Contact Phone: (319) 688-1292 Contact Phone: (319) 341-4419 Contact Email: miller.justin@iowacityschools.org Contact Email: lindsay.houston@midamerican.com IOWA CITY RIGHT-OF-WAY TECHNICIAN VERIZON CONTACT CELL: (319) 930-1917 Contact Name : John Bachelder CONTACT OFFICE: (319) 356-5438 Contact Phone: (972) 729-7000 Contact Email: asg.investigationsteam@asginc.us IOWA CITYTRAFFIC ENGINEERING BROCK HOLUB WINDSTREAM COMMUNICATIONS 3800 NAPOLEAN LANE Contact Name: LOCATE DESK IOWA CITY, IA 52240 Contact Phone: (800) 289-1901 CONTACT PHONE: (319) 356-5482 Contact Email: LOCATE.DESK@WlNDSTREAM.COM IOWA CITY WASTEWATER DIVISION ON -CALL COLLECTIONS Contact Phone: (319) 631-1144 IOWA CITY WATER DIVISION Contact Name : Water Office Contact Phone: (319) 356-5160 Lontact Email: waterLwlowa-cay.org I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed o"sxss`FIESSfo Pro ional Engineer der the laws of the State of Iowa. •. •, • 1 /13/2023 BRADLEY W _ � w j i ROETH m _ Signature Date „TM; ' °• 165M a Bradley W. Roeth My license renewal date is a License Number 16536 December 31, 2024 10 W P aqS�`\•`` Sheets covered by this seal: ALL DRAWINGS CITY OF IOWA CITY ENGINEERING DIVISION APPROVED FOR CONSTRUCTION CITY ENGINEER DATE 0 z W z z w LU ram` U w a z SHEET IDENTIFICATION A.1 y W I I RD AV l' \ ■■ttttt■■■ttttttt■ US i .� �\ ■ N■ �\\• t • 00 ��... imC\ \\ w, • .. ANS �o CD MN .:■t�l \I MEN 2ND AVE v, I w, m � S 1 ST AVt- - N J STREET m SANITARY SEWER REPLACEMENT PROJECT D CITY OF IOWA CITY IV T m IOWA CITY, IOWA � m- CONTROL POINTS z OVERVIEW PLAN DESIGNED BY. DATE: CITY OF IOWA CITY am 410 E. WASHINGTON ST BY: CKD BY-. SOLICITATION NO. IOWA CITY, IA 52240 MN �c BwR SUBMITTEDBY: SOffit CONTRACT NO.: Iw.BI WATERSMITH ENGINEERING HERSHEY AVEFILE �LOT�SOALEISSUE FILENUMBER1029 NU i MUSCATINE, IA 52761 0 0 CITY FILE FORBIDDING 1/13/23 BWR tMARKI DESCRIPTION DATE APPR O LO O O 1 O O O 01 01 01 Znr7 ? 900 00 O I LO w V 00 F+ N N N N 00 00 OD � � m O D-0 W A N W F+ V DO V 0) N m m N 01 LO C V LSO N T� A F N W V W T Q1 G1 V y N In W N a W 900 V � DO1O rn z r r r O + + m N } C A Ln 01 C Ln to N OWD ;o 10 LO LIlJ W FN+ W V O �r r z G) cDi v D D D M en r C1 A O Z a IIIIIII C Er.mm _ m Z WATERS,A;I�H 'fir ENGINEERING IN !i!i!i... i!!i!i!i!i!i!�!i!i!i!�ii!i!i�i�i�i� ►zss`i•� +� _ �► �'� ONE N.... a�Hine,BELOW GRADE EXCA TION �III�•:�III • - • • ��•••=1111 NOR SUBGRADE FAILS "i•• Ali I_ NORTH R/W SOUTH R/W EXISTING SIDEWALK (SOUTH SIDE) VARIES f— + + + + + + + t + # + ♦ + + + f + ♦ f + + + + + ♦ + + ♦ ♦ + + + ♦ + + ♦ + ♦ + + ♦ t ♦ + + + + + ♦ + + ♦ + + + + ♦ + r + f + + ♦ + t + + + + + + + ♦ + + t + ♦ + ♦ + + + + + + + + + + + ♦ ♦ ♦ + ♦ # ♦ ♦ + + + + ♦ + + + + ♦ + t ♦ ♦ + ♦ + r ♦ + ♦ + + + ♦ + ♦ + ♦ + + ♦ ♦ + + + ♦ ♦ + t + + ♦ + + + + ♦ + ♦ + + ♦ + 4 ♦ + + f + + ♦ + ♦ ♦ + 4 f + + — POROUS BACKFILL 6" SUBDRAIN EXISTING 42" STORM SEWER J 12" SUBGRADE PREPARATION J CLASS II BACKFILL (LOCATION VARIES) 6" SUBDRAIN 1' 8" SANITARY SEWER POROUS BACKFILLJ 4" PIPE BEDDING CLASS I BEDDING AND BACKFILL TRENCH INSTALLATION FIGURE 3010.201 SHEET 5 OF 8 TYPICAL PROPOSED CROSS-SECTION, J STREET, STA 20+00 TO 23+78 `y NTS CENTERLINE 8" TOPSOIL REMOVE AND REPLACE I WHERE DISTURBED (TYP) 5. 0" 15'- 6" ON E ON EASTT SIDE T_ 0" 4" PCC SIDEWALK 1.50% VARIES t + r + + + f + + + + # + ♦ + J + # ♦ + + ♦ + t ♦ + + ♦ + + + + ♦ ♦ # + ♦ + + ♦ + + ♦ + + + + + + + # + + + + ♦ + + + + + f + + f + f + ♦ t + t + t + + ♦ f + ♦ + + + ♦ ♦ # + ♦ # + ♦ + ♦ + + + + ♦ 4 + + # 4 + 4 # # 4 + # + + + + 4 + + 4 4 + # + + # + + + + f + + + ♦ f # ♦ f ♦ + + f f 4 + + + 4 + t + # ♦ ♦ + r f 4 f + + # + + + + + f + + # + ♦ + + + + + + + + + + + + + + + + # + + + ♦ + ♦ ♦ + + ♦ + + + ♦ ♦ t + t ♦ + + + + + + + + # ♦ ♦ # + # + + + + + t + r + + # + + ♦ # + + # ♦ # + ♦ + 6" SUBBASE I EXISTING 42" STORM SEWER (LOCATION VARIES) SOUTH R/W i ♦ } + + + ♦ 4 + ♦ ♦ + + ♦ + ♦ + ♦ } ♦ + + ♦ + + + t + + + + + + + # + } + + ♦ # + ♦ f t + + + } } + + t + + + t ♦ + + + F ♦ } + + + ♦ + + + } + + ♦ + + + ♦ + + + + ♦ ♦ ♦ ♦ t ♦ + + + + ♦ + + + + ♦ ♦ + + t + ♦ + ♦ ♦ ♦ + t ♦ + + ♦ # + r t + ♦ + h ♦ ♦ + ♦ + + ♦ ♦ + ♦ + ♦ ♦ ♦ + t + ♦ + ♦ ♦ + ♦ + } + + ♦ + ♦ + + + + ♦ # 4 } } ♦ f f # } ♦ f } ♦ + + + + + + + + + ♦ + i + ♦ ♦ + + + ♦ + } ♦ + } ♦ + ♦ ♦ + + ♦ + ♦ + ♦ ♦ + + + } 4 } + 4 f + 4 + + t + + ♦ ♦ } f } } + } + ♦ + + + + + + + + + + sy B TYPICAL PROPOSED CROSS-SECTION SIDEWALK ONLY, STA 19+22 TO 20+00, STA 24+49 TO 27+77 NTS FOLLOW IOWA CITY FIGURE 3010.201 SHEETS 3 AND 4 OF 8 FOR BACKFILL ON WATER NAIN AND APPURTENANCES K)—� CAL SECTION, WATER MAIN TRENCH NTS d z 0 z o w zoo __ mm z ° u ° G u m d No C7 z UOh 3za way z Ewa oNF z= p¢U wow SKZ_ >3a �w3 ~ice Nmc¢i W � � Q 3 r. rva o O H Cr 3 w �� 3 cn U .��y O co wg3 cn aao� O N W U LL J W U Q m U z � a SHEET IDENTIFICATION B.1 PROJECT QUANTITIES GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) STANDARD SPECIFICATIONS, CITY SUPPLEMENTAL SPECIFICATIONS, AND SPECIAL PROVISIONS, UNLESS OTHERWISE SPECIFIED IN THESE PLANS. 2. CONSTRUCTION ADMINISTRATION WILL BE PERFORMED BY THE CITY OF IOWA CITY. 3. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON THE PROJECT PLANS. THE CONTRACTOR SHALL GET AUTHORIZATION FROM THE ENGINEER PRIOR TO PERFORMING ANY WORK ON PRIVATE PROPERTY. THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO WITHIN THE LIMITS OF CONSTRUCTION, UNLESS AUTHORIZED BY THE ENGINEER AND PRIVATE PARTIES IN WRITING. 4. THE CONTRACTOR SHALL MAINTAIN ACCESS TO INDIVIDUAL PROPERTIES THROUGHOUT THE CONSTRUCTION OF THE PROJECT EXCEPT FOR TEMPORARY LIMITATIONS DUE TO CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES THAT WILL TEMPORARILY LIMIT OWNER ACCESS TO THEIR PROPERTY. 5. ALL TREES, SHRUBS AND VEGETATION SHALL REMAIN AND BE PROTECTED FROM DAMAGE UNLESS SPECIFICALLY NOTED AS "REMOVE" OR "CLEAR AND GRUB" ON THE PROJECT PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONARY MEASURES REQUIRED TO PREVENT INJURY OR DAMAGE TO TREE OR SHRUB ROOT SYSTEM. 6. PEDESTRIAN TRAFFIC CONTROL MAY CHANGE AS THE PROJECT PROGRESSES. THE CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNAGE AND FENCING THAT WILL SAFELY DIRECT PEDESTRIANS AROUND THE CONSTRUCTION AREA(S). PEDESTRIAN TRAFFIC CONTROL SHALL INCLUDE ANY AND ALL SIGNAGE SUCH AS "SIDEWALK CLOSED", "SIDEWALK CLOSED - USE OTHER SIDE", AND "SIDEWALK <WITH APPROPRIATE DIRECTIONAL ARROWS>" AS DEEMED NECESSARY BY THE ENGINEER. 7. DURING REMOVAL AND CONSTRUCTION THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS AND APPROVED BY THE ENGINEER, AND SHALL BE INCIDENTAL. 8. PAVEMENT REMOVAL AND REPLACEMENT LIMITS TO BE FIELD VERIFIED AND APPROVED BY ENGINEER PRIOR TO REMOVAL. ALL PAVEMENT REMOVAL REQUIRES FULL DEPTH SAW CUT. 9. SEED ALL AREAS WITH SUDAS TYPE 1 SEED MIXTURE. 10. DO NOT PARK VEHICLES, EQUIPMENT OR STORE MATERIALS WITHIN 4 FEET OF ROADWAY OPEN TO TRAFFIC. 11. PROTECT UTILITY POLES, LINES, AND APPURTENANCES NOT SHOWN FOR RELOCATION. 12. RESET ALL PROPERTY PINS DISTURBED BY CONSTRUCTION, PINS RESET BY PROFESSIONAL LAND SURVEYOR. COST IS INCIDENTAL TO CONSTRUCTION. 13. PROTECT ALL SURFACING NOT INDICATED FOR REMOVAL FROM DAMAGE DURING CONSTRUCTION. 14. PCC PAVEMENT SHALL BE C-SUD MIX. 15. PROPOSED SANITARY SEWER PIPE IS PVC TRUSS PIPE AND SERVICE PIPE IS PVC SDR 23.5, UNLESS OTHERWISE NOTED. 16. PER THE SUPPLEMENTAL SPECIFICATIONS, DIVISION 4, SECTION 4010, PART 3.04.F.1, COUPLINGS SHALL BE 1000 OR 5000 SERIES STRONG BACK (RC) AS MANUFACTURED BY FERNCO OR ENGINEER APPROVED EQUAL. 17. PENETRATIONS INTO EXISTING STRUCTURES (SANITARY, STORM AND SUBDRAIN) REQUIRE A WATERSTOP PER FIGURE 4020.211. 18. MANHOLE ADJUSTMENT RINGS TO BE CRETEX PRO -RING OR STANDARD PCC. IF PCC RINGS ARE USED, SHIMS TO LEVEL MANHOLE FRAME MADE OF MATERIALS OTHER THAN PCC OR THE RING MATERIAL NOT BE ALLOWED, I.E.: WOOD, BRICK, ROCKS, ETC. 19. ALL SANITARY MANHOLES REQUIRE CHIMNEY SEALS. USE EXTERNAL CHIMNEY SEALS BY INFI-SHIELD UNIBAND, CRETEX OR APPROVED EQUAL. INTERNAL CHIMNEY SEALS BY CRETEX OR APPROVED EQUAL WILL BE ALLOWED ONLY IN PROPOSED PAVED AREAS WHERE SLIP -FORM PAVING WILL BE UTILIZED FOR CONSTRUCTION. 20. WORK DURING AN EMERGENCY: THE CONTRACTOR SHALL PERFORM ANY WORK AND SHALL FURNISH AND INSTALL ANY MATERIALS AND EQUIPMENT NECESSARY DURING AN EMERGENCY ENDANGERING LIFE OR PROPERTY. IN ALL CASES THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE EMERGENCY AS SOON AS PRACTICAL, BUT SHALL NOT WAIT FOR INSTRUCTIONS BEFORE PROCEEDING TO PROPERLY PROTECT BOTH LIFE AND PROPERTY. 21. MAINTENANCE AND CONTROL OF TRAFFIC: PROPERLY CONSTRUCTED AND LIGHTED BARRICADES SHALL BE PROVIDED BY THE CONTRACTOR AS NEEDED TO PROTECT HIS WORK FROM TRAFFIC. "NO PARKING" SIGNS WILL BE FURNISHED BY THE CITY TO FACILITATE REMOVAL OF PARKED CARS AHEAD OF THE SCHEDULED WORK. PLEASE NOTIFY THE CITY AT LEAST FOUR DAYS IN ADVANCE OF THE CONSTRUCTION. NO PARKING SIGNS NEED TO BE POSTED FOR AT LEAST 48 HOURS. 22. EXPANSION JOINTS: EXPANSION JOINTS WILL BE REQUIRED ADJACENT TO THE EDGES OF ALL DRIVEWAYS WHEN REPLACING SIDEWALK SECTION(S) LOCATED THROUGH DRIVEWAYS. EXPANSION JOINTS SHALL BE INSTALLED ADJACENT TO ALL STREETS AND STEPS. EXPANSION JOINTS SHALL BE SEALED. JOINTS SHALL BE DONE IN ACCORDANCE WITH SUDAS STANDARD SPECIFICATIONS AND DETAILS. 23. CONTRACTION JOINTS AND FINISH: CONTRACTION JOINTS SHALL BE FORMED IN THE NEW PAVEMENT TO MATCH, IN APPEARANCE, THOSE JOINTS IN THE ADJACENT PAVEMENT AND IN A WORKMANLIKE MANNER. CONTRACTION JOINTS SHALL BE SPACED AT INTERVALS EQUAL TO THE WIDTH OF THE PAVEMENT, OR AS DIRECTED BY THE ENGINEER. PAVEMENT SHALL HAVE A UNIFORM TEXTURE WITH A BROOM FINISH. PAVEMENT SHOULD MATCH THE EXISTING ADJOINING SIDEWALK FOR FRAMING AND TEXTURE. 24. DOWELING: EXISTING SIDEWALKS SHALL BE DOWELED TO NEW SECTIONS OF SIDEWALK USING 12" LENGTHS OF #4 REBAR. THE REBAR SHALL BE PLACED AT V- O" ON CENTER, DRILLED 6" INTO THE EXISTING SIDEWALK AND CONCRETE DUST REMOVED BEFORE EPDXY GROUTED INTO PLACE. SEE FIGURE 7030.301 FOR DOWELING DETAILS. 25. FINISH GRADING, SEEDING AND MULCHING: AREAS DISTURBED ADJACENT TO REPAIRS SHALL BE FINISHED, FINE GRADED WITH TOPSOIL, SEEDED, FERTILIZED AND MULCHED WITH TYPE 1 SUDAS MIXTURE. 26. VALVES AND TREE ROOTS: UPON EXCAVATION, IF VALVES OR TREE ROOTS ARE ENCOUNTERED, CONTACT CITY PERSONNEL PRIOR TO PROCEEDING. PAVEMENT CONTAINING VALVES WILL BE EVALUATED ON A CASE BY CASE BASIS. TREE ROOTS SHALL BE EVALUATED BY THE CITY FORESTER. A RESPONSE WILL BE AVAILABLE ON A COURSE OF ACTION WITHIN TWO BUSINESS DAYS. 27. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL ITS WORK FROM DAMAGE AND SHALL PROTECT THE JURISDICTION'S PROPERTY AND ADJACENT PRIVATE PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL REPAIR OR RESTORE ANY SUCH DAMAGE, INJURY, OR LOSS TO JURISDICTION PROPERTY OR ADJACENT PRIVATE PROPERTY. 28. PAVEMENT CURING SHALL BE DONE IN ACCORDANCE WITH SECTION 7010. UTILITY NOTES 1. WHERE PUBLIC AND PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: 1.1. NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. 1.2. COORDINATE OPERATIONS WITH UTILITIES 1.3. AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. 1.4. DETERMINE EXISTENCE AND EXACT LOCATION OF UNDERGROUND UTILITIES AND AVOID DAMAGE THERETO. 1.5. PRIOR TO BEGINNING CONSTRUCTION, PROVIDE LABOR AND EQUIPMENT NECESSARY TO DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL UTILITY CROSSINGS WHICH MAY RESULT IN CONFLICTS TO PROPOSED IMPROVEMENTS. 2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. 3. IT IS POSSIBLE THERE MAY BE OTHER UNDERGROUND FACILITIES, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 4. 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. 5. KNOWN UTILITY CONFLICTS ARE BEING RESOLVED BY EACH RESPECTIVE UTILITY COMPANY. UTILITY CONFLICTS DISCOVERED DURING CONSTRUCTION WILL BE ADDRESSED AT THE TIME OF DISCOVERY. BID ITEM SODAS ITEM CODE TITLE UNIT PLAN CITY AS BUILT CITY 1 2010-C CLEARING AND GRUBBING LS 1 2 2010-D-1 ON -SITE TOPSOIL, STRIP, STOCKPILE, SPREAD, BASED ON 8" DEPTH CY 175 • 3 2010-F BELOW GRADE EXCAVATION (CORE OUT) SY 360 4 2010-G SUBGRADE PREPARATION SY 1283 • 5 2010-H GRANULAR STABILIZATION, CLASS II BACKFILL MATERIAL TONS 100 6 2010-J SUBBASE, MODIFIED, 6" SY 2035 7 2010-M COMPACTION TESTING LS 1 8 3010-C TRENCH FOUNDATION TONS 50 9 3010-D REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL CY 90 10 3010-E SPECIAL PIPE SUPPORT, FLOWABLE MORTAR FILL UTILITY LINE SUPPORT LF 20 11 3010-F TRENCH COMPACTION TESTING LS 1 12 4010-A-1 SANITARY SEWER GRAVITY MAIN, TRENCHED, TRUSS TYPE PVC, S.- LF 289 13 4010-E SANITARY SEWER SERVICE STUB, SDR 23.5 PVC, 4" LF 380 14 4010-H REMOVAL OF SANITARY SEWER, VCP, 8" LF 289 IS 4010-1 SANITARY SEWER CLEANOUT, 4" EA 1 16 4010-L SANITARY SEWER ABANDONMENT, FILL AND PLUG, 8", CLSM LF 115 17 4040-A SUBDRAINS AND FOOTING DRAIN COLLECTORS, HDPE, 6" LF 540 18 4040-C SUBDRAIN OR FOOTING DRAIN CLEANOUTS, TYPE A-1 EA 1 19 4040-D SUBDRAIN OR FOOTING DRAIN OUTLETS AND CONNECTIONS EA 5 20 4050-G BYPASS PUMPING LS 1 21 5010-A WATERMAIN, TRENCHED, 6", PVC LF 32 22 5010-A WATERMAIN, TRENCHED 8", PVC LF 82 23 5010-C FITTINGS LBS 1040 24 5010-D WATER SERVICE STUB EA 4 25 5020-A 6" VALVE EA 4 26 5020-A 8" VALVE EA 3 27 5020-C FIRE HYDRANT ASSEMBLY EA 2 28 5020-H VALVE BOX REPLACMENT EA 2 29 5020-1 FIRE HYDRANT ASSEMBLY REMOVAL EA 2 30 6010-A MANHOLE, SW-301, 48" EA 2 31 6010-E MANHOLE OR INTAKE ADJUSTMENT, MINOR EA 1 32 6010-H REMOVE MANHOLE EA 2 33 701D-A PAVEMENT, PCC, 8", C-SUD MIX SY 1415 34 7010-1 PCC PAVEMENT SAMPLES AND TESTING LS 1 35 7030-A REMOVAL OF SIDEWALK AND DRIVEWAY SY 322 36 7030-E SIDEWALK, PCC, 4", C-SUD MIX SY 490 37 7030-G DETECTABLE WARNING SF 40 38 7030-H-1 DRIVEWAY, PAVED, PCC, 6", C-SUD MIX SY 234 39 7030-H-2 DRIVEWAY, GRANULAR SURFACING SY 14 40 7040-H PAVEMENT REMOVAL SY 1415 41 8030-A TEMPORARY TRAFFIC CONTROL LS 1 42 9010-A TEMPORARY SEEDING, TYPE 5 AC 0.16 43 9010-B HYDRAULIC SEEDING, TYPE 1 SEED MIX, INCLUDING WATERING AND WARRANTY AC 0.16 44 9040-F-1 SWPPP MEASURES - WATTLES, 9", INCLUDES INSTALLATION AND REMOVAL LF 1500 45 9040-T-2 SWPPP MEASURES - INLET PROTECTION DEVICE EA 4 46 11010-A CONSTRUCTION SURVEY LS 1 47 11020-A IMOBILIZATION LS 1 p.. 48 11040-8 TEMPORARY GRANULAR SIDEWALK SY 187 49 11050-A CONCRETE WASHOUT LS 1 PROVISIONAL QUANTITIES TO ESTABLISH A UNTI PRICE IN CASE ITEMS ARE NEEDED DURING CONSTRUcfl-d . -- WATER MAIN CONSTRUCTION NOTES 1. STATIONING IS ALONG THE CENTERLINE OF THE WATER MAIN, UNLESS NOTED OTHERWISE. 2. ALL WATER MAIN, FITTINGS, VALVES, AND SERVICE CURB STOPS TO BE WITHIN RIGHT-OF-WAY. 3. POTHOLE EXISTING WATER MAIN, WATER SERVICES, AND SANITARY SEWER SERVICES AT LEAST 60 FT IN ADVANCE TO VERIFY LOCATION PRIOR TO INSTALLING NEW WATER MAIN. ADJUST ALIGNMENT OF NEW WATER MAIN AS NECESSARY TO AVOID HORIZONTAL AND VERTICAL CONFLICTS. POTHOLING AND MINOR ADJUSTMENTS ARE INCIDENTAL TO CONSTRUCTION OF WATER MAIN. 4. WATER MAIN SHALL NOT PASS THROUGH NOR CONTACT A SEWER OR SEWER MANHOLE. MINIMUM SEPARATION DISTANCES AS LISTED IN SUDAS SPECIFICATIONS. 5. REPLACE SEWER SERVICES LINES DAMAGED BY CONSTRUCTION (INCIDENTAL TO CONSTRUCTION). 6. PROVIDE AND INSTALL BENDS AND FITTINGS NECESSARY TO INSTALL NEW WATER MAIN. VERIFY LOCATION AND DEPTH OF EXISTING SERVICES AND WATER MAIN PRIOR TO CONSTRUCTION NEW WATER MAIN. ADJUST ALIGNMENT AND DEPTH OF NEW WATER MAIN AS NECESSARY FOR CONSTRUCTION. 7. PROVIDE TEMPORARY SERVICE LINE RELOCATION TO MAINTAIN WATER SERVICE IF SERVICE IS IN CONFLICT WITH NEW WATER MAIN (INCIDENTAL TO CONSTRUCTION). 8. RESTRAIN ALL JOINTS. 9. COORDINATE FLUSHING OF MAIN AND OPERATION OF EXISTING VALVES WITH WATER DEPARTMENT. PROVIDE EQUIPMENT AND MATERIALS NECESSARY TO REDUCE CHORINE TO AN ACCEPTABLE LEVEL PRIOR TO FLUSHING WATER MAIN. Ca 10. SET WATER VALVE BOXES FLUSH WITH PROPOSED GRADE WITH OPERATING NUT% CENTERED UNLESS NOTED OTHERWISE. 11. TRENCHES ARE TO BE BACKFILLED IN ACCORDANCE WITH SECTION 3010. 12. CONTRACTOR IS RESPONSIBLE FOR TRENCH COMPACTION TESTING FOR BACKFILLING OF EXCAVATIONS, INCLUDING BORE PITS AND SERVICE CONNECTIONS. 13. CITY MAINTAINS SALVAGE RIGHTS ON ALL REMOVED HYDRANTS, VALVE BOXES, AND LIDS. 14. ANY SERVICE LINE FOUND TO CONTAIN LEAD SHALL BE ENTIRELY REPLACED FROM THE MAIN TO THE METER. 15. POLY WRAP SHALL BE V-BIO, NO EXCEPTIONS, INCIDENTAL TO CONSTRUCTION. 16. HYDRANTS SHALL HAVE 5.25INCH MAIN VALVE, OPENING WITH STORZ PUMPER NOZZLE, PENTAGON NUT, WITH LATCHES AND CHAINS. 17. INSTALL TWO INDEPENDENT TRACER WIRES WITH WATER MAIN INSTALLED BY TRENCHLESS METHODS. U Amu w w z H z N o z Z H W w �RZ<o 3zg Z=5 w 0QU 2KZ U w 3 0 N MA 0Ir a W�� U w 0) 'o IL F O w < Z F W U 0 Z ~ w O U n moa w �Lo t- w U Z r Q a � z O a SHEET IDENTIFICATION C.1 1 2 3 4 5 C7 z �-A-mw w Z D �V z m< Zo o� m� �w O o w LL U 0 0 - U� u 0 Ym w B w3 >3 0 - 5 wo U 3za Z �w< - a=L o ¢� Z= W N :fir t r o ��U y rr.w � Q o $ .. W O a Fw�o Z wOa O a O Z3 W tq J A W U F Z SHEET IDENTIFICATION Ci.2 SANITARY STRUCTURES STRUCTURE NO. STATION LOCATION TYPE RIM ELEV. OUTLET ELEV. SANITARY SERVICE STUBS STATION LOCATION TYPE WYE ELEV 0+63.4 R 0 4" LATERAL 697.98 1+06.9 L 0 4" LATERAL 688.19 1+37.8 R 0 4" LATERAL 688.33 1+39.9 L 0 4" LATERAL 688.36 2+16.4 L 0 4" LATERAL 688.71 2+19.5 R 0 4" LATERAL 688.73 2+80.7 L 0 4" LATERAL 689.02 LONGITUDINAL SUBDRAIN STATION TO STATION SIDE DEPTH SIZE LENGTH 20+36.1 L 3.50' 6" 125.5 20+31.8 R 3.50' 6" 299.3 21 +70.5 L 3.50' 6" 112.2 SANITARY PIPES FROM STRUCTURE TO STRUCTURE PIPE DIA LENGTH PIPE GRADE START INV END INV MH 1 MH 2 8" 200.7 0.48 688.69 687.73 MH 1 NORTH 8" 5 MATCH EXST. 687.63 MATCH EXST. 2105/2107 J ST. 4" 33.3 MATCH EXST. 697.98 MATCH EXST. 1228 3RD ST. 4" 38.7 MATCH EXST. 688.19 MATCH EXST. 2115 J ST. 4" 36.9 MATCH EXST. 688.33 MATCH EXST. 2110 J ST. 4" 45 MATCH EXST. 688.36 MATCH EXST. 2122 J ST. 4" 45 MATCH EXST. 688.71 MATCH EXST. 2115E J ST. 4" 33.3 MATCH EXST. 688.73 MATCH EXST. 2126 J ST. 4" 45 MATCH EXST. 689.02 MATCH EXST. MANHOLE ADJUSTMENTS STATION LOCATION TYPE 4+06.6 0 MINOR LONGITUDINAL SUBDRAIN STATION TO STATION SIDE DEPTH SIZE LENGTH 20+36.1 L 3.50' 6" 125.5 20+31.8 R 3.50' 6" 299.3 21 +70.5 L 3.50' 6" 112.2 SANITARY PIPES FROM STRUCTURE TO STRUCTURE PIPE DIA LENGTH PIPE GRADE START INV END INV MH 1 MH 2 8" 200.7 0.48 688.69 687.73 MH 1 NORTH 8" 5 MATCH EXST. 687.63 MATCH EXST. 2105/2107 J ST. 4" 33.3 MATCH EXST. 697.98 MATCH EXST. 1228 3RD ST. 4" 38.7 MATCH EXST. 688.19 MATCH EXST. 2115 J ST. 4" 36.9 MATCH EXST. 688.33 MATCH EXST. 2110 J ST. 4" 45 MATCH EXST. 688.36 MATCH EXST. 2122 J ST. 4" 45 MATCH EXST. 688.71 MATCH EXST. 2115E J ST. 4" 33.3 MATCH EXST. 688.73 MATCH EXST. 2126 J ST. 4" 45 MATCH EXST. 689.02 MATCH EXST. MANHOLE ADJUSTMENTS STATION LOCATION TYPE 4+06.6 0 MINOR SANITARY PIPES FROM STRUCTURE TO STRUCTURE PIPE DIA LENGTH PIPE GRADE START INV END INV MH 1 MH 2 8" 200.7 0.48 688.69 687.73 MH 1 NORTH 8" 5 MATCH EXST. 687.63 MATCH EXST. 2105/2107 J ST. 4" 33.3 MATCH EXST. 697.98 MATCH EXST. 1228 3RD ST. 4" 38.7 MATCH EXST. 688.19 MATCH EXST. 2115 J ST. 4" 36.9 MATCH EXST. 688.33 MATCH EXST. 2110 J ST. 4" 45 MATCH EXST. 688.36 MATCH EXST. 2122 J ST. 4" 45 MATCH EXST. 688.71 MATCH EXST. 2115E J ST. 4" 33.3 MATCH EXST. 688.73 MATCH EXST. 2126 J ST. 4" 45 MATCH EXST. 689.02 MATCH EXST. MANHOLE ADJUSTMENTS STATION LOCATION TYPE 4+06.6 0 MINOR MANHOLE ADJUSTMENTS STATION LOCATION TYPE 4+06.6 0 MINOR um 710- c c c 7050 G 5 Z 700 - O Q W A w69bc 690- 685 20+00 Fl 222 e 0 _ u � 1227Lij �: 1228 226 �I 110 212 2 12 0 ROW (APPROX.) o ROW (APPROX) N END PCC PAVING STA 24+16 15 37.5' LT o w ROW (APPROX.) ROW (APPROX.) % �� _ o ROW (APPROX.) ..;. o 0 INTERSECTION STA 24+16.15' '- - BEGIN PC PAVING STA 20+00.00A '" m-.y.--�/�1 II •�\� + I_ SIDEWALK — — — / — � ��Jff � — 6w 25' CURB AND GUTTER R 25 FT R 25 FKoT = 0 + 4. o STREET SECTION p o 0+97 .. ._ - .0 PAVING STA 24+49.36 mw r • i . . n.1r}�`i...�\111!r �.c/? rib ��7/ �(`��y/i�c�_ n.r; PVI STA:20+30.37 PVI ELEV:694.58 K: 27.47 ROW (APPROX.) 1071 ROW (APPROX J o 705 ADJUST GUTTER PROFILE TO MATCH EXST. INTAKE (TYP FOR 4 INTAKES) I r END PCC PAVING STA 24+16.15', 30.8' RT 3 W 1303 Z x 700 2115 o W 695 OI a W . O m w oQ> 11 m on I C J < W -0.69% PROPOSED SURFACE W EXISTING 1 SURFACE 1 STATION 0+93 2ND AVE PROFILE < < w t ~ n w m 1 N y m w II U W Q W wn Q i C m W w O m PROPOSED SURFACE < 2.63z m W 0 II 2.36z mw 1 92 EXISTING SURFACE .31R 42" RCP STORM SEWER GRADE BRIE STA = 20 00.00 ELEV = 69 .858 21+00 22+00 STATION 23+00 24+00 25+00 w U J w LL a Z Q • ¢ a O Z N' w LL gO w z U) z U) N SHEET IDENTIFICATION D.1 � jmmmoppqppw i 6" PCC DRIVEWAY, 26 SY '. ; 4 PCC SIDEWALK 4 SY = - DX' J /�1it, 8" PCC PAVEMENT, 1415 SY ROW (APPROX_ I �pl �V�� x ` VEWY6" PCC DRIVEWAY, 24 SY Y A, 48 SY ��' ') t � �•+•+ Oil � `� i � � 4' PCC SIDEWALK, 7 S"- � � REMOVE HYDRANT AND VALVE 13031I Q ! 2 F aiIMI --------------- �� % . %�✓% !% 00 ��.•'� � ��j��- I s-✓�!�� ii�.-i��I��./�f/�/�i'i�/i�`••- �I�lw" ��i.�_�ti� �`. .��: • � •' �=-G: �► i4 _ �. yam, v �. r ��i�1,l�fJ�l'�� %✓//I.�I�b�,�.� � • • � 1..i .- 'I � �-L. �.I / �.:i= �. �. 1�■,_ � a I L J ti J SIGN 4 4 SIGN 4 SIGN LEGEND: SIGN 6 e " . , . � -�"" _ Y; SIGN 6- v ac SIGN 1 , N � SIGN 1 � P�� '.. � . ��, � � ; `- _;i: m LAI SIGN 1 aL 4 SIGN 2 ® z Y ROAD SIGN 3 R CLOSED f ' t= tol r w iVol ROAD CLOSED SIGN 4 LOCAL TRAFFIC :;;:.='. # s'.- -:, - ,;; '` 4,;w; y ," r' $ ✓, ONLY " p= ;.. t SIGN 5 cLosEa. SIGN 6 I� N Ow _ a 7 SIGN 7= .s z o -v ° w 4225 SIGN 8 3 x t _ Ld r� w -- TEMPORARY GRANULAR SIDEWALK '° x SIGN 9 1227 K x ,, SIGN 10 110 2122126 26 o = w SIGN 3 n I a �- u 1 s - 1231 w o vok REMOVE TREE ( ' °� LL REMOVE SHRUBS c � ;�� SIGN 1 SIGN 11 REMOVE TREE , TEMPORARY GRANULAR SIDEWALK \ ( o m= mm SIGN 3 ter^ - _ _ _ REMOVE TREES om z N +9 ° 30+7 FO x Fo F FO x FO x FO - ITI— G N sax c sax sax x wx �x o o m SIGN- 3 1+00 %22. 00 23+00 2 061). �' sp x ��+ x N_ 27+00 (1 T 8+e028 F . —^x`'i 0 — - --i — I � ---ter F — I -i-—�-J�—��JL 1}- c7 1 ss , S' x ss x Ss x I S5 x z I w m o z FO x _ 4 � � O `R Y + O i w law 212115 1303�5 107 W PHASE 0 TRAFFIC CONTROL FOR CLOSURE AND DETOUR NOTES: 1. TREE REMOVALS. 2. WATER MAIN INSTALLATION. 3. TEMPORARY GRANULAR SIDEWALK INSTALLATION. 4. ALL TRAFFIC CONTROL TO FOLLOW SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 5. ANY STREET SIGNS REMOVED SHALL BE CAREFULLY STORED AND REINSTALLED AS SOON AS POSSIBLE. PROVIDE TEMPORARY STOP SIGNS WHERE REMOVED. SIGN POSTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY. 6. PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL. Ii 11 i o G X U Z Q SIGN 6 z o x > LLOQU =KZ — I03 N°= ° w 303 Q v> V °' o Zo Q_ O w .... N w O V (� Q +- '0 ° LLa it o LL .. c:) �J w U Q y a' z a SHEET IDENTIFICATION J.1 ISIGN LEGEND: SIGN 1 SIGN SIGN 2 ROAD SIGN 3 CLOSED SIGN 4 ROAD CLOSED LOCAL TRAFFIC ONLY SIGN 5 SCLDSEDK SIGN 7 SIGN 8 SIGN 9 SIGN 10 SIGN 11 B N4 l— SIGN 6 d *SIGN SIGN 1 L1220 \W 122 x y 1228 __ 1227] .._ 2 110 I 2122 12126 SIGN 3 "g PAVEMENT REMOVAL STA 20+00 TO 22+19 TEMPORARY GRANUALR DRIVING SURFACE STA 20+00 TO 22+19 SIGN 3 } SEWER REPLACEMENT STA 20+20 TO 22+19 2 05 2107 , 2115 N s i 1225J 0 o w 0000w 0 om 0 o W w r k w � m � � o ti o z O N W > n U n Z 3?¢ Ow= � owmw oQU =d2 w U Up0_ VDU ( W Q x w U ,.. W PHASE 1A TRAFFIC CONTROL FOR CLOSURE AND DETOUR { y NOTES: 1. PAVEMENT REMOVAL. A 2. SANITARY SEWER REMOVAL AND INSTALLATION. 3. SANITARY LATERAL REMOVAL AND INSTALLATION. 4. UNDERDRAIN INSTALLATION. 5. RESTORE TEMPORARY GRANULAR DRIVING SURFACE BEFORE SWITCHING TO PHASE 1 B. 6. PROVIDE 4 DAYS NOTICE TO CITY AND RESIDENTS PRIOR TO STREET CLOSURE. PROVIDE 48 HOURS NOTICE TO RESIDENTS PRIOR TO DRIVEWAY CLOSURES. 7. RESTORE DRIVEWAYS WITH PAVEMENT OR TEMPORARY COMPACTED GRANULAR BACKFILL AND RE -OPEN AT END OF EACH WORK DAY. 12 31 SIGN 0 FO w 7 SIGN 6 •.. -W; 0 F-Q TO FOLLOW TRAFFIC DEVICES w~ " Z w 3 g o 8. ALL TRAFFIC CONTROL SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM CONTROL (MUTCD), 1' F #) ._ W aa0UU) ^ _ o 9. STREET AND SIDEWALK CLOSURE AND DETOURS, SUDAS 8030.101, 8030.104, 8030.111, 8030.117 AND 8030.119. .. ;;:. Tr 3 L 0_ 10. ANY STREET SIGNS REMOVED SHALL BE CAREFULLY STORED AND REINSTALLED AS SOON AS POSSIBLE. PROVIDE TEMPORARY STOP SIGNS O_ LL m " < WHERE REMOVED. SIGN POSTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY. H 11. PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL. < =SHEE ISIGN LEGEND: SIGN 1"o ROAp SIGN 2* R0�0 ROAD SIGN 3 CLOSED ROAD CLOSED SIGN 4 LOCAL TRAFFIC ONLY SIGN 5 Sc oseoK SIGN 6 ROADRMORM SIGN 7 SIGN 8 SIGN 9 SIGN 10 SIGN 11 B SIGN 11 SIGN 4 SIGN 6 0 I SIGN 4 SIGN 6 m C N 1 �_ x le, - 220 W (1222 z ui .� 1228 1227 110 F2 2222 126 11 `l o PAVEMENT REMOVAL STA 22+20 TO 23+80 TEMPORARY GRANUALR DRIVING SURFACE STA 22+20 TO 23+811 o�x so o so p P SIGN 3 ' 1 T x so X �o I SEWER REPLACEMENT STA 22+20 TO 23+05 05112107 1 ' Fi� 15 w �- uj U - oo.6W- om m r O w o z K ON w>� 0 m 3za Ewa z= r/ III --III- ¢ U S M Z x x 3031 0 3 % W 1303 W ',> PHASE 113 TRAFFIC CONTROL FOR CLOSURE AND DETOUR a NOTES: 1. PAVEMENT REMOVAL. A 2. SANITARY SEWER REMOVAL AND INSTALLATION. 3. SANITARY LATERAL REMOVAL AND INSTALLATION. 4. UNDERDRAIN INSTALLATION. 5. RESTORE TEMPORARY GRANULAR DRIVING SURFACE BEFORE SWITCHING TO PHASE 1 B. 6. PROVIDE 4 DAYS NOTICE TO CITY AND RESIDENTS PRIOR TO STREET CLOSURE. PROVIDE 48 HOURS NOTICE TO RESIDENTS PRIOR TO DRIVEWAY CLOSURES. 7. RESTORE DRIVEWAYS WITH PAVEMENT OR TEMPORARY COMPACTED GRANULAR BACKFILL AND RE -OPEN AT END OF EACH WORK DAY. ss x 1226� FP — ■g FO k I "71231 SIGN 1 o U �-- � F. J SIGN 1 1 • SIGN 6 r o z of z°� 8. ALL TRAFFIC CONTROL TO FOLLOW SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). i "' w 5 3 } U W co ywLLU UQ 9. STREET AND SIDEWALK CLOSURE AND DETOURS, SUDAS 8030.101, 8030.104, 8030.111, 8030.117, 8030.118 AND 8030.119. 0 3 LL = a 10. ANY STREET SIGNS REMOVED SHALL BE CAREFULLY STORED AND REINSTALLED AS SOON AS POSSIBLE. PROVIDE TEMPORARY STOP SIGNS 0 L N U < WHERE REMOVED. SIGN POSTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY. F 11. PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL. z m SHEET DENTIFICATION J.3 SIGN LEGEND: SIGN a SIGN 6 RDnD SIGN 1 D SIGN 1 aanD SIGN 2° SIGN 3 ROAD CLOSED ROAD CLOSED' SIGN 4 LOCAL TRAFFIC ONLY SIGN 5 SCLDSEDK SIGN 6 - � Ix i SIGN 7 SIGN 8 SIGN 9 228 SIGN 10 SIGN 3 o SIGN 11 1 FB ■ SIGN 5 i SIGN 4 SIGN 6 SIGN 1 1227f 11f4 2122 2126 PCCPAVEMENT \ ' o?J 2 1x05 2107 2115 N w � N M Q Zo 1225 � o m� I� � w W � U ¢ o o w a rc f- 0 0 o w w k zm�N w m o _- z ur o z �oN w>N oNF w'w 03� Fwz SIGNS o ' SIGN 5 � 3 1303 w w { _ —7XI,> ' U W PHASE 2 TRAFFIC CONTROL FOR CLOSURE AND DETOUR D 0 7 z 'If w�< F Z N - SIGN 3 SD x r(- SIGN� `5 oE f226 71231 SIGN 1 U� r IFO J /SIGN 4 1 m SIGN 6 NOTES: 7. STREET AND SIDEWALK CLOSURE AND DETOURS, SUDAS 8030.101, 8030.104, 8030.111, 8030.117, 8030.118 AND 8030.119. w o a — p LL w a o U N PAVING. 8. ANY STREET SIGNS REMOVED SHALL BE CAREFULLY STORED AND REINSTALLED AS SOON AS POSSIBLE. PROVIDE TEMPORARY STOP SIGNS=� N Q U i 1. STREET WHERE REMOVED. SIGN POSTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY. nf o w LL 0_ A 2. DRIVEWAY PAVING. = o o < 9. PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL. F 3. SIDEWALK PAVING. 4. PROVIDE 4 DAYS NOTICE TO CITY AND RESIDENTS PRIOR TO STREET CLOSURE. PROVIDE 48 HOURS NOTICE TO RESIDENTS PRIOR TO z N DRIVEWAY CLOSURES. 5. RESTORE DRIVEWAYS AND SHARED PATH WITH PAVEMENT OR TEMPORARY COMPACTED GRANULAR BACKFILL AND RE -OPEN AT END OF EACH RK DAY.6. =SHEEW ALL TRAFFIC CONTROL TO FOLLOW SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). I SIGN LEGEND: SIGN 4 SIGN 6 POAO cinn, ,� SIGN 10 fl0A0 ) SIGN 2 �„„� SIGN 3 RDAD CLOSED ROAD CLOSED SIGN 4 1 LOCAONLYL TRAFFIC SIGN 5 SLOSEDK SIGN 6 SIGN 7 .u: SIGN 8, SIGN 9 IJ ■ llilia- 0 o w oN06LL- O F om r 0 o w VOA w<� w z 3?¢ i=¢ >03� Mwz a FIR SIGN? oIlL W 2 05 107 21 5151 11393 SIGN 9 W 2 �� " V -10 PHASE 3A TRAFFIC CONTROL FOR CLOSURE AND DETOUR _ a ° NOTES: 7. STREET AND SIDEWALK CLOSURE AND DETOURS, SUDAS 8030.101, 8030.104, 8030.111, 8030.117, 8030.118 AND 8030.119. { 1--µ w p Z c ) Ow 1. CLOSURE ON WEST SIDE OF 2ND AVE AND J STREET INTERSECTION. MAINTAIN TRAFFIC TO 2ND AVE AT ALL TIMES. 8. CONTRACTOR SHALL MAINTAIN MINIMUM 11 FEET OPEN TRAVEL WIDTH FOR ONE-WAY TRAFFIC. a U U) o a U Q 2. STREET PAVING IN INTERSECTION. 9. ANY STREET SIGNS REMOVED SHALL BE CAREFULLY STORED AND REINSTALLED AS SOON AS POSSIBLE. PROVIDE TEMPORARY STOP.- . � w it 3o LL 0_ SIGNS WHERE REMOVED. SIGN POSTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY.Ilf N 3. ADA RAMPS. } 10. PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL. F 4. PROVIDE 4 DAYS NOTICE TO CITY AND RESIDENTS PRIOR TO STREET CLOSURE. PROVIDE 48 HOURS NOTICE TO RESIDENTS PRIOR TO DRIVEWAY CLOSURES. 5. RESTORE DRIVEWAYS AND SHARED PATH WITH PAVEMENT OR TEMPORARY COMPACTED GRANULAR BACKFILL AND RE -OPEN AT END OF EACH WORK DAY. =SHEE6. ALL TRAFFIC CONTROL TO FOLLOW SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). - 1227 t 1 ------ — ,: SIGN 9 . 1226 2122 ' 2126 I 1231 SIGN 8 ' _" SIGN 1 ` 8" PCC PATCH �l — 4" PCC SIDEWALK EAST OF STA 23+78 I _ I I I ""�. M x �`,� ` . • ��SIGN 3 A��.. , %///////.%///iisWIN "�",� '. � T�—•'rc.� v;A, �. � 5 v.'� ,� �N�,'�. ;, ��..,.�..��+i�� -� Tcj� ,.._ %%�/1%� = s ��:_. • r ru �.�Y ✓r�7o1 _1�T.L�.1V d�'�.3•fLt\M�'AdN7y��1i�i��fi�li��Yl�i\WLYII■ _ W - -0 x T' FO x-fl r0 27+00 SIGN 6 SIGN 4 ._. SIGN LEGEND: slcNa N SIGN 6 SIGN 6 / SIGN 1 ROAo SIGN 1 W�aK x r z SIGN 11 cry SIGN 2 aoseu Z > ANEAD rr �C m ROAD x K SIGN 3 aoSID « - s, w r r 7 w ROAD CLOSED s tE` .-.# S LOCAL TRAFFIC • """+'-,- • '" O IGN 4 NLY.' 00 Am SIDEWALK SIGN 5 r_ m SIGN 6 N o w SIGN 7 - x X Zo u 0 SIGN 8 s x W a U x SIGN 9 0 1228 11227 _ � slcN s = - 110 226 r SIGN 10 2122 2126 ° = w x I�; I r �o •<< a>4, .�� . SIGN 7 a 71231 SIGN , w a a SIGN 11 i/ 8- PCC PATCH 4" PCC SIDEWALK m o w Y m w F 0 i o+ .4k, x x ,' 1 ,. O cYim vz J,, 30+7 - F �' Fo Fo Fc w F I SOx Dx SD, �' rt x s �c I m zu o SIG N4 wm m e B 21+00 22+00 23 00 2 Ot�D x �'� ,� x �F+- x 27+00 8+502E Nrl~ Z SIGN 6 �_ ti f��I L lid t- O w > Zc w _ _ z Fob _3. , x '' SIGN 3 �'1 i E OE 5a \ X �d6ham`, o w m 9 3?— (D z= w w — — — —: ui 3 ymo SIGN 8 w o 1 303 e � � x W x 2 05 2107 !��2115 1130 SIGN Y`o '2207 W PHASE 3B TRAFFIC CONTROL FOR CLOSURE AND DETOUR a p w ' .I .�».. WUA Zm NOTES: 7. STREET AND SIDEWALK CLOSURE AND DETOURS, SUDAS 8030.101, 8030.104, 8030.111, 8030.117, 8030.118 AND 8030.119, "`"'{ �'''� w 0 a — p ... g o p w r a N 1. CLOSURE ON EAST SIDE OF 2ND AVE AND J STREET INTERSECTION. MAINTAIN TRAFFIC TO 2ND AVE AT ALL TIMES. 8. CONTRACTOR SHALL MAINTAIN MINIMUM 11 FEET OPEN TRAVEL WIDTH FOR ONE-WAY TRAFFIC. m 0 3 _ � � 0 LL a A 2. STREET PAVING IN INTERSECTION. 9. ANY STREET SIGNS REMOVED SHALL BE CAREFULLY STORED AND REINSTALLED AS SOON AS POSSIBLE. PROVIDE TEMPORARY STOP w 3— < SIGNS WHERE REMOVED. SIGN POSTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT NO ADDITIONAL COST TO CITY. --" »+ fr 3. ADA RAMPS. + C) 10. PROVIDE FLAGGERS AS NECESSARY TO CONSTRUCT IMPROVEMENTS, INCIDENTAL TO TRAFFIC CONTROL. -. z 4. PROVIDE 4 DAYS NOTICE TO CITY AND RESIDENTS PRIOR TO STREET CLOSURE. PROVIDE 48 HOURS NOTICE TO RESIDENTS PRIOR TO N DRIVEWAY CLOSURES. 5. RESTORE DRIVEWAYS AND SHARED PATH WITH PAVEMENT OR TEMPORARY COMPACTED GRANULAR BACKFILL AND RE -OPEN AT END OF EACH WORK DAY. =SHEE6. ALL TRAFFIC CONTROL TO FOLLOW SUDAS STANDARD DETAILS AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ui W I ROW (APPROX.) z ROW (APPROX.) ^' 10'- 4" ` V L-2 (TYP) 11'- 4" ROW (APPROX.) ROW (APPROX.) 10'- 0" (TYP) SAW CUT NEW JOINT LINE_ — — — — — — — 15'- 0" (TYP) 15'- 0" (TYP) CD (TYP) O S \ S 2 EQ.SPACES @11'- 6" \ 4 EQ.SPACES @12'- 8" 2 EQ.SPACES @14'- Y 13'- 5" 15'- 0" (TYP) Lu 10'_ 3" 12'_ 6" �� > ROW (APPROX) SUDAS 7010.103 CIRCULAR BOXOUT ROW (APPROX.) BI A 1 Q 0 z N 10'-4" ROW (APPROX.) 11'- 4" -7'- 10" — — 1- 10'- 0" (TYP) --l-ST- 2 EQ.SPACES @11'- 6" SUDAS 7010.103 CIRCULAR BOXOUT 13'- 5" 12'- 6" — — ROW (APPROX.) 0 10' 20' 40' r v C7 a Z ~3 Z w o a o O NF9 o F W U Z ° 3 LcLI G u° w U K IL Q r Z Q h SHEET IDENTIFICATION L.1 SS, SUBDRAIN OUTLET SOT \ COUPLE TO EXISTING SEWER GO. m1 EmI 222 SUBDRAIN OUTLET - +1'' 0 6" SUBDRAIN SDx— GAS CROSSING JS WATER MAIN CROSSING W I 1+00 p - x S x MH-1 REPLACE SANITARY MANHOLE I� n� 9107 � z O w w r1l0 2122 L --- 7- it COUPLING TO EXISTING LATERAL (TYP) o 4" SEWER LATERAL (TYP)0 O x — SUBDRAIN CONNECTION f I" 1227 212611 ROW (APPROX.) SPECIAL PIPE SUPPORT PER SUDAS 3010.903 WHERE SEWER LATERAL CROSSES BELOW RCP/ . STORM SEWER, 5LF (TYP FOR 4 LATERALS) SUBDRAIN CONNECTION o a' 42" STORM SEWER (TO REMAIN) - SD 8D so D SD ELECTRICAL CROSSING 2'2+UV _ I REMOVE SANITARY MANHOLE GAS CROSSING 8" SANITARY SEWER _ RO(APROX.) 4"CATW UINSTALL BENDS IN LATERAL TO AVOID TREE 2115], SD x MH-2 SANITARY MANHOLE ss x I SS x .• R• 1303 7— ui 3 0 Z Nu ROW (APPROX.) 0 W Mumm FD % W� 30+74 w I ....... raw N J i � /ICI `\��\ ---�_' SD x 2 SD 1 —25 BE) -- SD % I I I 4+00 +10 EXISTING SANITARY MANHOLE, RECONSTRUCT FLOWLINE ' REPLACE CASTING, INSTALL CHIMNEY SEAL AEG. - . Fox EXISTING SANITARY MANHOLES (TO REMAIN) REPLACE CASTING o EXISTING 8" SANITARY SEWER (TO BE ABANDONED) , - a ROW (APPROX.) Lll 2 0za o /'I V MH-2 SANITARY MANHOLE RIM EL 699.03 6" WATER M/ STA 2+89.7 705 - MH 1, REPLACE SANITARY MANHOLE REMOVE SANITARY MANHOLE I 1 EXISTING SURFACE EL 694.74 LRIM STA 0+12.3 ELECTRICAL (VERIFY DEPTH) GAS (VERIFY DEPTH) 700 GAS (VERIFY DEPTH) 6" WATER MAIN 695 690 INV EL 689.05 SANITARY SEWER ABANDONMENT, FILL AND PLUG, 8", STA 2+90 TO 4+05 INV EL 687.73 COUPLE TO EXISTING SEWER IN\ 8" PVC SANITARY SEWER 285 LF (810.48% 685 0+00 1+00 2+ %TATION REMOVAL OF SANITARY SEWER, VCP, W STA 0+05 TO 2+90 J+uu ,IN EXISTING SANITARY MANHOLE RIM EL 701.62 C:) C - RECONSTRUCT FILLET IN MANHOLE TO ELIMINATE WEST FLOWLINE, zc 'EL 689.62 C) 4+00 4+20 i .. 2 Z W Zo Z Oy og ' U8 u L� f O w V r z w o Z U p N Z < 3i5 c�Wa oN wyui o3a ~sa Uw3 Now O 0 W 3 V 00 a J r w V O W IY W� - U)a W 1 U w Z Q "� agN Co a r z N SHEET IDENTIFICATION M.1 G �■ I_M ■ 42-22 q DEAD END HYDRANT ASSEMBLY PER IOWA CITY FIGURE 5020.202 SO x SDx C 8" SANITARY SEWER 6" COUPLINGS 6" VALVE ma`s x 6" COUPLING j 6" VALVE 6' TEE 6' TEE 5— 2 700 Z 695 O 690 6" VALVE 6" TEE 6" TEE w J w n ) 6" CAST IRON WATER MAIN.. 1227 I QI 212 2 2126 ROW (APPROX) / �< Z A / M.2 � t0. '/ = REMOVE HYDRANT ASSEMBLY AND TEE, REPLACE _ WITH 6" DI WATER MAIN AND COUPLINGS, _ RECONNECT TRACER WIRE _ I ROW (APPROX.) — _ I 685 40+00 2115, 40+60 STATION 3 ROW (APPROX.) a )�- i _ 0 OF % %6.,.� I A ( I IX O W t� O SD L SD x _ 3 -- SS x ��.,... Ss x 4— o - 6" COUPLING 4 ROW (APPROX.) 6" VALVE 6" CAST IRON WATER MAIN 1303 *i� -40-� w n n r- WATER SERVICE NOTES: 1. CONTRACTOR SHALL MAKE RECORDS OF ALL WATER SERVICES ON J STREET BETWEEN 2ND AND 3RD AVE, REPORT PIPE MATERIALS TO CITY, AND REPLACE ANY LEAD SERVICES ENCOUNTERED WITH COPPER WATER SERVICE TO STOP BOX. BACKFILL AND COMPACTION TO FOLLOW CITY SUPPLEMENTAL SPECIFICATIONS 3010. 6" COUPLING — 8"X 6" REDUCER 8" VALVE — 8" TEE — TYPICAL HYDRANT ASSEMBLY wv Ix I �\ � gDx_ 3 �lLw�8"VALVE v® I// 8"X 6" TEE 8" VALVE n I 8"X 6" REDUCER 6" COUPLING A ENLARGED PLAN AT NW CORNER OF 2ND AVE & J STREET 0 510' w 26-1{ REMOVE HYDRANT ASSEMBLY AND TEE. I�ROVV REPLACE WITH 8" DI WATER MAIN AND Wf — 8" DI WATER MAINCOUPLINGS, RECONNECT TRACER WIRE �y SEWOW (APPROROWREPLACE TOP SECTION OFVALVE BOX WITH VALVE BOXSTORM SEVJER CROPAVING RING (2 VALVES) 8"45'ELBO-_ f0 x FO x O I m wx i �� CC8" COUPLING —� 8" DI WATER MAIN (TO REMAIN) RESTORE TEMPORARY GRANULAR SURFACING \ +aAQ�li�lClil ��yiil�l_AlI 6" VALVE FO - FO x x f!I /—� 6" COUPLING 9 ROW (APPROX) - ui LLx x2 �� 6" CAST IRON WATER MAIN (TO REMAIN) 715- 710 - 705- z O j 700 - w w 6955-- 6" COUPLING — , 8"X 6" REDUCER J 690- 685 30+00 1 �2207 EXISTING SURFACE 24" S 5'-6" MIN. COVER 8" DI WATER 8" VALVE MIN. 18" VERT 8" TEE SEPARATI 8"X 6" TEE 8" SANITARY S 8" VALVE 0 10, 20' 40' -ORM SEWER d MIN. 18" VERTICAL ON EWER A.., SEPARATION L j 8" COUPLING 8" 45° ELBOWS G.i MAIN E-5 o ICAL „ w j3 STATION 30+76 (TIE-IN TO EXST SIDEWALK ,— ROW APPROX , Im ■ 71 a1 155 1 3RD AVE SIDEWALKPCC 7!� R• ROA PCC ®� SIDEWALK 1 55 , S o 0 2105 ;d 2107: PCC SIDEWALK EL 695.57 Q+ e J STREET 0 A NORTHEAST CORNER OF 3RD AVE & J ST. 0 I 4 I J E-- N 12 73 >126_ Q II l�i� 0 ROWAPPROX. — " �"1 w i 0 0 5' TYP B "4 S.1 si 6.9' -- — SD X y CJ so ss , 11 TIE-IN TO EXST — SIDEWALK \ 1i C —�° -- — S.1 S.3 h1 ROW APPROX. UJ 1303 �° Q _ o z 1305 2ND AVE 700.50 3 WV EL 700.91 3 PCC SIDEWALK ADA DETECTABLE WARNING PCC SIDEWALK — EL 701.17 EL 695.'2 \� � EL 701.20 \- EL 701.34 X y 5' TYP \ \� -- \ EL701A9 5' TYP \\\ sD spX MATCH EXST EL twow T---- 2122 C — S.3 �� fir■■■ '.��_. y','�.r�7 ROW APPROX. 2115, —T ROW APPROX. EL 695.65 �— w I (0"' ss'- SD FO X 0 0 a� E k H o� y o -- z Z �o U h z a z a 0 w z= W'w O�Q ~2< w 3 h m U o p 2ND 4VL U w El 701 10 ' GRIND EXSTING \ n v1 3 CURB TO ROAD I Ix z J E1701.22 ELEVATION 5' TYP w p W EL 701.25 w p ¢ p EL 701.12 . p p J O < j MATCH EXST. EL. \ / o W EL 700.70REMOVE LAST PANEL EL 701 .49 t� y pin EL 700.61 EL 701.42 a GRIND EXSTING CURB TO ROAD ELEVATION so, / Q J STREET sp x ROW APPROX. \ \ a \ `` 11 ' MATCH EXST. EL. MATCH \\TAEIf. SHEET B NORTHWEST CORNER OF 2ND AVE & J ST SOUTHWEST CORNER OF 2ND AVE & J ST IDENTIFICATION EL 701.29 EL 701.19 t GRIND EXSTING CURB TO ROAD ELEVATION J STREE� r_CADA 8 3 TABEE WARNINGOEFO FO X EL 701.20 wX EL 701.42 N - w SD x o h o0$ LL 0 ROW APPROX. a + 2ND AVE ROW APPROX. " E B1EL 712.70 � EL 712.93 w„ B- + w m3 om �m a a6.0 x FIBER OPTIC BOX GRANULAR SURFACING w 0 z PCC SIDEWALK FO OJ Fox Fox I 0.- w > G EL 710.06, EXISTING GRADE — Fox x o z a N x — --- rot Fn &ox wo Fox u7t1111`\� 0 3zQ Zwa o so EL 703.23 EL 703.58 EL 709.62, EXISTING GRADE o 4 = F w y w ADA DETECTABLE WARNING EL 702.52 + EL 702.87 a = a EL711.16 of o rwz EL 712 o uj W,--.—ww PCC SIDEWALK 31 v o w o W, w x Wx s� W —Es x a0 -ES,— EL 701.87 D_ SLOPE7.1% 5'TYP `` OJ a � VV V 1A/\/ LL �---- 5' TYP oo F o /off! I N W O EL 701.92 EL 703.15 703.50 w 0 EL 709.98 I a0 EL 712.21 z Q EL 702.79 EL 709.54 , 0- I EL 711.06 3 W w Q EL 702.44 � I r` w 3 0 0 0 w oo 3 q EL 708.87 ° 3 EL 709.84 o W ........... w wo I EL 711.40 a EL 710.26 z z J STREET x J STREET x i KI N =SHEENORTHEAST CORNER OF 2ND AVE & J ST ALLEY AND DRIVEWAY, 1231 J STREET o z a s o - ' N - - - - ROW APPROX. /1 � ROWAPPROX. - F ly' 1 Z ROW APPROX. J 669.27 699.46 EL 698.05 LEL7.83 EL 697.90 EL 697.98 0 w m a C7 e O �U o o PCC SIDEWALK o EL 696.92 \\\ I .,... PCC SIDEWALK EL 697.46 8 EL 696.93 U x EL 697.78 PCC SIDEWALK EL 698.96 -- "" EL 696.6 r f - o EL 698.68 w , w / a 5' TYP a 5' TYP 5' TYP EL 698.60 g5 sD , SD s , ��,. O1 EL 696.60 .0 EL 696.85 m e EL 697.70 e s0 x EL 698.88 s0 - w EL 696.61 w EL 697.38 SD„- s sD x 50 , sD x s0 x n � a a EL 696.18 wa EL 697.20 a p 0 EL 696.04 EL 698.14 EL 698.37 _ EL 696.85 uy O_ a m U r \ 0 w 0 p J STREET LL Io J STREET \ J STREET F A DRIVEWAY 1228 J STREET B DRIVEWAY 2110 J STREET C DRIVEWAY 2120/2126 J STREET 0 2' 48' 0 2' 4' 8' d 0 0 J STREET - J STREET a ZE Sxssz ssS$69 J STREET 0E 0 EL 699.04 - OE OE OE - EL 699.37 OE o t T w EL 698.01 \ y $ �, x � m EL 695.46 -- c x --- ---'- o+ k C' m - p E O E O E- O E- OE OE --10 �- O E w� B EL 695.03 Fc _ Fox ° ' f0 x Or. Gx Ox C' { f0 x FO x Fox- FO x' N o Z O N w > n cn U f n z m Fn FO x 'O i r 3 z a CO w a EL 696.68 m ----�� EO ,. FO r ` ° m w m w to m -••-� a x x z / EL 697.92 0 o U e p U m LV '8-1 EL 696.34 Wx wx wx R w ;.T.. 3 EL 697.99 1 x/' � r F PCC SIDEWALK/ ' w 'o 4' TYP �` a J EL 696.30 - 4EL DEWALK / t 3 W 7FEL¢EL 696.60 EL 696.61 PCC SIDEWALK EL 698.62 wA - -.gwV) ROW APPROX. - ( 700.04 EL 700.21 Q MATCH EG _ z w I DRIVEWAY 1303 SHEET DRIVEWAY 2115 F IDENL ATION D DRIVEWAY 2105 & 2107 E 0 2' 4 8' 0 2' 4' 8' 0 2' a' 8' A NORTHWEST CORNER OF IST AVE & J STREET 0 2' 4' B' rsm n m 12.3' 9.9' 12.3' EL 706.96 � EL 707.40 EL 708.05 FO x I� \ EL 706.88 EL 707.32 —wx EL706.35 av- wx EL 707.97 EL 706.36 EL 707.98 EAST SIDE OF J STREET SIDEWALK 0 2' 4' 8' FO EL 694.42 1 0 MATCH EXST W. GRANULAR SURFACING J { 0 MATCH EXST p i Bs x--- C DRIVEWAY 1233 0 2' 4' 8' EL 94.35 OF, / 5�+ �"V v w�� 4 d x1 In H W a C) o Y N w V J W O Q j W U 0 cn Q F Z Q W SHEET IDENTIFICATION SA D n Co A �Op pt00 O O O O O O N O 0 O O O (00 O A O O CD p N T �O O o0 T O 1 N Cn J O O O O p • • o O o O o • Wo O O O O N O 0 C3 O Q O 0 O O O N O N p p O N O p O O) �o O O a,J 0 0 O j CD N NO WO 0 (O O O o 0 O O 0 O o N O p 00 O w a O 0) o O 0ol 0 O o N O O O O O m o o 0 o N N p N a o + o O + + O + U1 v O N p O • O • o O o O o o O N O O O N O O 0 O O O p 0 O N N O O O N O O O p O O W p W O A 00 O 000 O v co 0 tOD O 0 0 j p o N O O O 00 t00 O O co (O o 0 O O O 0 O o Noo W o A 00 Co CoO O O t00 0 v O O 0 O o N O O A 0 v O O O 0 0 J v 0 o N po A N o �0 0 + +CD + p + A O O O O O O O O O O O Z. O O O O 0 N O O O O O O O O O O O JO p O p0 p 7pn� O'-/ • {'S Y j�'.�{j{ ftj N O O A j(.� J {! 7 4 t jr� f7 -i 00 O �i�rti ELL;, O O p O col O OO O O O O N O W O OW t00 O -,I ut V O O O o J STREET m z� SANITARY SEWER REPLACEMENT PROJECY CITY oP lowA an WATEF T m IOWA CITY, IOWA -' o CROSS -SECTIONS EN G 1 N E E R l N G CITY OF IOWA CITY DESIGNED BY Bwn DATE 410 E. WASHINGTON ST DWN By CKD BV SOLICITATION N0. IOWA CITY, IA 52240 e�c ewR sUBMITTED BY. BwR CONTRACT NO. WATERSMITH ENGINEERING 1029 HERSHEY AVE pLor scALE. ISSUE Dnre FILE NUMBER. clr vvo, MUSCATINE, IA 52761 s¢E FILE NAMe ANSIB D co n v W O) J J ID O O O ol O J N O O O p N A CA o `� 0 0 o N O + " O � + + CD J O N UT O O rr O ;, w O o A A O O O 0, I J O o I N 0 O O N N O O O O O I O O O � O O O O O o O O N N O O N O O O O N N 00 O O A N ? A O O O O W w O N O O O O O O O O O O O O m m J J O 00 O J j J O O O O N O O O O O� U 0 + O O O + OmD f00 O N O U1 O O O O O O O o O A A o O O I w 0 0 o O I IV O O O I 00 O O O O O W O O N O 0 00 00 A � aD O O O N O O O O O 00 O O J J 0 0 0 O N A CA O + A WO O cyl O O J J J O O O O O O O CJ O O N O _ O O O O N O W O A O 000 (00 O � � Om J STREET C SANITARY SEWER REPLACEMENT PROJECT cln of IowA an VVATEF&14 m m IOWA CITY, IOWA sCROSS -SECTIONS E N G I N E E R I N G Z DESIGNED BV. DATE. CITY OFIOWA CITY BNR 410 E. WASHINGTON ST owN BY. cKD Br. SOLICITATION NO.. IOWA CITY, IA 52240 e�c ewa SUBMITTED BY'. BWR CONTRACT NO.: 100.01 WATERSMITH ENGINEERING 1029 HERSHEY AVE PLor scALe lssuE DnrE: FlLE NUMBER: uP w1o1 MUSCATINE, IA 52761 SIZE. FlLE NAME. ;AN DATE 0 CITY FILE FOR BIDDING 1/13/23 BWR K DESCRIPTION DATE APPR O O O (00 O J N O O O (00 O J N Prepared by Joe Welter, Engineering Division, 410 East Washington Street, Iowa City, Iowa 52240, (319) 356-5144 Resolution No. 23-24 Resolution setting a public hearing on February 7, 2023 on project manual and estimate of cost for the construction of the J Street Sanitary Sewer Replacement 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 Annual Sewer Main Replacement - Account #V3101. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: A public hearing on the project manual and estimate of cost for the construction of the above - mentioned project is to be held on the 7th day of February, 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 24th day of January , 2023 Ma ,) Approved by/ Attest: V L City tlerk v City Attorn 's Office (Sara Hektoen - 12/27/2022) It was moved by Dunn adopted, and upon roll call there were: Ayes: x X X and seconded by Nays: Bergus the Resolution be Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWACITY IA522401825 State of Wisconsin County of Brown, ss.: � Y.4 i s •�-k1jQIk1F A710! This is not an invoice # of Affidavits: 1 AFFIDAVIT OF PUBLICATION The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in the Iowa City Press Citizen on the issues dated: Ad No. Start Date: Editions Dated: Cost: 0005572701 1/30/23 01/30/2023 $47.71 Copy of Advertisement Exhibit "A" (�' P" - Subscribed and sworn to before me by said affiant this 30 day of January. 2023 Notary Public Cam% Commission expires KATHLEEN ALLEN Notary Publicj State of Wisconsin NOME OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ESTIMATEDC COSTAFORLTHEN J STREET SANITARY IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY' OF IOWA CITY,.' IOWA, AND TO OTHER INTERESTED PERSONS:: This project includes approximately 290 LF of 8" sanitary sewer replacement, sewer- lateral replacement,. 1,400 SY of. street pavement removal and ' replacement. 490 SY of sidewalk; 230 SY.. of driveway, ADA ramps, water main modiftCations, and other related gtork' and is located at J Street between 1st Avenue and 3rd Avenue.: Said Project Manual and estimated cost are now an f1le 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 cancerning said Project Manual gr 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 Prepared by: Joe Welter, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5144 Resolution No. 23-38 Resolution approving project manual and estimate of cost for the construction of the J Street Sanitary Sewer Replacement 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 Annual Sewer Main Replacement, Account Number V3101. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 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 28th day of February, 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 7th day of March, 2023, or at a special meeting called for that purpose. Passed and approved this 7th day of February _,2023. M66r Appro d by Attest:' City Clerk City Attorn 's Office - 02/02/2023 Resolution No. 93-38 Page 2 It was moved by Thomas adopted, and upon roll call there were: Ayes: and seconded by Nays: avlor Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas the Resolution be av-ro � IOWA LEAGUE 4fC►TIES 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 J Street Sanitary Sewer Project Classified ID: 111675963568 A printed copy of which is attached and made part of this certificate, provided on 02/09/2023 to be posted on the Iowa League of Cities internet site on the following date: 2023-02-09 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 02/09/2023 Alan Kemp, Executive Director NOTICE TO BIDDERS J STREET SANITARY SEWER REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 28th day of February 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 7th day of March 2023, or at special meeting called for that purpose. The Project will involve the following: Approximately 290 LF of 8" sanitary sewer replacement, sewer lateral replacement, 1,400 SY of street pavement removal and replacement, 490 SY of sidewalk, 230 SY of driveway, ADA ramps, water main modifications, and other related work. All work is to be done in strict compliance with the Project Manual prepared by Watersmith Engineering, of Muscatine, 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. The following limitations shall apply to this Project: Specified Start Date: June 5, 2023 Substantial Completion Date: August 21, 2023 Final Completion Date: September 20, 2023 Liquidated Damages: $500.00 per day 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 Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Thursday, February 9, 2023 11:35 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: 02.09.23 Notice To Bidders.pdf Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network ("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned, the duly qualified and acting President / CEO of the CU Network, and that as such President / CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Iowa City —J Street Sanitary Sewer Replacement 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): February 09, 2023 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. February 09, 2023 1<AJ1r, Date President/CEO of The Construction Update Plan Room Network Cindy Adams tiLead Project tnformat on Speoaiist CCU Construction Update Network M (515) 402-9858 : E CAdams*MBI 841d w www.iowaConstruaionUociate.com DAILY NOTICE TO BIDDERS construction update NOTICE TO BIDDERS J STREET SANITARY SEWER REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 28th day of February 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 7th day of March 2023, or at special meeting called for that purpose. The Project will involve the following: Approximately 290 LF of 8" sanitary sewer replacement, sewer lateral replacement, 1,400 SY of street pavement removal and replacement, 490 SY of sidewalk, 230 SY of driveway, ADA ramps, water main modifications, and other related work. All work is to be done in strict compliance with the Project Manual prepared by Watersmith Engineering, of Muscatine, 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. The following limitations shall apply to this Project: Specified Start Date: June 5, 2023 Substantial Completion Date: August 21, 2023 Final Completion Date: September 20, 2023 Liquidated Damages: $500.00 per day 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 Prepared by: Joe Welter, Engineering Division, 410 East Washington Street, Iowa City, Iowa 52240 (319) 356-5144 Resolution No. 23-59 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the J Street Sanitary Sewer Replacement Project Whereas, Dave Schmitt Construction Co., Inc. of Cedar Rapids, Iowa, has submitted the lowest responsible bid of $541,552.00 for construction of the above -named project; and Whereas, funds for this project are available in the Annual Sewer Main Replacement, Account Number V3101. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: The contract for the construction of the above -named project is hereby awarded to Dave Schmitt Construction Co., 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 7th day of March 2023 a r �. Approved by l Attest: City Clerk City Atto ey's Office (Hektoen - 03/02/2023) It was moved by Dunn adopted, and upon roll call there were: Ayes: and seconded by Nays: Taylor Absent: Alter Bergus Dunn Harmsen Taylor Teague X Thomas the Resolution be Bond No. 54251107 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND J STREET SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, Dave Schmitt Construction Co., Inc. of Cedar Rapids, 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 persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of five hundred forty-one thousand five hundred fifty-two dollars ($541,552.00), 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 M oCOc , ,Jy7 ;L,,-3 ', (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: Approximately 350 LF of 8" sanitary sewer replacement, sewer lateral replacement, 1,000 SY of street pavement removal and replacement, 500 SY of sidewalk, 200 SY of driveway, ADA ramps, water main modifications, and other related work. 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: 1. 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 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 J Street Sanitary Sewer Replacement Project 0510 — Page 1 of 4 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 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 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. J Street Sanitary Sewer Replacement Project 0510 — Page 2 of 4 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. J Street Sanitary Sewer Replacement Project 0510 — Page 3 of 4 PRINCIPAL: Dave Schmitt Construction Co., Inc. 10 �� Printed /Name of Contract fficer By %rL�—. R'� ',,Agnature of Contractor Officer 4::f_L 0 Title of Contractor Officer SURETY: United Fire& Casualty Com an A S rkty Company Name -Fact Officer Anne Crowner, Attorney -in -Fact Printed Name of Attorney -in -Fact Officer Holmes, Murphy and Associates LLC Company Name of Attorney -in -Fact 2727 Grand Prairie Parkway Company Address of Attorney -in -Fact Waukee, IA 50263 City, State, Zip Code of Attorney -in -Fact 515-223-6800 Telephone Number of Attorney -in -Fact J Street Sanitary Sewer Replacement Project 0510 — Page 4 of 4 UNITED FIRE & CASUALTY COMPANY, CEDAR RAPIDS, IA Inquiries: Surety Department UNITED FIRE & INDEMNITY COMPANY, WEBSTER, TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY, LOS ANGELES, CA Cedar Rapids, IA 52401 INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company — See Certification) KNOW ALL PERSONS BY THESE PRESENTS, That United Fire & Casualty Company, a corporation duly organized and existing under the laws of the State of Iowa; United Fire & Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company, a corporation duly organized and existing under the laws of the State of California (herein collectively called the Companies), and having their corporate headquarters in Cedar Rapids, State of Iowa, does make, constitute and appoint CRAIG E. HANSEN, JAY D. FREIERMUTH, BRIAN M. DEIMERLY, CINDY BENNETT, ANNE CROWNER, TIM MCCULLOH, STACY VENN, DIONE R. YOUNG, MICHELLE GRUIS, KATHLEEN BREWER, SETH D. ROOKER, SARA HUSTON, SHELBY GREINER, GINGER HOKE, JOHN CORD, JOE TIERNAN, JENNIFER MARINO, BEN WILLIAMS, KATE ZANDERS, EACH INDIVIDUALLY their true and lawful Attorneys) -in -Fact with power and authority hereby conferred to sign, seal and execute in its behalf all lawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $100 , 000, 000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney, pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted by the Boards of Directors of United Fire & Casualty Company, United Fire & Indemnity Company, and Financial Pacific Insurance Company. "Article VI — Surety Bonds and Undertakings" Section 2, Appointment of Attomey-in-Fact. "The President or any Vice President, or any other officer of the Companies may, from time to time, appoint by written certificates attomeys-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, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal, when so used, being adopted by the Companies as the original signature of such officer and the original seal of the Companies, to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attomeys-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 attomey-in-fact. IN WITNESS WHEREOF, the COMPANIES have each caused these presents to be signed by its vice vresident and its corporate seal to be hereto affixed this 18 t h day of March, 2022 Al 111111111111rp11 R°�•�'�'; tKo[MAI�i'%F,pU ... PO ...� UNITED FIRE & CASUALTY COMPANY :...... CO1tPORAIr 'f� C Q,=GO A'Pj _ CORPORAII ,IJLV22 ,3, UNITED FIRE &INDEMNITY COMPANY cy Y, �., saR ab FINANCIAL PACIFIC INSURANCE COMPANY seAl �� SEAL 5 -A':0q�,FOP�\Prc�c• p IIf11111111�\\4 By. •�,--(/�7` State of Iowa, County of Linn, ss: Vice President On 18th day of March, 2022, before me personally came Dennis J. Richmann to me known, who being by me duly sworn, did depose and say; that he resides in Cedar Rapids, State of Iowa; that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, and a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. W.', Judith A. Jones Iowa Notarial Seal Commission number 173041 Notaty Public My Commission Expires 4/23/2024 r5omy commission expires: 4/23/2024 I, Mary A. Bertsch, Assistant Secretary of United Fire & Casualty Company and Assistant Secretary of United Fire & Indemnity Company, and Assistant Secretary of Financial Pacific Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this day of `; p etcaslrl iyh��i .`�� il�ioclaNlj `�...�0 ...1NSlig4+' �• '� '77[o' �• a`�s`� � � 8• QP.GOPPOR,gl.;n�„ M CUxPOxAi'E v1"gi =F CORYDRAI'F: i �;; 21uLY 22 ':OS tBy:. A !/ ! Ci;+mt� SEAL SEAL 2 :.oq�rFBaa�p,.�a; Assistant Secretary #t tilt9i •�r/i/iiulro��•��,ugR..... OF&C & OF&I & FPIC BPOA0049 1217 -t6- �%Q5", CITY OF IOWA CITY 410 East WhshWgton 8ftet Iowa. city, Ic»va 52240 - 1826 (31 9) 356 - 5000 (319) 356 - $009 EAX vv%'WJCAoV.o1g ENGINEER'S REPORT July 26, 2024 City Council Iowa City, Iowa Re: J Street Sanitary Sewer Replacement Project Dear City Council: I hereby certify that the J Street Sanitary Sewer Replacement Project has been completed by Dave Schmitt Construction of Cedar Rapids, Iowa, in substantial accordance with the Project Manual developed by Watersmith Engineering. The project was bid as a unit price contract and the final contract price is $549,612.37. There were three (3) change orders on the project, which included: 1. Add an item for replacement of a water service saddle ($4,165.00) 2. Add additional storm sewer improvements ($63,486.15) 3. Revise staging to provide increased access to residential entrances ($3,179.00) Total cost difference for change orders: $70,830.15 1 recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer k Prepared by: Bryan Dannen, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5413 Resolution No. 24-20 Resolution accepting the work for the J Street Sanitary Sewer Replacement Project Whereas, the Engineering Division has recommended that the work for construction of the J Street Sanitary Sewer. Replacement Project, as included in a contract between the City of Iowa City and Dave Schmitt Construction of Cedar Rapids, Iowa, dated March 7, 2023, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Annual Sewer Main Replacement, Account #V3101; and Whereas, the final contract price is $549,612.37. 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 6th day of August M Attest: City C erk It was moved by Dunn and seconded by adopted, and upon roll call there were: Ayes: Nays: 2024 Approved by City Attor ey's Office (Jennifer Schwickerath - 08/01/2024) Moe the Resolution be Absent: Alter Bergus Dunn Harmsen Moe Salih Teague