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HomeMy WebLinkAboutWATER DISTRIBUTION EAST PRESSURE ZONEWATER DISTRIBUTION EAST PRESSURE ZONE 18 -Feb -2020 Plans, Specs, proposal and contract, estimate of cost 18 -Feb -2020 Res 20-39, setting a public hearing 24 -Feb -2020 Notice of public hearing 03 -Mar -2020 Res 20-61, approving project manual and estimate of cost. 05 -Mar -2020 Notice to bidders 24 -Mar -2020 Res 20-70, awarding contract (Dennis Spencer Construction) 21 -Apr -2020 Contract, performance payment & maintenance bond 15 -Feb -2021 Engineers Report 16 -Feb -2021 Res 21-41, accepting the work I 1 ==�ZL®4, 1p � � ww®ice 1 atyo(IOWA CITY A UNESCO CITY OF LITERATURE N N PUBLIC WORKS DEPARTMENT _ CJ C> co WATER DIVISION = �_ �' I— a r PROJECT MANUAL FOR THE FORMAL WATER DISTRIBUTION EAST PRESSURE ZONE PROJECT IOWA CITY, IOWA February 13, 2020 it 1 CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org ENGINEER'S ESTIMATE February 17, 2020 City Clerk City of Iowa City, Iowa Re: Water Distribution East Pressure Zone Project Dear City Clerk: The engineer's estimate of probable construction cost for the Water Distribution East Pressure Zone Project is $240,000. Sincerely, N O —I C7 i Scott Sovers, P.E. Assistant City Engineer �^ N n W ESS 2 d RYAN W. cWi WRIGHT r? 24107 ' ••.........../11111111100 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. - � 211N1 -2 -0 -DS License Number: 24107 My license renewal date is December 31, 2020 Pages or sheets covered by this seal: All Paaes •1 CJ �n b cn W Water Distribution East Pressure Zone Project 0005 — Page 1 of 1 0010 TABLE OF CONTENTS PROJECT MANUAL 0005 CERTIFICATIONS PAGE 0010 TABLE OF CONTENTS 0100 NOTICE TO BIDDERS 0110 NOTICE OF PUBLIC HEARING 0200 INSTRUCTIONS TO BIDDERS 0400 PROPOSAL 0405 BIDDER STATUS FORM 0410 BID BOND FORM 0500 CONTRACT 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND 0520 CONTRACT COMPLIANCE 0530 WAGE THEFT POLICY SUDAS STANDARD SPECIFICATIONS GENERAL SUPPLEMENTAL SPECIFICATIONS SUPPLEMENTAL SPECIFICATIONS SPECIAL PROVISIONS PLANS Water Distribution East Pressure Zone Project 0010 — Page 1 of 1 N o rTi �r� � r- � E, M a RJ Water Distribution East Pressure Zone Project 0010 — Page 1 of 1 0100 NOTICE TO BIDDERS WATER DISTRIBUTION EAST PRESSURE ZONE PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 19`" day of March 2020. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 241 day of March 2020, or at special meeting called for that purpose. The Project will involve the following: This project includes water main system improvements to create an east pressure zone within the existing Iowa City water distribution system. Construction will include trenchless installation of approximately 300 feet of new water main, hydrants, and valves; concrete roadway and sidewalk patching; and reconstruction of pedestrian curb ramps. All work is to be done in strict compliance with the Project Manual prepared by Bolton & Menk, Inc, of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted conteyiing 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 66 made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall bis forfeited to ttie-j 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. Water Distribution East Pressure Zone Project 0100 — Page 1 of 3 The following limitations shall apply to this Project: Work Start Date: April 20, 2020 Substantial Completion Date: August 28, 2020 Liquidated Damages: $500 per day Completion Time and Allowable Closure Days 1. N. Dodge Street Project Site a. To run concurrently with all milestones, working days, allowable calendar days, and final completion dates, All work at the intersection of N. Dodge St. and Prairie Du Chien Rd. shall be complete and roads open to normal traffic patterns within a period of ten(10) calendar days. Note calendar day count starts when traffic control is installed. b. All work at the intersection of N. Dodge St. and Prairie Du Chien Rd. shall be completed between June 15"' and July 315t. c. Work at the intersection of N. Dodge St. and Prairied Du Chien Rd. shall not be performed concurrently with the work at the intersection of Kimball Rd. and N. Governor St. 2. Kimball Road Project Site a. To run concurrently with all milestones, working days, allowable calendar days, and final completion dates, all work at the intR6section of Kimball Rd. and N. Governor St. shall be complete -end roes open to normal traffic patterns within a period of fifteen (1S),calendar days. Note calendar day count starts when traffic control is jnMalled.. b. All work at the intersection of Kimball Rd and N. GoviM& St. shall be.* completed between June 15'h and July 311. c. Work at the intersection of Kimball Rd. and N. Governor St. shall not be performed concurrently with work at the intersectior)' of N. Dpdge St. and Prairie Du Chien Rd. 3. Muscatine Avenue Project Site a. All work at the intersections of Muscatine Ave and Dover St. and Muscatine and Southlawn Dr. shall be completed between June 1511 and July 315' No Excuse Completion Incentive/Disincentive 1 N. Dodge Street Project Site: a. The CONTRACTOR will be paid a "No Excuse Completion Incentive" of $1,000 per day to a maximum of $5,000 in advance of the allotted ten (10) calendar days for opening of roadway to normal traffic patterns. If opening of roadway to normal traffic patterns occurs beyond the ten (10) calendar day allowance, a disincentive of $1,000 per day past the allotted working day allowance will be assessed. No delay will be considered as justification to modify the ten (10) calendar day deadline. Incentive will be paid at time of final payment. 2. Kimball Road Project Site a. The CONTRACTOR will be paid a "No Excuse Completion Incentive" of $500 per day up to a maximum of $5,000 in advance of the allotted fifteen (15) calendar days for opening of roadway to normal traffic patterns. If opening of roadway to normal traffic patterns occurs beyond the fifteen (15) calendar day allowance, a disincentive of $500 per day past the allotted working day allowance will be assessed. No delay will be considered as justification to modify the fifteen (15) calendar day deadline. Incentive will be paid at time of final payment. Water Distribution East Pressure Zone Project 0100 — Page 2 of 3 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, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll -Free, (800) 779-0093, by bona fide bidders A $30 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to The City of Iowa City. The fee is refundable if returned within 14 days of award of the project by City Council in re -usable condition. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the 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. o o �l KELLIE FRUEHLING, CITY CLERK �� � Rj -{n w < r- r- v M Cil W w Water Distribution East Pressure Zone Project 0100 - Page 3 of 3 0110 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE WATER DISTRIBUTION EAST PRESSURE ZONE 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 Water Distribution East Pressure Zone in said city at 7:00 p.m. on the 3r° day of March 2020, 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. U This project includes water main system improvements to create an east pressure zone within the existing Iowa City water distribution system. Construction will include trenchless installation of approximately 300 feet of new : m water main, hydrants, and valves; concrete roadway and o=o sidewalk patching; and reconstruction of pedestrian curb ramps. 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 N ry G I La -- w— 3 r N Ln W Water Distribution East Pressure Zone Project 0110 — Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS WATER DISTRIBUTION EAST PRESSURE ZONE PROJECT Bid Submittals: a. Time, Date and Location March 19, 2020 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. 2. 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: httr)s://www.leois.iowa.Qov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. N 3. Bid Security: E} a. Use the Bid Bond Form included in Section 0410. b. Submit in accordance with 0200.2.b above. z>ca j C. Bid security is 10% of the total bid, including all added alternates Mo4iot-deduct_' the amount of deducted alternates). — `-0 d. See Section 1020, as may be supplemented, for a complete descrij�orri of -the W', i security requirements. o -` N ....J I> Ln 4. Progress and Schedule: r a. Contract Times: Substantial Completion Date: August 28, 2020 Liquidated Damages: $500 per day Completion Time and Allowable Closure Days L N. Dodge Street Project Site 1. To run concurrently with all milestones, working days, allowable calendar days, and final completion dates, All work at the intersection of N. Dodge St. and Prairie Du Chien Rd. shall be complete and roads open to normal traffic patterns within a period of ten(10) calendar days. Note calendar day count starts when traffic control is installed. 2. All work at the intersection of N. Dodge St. and Prairie Du Chien Rd. shall be completed between June 15"' and July 3151. 3. Work at the intersection of N. Dodge St. and Prairied Du Chien Rd. shall not be performed concurrently with the work at the intersection of Kimball Rd. and N. Governor St. ii. Kimball Road Project Site 1. To run concurrently with all milestones, working days, allowable Water Distribution East Pressure Zone Project 0200 — Page 1 of 3 calendar days, and final completion dates, all work at the intersection of Kimball Rd. and N. Governor St. shall be complete and roads open to normal traffic patterns within a period of fifteen (15) calendar days. Note calendar day count starts when traffic control is installed. 2. All work at the intersection of Kimball Rd and N. Governor St. shall be completed between June 151 and July 311. 3. Work at the intersection of Kimball Rd. and N. Governor St. shall not be performed concurrently with work at the intersection of N. Dodge St. and Prairie Du Chien Rd. iii. Muscatine Avenue Project Site 1. All work at the intersections of Muscatine Ave and Dover St. and Muscatine and Southlawn Dr. shall be completed between June 15'" and July 311. No Excuse Completion Incentive/Disincentive L N. Dodge Street Project Site: ,, 1. The CONTRACTOR will be paid a "No Excuse Corr:0 Son -incentive" of $1,000 per day to a maximum of $5,000 in advar�bf the allotteA ten (10) calendar days for opening of roadway -to-normal traffic patterns. If opening of roadway to normal traffic patterns occurs beyond the ten (10) calendar day allowance, a disincentive of $1,000 per day past the allotted working day allowance will be asses§ed. 'No delay will be considered as justification to modify the ten (10)`^calendar day deadline. Incentive will be paid at time of final payment. ii. Kimball Road Project Site 1. The CONTRACTOR will be paid a "No Excuse Completion Incentive" of $500 per day up to a maximum of $5,000 in advance of the allotted fifteen (15) calendar days for opening of roadway to normal traffic patterns. If opening of roadway to normal traffic patterns occurs beyond the fifteen (15) calendar day allowance, a disincentive of $500 per day past the allotted working day allowance will be assessed. No delay will be considered as justification to modify the fifteen (15) calendar day deadline. Incentive will be paid at time of final payment. b. Work Restrictions: L No work shall be done between 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. ii. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. C. Community Events: L NA 5. 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. 6. Insurance Requirements: a. The City of Iowa City is to be listed on the required insurance certificate, as an Water Distribution East Pressure Zone Project 0200 - Page 2 of 3 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. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020 1.08 of the Supplemental Specifications. 8. 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. 9. 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. 10. 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. Water Distribution East Pressure Zone Project 0200 — Page 3 of 3 h� C G M k W c f — CO r_ 1M -<r— M -0 M s D (-n t Water Distribution East Pressure Zone Project 0200 — Page 3 of 3 0400 PROPOSAL WATER DISTRIBUTION EAST PRESSURE ZONE 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 = M -0 m City of Iowa City N City Hall 410 East Washington Street x y F 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. Water Distribution East Pressure Zone Project 0400 - Page 1 of 5 ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED NO. QUANTITY AMOUNT 1 TOPSOIL, OFF-SITE CY 125 $ $ 2 SUBGRADE PREPARATION SY 615 $ $ 3 SUBBASE, 6 -INCH, MODIFIED SY 680 $ $ 4 REPLACEMENT OF UNSUITABLE CY 600 $ $ BACKFILL MATERIAL 5 WATER MAIN, TRENCHLESS, PVC, 8- LF 305 $ $ INCH 6 FITTING LB 1346 $ $ 7 WATER SERVICE STUB, COPPER, 1" EA 1 $ r 8 VALVE, 6 -INCH EA 5 $.` $,-,; 9 CHECK VALVE, 8 -INCH EA 1 10 CHECK VALVE, 12 -INCH EA 1 11 FIRE HYDRANT ASSEMBLY EA 7 $ $ 12 FIRE HYDRANT ASSEMBLY EA 2 $ $ REMOVAL 13 VALVE REMOVAL EA 5 $ $ 14 MANHOLE, PRECAST, 6 -FT EA 2 15 MANHOLE ADJUSTMENT, MINOR EA 2 $ $ 16 SIDEWALK, PCC, 4 -INCH SY 163 $ $ 17 SIDEWALK, PCC, 6 -INCH SY 46 $ $ 18 DETECTABLE WARNING SF 96 $ $ 19 DRIVEWAY, PAVED, PCC, 6 -INCH SY 45 $ $ Water Distribution East Pressure Zone Project 0400 — Page 2 of 5 ITEM DESCRIPTION UNIT ESTIMATED UNIT PRICE EXTENDED NO. QUANTITY AMOUNT 20 FULL DEPTH PATCHES, 8 -INCH, SY 400 $ $ O PCC �—y Q17 21 FULL DEPTH PATCHES, 10 -INCH, SY 155 $ $ PCC 22 PAINTED PAVEMENT MARKINGS, STA 5 $ $ SOLVENT/WATERBORNE 23 TEMPORARY TRAFFIC CONTROL LS 1 $ $ 24 SOD SQ 40 $ $ 25 CONSTRUCTION SURVEY LS 1 $ $ 26 MOBILIZATION LS 1 $ $ TOTAL EXTENDED AMOUNT: $ The Bidder may submit computer-generated unit price table in accordance with the Special Provisions. na w Water Distribution East Pressure Zone Project 0400 — Page 3 of 5 rr M O N �—y Q17 X_ r Water Distribution East Pressure Zone Project 0400 — Page 3 of 5 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NAME OF SUBCONTRACTORS TYPE OF WORK APPROXIMATE COSTS N O GJ NOTE: All subcontractors are subject to approval by the City of Iowa City. v co r m �M �r rn rn � T. N Water Distribution East Pressure Zone Project 0400 — Page 4 of 5 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 91C.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 ti o s =� rn as Signature -I C-) r— Printed Name n r 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. Water Distribution East Pressure Zone Project 0400 — Page 5 of 5 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 o to Address: o mm/dd1 > `t w ( yyyy) City, State, Zip Code: Dates n 0 to Address: -<r— .,, M z =r(mm/dd/yyyy) City, State, Zip Code: �E5- `N You may attach additional sheet(s) if needed. r' u1 cn To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preference to bidders who are residents? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. To be completed by all bidders Part D 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: Water Distribution East Pressure Zone 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 organizatior>; is filed in a state other than Iowa, has received a certificate of authority to transact business in lows -aid the ertificate has not been revoked or canceled. — r— �m v CJI C./1 Water Distribution East Pressure Zone Project 0405 — Page 2 of 2 0410 BID BOND FORM WATER DISTRIBUTION EAST PRESSURE ZONE 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 Water Distribution East Pressure Zone Project. NOW, THEREFORE, N (a) If said Bid shall be rejected, or in the alternate, m S. (b) If said Bid shall be accepted and the Principal shall execute and deliver a,_eontrae!— in the form specified, and the Principal shall then furnish a spcurity')for the., Principal's faithful performance of said Project, and for the payment of alC#ersont performing labor or furnishing materials in connection therewith, and shol in ajl.,' 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 Witness 0 Principal Surety Witness (Attorney-in-fact) Attach Power -of -Attorney, if applicable day (Seal) (Title) (Seal) Water Distribution East Pressure Zone Project 0410 — Page 1 of 1 0500 CONTRACT WATER DISTRIBUTION EAST PRESSURE ZONE 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 February 2020, for the Water Distribution East Pressure Zone ('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 incorpor4gd herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; ahyl b. Contractor's Completed Contract Compliance �IPfgraffi (Anti - Discrimination Requirements) Assurance, if applicable, putsvantt0 Sedtibh 0200, attached hereto; and ry Cj i 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. Water Distribution East Pressure Zone 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): NAME QUANTITY I UNIT PRICE TOTAL AMOUNT DATED this day of Cit City Official ATTEST: City Clerk (for Formal Projects only) APPROVED BY: City Attorney's Office 20 Contractor ATTEST: By: (Company Official) o 0 d ' 71 C-3 4 n co r— '�m 'v o'A � Cn cn Water Distribution East Pressure Zone Project 0500 — Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND WATER DISTRIBUTION EAST PRESSURE ZONE PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, (hereinafter the "Contractor" or "Principe as Surety are held and firmly bound unto and to as "the Jurisdiction"), and to all persons who may be owa, as UDngee injured by any I N as FMcipal c-, :n -- the conditions of this Bond in the penal --QRn --a 4r1 77- - 4ollarc- ($ ), lawful money of the United States, for the payment of ovhiCq su�� well and truly to be made, we bind ourselves, our heirs, legal representatives and assignep)ointly 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: This project includes water main system improvements to create an east pressure zone within the existing Iowa City water distribution system. Construction will include trenchless installation of approximately 300 feet of new water main, hydrants, and valves; concrete roadway and sidewalk patching; and reconstruction of pedestrian curb ramps. and 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. 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 Water Distribution East Pressure Zone Project 0510 — Page 1 of 4 portion of the contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of Five year(s) (5) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force. and pct until the Contract is completed, whether completed within the specified contras period, within an extension thereof, or within a period of time after the contract kriod has elapsed and the liquidated damage penalty is being chaff agnaiinst Contractor. r— D. That no provision of this Bond or of any other contract shall beyallid th-0 limiOt® less that five years after the acceptance of the work under the Cbc frtact e rig tt't sue on this Bond. " E. That as used herein, the phrase "all outlay and expense" is not to be li `r j ed 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. Water Distribution East Pressure Zone 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. U Z� crnv C-)-< i c-) ca r— _rn � Cn Cn Water Distribution East Pressure Zone Project 0510 — Page 3 of 4 PRINCIPAL: SURETY: Contractor Surety Company By By Signature Signature Attorney -in -Fact Officer Title Printed Name of Attorney -in -Fact Officer FORM APPROVED BY: Company Name City Attorney's Office Company Address City, State, Zip Code Company Telephone Number 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. Water Distribution East Pressure Zone Project 0510 - Page 4 of 4 C71 rn - m ; �rM M'o Ci� N CA Ln Water Distribution East Pressure Zone Project 0510 - Page 4 of 4 0520 CONTRACT COMPLIANCE SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: 1. All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC -2 and CC -3) or other required material must. -be xeceived and approved by the City. W co r-- 5. Contracting departments are responsible for answering questions about ccontra or, consultant and vendor compliance during the course of the contract wi)k_9 Q. 6. All contractors, vendors, and consultants must refrain from the use of a& signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 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. Water Distribution East Pressure Zone 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? .y � n F rTl 4. What is the name, telephone number and address of your business' L= EmIoyrr!z T1t Opportunity Officer? c.n (Please print) Phone Number Street Address City, State, Zip Code Water Distribution East Pressure Zone Project 0520 — Page 2 of 6 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date N 0 0 rn n D� U ` �-o r �rrn -0 m D U7 cn Water Distribution East Pressure Zone 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 N O N Your staff should be aware of and be required to abide by your Equal Emvoymvnt, Opportunity program. All employees authorized to hire, supervise, promote or @i charge; employees or are involved in such actions should be trained and required to comply YM your policy and the current equal employment opportunity laws. — Co rm M 4. RECRUITMENT ox a (a) Let potential employees know you are an equal opportunity emp&e: r. T9 31 -s canRe) done by identifying yourself on all recruitment advertising as "an equal caortunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of Water Distribution East Pressure Zone 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. Water Distribution East Pressure Zone Project 0520 — Page 5 of 6 N O N �y w Cl) -< =i c-) -- r— �m m C_n M Water Distribution East Pressure Zone 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. Water Distribution East Pressure Zone Project 0520 — Page 6 of 6 N J NO O C7 r" r7l co C-) ^� r rri -0 N CA M Water Distribution East Pressure Zone Project 0520 — Page 6 of 6 0530 WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25% of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter "Wage Theft Policy") I. Application. The Wage Theft Policy applies to the following: a. Contracts in excess of $25,000 for goods, services or public improvemamts. b. Contracts for discretionary economic development assistance-''{Dissretionafy" economic development assistance shall mean any econd�IiC dgeloppmt assistance provided by the City of Iowa City that is not requireco aw. II. Exceptions. The Wage Theft Policy does not apply to emergency purchase$ of goods and services, emergency construction or public improvement work, sole sourp'A 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. Water Distribution East Pressure Zone 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. Water Distribution East Pressure Zone Project 0530 — Page 2 of 3 N 4 N C ^� G M _ IF D � crna ` C -)co - r -�� �r r*i o M O Y Y u9 M Water Distribution East Pressure Zone Project 0530 — Page 2 of 3 STATE OF WAGE THEFT AFFIDAVIT COUNTY SS: N L� N D- p i upon being duly sworn, state as follows: _ -- I am the [position] of ["contracting entity"] and have the authority to execute this affidavit orE aT of said contracting entity and any person or entity with an ownership interest in said c6ntracWg entity of more than 25%. n 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. This instrument was acknowledged on 20 Signature before me by Notary Public in and for the State of Water Distribution East Pressure Zone Project 0530 — Page 3 of 3 SODAS 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: hftps:Hiowasudas.ora/manuals/specifications-manual/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. Previous editions of the SUDAS Standard Specifications can be found here: https://iowasudas.org/archived-specifications/. Water Distribution East Pressure Zone Project Page 1 of 1 N O N 0 *E: 0 T1 W co rv M M D rr� Water Distribution East Pressure Zone Project Page 1 of 1 GENERAL SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the General Supplemental Specifications for use on all public improvement projects and construction within the public right-of-way. The General Supplemental Specifications are incorporated by reference. Copies of the General Supplemental Specifications can be obtained from the website at: https://iowasudas.org/supplemental-specifications/ These specifications are kept on file in the City Engineers Office and will be made available for viewing by City staff and the public. Water Distribution East Pressure Zone Project Page 1 of 1 N P N v m j C-)-< -1(7 - co M m -o �3` N D � rn Water Distribution East Pressure Zone Project Page 1 of 1 SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the Supplemental Specifications to the 2020 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: hftps://www.iowa- city.org/weblink/O/edoc/1845668/CIC%2OSupplemental°/`2OSpecs.pdf or are available in the City Engineering Division Office. 0 ti ti 0 -Ih co ;fr- o? _ C!1 rn Water Distribution East Pressure Zone 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, 1.09.6, for details on preparing a computer-generated unit price attachment. O ti 0 p D=+ d j cvm —i c-) m -<r- , , rTm C:) z) -v -C n� N cn rn Water Distribution East Pressure Zone Project Page 1 of 1 THE 2020 EDITION OF THE 'IOWA STATEWIDE URBAN SPECIFICATIONS FOR PUBLIC IMPROVEMENTS- (SURAS(. IOWA CRY SUPPLEMENTAL SPECIFICATIONS SHALL GOVERN AS REFERENCED. MUTCO 2009 AS ADOPTED By IOWA DEPARTMENT OF TRANSPORTATION. UTILITY CONTACTS Water Mains: Communiotion Lines: Iowa City Water Division Centurytink Water Office Johnathan Soenksen ph. 319-356-5160 Jonathan.soenksen@centurylink.com ph. 3193947406 Electric Unes: MiclAmerican Rob Holm ph. 319-341-4404 Gas Lines: MidAmeriwn Joe Retek bretek@midamerican.com ph. 319-341-4457 Waste Water: loans Water Division Collections ph. 319-887-6098 Iowa City Engineering Division Scott Savers Scott-sovers@lowacity.com ph. 319-356-5142 Iowa City Streets and Traffic Engineering ph.31"31-1165 Iowa City School District Justin Miller mllier.justin@iowaciryschools.org ph. 319-668-1292 Mediacom Iowa City Darwin Driscoll ph. 319351-0408 ea3702 (UPN) Unite Private Networks, LLC Clark Lundy Clark.Lundy@upnfiber.com ph. 515-288-1281 ImOn communications Matthew Kearney matthew.keamey@imon, net ph. 319-200.7778 Windstream Stephen Kness Stephen.Kneas@ W lndstream.com ph. 3197967678 CITY OF IOWA CITY WATER DIVISION MAP OF THE CITY OF IOWA CITY JONNSON COUNTY, IA WATER DISTRIBUTION EAST PRESSURE ZONE 2020 T1ISPIAN SET CONTAINS 47 SHEETS. Sheet Ust Table _ Sheet SheaeTRM Number wur w Fr y "ne "a« l ooL T yNleae A.01 1_ — TITLE SHEET A.02 LEG I LEGEND ANO B.01 DETAILS C.01 OUANRDES & NOTES C.02 TABULATIONS G.01 ALIGNMENT DATA 6.02 ALIGNMENT DATA 1.01 t -TRAFFIC CONTROL —NOTES 1,02 W GTON STTRAFFIC CONTROL L03 I TUDOR OR TRAFFIC CONTROL PLAN lA4 PRINCETON RD TRAFFIC CONTROL PIAN ,05 MAYFIELD TRAFFIC CONTROL PIAN lA6 FRIENDSHIP ST TRAFFIC —CONTROL PIAN J.07 MUSGTN AVE TRAFFIC CONTROL PLAN J. MBALL RD TRAFFIC CONTROL PUN J.09 DODGE ST PHASE 1 TIIgFFlC CONTIIOL .10 DODGE S1 PHASE 1 TMFFIC CONTROL PLAN 1.11 RIDGE RD PHASE I TRAFFIC CONTROL RIDGE RD PHASE 2 TRAFFIC CONTROL PIAN 1.13 1 SIDEWALK DETOUR -SOUTH 1 - SIDEWALK DETWR PIAN RRJRU JASKIMBALL RD DETOUR 1 1� 1.1 - DODGE ST DETOUR PIAN NIM WASHINGTON STCNECKVALVE MA2 TUDOR DR VALVE AND HYDRANT 9.03 PRINCETON RDDEAD END MA4_ MAYFIELD RD DEAD END MAS FRIENDSHIP ST DEAD END M.06DOVER TO SOLffNLAWN WATER MNN M.D7 gM9A1LAN0 GOVERNOR DEAD END MAB DODGE ST CHECKVALVE M.09 _ RI WE RD DEAD END FLOE _ A9HINGTON ST REMOVAL PIAN R.02 OR DR REMOVAL PUN R.03 PRINCETON RDREMOVALPIAN AW - MAYFIELD RO REMOVAL —PLAN R.OS FRIENOSHIPSr-REMOVAL PIAN _ RA6 USICAT NE AVE REMOVAL PIAN IL07 _ KIMBALL AND GOVERNOR RE OOVALPUN 0.08 DODGE ST REMOVAL PLAN R.09_ RIDGE RD REMOVAL PIAN y I I SA2 PRINLETOINKU&INI AVE SIDEWALK COMPLIANCE PUN i MAYFIELD RD& IST AVE SIDEWALK COMPLIANCE PLAN SA IMUSCATNE AVE SIDEWALK COMPLIANCE PUN SM KIMBALL RD • N GOVERNOR ST SIDEWALK COMPIIANIN PIAN 5. RNl<iE RD6VIRGINIA ST SIDEY/AIK COMPIANCE T1ISPIAN SET CONTAINS 47 SHEETS. PLAN REVISIONS REV ISSUED FOR DATE 0 ISSUED FOR BID F� /9 2/13/2020 € i I Q1 Ln CV T ^ - v I "I.."I •lo ea.ur fa S - •aMr•!YN Taw ma. wur w Fr y "ne "a« l ooL T yNleae I 1 CRY OF IOWA CITY ENGINEERING DIVISION APPROVED Qw a IGNNAY 61 ' 5 © BOLTON & M E N K ass WRIEDAR ROTIDS,I w5W, wITFu RDARMNOS, IOWA uawWATER Emall:f warRa Msp6dtanmelkmn 6�tPn m.nkmm aww D HD IOWA CITY WATER DIVISION DISTRIBUTION PRESSURE ZONE IMPROVEMENTSPN9ne:131913k1-3219 co U F- TITLE SHEET U MAP OE APORTION OF THE tip/ Z �B ZOZD CITY OF IOWA CITY, IA Engine" Date µ N CD PROJECT LOCATIONS O N PLAN REVISIONS REV ISSUED FOR DATE 0 ISSUED FOR BID F� /9 2/13/2020 € i I i IOWA ONE CALL 1-800-292-89891 WWNAOWOOneC011-COM i-� lOHN50HCWNTY, IA pY`\Op E5511/1%0 4 "f '9R 'p Rniht _- Wright m 1 24107 A p yn ''�YYr ",'MH � COIIIIINI\nP\\ 1 HEREBY RATIFY THAT THIS ENGINEERING DOCUMENT WAS PTIEPMED BY ME OR UNDER MY DIRER PERSONAL SUKW90N AND THAT�II W AA DULY UCENSED PROFESSIONAL ENGINEER u DE�NE " R N// of] STATE OFIOWA ✓h_ �, W.YAm REG. NO. 34107 DATE: ^Y 2G MGESORSRE COVEATEIS 13/31/1030 PAGES OR SHFEI3 COVEflED 0Y TH65fAL' u 191FElS ' 5 © BOLTON & M E N K ass WRIEDAR ROTIDS,I w5W, wITFu RDARMNOS, IOWA uawWATER Emall:f warRa Msp6dtanmelkmn 6�tPn m.nkmm aww D HD IOWA CITY WATER DIVISION DISTRIBUTION PRESSURE ZONE IMPROVEMENTSPN9ne:131913k1-3219 ]ALO1 �� TITLE SHEET EXISTING TOPOGRAPHIC SYMBOLS SURVEY SYMBOLS EXISTING PRIVATE UTILITY LINES NOTE: ® ACCESS GRATE 0 REGULATION STATION GAS ® BENCH MARK LOCATION EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY IOWA ONE CALL, I-SM-292-8989. © AIR CONDITION UNIT IF SATELLITE DISH0 CONTROL POINT ® ANTENNA p SIGN TRAFFIC• THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS MONUMENT IRON FOUND DETERMINED ACCORDING TO THE GUI DEUNES OF CI/ASCE 38-02, ENTITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF c AUTO SPRI NKLER CONNECTION 0 SIGNAL CONTROL CABINET 0 CAST IRON MONUMENT EXISTING SUBSURFACE UnUTY DATA' �ff BARRICADE PERMANENT $ SOIL BORING — i —. c —, — UNDERGROUND FIBER OPTIC (I EXISTING TOPOGRAPHIC LINES — k — E a — T — UNDERGROUND ELECTRIC BASKETBALL POST 6' SIREN —�—�G—�— UNDERGROUND GAS BENCH ® TELEPHONE BOOTH RETAINING WALL UNDERGROUND COMMUNICATION j} BIRD FEEDER ■ TILE INLET —K —K —K X —x —K — FENCE — « — « M OVERHEAD ELECTRIC .. BOLLARD .nu TILE OUTLET 13 ❑ ❑ ❑ FENCE-DECORATIVE — « — « — « OVERHEAD COMMUNICATION GUARD RAIL a — w — ou OVERHEAD UTILITY .. BUSH • TILE RISER TREE LINE UTILITIES IDENTIFIED WITH A QUALITY LEVEL: U CATCH BASIN RECTANGULAR CASTING Eo TRANSFORMER-ELECTRIC BUSH LINE UNE TYPES FOLLOW THE FORMAT: UTILITY TYPE QUALITY LEVEL 1'J CATCH BASIN CIRCULAR CASTING TREE-CONIFEROUS SURVEY LINES EXAMPLE:—e^—GA— UNDERGROUND GAS, QUALITY LEVEL UTILITY QUALITY LEVEL IA,B,QDI DEFINITIONS CAN BE FOUND IN CI/ASCE 38-02. x CURBSTOP r�`, TREE-DEAD CLEANOUT Q TREE-DECIDUOUS a CONTROLLED ACCESS UTILITY QUALITY LEVELS: .¢0 CULVERT END q TREE STUMP BOUNDARY QUALITV'LEVELD: PROVIDES THE MOST BASIC LEVEL OF INFORMATION. IT INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS. CENTERLINE RECORDS MAY INCLUDE AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICES MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASES, H DRINKING FOUNTAIN o-- TRAFFIC ARM BARRIER _--__ __ _ EXISTING EASEMENT LINE CONSTRUCTION PLANS, ETC. D DOWN SPOUT 9-V TRAFFIC SIGNAL ----------------- PROPOSED EASEMENT UNE UTILITY VALVES AND QUALITY LEVEL C: INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITYSTRUCTURESNCFLAT SUCH AS MANHOLES, HAND-HOLES,EXISTING ANTS, PEDESTALS AND UTILITY MARKERS, AND CORRELATING THE INFORMATION WITH EXISTING UTILITY RECORDS TO D FILL PIPE „9„ TRASH CAN CREATE COMPOSITE DRAWINGS. INCLUDES QUALITY LEVEL D ACTIVITIES. PROPOSED LOT UNE PROPOSED LOT LI Q FIRE HYDRANT ® UTILITY MARKER EXISTING RIGHT-OF-WAY QUALM LEVEL 8: INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND FLAG OLE N VALVE PROPOSED RIGHT-OF-WAY COLLECTING THE INFORMATION THROUGH A SURVEY METHOD. INCLUDES QUALITY LEVEL C AND D TASKS. p FLARED END/APRON ® VALVE OST INDICATOR - - - - SETBACK LINE QUALITY LEVEL A: PROVIDES THE HIGHEST LEVEL OF ACCURACY. IT INVOLVES LOCATING OR POTHOLING UTILITIES AS WELL AS ACTIVITIES IN SECTION LINE QUALITY LEVELS B, C, AND D. THE LOCATED FACILITY INFORMATION IS SURVEYED AND MAPPED AND THE DATA PROVIDES PRECISE PLAN AND FUEL PUMP ® VALVE VAULT QUARTER LINE PROFILE INFORMATION. l:D GRILL QY VENT PIPE SIXTEENTH UNE ABBREVIATIONS I- GUY WIRE ANCHOR WATER SPIGOT -- TEMPORARY EASEMENT EXISTING UTILITY LINES A ALGEBRAIC DIFFERENCE GRAV GRAVEL RT RIGHT 3 HANDHOLE B WELL ADI ADJUST GU GUTTER SAN SANITARY SEWER T HANDICAP SPACE d WETLAND DELINEATED MARKER ALT ALTERNATE GV GATE VALVE SCH SCHEDULE FORCEMAIN B-B BACK TO BACK HDPE HIGH DENSITY POLYETHYLENE SERV SERVICE + IRRIGATION SPRINKLER HEAD y WETLAND —a—>—>—a > >— SANITARY SEWER BIT BITUMINOUS HH HANDHOLE SHLD SHOULDER IRRIGATION VALVE BOX F-1 WET WELL SANITARY SERVICE BLDG BUILDING HP HIGH POINT STA STATION 7 LIFT STATION CONTROL PANEL °'3 YARD HYDRANT STORM SEWER BMP BEST MANAGEMENT PRACTICE HWL HIGH WATER LEVEL STD STANDARDMSE CTS' LIFT STAZIyyv1--1-1— ya y>> y> y>a y y> y>>y y>ay - STORM SEWER DRAIN TILE gq BEGIN RADIUS HYD HYDRANT STM STORM SEWER ul PROPOSED TOPOGRAPHIC SYMBOLS WATERMAIN BV VALVE INVERT TC TOPPO CURB {F LIGHT ON POLE - - - - - -'- - - - -'-'- WATER SERVICE CATCHBUTTEBASINFLY CB CATCH BASIN K CURVE COEFFICIENT TE TEMPORARY EASEMENT �' -C)GHTGCi DND cr_ O 0 CLEANOUT PROPOSED UTILITY LINES C&G CURB AND GUTTER L LENGTH TEMP TEMPORARY ® E T {TAILBCUP- W }- CIP CAST IRON PIPE LO LOWESTOPENING TNH TOP NUT HYDRANT LL.1 J>F�.-- 0 MANHOLE CL CENTERLINE EPIPE LT LOW POINT TP TOP OF PIPE ID ANHO M"ItaON L� �II�II�II�il�ll� FORCEMAIN LEFT TVP TYPICAL � LIFT STATION CL CENTERLINE LT n � -ANHOLELLCIIC—�—�— 0 STORM SEWER CIRCULAR CASTING y� - SANITARYSEWER CL CLASS MH MANHOLE VCP VITRIFIED CLAY PIPE c SANITARY SERVICE CLVT CULVERT MIN MINIMUM VERT VERTICAL �FMANHOL(-GAS UT �" 4" ■ STORM SEWER RECTANGULAR CASTING �>> >> >> »� STORM SEWER P CORRUGATED METAL PIPE MR MIDRADIUS VPC VERTICAL POINT OF CURVE *H MANHOUE�H AT �i b, STORM SEWER FLARED END/APRON STORM SEWER DRAIN TILE CO. CHANGE ORDER NIC NOT IN CONTRACT VPI VERTICAL POINT OF INTERSECTION Qs k MANHOI�Ea�"paITARY SEWER WATERMAIN COMM COMMUNICATION NMC NON-METALLIC CONDUIT VPT VERTICAL POINT OF TANGENT -QCT- ■ STORM SEWER OUTLET STRUCTURE ---------�---- WATERSERVICE CON CONCRETE NTS NOT TO SCALE VIM WATERMAIN Q MANHOLE-STORM SEWER ® STORM SEWER OVERFLOW STRUCTURE PIPE CASING CSP CORRUGATED STEEL PIPE NWL NORMAL WATER LEVEL Q7 MANHOLE-UTILITY o CURBBOX DIA DIAMETER OHW ORDINARY HIGH WATER LEVEL F_0 MANHOLE-WATER GRADING INFORMATION DIP DUCTILE IRON PIPE PC POINT OF CURVE AC ACRES FIRE HYDRANT DWY DRIVEWAY PCC POINT OF COMPOUND CURVE OF CUBIC FEET .] METER H WATER VALVE _ _ __ ---- --------- E EXTERNAL CURVE DISTANCE PE PERMANENT EASEMENT CV COMPACTED VOLUME '- EXISTING CONTOUR MINOR ORDERMICROPHONE ► WATER REDUCER _ � � _ � -95D� EXISTING CONTOUR MOOR ELEC ELECTRIC PED PEDESTRIAN, PEDESTAL CY CUBIC YARD .-h PARKING METER N' WATER BEND `950 PROPOSED CONTOUR MAJOR ELEV ELEVATION PERF PERFORATED PIPE EA EACH PAVEMENT MARKING `�99p PROPOSED CONTOUR MOOR EOF EMERGENCY OVERFLOW PERM PERMANENT EV EXCAVATED VOLUME FyTI WATER TEE ER ENDRADIUS PI POINT OF INTERSECTION LB POUND ••••• PROPOSED GRADING LIMITS SLOPE LIMITS € © PEDESTAL-COMMUNICATION T WATER CROSS x953.53 x STA:5K7.19 PROPOSED SPOT ELEVATION ESMT EASEMENT PL PROPERTY LINE LF LINEAR FEET 98087 IX EXISTING PRC POINT OF REVERSE CURVE l5 LUMP SUM M PEDESTAL-ELECTRIC _ WATER SLEEVE 1:6 RISEAUN(SLOPE) FES FLARED END SECTION PT POINT OF TANGENT LV LOOSE VOLUME 3 w PEDESTRIAN PUSH BUTTON n WATER HATCH PATTERNS F-F FACE TO FACE PVC POLYVINYL CHLORIDE PIPE SF SQUARE FEET L� PICNIC TABLE RIP RAP BITUMINOUS GRAVEL FF FINISHED FLOOR PVMT PAVEMENT SV STOCKPILE VOLUME F&I FURNISH AND INSTALL R RADIUS SY SQUARE YARD r. r POLE-UTILITY y DRAINAGE FLOW FM FORCEMAIN R/W RIGHT-0F-WAV 6 ® POST kF TRAFFIC SIGNS CONCRETE • SOD FFIBER OPTIC RCP REINFORCED CONCRETE PIPE Y( m RAILROAD SIGNAL OLE F.. O. FIELD ORDER RET RETAINING GRAN GRANULAR RSC RIGID STEEL CONDUIT 7A BSS WRIGHT BROTHF0.58LV05W. SUITE 2A RWW 0 BID 0 13 OIO IOWA CITY WATER DIVISION SHTF! I BOLTON CEDARRAPI05,IOWA 5240a """", WATER DISTRIBUTION PRESSURE 20NE IMPROVEMENTS & MENK Email:C orgap85~ n-menk.com A02 °®� www.Eohon-menk.mm LEGEND AND EXISTING UTILITY NOTES 3'-0' RAMI SPACE H TRACER WINE I I' 0141 MCWILL TRENCH BACKFILL WITH CRUSHED STONE BOTTOM OF MIN FINK GRADE AND HYDRANT TRACING VIRE OR GROUND ROD ANCHOR OR SWIVEL TEE GROUND RODS BLOCK SOLID CONCRETE BLOCK ET REVISED oval[) L0 HYDRANT & VALVE ASSEMBLY N Y O Ars E W CL Ji W U F— �- U m~_< ?� LL U �i:: N c� N CASTING AND SOLID COVER, MIN 3" MAK 6" CRETEK PRO -RING ADJUSTMENT RINGS OR GRADE APPROVED EQUIVALENT EXTERNAL CHIMNEY SEAL VALMATIC CHECK VALVE 6' 01 SPOOL- FLANGE K PLAIN END WITH UNIFIANGE VARIES LINK -SEAL (BOTH SIDES) 10" DOL- FLANGE X PLAIN END (BOTH SIDES) RAINED MJ (BOTH SIDES) PLAIN ENDS EXTERIOR TO VAULT SHALL BE SLEEVED AND RESTRAINED WITHIN 4' (BOTH SIDES) 1'0, 3" DEEP BASE NOTES: PRECAST FLOOR SLOPE TO SUMP 1. CHECK VALVE: I.I. E. WASHINGTON SI.- VALMATIC SOSAMI WITH STAINLESS STEEL HARDWARE 1.2. N. DODGE SF.- VALMATIC 512AMI WITH STAINLESS STEEL HARDWARE 2. CASTING MINIMUM CLEAR OPENING: 2.1. E. WASHINGTON ST. -28" 2.2. N. DODGE ST. -36" 3. ALL HARDWARE INSIDE VAULT INCLUDING PIPE SUPPORTS SHALL BE STAINLESS STEEL 4. CASTING COVER SHALL HAVE THE IOWA CITY STANDARD LOGO AND A MINIMUM OF ONE WATERTIGHT PICK HOLE S. CASTING COVER SHALL BE GASKETED 6. CASTING SHALL BE TRAFFIC RATED 4 CHECK VALVE VAULT TYPICAL SECTION NR ' - l TRACER WIREINSTALLATION W/OUF EKISTINGLOCATE WIRE NTS AL BOK AMD RY E AND IN 'ATEA MUN SPIKE SEPARATE NIRAl UBWE X TWE NO \ MRE TO TIE HYDRANT RUN mDRDNDRDo,r r UDP NOT LYE BONI"E EiI WATER YARN \ EXISTING LC n NIREX (&\ L- SOLID CONCRETE BLOCK DEADEND HYDRANT DETAIL Figure CIC -4C.1 J - ` DEAD-END ASSEMBLY WITH HYDRANT NTS CD EXTEND TRADER MRE UP FIRE NMRAVT BARREL TO ININ OTTWN TO GRAND TERYINAIS S "MFA WI5 IETNNAI BD% Alq ADD TIEON GO ® CLAPP TRACER NINE TO GROUND RCD AT SYSTON TERMINATION PUNM PUCE OR -110 ROOS li AWAY FAOU PIPE AND IN CONTACT WITH NADK SOL BOl HYDRANT BMRELO MINE NW`flAVT VKIf / /-NEW WATER MAIN �RE XYOV.VIT ITT \� \/ `KSSB£ PUCE `SPODE PPE NCM pNEO}TAEL$ACOTIOBBNEEAL.� TRADERONNNE ETO%E$ B�OIT0.101-A10.1p5. 3 TRACER WIRE INSTALLATION W/EXISTING LOCATE WIRE NTS RLPRGIg2La 955 WRIGM BROTHERS BLVD SAN, SURE DEA RWW 0 BIO 1 020 IOWA CITY WATER DIVISION :HEFT ® BOLTON CEDAR RAPIDS, IOWA SIAOK """" Riam WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS `3 PdarRa(319)962-3219 & M E N K Email )arRboko,H)Hon-menLc)m ®AW B.D1 wuw. 31G.me"t )m DETAILS LDING SP H*BLOCK TRACER WIRE TERMINAL BOX PLACE BETWEEN HYDRANT AND HYDRANT VALVE. IN CONCRETE: PLACE V FROM THRUST HYDRANT. IN GRASS: TAPE TO HYDRANT PLUGBARREL WITH 2X4 SCRAP OF WOOD INSTALLED BETWEEN BOX AND -+ BARREL TO ENSURE METALS DO THRUSTBLOCKj NOTTOUCH. SWIVELJANCHORSOLID CONCRETE BLOCK HYDRANT 4.5" FOR MAIN SMALLER THAN 12" S.25" FOR 12" AND LARGER MAIN TRACER WUND ROD (IN CONTACT H NATIVE SOIL) L- SOLID CONCRETE BLOCK DEADEND HYDRANT DETAIL Figure CIC -4C.1 J - ` DEAD-END ASSEMBLY WITH HYDRANT NTS CD EXTEND TRADER MRE UP FIRE NMRAVT BARREL TO ININ OTTWN TO GRAND TERYINAIS S "MFA WI5 IETNNAI BD% Alq ADD TIEON GO ® CLAPP TRACER NINE TO GROUND RCD AT SYSTON TERMINATION PUNM PUCE OR -110 ROOS li AWAY FAOU PIPE AND IN CONTACT WITH NADK SOL BOl HYDRANT BMRELO MINE NW`flAVT VKIf / /-NEW WATER MAIN �RE XYOV.VIT ITT \� \/ `KSSB£ PUCE `SPODE PPE NCM pNEO}TAEL$ACOTIOBBNEEAL.� TRADERONNNE ETO%E$ B�OIT0.101-A10.1p5. 3 TRACER WIRE INSTALLATION W/EXISTING LOCATE WIRE NTS RLPRGIg2La 955 WRIGM BROTHERS BLVD SAN, SURE DEA RWW 0 BIO 1 020 IOWA CITY WATER DIVISION :HEFT ® BOLTON CEDAR RAPIDS, IOWA SIAOK """" Riam WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS `3 PdarRa(319)962-3219 & M E N K Email )arRboko,H)Hon-menLc)m ®AW B.D1 wuw. 31G.me"t )m DETAILS RT L!'0 Q N =2 f „R CL 00 V 1— NOT-S: — -}„- li comstr,,,,,,YYYYYY��$��$AA[[[[IonsWLb, a¢ordance with Iowa SUDASspedfcationand standards as amended bythe Iowa City Supple. lspedBcatgand standards. All service line and water metering shall be in accordance with the Iowa City Code an ater C"ien'Policies. T the cont;�apr or desi arer is required to submit to the City an as -built drawing and material list prior to scheduling water main test�°°� 3. Waterm��ESesting shall be bacteriological, pressure and tracer wire testing in that order. Tracer wire systems must trace 4. Minimum pu lic water main diameter iz&inch 5. Minimum bury depth of water main is 5.5 feet unless otherwise noted on the planset. 6. All water mains in these Contract documents are drawn at nominal bury depth. Additional Excavation for water mains buried greater than 5.5 feet shall be incidental. 7. All fittings and valves for water main shall be restrained. Water main 12 inches in diameter and larger is required to have restrained fittings and thrust blocks. B. Polyethylene encasement is required for all metallic components which are in direct contact with soil. 9. Pipejoints shall be restrained as annotated on the planset. 30. LUST she - Nitrile gaskets are required as annotated on the plan set. Il. Trenching and backfll shall be in accordance with SUDAS Specifications Division 3: Trench Excavation and Backfill as amended by the Iowa City Supplemental. The final foot shall be compacted to at least 98% Standard Proctor Density when under or within five feet of paved surfaces. 12. Trenchless installation shall comply with SUDAS Specifications Division 3: Section 3020 Trenchless Installation. 13. All Concrete pavement removed or damaged during potholing operations must be replaced at the contractor's expense; pavement shall be replaced to the nearest joint. 14. All water distribution materials shall comply with the Iowa City Water Division List Of Accepted Products for Water Distribution Materials. ESTIMATE REFERENCE INFORMATION REM ESTIMATED PROJECT QUANTITIES W. ITEM NO. REM CODE REM UNIT AS BUILT QUANT QUANT. 1 2010-108-D-3 TOPSOIL, OFF-SITE CY 125 2 2010-108-G-0 SUBGRADE PREPARATION SY 615 3 2010-108-1-0 SUBBASE, 6 -INCH, MODIFIED SY 680 4 3014108-D-0 REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL CY 600 S 5014108-A-2 WATER MAIN, TRENCHLESS, PVC, B -INCH LF 305 6 5014108{-2 FITTING LB 1346 7 5014108-D-0 WATER SERVICE STUB, COPPER, 1' EA 1 8 5024108-A-0 VALVE, 6 -INCH EA 5 9 5020 -IMA -0 CHECK VALVE,&INCH EA I 10 S02410&A-0 CHECK VALVE, 12 -INCH EA 1 11 5024108-C-0 FIRE HYDRANT ASSEMBLY EA 7 12 5024108-1-0 FIRE HYDRANT ASSEMBLY REMOVAL EA 2 13 5024108-J-0 VALVE REMOVAL EA 5 14 6010-101 MANHOLE, PRECAST, 5 -FT EA 2 15 6014108-E-0 MANHOLE ADJUSTMENT, MINOR EA 2 16 7034108-E-0 SIDEWALK, PCC, 4 -INCH SY 163 17 7034108-E-0 I SIDEWALK, PCC,&INCH SY 46 18 7034108-G-0 DETECTABLE WARNING SF 96 19 7034108-H-1 DRIVEWAY, PAVED, PCC, 6 -INCH SY 45 20 7044108-A-0 FULL DEPTH PATCHES, 8 -INCH, PCC SY 400 21 7040408-A-0 FULL DEPTH PATCHES, 10 -INCH, PCC SY 155 22 8024108-B-0 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 5 23 8030-108-A-0 TEMPORARY TRAFFIC CONTROL LS 1 24 9020-101/ SOD SQ 40 25 11014108-A-1 CONSTRUCTION SURVEY LS 1 26 11024108-A-1 I MOBILIZATION LS 1 CHECK VALVE, SANCH FOR WATERING SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, CHECK VALVE SHALL BE VALMATIC SOSAMI WITH STAINLESS STEEL HARDWARE. PRICE RT L!'0 Q N =2 f „R CL 00 V 1— NOT-S: — -}„- li comstr,,,,,,YYYYYY��$��$AA[[[[IonsWLb, a¢ordance with Iowa SUDASspedfcationand standards as amended bythe Iowa City Supple. lspedBcatgand standards. All service line and water metering shall be in accordance with the Iowa City Code an ater C"ien'Policies. T the cont;�apr or desi arer is required to submit to the City an as -built drawing and material list prior to scheduling water main test�°°� 3. Waterm��ESesting shall be bacteriological, pressure and tracer wire testing in that order. Tracer wire systems must trace 4. Minimum pu lic water main diameter iz&inch 5. Minimum bury depth of water main is 5.5 feet unless otherwise noted on the planset. 6. All water mains in these Contract documents are drawn at nominal bury depth. Additional Excavation for water mains buried greater than 5.5 feet shall be incidental. 7. All fittings and valves for water main shall be restrained. Water main 12 inches in diameter and larger is required to have restrained fittings and thrust blocks. B. Polyethylene encasement is required for all metallic components which are in direct contact with soil. 9. Pipejoints shall be restrained as annotated on the planset. 30. LUST she - Nitrile gaskets are required as annotated on the plan set. Il. Trenching and backfll shall be in accordance with SUDAS Specifications Division 3: Trench Excavation and Backfill as amended by the Iowa City Supplemental. The final foot shall be compacted to at least 98% Standard Proctor Density when under or within five feet of paved surfaces. 12. Trenchless installation shall comply with SUDAS Specifications Division 3: Section 3020 Trenchless Installation. 13. All Concrete pavement removed or damaged during potholing operations must be replaced at the contractor's expense; pavement shall be replaced to the nearest joint. 14. All water distribution materials shall comply with the Iowa City Water Division List Of Accepted Products for Water Distribution Materials. ESTIMATE REFERENCE INFORMATION REM ITEM W. CODE DESCRIPTION 1 2010-108-D-3 TOPSOIL, OFF-SITE WITH IOWA CITY LOGO AND APPROPRIATE UTILTY DESIGNATION. SEE'M'SHEETS FOR THIS ITEM IS RESERVED FOR TOPSOIL BORROW, IF NEEDED. CONTRACTOR SHALL MAKE LOCATIONS ALL EFFORTS TO SALVAGE AND REUSE EXISTING TOPSOIL IN EXCAVATION AREAS, COST 7030-108-E-0 SIDEWALK, PCC, 4 -INCH INCIDENTAL TO WATER MAIN. PAYMENT FOR THIS ITEM SHALL BE IN CUBIC YARDS OF THIS ITEM IS FOR ALL SIDEWALK OUTSIDE OF RAMPS AND TURNING SPACES AND ENGINEER APPROVED TOPSOIL FURNISHED AND INSTALLED BY CONTRACTOR, UNLESS SIDEWALK LESS THAN SFT IN WIDTH. MINOR WATER VALVE ADJUSTMENT IS OTHERWISE APPROVED. 2 2014108-G-0 SUBGRADE PREPARATION SEEM' SHEETS FOR LOCATIONS. SIDEWALK REMOVAL SHALL BE INCIDENTAL TO THIS THIS ITEM INCLUDES EXCAVATING, MANIPULATING, REPLACING, COMPACTING, AND ITEM. SEER' SHEETS FOR REMOVAL LOCATIONS. TRIMMING OF SUBGRADE PREPARATION AREA DEFINED BY IOWA SUDAS AS 7034108-E-0 SIDEWALK, PCC, 6 -INCH AMENDED BY IOWA CITY SUPPLIMENTAL SPECIFICATIONS. TESTING SHALL BE THIS ITEM IS FOR ALL ADA RAMPS AND TURNING SPACES AND SIDEWALKS GREATER PERFORMED BY THE OWNER. TESTING SHALL BE PERFORMED PER IOWA SUDAS AS THAN 5 -FT IN WIDTH. IOWA DOT C3 MIX DESIGN SHALL BE USED FOR THIS ITEM. AMENDED BY IOWA CITY SUPPLIMENTAL SPECIFICATIONS. 3 2014108-1-0 SUBBASE, CINCH, MODIFIED LOCATIONS. SIDEWALK REMOVAL SHALL BE INCIDENTAL TO THIS ITEM. SEER' SHEETS MODIFIED SUBBASE SHALL BE INSTALLED EVERYWHERE PAVEMENT IS REMOVED AND FOR REMOVAL LOCATIONS. REPLACED. SEEM' SHEETS FOR LOCATIONS. TESTING SHALL BE PERFORMED BY THE 7034108-G-0 DETECTABLE WARNING OWNER. TESTING SHALL BE PERFORMED PER IOWA SUDAS AS AMENDED BY IOWA SEES' SHEETS FOR SIDEWALK RAMP DETAILS CITY SUPPLIMENTAL SPECIFICAITIONS. 4 3014108-D-0 REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL SEE'M'SHEETS FOR LOCATIONS. DRIVEWAY REMOVAL SHALL BE INCIDENTAL TO THIS THIS ITEM WILL BE PAID BY CUBIC YARD AND USED TO REMOVE AND REPLACE ITEM. SEEWSHEETS FOR REMOVAL LOCATIONS. MINOR WATER VALVE ADJUSTMENT UNSUITABLE MATERIAL IN THE EVENT THAT THERE IS INSUFFICIENT SUITABLE IS INCIDENTAL TO THIS ITEM. MATERIAL FROM THE EXCAVATION TO COMPLETELY FILL THE AREA THIS MATERIAL 7044101/ FULL DEPTH PATCHES, 8 -INCH, PCC MAY ALSO BE USED TO BACKFILL AROUND BURIED UTILITIES, SERVICES, MANHOLES, CURB AND GUTTER SHALL BE INCLUDED IN FULL DEPTH PATCHES. IOWA DOT C3 MIX ETC. PRIOR APPROVAL OF THE ENGINEER OR REPRESENTATIVE WILL BE REQUIRED. DESIGN SHALL BE USED FOR THIS ITEM. CONTROL JOINTS SHALL MATCH EXISTING QUANTITY IS ESTIMATED TO ESTABLISH A UNIT PRICE, ONLY QUANTITY APPROVED TYPE UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS. REMOVAL OF WILL BE PAID. 5 50101 WATER MAIN, TRENCHLESS, PVC, 8 -INCH LOCATION. SEEM SHEETS' FOR LOCATION. MINOR WATER VALVE ADJUSTMENT IS PIPE SHALL BE CERTALOK PVC. PIT EXCAVATION AND DISUSED WATER MAIN REMOVAL INCIDENTAL TO THIS ITEM. SHALL BE INCIDENTALTO THIS ITEM. SEE SHEET M.06. 6 5014108{-2 FITTING THIS ITEM SHALL BE USED FOR PATCHES ON NORTH DODGE STREET AND AT THE THIS ITEM SHALL BE MEASURED BY WEIGHT BASED ON THE STANDARD FITTING INTERSECTION OF KIMBALL RD AND N GOVERNOR ST. CURB AND GUTTER SHALL BE WEIGHTS PUBLISHED IN AW WA C153 FOR DUCTILE IRON COMPACT FITTINGS. ALL INCLUDED IN FULL DEPTH PATCHES. IOWA DOT M3 MIX SHALL BE USED FOR THIS FITTINGS SHALL COMPLY WITH THE THE OF IOWA CITY WATER DIVISION LIST OF ITEM. CONTROL JOINTS SHALL MATCH EXISTING TYPE UNLESS OTHERWISE SPECIFIED ACCEPTED PRODUCTS FOR WATER DISTRIBUTION MATERIALS. PRODUCTS AND IN CONTRACT DOCUMENTS. REMOVAL OF EXISTING PAVEMENT SHALL BE INCLUDED IN EXECUTION SHALL BE PER IOWA SUDAS AS AMENDED BY THE CITY OF IOWA CITY THIS ITEM. SEE W SHEETS FOR REMOVAL LOCATION. SEE SHEET M.08 FOR LOCATION. SUPPLIMENTAL SPECIFICATIONS. 7 5010.108-D-0 WATER SERVICE STUB, COPPER, 1" 8024108-B-0 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE PIPE MATERIAL FOR 2920 MUSCATINE AVE SHALL BE TYPE K COPPER PIPE. TRENCH THIS ITEM IS FOR PAVEMENT MARKINGS AT THE INTERSECTION OF KIMBALL RD AND N EXCAVATION SHALL BE INCIDENTAL TO THIS ITEM. 8 5020 -IMA -0 VALVE, 6 -INCH WATERBIASTING. VALVES SHALL COMPLY WITH THE THE OF IOWA CITY WATER DIVISION USE OF 8030-108-A-0 TEMPORARY TRAFFIC CONTROL ACCEPTED PRODUCTS FOR WATER DISTRIBUTION MATERIALS. PRODUCTS AND SEE T SHEETS FOR REQUIREMENTS EXECUTION SHALL BE PER IOWA SUDAS AS AMENDED BY THE CITY OF IOWA CITY 9024108-A-0 SOD SUPPLIMENTAL SPECIFICATIONS. 9 5024108-A-0 CHECK VALVE, SANCH FOR WATERING SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, CHECK VALVE SHALL BE VALMATIC SOSAMI WITH STAINLESS STEEL HARDWARE. PRICE FINISH GRADING, AND REWORK, INCLUDING REGRADING AND ADJUSTING GRADING, SHALL INCLUDE ALL PIPE, VALVE, AND APPURTENANCES SHOWN IN DETAIL 4 SHEET ARE CONSIDERED INCIDENTAL TO THIS ITEM. ALL MOBILIZATIONS REQUIRED TO SOD B.OS EXCEPT FOR PRECAST MANHOLE STRUCTURE, WHICH WILL PAID FOR BY PRECAST MULTIPLE PROJECT LOCATIONS ARE CONSIDERED INCIDENTAL TO THIS ITEM. MANHOLEBIDITEM. EXCAVATION SHALL BE INCIDENTAL TO THIS ITEM. REMOVALOF CONTRACTOR RESPONSIBLE FOR PROTECTING ALL SODDED AREAS THRU WATER MAIN SHALL BE INCIDENTAL TO THIS ITEM.SEE M.01 RLOCATION. 0 0 30 5024108-A-0 CHECK VALVE, 12 -INCH MAINTAINING SODDED AREAS UNTIL PROJECT IS ACCEPTED BY OWNER. SODDING OF CHECK VALVE SHALL BE VALMATIC 512AMI WITH STAINLESS STEEL HARDWARE. PRICE AREAS OUTSIDE OF CONSTRUCTION UMITS SHALL BE RESPONSIBILITY OF SHALL INCLUDE ALL PIPE, VALVE, AND APPURTENANCES SHOWN IN DETAIL 4 SHEET CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 8.01 EXCEPT FOR PRECAST MANHOLE STRUCTURE, WHICH WILL PAID FOR BY PRECAST 11014108-A-1 CONSTRUCTION SURVEY MANHOLE BID ITEM. REMOVAL OF WATER MAIN SHALL BE INCIDENTAL TO THIS ITEM. SEE'G' SHEETS FOR SURVEY CONTROL EXCAVATION SHALL BE INCIDENTAL TO THIS ITEM. SEE M.08 FOR LOCATION. 11 5020-1081 FIRE HYDRANT ASSEMBLY THIS IS A LUMP SUM ITEM, NO MEASUREMENT WILL BE MADE. THE UNITPRICE FOR SEE SHEET B.Ol FOR DETAILS, SEE'M'SHEETS FOR SIZE AND LOCATION. HYDRANT THIS ITEM INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: THE MOVEMENT OF ASSEMBLIES SHALL COMPLY WITH THE THE OF IOWA CITY WATER DIVISION LIST OF PERSONNEL, EQUIPMENT, AND SUPPLIES TO THE PROJECT SITES; THE ESTABLISHMENT ACCEPTED PRODUCTS FOR WATER DISTRIBUTION MATERIALS. PRODUCTS AND OF OFFICES, BUILDINGS, AND OTHER FACILITIES NECESSARY FOR THE PROJECTS; AND EXECUTION SHALL BE PER IOWA SUDAS AS MODIFIED BY THE CITY OF IOWA CITY BONDING, PERMIT, AND OTHER EXPENSES INCURRED PRIOR TO CONSTRUCTION. THIS SUPPLIMENTAL SPECIFICATIONS. THIS ITEM INCLUDES ALL BARREL EXTENTIONS, ITEM SHALL INCLUDE CLEARING OF MINOR VEGETATION; ALL CLEARING SHALL BE ANCHORING PIPE, FITTINGS, THRUST BLOCKS, POURUS BACKFILL, GATE VALVE, 6 - APPROVED BY ENGINEER PRIOR TO REMOVAL WATER MAIN AND APPURTANCES REQUIRED TO CONNECT THE HYDRANT TO THE WATER MAIN. EXCAVATION SHALL BE INCIDENTAL TO THIS REM. 12 5024308-1-0 FIRE HYDRANT ASSEMBLY REMOVAL THE CITY SHALL RETAIN SALVAGE RIGHTS TO ALL FIRE HYDRANTS. REMOVALOF DISUSED WATER MAIN CONNECTED TO HYDRANT SHALL BE INCIDENTAL TO THIS ITEM. EXCAVATION SHALL BE INCIDENTAL TO THIS ITEM. 13 5020-308-1-0 VALVE REMOVAL THIS ITEM INCLUDES EXCAVATION AND BACKFILL. REMOVALOF DISUSED WATER MAIN CONNECTED TO VALVE SHALL BE INCIDENTAL TO THIS ITEM. ALLNEW WATERMAIN INSTALLED TO RESTORE THE SYSTEM SHALL BE INCIDENTAL TO THIS ITEM. SEEITSHEETS FOR LOCATION. 14 6014108-A-0 MANHOLE, PRECAST, &FT THIS ITEM IS TO BE USED FOR CHECK VALVE VAULT STRUCTURE AS SHOWN ON SHEET B.Ol DETAIL 4. SEE'M'SHEETS FOR LOCATIONS 15 6014101 MANHOLE ADJUSTMENT, MINOR CONCRETE BOX -OUT REMOVE AND REPLACE SHALL BE INCIDENTAL TO MANHOLE ADJUSTMENTS. REM SHALL INCLUDE NEW MANHOLE RISER AND COVER CASTINGS WITH IOWA CITY LOGO AND APPROPRIATE UTILTY DESIGNATION. SEE'M'SHEETS FOR LOCATIONS 16 7030-108-E-0 SIDEWALK, PCC, 4 -INCH THIS ITEM IS FOR ALL SIDEWALK OUTSIDE OF RAMPS AND TURNING SPACES AND SIDEWALK LESS THAN SFT IN WIDTH. MINOR WATER VALVE ADJUSTMENT IS INCIDENTALTO THIS ITEM. IOWA DOT C3 MIX DESIGN SHALL BE USED FOR THIS ITEM. SEEM' SHEETS FOR LOCATIONS. SIDEWALK REMOVAL SHALL BE INCIDENTAL TO THIS ITEM. SEER' SHEETS FOR REMOVAL LOCATIONS. 17 7034108-E-0 SIDEWALK, PCC, 6 -INCH THIS ITEM IS FOR ALL ADA RAMPS AND TURNING SPACES AND SIDEWALKS GREATER THAN 5 -FT IN WIDTH. IOWA DOT C3 MIX DESIGN SHALL BE USED FOR THIS ITEM. MINOR WATER VALVE ADJUSTMENT IS INCIDENTAL TO THIS ITEM. SEE'M' SHEETS FOR LOCATIONS. SIDEWALK REMOVAL SHALL BE INCIDENTAL TO THIS ITEM. SEER' SHEETS FOR REMOVAL LOCATIONS. 18 7034108-G-0 DETECTABLE WARNING SEES' SHEETS FOR SIDEWALK RAMP DETAILS 19 7034108-H-1 DRIVEWAY, PAVED, PCC, &INCH SEE'M'SHEETS FOR LOCATIONS. DRIVEWAY REMOVAL SHALL BE INCIDENTAL TO THIS ITEM. SEEWSHEETS FOR REMOVAL LOCATIONS. MINOR WATER VALVE ADJUSTMENT IS INCIDENTAL TO THIS ITEM. 20 7044101/ FULL DEPTH PATCHES, 8 -INCH, PCC CURB AND GUTTER SHALL BE INCLUDED IN FULL DEPTH PATCHES. IOWA DOT C3 MIX DESIGN SHALL BE USED FOR THIS ITEM. CONTROL JOINTS SHALL MATCH EXISTING TYPE UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS. REMOVAL OF EXISTING PAVEMENT SHALL BE INCLUDED IN THIS ITEM. SEEW'SHEETS FOR REMOVAL LOCATION. SEEM SHEETS' FOR LOCATION. MINOR WATER VALVE ADJUSTMENT IS INCIDENTAL TO THIS ITEM. 21 7040-108-A-0 FULL DEPTH PATCHES, 10 -INCH, PCC THIS ITEM SHALL BE USED FOR PATCHES ON NORTH DODGE STREET AND AT THE INTERSECTION OF KIMBALL RD AND N GOVERNOR ST. CURB AND GUTTER SHALL BE INCLUDED IN FULL DEPTH PATCHES. IOWA DOT M3 MIX SHALL BE USED FOR THIS ITEM. CONTROL JOINTS SHALL MATCH EXISTING TYPE UNLESS OTHERWISE SPECIFIED IN CONTRACT DOCUMENTS. REMOVAL OF EXISTING PAVEMENT SHALL BE INCLUDED IN THIS ITEM. SEE W SHEETS FOR REMOVAL LOCATION. SEE SHEET M.08 FOR LOCATION. MINOR WATER VALVE ADJUSTMENT IS INCIDENTAL TO THIS ITEM. 22 8024108-B-0 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE THIS ITEM IS FOR PAVEMENT MARKINGS AT THE INTERSECTION OF KIMBALL RD AND N GOVERNOR ST. PAVEMENT MARKING REMOVAL AND PREPARATION SHALL BE VIA WATERBIASTING. 23 8030-108-A-0 TEMPORARY TRAFFIC CONTROL SEE T SHEETS FOR REQUIREMENTS 24 9024108-A-0 SOD SOD ALL AREAS DISTURBED BY CONSTRUCTION UNLESS INDICATED ON PLANS. COST FOR WATERING SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, FINISH GRADING, AND REWORK, INCLUDING REGRADING AND ADJUSTING GRADING, ARE CONSIDERED INCIDENTAL TO THIS ITEM. ALL MOBILIZATIONS REQUIRED TO SOD MULTIPLE PROJECT LOCATIONS ARE CONSIDERED INCIDENTAL TO THIS ITEM. CONTRACTOR RESPONSIBLE FOR PROTECTING ALL SODDED AREAS THRU ESTABLISHMENT AND ACCEPTANCE. CONTRACTOR RESPONSIBLE FOR MOWING AND MAINTAINING SODDED AREAS UNTIL PROJECT IS ACCEPTED BY OWNER. SODDING OF AREAS OUTSIDE OF CONSTRUCTION UMITS SHALL BE RESPONSIBILITY OF CONTRACTOR AT NO ADDITIONAL COST TO OWNER. 25 11014108-A-1 CONSTRUCTION SURVEY SEE'G' SHEETS FOR SURVEY CONTROL 26 11020-108-A-1 MOBILIZATION THIS IS A LUMP SUM ITEM, NO MEASUREMENT WILL BE MADE. THE UNITPRICE FOR THIS ITEM INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: THE MOVEMENT OF PERSONNEL, EQUIPMENT, AND SUPPLIES TO THE PROJECT SITES; THE ESTABLISHMENT OF OFFICES, BUILDINGS, AND OTHER FACILITIES NECESSARY FOR THE PROJECTS; AND BONDING, PERMIT, AND OTHER EXPENSES INCURRED PRIOR TO CONSTRUCTION. THIS ITEM SHALL INCLUDE CLEARING OF MINOR VEGETATION; ALL CLEARING SHALL BE APPROVED BY ENGINEER PRIOR TO REMOVAL B66 WRIGHT BROTHERS BLVD SW, SURE 2A ~NRAW 0 BID 013 20 IOWA CITY WATER DIVISION SHI s BOLTON CEDAR RAPIDS, IOWA WATER DISTRIBUTION PRESSURE ZONE IM PROVEMENTSPhe(3191362-3219 RAW C.Ol Ea1:MoMENK botan-menk. QUANTITIES & NOTES Water Main Accesses Location Alignment Station TYPe 51xe Washington 18+98.45 Precert Manhole 6N Dodge 5+00 Precest Manhole 6-N 8" Gate Valve Tudor 13a24.38 6" Gate Valve Tudor 13+25.88 Utility Hydrant A3slmblY Tudor 13.27.39 6" Gate Valve Princeton IW39+83 6" Dead End Asumbty w/ Hydrant Mayfield 56x61.66 6" Dead End Assembly w/ Hydrant Friendship 3dN6.69 6" Dead End Assembly w/ Hydrant Kimball N]6.30 6" Gate Valve Kimball 2*]6Q 6" Gate Valve Kimball 2+80.89 6" Hydrant Assembly Kimball 3+01.66 6" Dead End Assembly w/ Hydnnl Dodge Sa00 12" Check Valve Ridge 1+26.39 6' Dead End Assembly w/ Hydrant 6 75 Rbge 1+5860 Reducer Bab 95 Muscatine 26+03-5'R 0.33 Twl 1205 038 MuuaOne 26+14-3'R 0.6 Muscatine 36«18-]'L 0.1 Muscatine 2]x11 -9'R 3.9 Muscatine 2]x11-S'L 1./ Muscatine 29x07 -3'L 0.32 Muscatine 29+11-5'R 0.39 Muscatine 29+17-5't 0.68 Kimball 2+28-3'A 0.8 Kimball 2+25-1d'P 0.93 Kimball 2+40-18'q 1.1 Kimball 2+80-IB'R 1.9 Kimball 2+90-3'R 0.35 Kimball 3+9049'0. 0.52 Kimball 3+03-6'q 0.47 Ridge 3+28-1'0. 0.87 0.1tlge 1+69-3'l 0.41 Ridge 1+69.9' R 0.]3 46+31 Total 35.64 37 ]5 8 91 Total d 1 3 Yes Mayfield dF58 /6+81 South 23 12.5 8 33 1 1 1 Yes Muscatine 26«03 26+33 North 19.64 18.6 8 15 3 3 1 Yes Muscatine 39+10 29+25 North 14.6 32.15 8 15 2 3 1 Yes Kimball 2a59 2+72 East 13.11 12.57 10 d0 2 1 1 1 Yes Kimball 2aR 3+09 West 31.2 12.5 10 36 3 1 Z 1 Yes Kimball 3+33 2N5 East 21 2 10 6 2 1 Yes Dodge 1+88 5+13 South 25 2].62 30 75 1 2 2 1 Yes Ridge 1+27 1+61 NOM 30 21 8 53 1 1 2 Yes TotalV 398 Total 10" 157 y t S =� lily �~ � i V � v� 0 0 N O aS N �9 tp BSS WgIGHTBROTHER5 BLV03W, 31117E 2A RWW 0 BIO 0 13 m IOWA CITY WATER DIVISION SHEET F J(DBOLTON CEDAR MPIDS, IOWA 31404 A 0 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS Phone: 1319) 362-3219 & M E N K Email coda Rapids®bllmn-menkcom `°Z m gW EPEI www.mnammenkrem nww TABULATIONS ® Water Main Accesses Location Alignment Station TYPe 51xe Washington 18+98.45 Precert Manhole 6N Dodge 5+00 Precest Manhole 6-N Water Main Valves, Hydrants, and ADWrtenar2es Location SUt10O Site Type Washington 18+98A5 8" Check Valve Washington 19+08.73 8" Gate Valve Tudor 13a24.38 6" Gate Valve Tudor 13+25.88 6" Hydrant A3slmblY Tudor 13.27.39 6" Gate Valve Princeton IW39+83 6" Dead End Asumbty w/ Hydrant Mayfield 56x61.66 6" Dead End Assembly w/ Hydrant Friendship 3dN6.69 6" Dead End Assembly w/ Hydrant Kimball N]6.30 6" Gate Valve Kimball 2*]6Q 6" Gate Valve Kimball 2+80.89 6" Hydrant Assembly Kimball 3+01.66 6" Dead End Assembly w/ Hydnnl Dodge Sa00 12" Check Valve Ridge 1+26.39 6' Dead End Assembly w/ Hydrant Water Main Water Main Fittings Staton to Station lengM SNe Location Station Type Site Weight Prtnce[on 16+20 Sleeve 16 170 Mayfield 46+51.03 SkeYe 16 170 friendship 2N30 Sleeve 16 170 Muscatine 26x09.51 45' Bend 6 75 Muscatine 26+10.88 45- Bend 6 75 Muscatine 39+11.10 45 -Bend 6 IS Muscatine 39+12.55 45 -Bend 6 75 Kimball 2+75.82 45' Send 6 75 Kimball 2+71.18 45- Send 6 75 Ridge 1+55.03 4S- Bend 6 75 Rklge 1+56.11 45' Bent 6 75 Rbge 1+5860 Reducer Bab 95 Muscatine 26+03-5'R 0.33 Twl 1205 Water Main Illation Staton to Station lengM SNe Type uatine 26+10 39+32 301 8-NHh Certalok PV[ Driveway - 61nch PC[ Pavement SOD Driveway Locetlon Staton/OHssH Area SO Washington 19+03-5.1'L 2.1 Tudor 13+13-4.1'L 0.66 Tudor 33+28-1'0. 0.46 Tudor 13+16-36'R 0.3 Tudor 13+29-38'R 0.21 Tudor 13+26-31'R 039 Princeton 16+15-)'L 1.5 Princeton 16+30-38'R 0.36 Princeton 16+36-43'R 0.2 Princeton 16+38-36R 0.26 Princeton I6N1.2'L 1.44 Princeton 1]+14-1'l 0.99 Princeton 1]+14-9'L 0.33 Mayfield 46N1-11'fl 1.8 Mayfield 46+43-36'L 0.81 Mayfield 44«52-33'1 OA Mayfield 46N3-d'R 2.8 Friendship 24+13-3'fl 3.2 Friendship 2N22-I'L o.n Friendship 24+48-8'0. 19 Friendship 24+51-24'R 1.2 Muscatine 26+03-5'R 0.33 Muscatine 26x5 -1.5'L 038 MuuaOne 26+14-3'R 0.6 Muscatine 36«18-]'L 0.1 Muscatine 2]x11 -9'R 3.9 Muscatine 2]x11-S'L 1./ Muscatine 29x07 -3'L 0.32 Muscatine 29+11-5'R 0.39 Muscatine 29+17-5't 0.68 Kimball 2+28-3'A 0.8 Kimball 2+25-1d'P 0.93 Kimball 2+40-18'q 1.1 Kimball 2+80-IB'R 1.9 Kimball 2+90-3'R 0.35 Kimball 3+9049'0. 0.52 Kimball 3+03-6'q 0.47 Ridge 3+28-1'0. 0.87 0.1tlge 1+69-3'l 0.41 Ridge 1+69.9' R 0.]3 46+31 Total 35.64 Driveway - 61nch PC[ Pavement LengM of Driveway Dropped Surface FULL -DEPTH PATCHES Area FT SY Princeton 16+98 2d.d 30 Princeton 1]x30 26.7 23 Tudor Possible Standards: PR -101, PM -103, PR -103, PR -104, PR -105, and PR -140 SanBary Manhde Replxe ostlne. risers, and chimney 12 4 3.33 ImNOn HE 14.] DlmeMbn / 6.33 Tudor Ioi°ting 4 Subbase Alignment ShNw IO Station Sip! length FT Width Thickness FT IN Area Sy CD No. RD No. BT -3 No. L No. Patch Yes or No Washington 18+18 19+20 North 102 1].95 8 65 2 2 1 SE Yes Tudor 13+21 13+36 North 15.00 13.5 8 35 4 2 1 HE Yes Tudor 1;+1] 13+23 South 5 2 8 2 3 1 Mayfield SE Yes Princeton 16+15 16+51 North 35.95 13.42 8 64 2 1 3 HE Yes Princeton 16+99 iN19 North 19.86 1331 8 28 4 2 1 HE Yes Princeton 16«38 16.38 South 20 2 8 3 1 1 Muscatine N Yes Princeton 16+80 1]+00 NORM1 9.5 2 8 5 2 1 v, NE Yes Mayfield 46+31 46+58 North 37 ]5 8 91 Total d 1 3 Yes Mayfield dF58 /6+81 South 23 12.5 8 33 1 1 1 Yes Muscatine 26«03 26+33 North 19.64 18.6 8 15 3 3 1 Yes Muscatine 39+10 29+25 North 14.6 32.15 8 15 2 3 1 Yes Kimball 2a59 2+72 East 13.11 12.57 10 d0 2 1 1 1 Yes Kimball 2aR 3+09 West 31.2 12.5 10 36 3 1 Z 1 Yes Kimball 3+33 2N5 East 21 2 10 6 2 1 Yes Dodge 1+88 5+13 South 25 2].62 30 75 1 2 2 1 Yes Ridge 1+27 1+61 NOM 30 21 8 53 1 1 2 Yes Driveway - 61nch PC[ Pavement LengM of Driveway Dropped Surface L00tlOn Station Curb Area FT SY Princeton 16+98 2d.d 30 Princeton 1]x30 26.7 23 Manhole Adjustment, minor Alignment Sb[bn Type of Fixture Adjustment Princeton 1N33.70 Sanitary Manhole Replace osting, risers, and chimney Quandrant /Side Length Ft Parkway Width Ft seal Tudor 13+18U6 SanBary Manhde Replxe ostlne. risers, and chimney 12 4 3.33 seal SIDEWALKS See 9 Sheets for Ramps and Grades Alignment Quandrant /Side Length Ft Parkway Width Ft Walk Width FI 4"PCC Sidewalk Sy Tudor HE 7.88 12 4 3.33 Tudor HE 14.] 3.25 / 6.33 Tudor SE 4 12 4 1.]8 Tudor SE 8 3.6 4 3.6 Pdnceton HE 4 12.6 d 1.8 Princeton HE 4 8.5 d 1.8 Princeton SE fi 32.6 4 3.6] Princeton SE 6 9 4 2.6] Mayfield HE 10.8 6 0 2.5 Mayfield HE 9.5 4 4 1.6] Mayfield SE 11 e 4 3.5 Mayfield $E 9.3 5.3 4 2.33 Friendship HE 23.4 I;.S 4 10.4 Friendship HE 12 9.9 4 5.3 Dover HE 9.7 9.8 4 4.14 Domer HE 8.4 5.8 4 2.9 Muscatine N 20 9.6 4 8.9 Sou[hlawn L1.1 NE 8 9.1 4 3.6 v, NE 8 9.5 d 3.1 Total 72.82000 LB . WASHINGTON ST �. u - u a 2 O a 16g0Is *6 w Q �® PRINCETON RD z lP Q MUSCATINE AVE WASHINGTON ST O Q� �. LLJr Lu END STATDN Ute_ NUMBER STARTSTATUN ENOSTATION LENGTH DELTA RADIUS CHORD STARTN I STARTE I ENDN I END I UNE/CHORDDIRECTON Ib lsN 19.96.91 196.91 7936059.88 1 20545058.11 )93)068.18 1 x0515518.01 1 0537071.05 1 20545734.90 1 N$9' IV 31-E LB . WASHINGTON ST �. u - u a 2 O a 16g0Is *6 w Q �® PRINCETON RD z 1:00 14.00 TUDOR DR LL a r- Z Z L4_ lP Q MUSCATINE AVE PRINCETON RD O Q� �. LLJr Lu END STATDN Ute_ NUMBER STARTSTATION END STATON LENGTH DELTA RADIUS CHORD I STARTN I START I END I END I UNE/CHORD ERECTION LS 16.00 1).22.)9 122.05 7936059.88 1 20545058.11 0530549.76 1 20544968.1/ 1 793)944.82 1 20545090.92 1 58T4l'2CE 1:00 14.00 TUDOR DR LL a r- Z Z L4_ lP Q MUSCATINE AVE N - � °- O Q� �. LLJr Lu END STATDN Ute_ NUMBER START STATION ENDSTATgN LENGRI DELTA O STARTN N D ENDN ENDE N L4 1:00 14.00 TUDOR DR LL a r- Z Z L4_ L11 zewo �i00 MUSCATINE AVE MAYFIELD MUSCATINE AVE TUDOR DR END STATDN LENGTH NUMBER START STATION ENDSTATgN LENGRI DELTA RADIUS CHORp STARTN I STA0.TE ENDN ENDE RD DIRECTON UiN"' L4 13.00 15.3086 236.86 7936059.88 1 20545058.11 0538)22.47 205059)6.28 0538>24.31 x0545113.1333' 17"6 L11 zewo �i00 MUSCATINE AVE R L9 © BOLTON BSS WRIGIR BROTHFRS BLW SW, SURE 2A RWW o e10' 102/13 I'-- 27, pxo IOWA CITY WATER DIVISION SHEET I 0 20 40 CEDAR RARIDS, IOWA 52400 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K R69ne:131913623x19 G.03 swE FEET i EmmI: Cle4.R4oIton-meLRO-mROR.cOm 'm ATH ALIGNMENT DATA wNw Eolton-menE<om Nuiw MAYFIELD MUSCATINE AVE END STATDN LENGTH DELTA RADIUS I CHORD I STARTN I STARTS I ENDN ENDE UNE/CHORDERECTON 46H 99.08 0533136.15 2054)159.40 1 1 053605735 1 20544959.20 7936059.88 1 20545058.11 I N88. 46'14-E R L9 © BOLTON BSS WRIGIR BROTHFRS BLW SW, SURE 2A RWW o e10' 102/13 I'-- 27, pxo IOWA CITY WATER DIVISION SHEET I 0 20 40 CEDAR RARIDS, IOWA 52400 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K R69ne:131913623x19 G.03 swE FEET i EmmI: Cle4.R4oIton-meLRO-mROR.cOm 'm ATH ALIGNMENT DATA wNw Eolton-menE<om Nuiw MUSCATINE AVE NUMBER STWSTATHON END STAMN LENGTH DELTA RADIUS CHORD STARTN STARTF I END ENDE UNE/CHORD DMECTON l9 25.95 33.09.32 714.31 0533136.15 2054)159.40 0533U).69 2054)833.62 N89'04'S1'E LED 33.0532 45.4590 1236.63 793314769 2M4)8)3.62 7933180.98 1 N 9109.80 N88'2T 2TE R L9 © BOLTON BSS WRIGIR BROTHFRS BLW SW, SURE 2A RWW o e10' 102/13 I'-- 27, pxo IOWA CITY WATER DIVISION SHEET I 0 20 40 CEDAR RARIDS, IOWA 52400 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K R69ne:131913623x19 G.03 swE FEET i EmmI: Cle4.R4oIton-meLRO-mROR.cOm 'm ATH ALIGNMENT DATA wNw Eolton-menE<om Nuiw �O /ny �J q r W 1q Q Z �� N DODGE ST _ _ 5.00 L3 0 h iu) ST CD Nz pq CONTROL POINTS C7 oD LI _ > RIDGE RD KIMBALL RD 2 �- L2 3+00 _ I� • S Om 2� II �� 00 3� Z aD © BOLTON 855 WRIGDABROTHER BLVD SW, SU E2A rtvnv a RID D u z9zD IOWA CITY WATER DIVISION 6" 4. 0 20 40 CEDAR RAPIDS, IO WA 53404 ww WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K Phone (3191362-3219 G,OZ a SCALE FEET Email: Cetlarliapitls®bohon-menk.cwn o4® www.bohon-menk.com .4.a4 ALIGNMENT DATA Os FRIENDSHIP ST NUMBER STARTSTATION END STATION LENGTH DELTA RADIUS CHORD STARTN STARTE ENDN ENDE LINE/CHORD DIRECTION 18 24+00 25+00 100.00 )934b91.11 20345019.01 )934649.40 20545109.)6 565'09'18"E RIDGE RD NUMBER STARTSTATION ENDSTATION IENGTN DELTA RADIUS CHORD STARTN STARTE END END LINE /CHORD DIRECTION LL 3+00 1+72.33 72.33 ]9H28.03 20536795.18 ]94423).30 30536858.63 361'18'21"E KIMBALL RD NUMBER START STATION END STATION LENGTH DELTA RADIUS CHORD STARTN START END END LINE /CHORD DIRECTION l2 2+00 3+50 150.00 )9423)5.23 20538921.38 na2501.63 20539000.8 N31 -51 -WE Point Al Northing Easdng Elevation Oeutlplbn 14 ]93H18).283 30515639.34 )24.088 Found S/B"Rebar al BE comerof 2356 Washington 31 5000 ]94425).0)3 30536855.93 )49.85 Set 1/2'ReGNn NE Comer of 0.ldge Rd and Mrginu St lnterseRion 5001 ]944416.3% 10536931.39 )43.W9 Sell P.K. Nail In NE Corner of Virginia St and Ridgewood In Intersection 5002 )944095.662 20536%).9 ]5].355 Set P.K. Nail H 3fifi5 Ridge Rd 5003 )943395.804 30538953.59 )81.936 kti/2"Rebar in SW comer of Kimball Rd and NGovemor5l intersection 5001 )962136.885 30539315.84 ]80.613 Set P.K. Nail in NE caner ofNGovernor St and Dodge Sl Intersection 5005 )941344)61 30538832.01 ]]5.83) Set PA. Nail lnlront of 303 Kimball Rd 5006 )942384.442 20539)12.66 )89.982 Set 1/3"Rebarin SW corner of Dodge Sl and Summit St Intersection SOW )942830.12] 30539)51.39 ]99.815 Set P.K. Nail in SE corner of Prairie Du Chien and Kimball Ave In[eruRion SOD9 A38)13.48 20544952.39 86.II k[1/Z'Rebar west of 1st Ave and Tutor OrlMerseRim 5011 ]93%98.313 205d5359.3 )83.019 Set P.K. Nail in SE corner ofTudor Dr and Crestwootl Or intersection 5012 A3)938.841 2054495].16 )50.339 Set 1/2' R<bar wart of 1sT Ave and Princeton Rd intersections 5013 )93]&x6.86] 30545131.84 )38.]81 Set P.K. Nail in NW corner of Princeton Rd and Princeton tt inlersectbn 5014 )93)023.83] 205453633 ]29.463 Set 1/2' Reber In SW comer ofWazMnglon St and Potwna<pinlersMlan 5015 ]936828.382 30545556.55 82.502 Set P.K. Hail in Potomac Drat 116 Potomac Dr 5016 )93)093.82) 30545931.3] ]33.9 Set P.K. Nail In NW corner of Washington Sl and Washington Park Rd 5030 )931610.3)1 30594980.66 693.53 kti/2"Rebar in SW cemerof ]rt Ave and Friendship St intersection 5033 ]934fi)).20fi 30514623.6 695.623 Set P.K. Nail in NE corneroff0endhip St and and Ave intersection 51123 )934)96.%8 30545020.16 6%.818 Set PA. Nall at 5221st Ave 5034 )933091)9 1056]336.93 ]50.56) k[]/2"Rebar in SE or of Musatlne Ave and Dover St intenectlon 5033 ]933095699 3056]48.85 )53.5 k[1/2"Rebar in SE comer of Muscatine Ave and kuMlawnpinterzectun SOEb ]933131A)6 2054904941 )40.305 k[1/2"Rebar in SW mmeraf Muscatine Ave and Juniper Dr in[erse4Don SOi) ]933120.68 20548798.1 )3].895 Set 1/2"Rebar in SE cemerd Muscatine Ave antl MaDlewootl Ln 5028 )933361.383 3054]30))9 >%.]fi5 Set P.K. Nail in pavement at 9195ou[Mawn Or 5039 A33410.151 30549106.44 JM.4fi SetP.K. Nail in pavement at 912luniper Or 8000 A142biJ15 20536813.44 ]]>.1W Found 1/2" Pipe in NW comer of Ridge Rd and VlRlnla Or 8002 >942401.M3 3053894383 )82.W5 Found P.K. Nail In SW corner of Kimbell 0.d and Governor St Intersection 8100 )938813.501 205449355 )80.416 Fouts 1/2' Pipe at 211 lot Ave 8101 ]939144369 3054499933 )84.811 Found 314' Reber in SE corner at lst Ave and Rochester Rd ln[e2ution 8103 )938)33.9)2 30545251.98 781.915 frond 112- Reber at 2308 Tutor Or 30101 )9390]].981 30544939.13 783.055 Fountl 3/2' Pipe in SW corner of 1st Ave and Rochester Rd interaction DODGE ST NUMBER START STgT10N END STATION LENGTH DELTA RADIUS CHORD STARTN STARTE ENDN ENDE LIRE/QIO0.D DIRECTION L3 6+00 6b0 200.00 A433B6.25 20339681.16 )943496.99 205398QJ1 N%'32'63'E �O /ny �J q r W 1q Q Z �� N DODGE ST _ _ 5.00 L3 0 h iu) ST CD Nz pq CONTROL POINTS C7 oD LI _ > RIDGE RD KIMBALL RD 2 �- L2 3+00 _ I� • S Om 2� II �� 00 3� Z aD © BOLTON 855 WRIGDABROTHER BLVD SW, SU E2A rtvnv a RID D u z9zD IOWA CITY WATER DIVISION 6" 4. 0 20 40 CEDAR RAPIDS, IO WA 53404 ww WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K Phone (3191362-3219 G,OZ a SCALE FEET Email: Cetlarliapitls®bohon-menk.cwn o4® www.bohon-menk.com .4.a4 ALIGNMENT DATA Os FRIENDSHIP ST NUMBER STARTSTATION END STATION LENGTH DELTA RADIUS CHORD STARTN STARTE ENDN ENDE LINE/CHORD DIRECTION 18 24+00 25+00 100.00 )934b91.11 20345019.01 )934649.40 20545109.)6 565'09'18"E RIDGE RD NUMBER STARTSTATION ENDSTATION IENGTN DELTA RADIUS CHORD STARTN STARTE END END LINE /CHORD DIRECTION LL 3+00 1+72.33 72.33 ]9H28.03 20536795.18 ]94423).30 30536858.63 361'18'21"E KIMBALL RD NUMBER START STATION END STATION LENGTH DELTA RADIUS CHORD STARTN START END END LINE /CHORD DIRECTION l2 2+00 3+50 150.00 )9423)5.23 20538921.38 na2501.63 20539000.8 N31 -51 -WE Point Al Northing Easdng Elevation Oeutlplbn 14 ]93H18).283 30515639.34 )24.088 Found S/B"Rebar al BE comerof 2356 Washington 31 5000 ]94425).0)3 30536855.93 )49.85 Set 1/2'ReGNn NE Comer of 0.ldge Rd and Mrginu St lnterseRion 5001 ]944416.3% 10536931.39 )43.W9 Sell P.K. Nail In NE Corner of Virginia St and Ridgewood In Intersection 5002 )944095.662 20536%).9 ]5].355 Set P.K. Nail H 3fifi5 Ridge Rd 5003 )943395.804 30538953.59 )81.936 kti/2"Rebar in SW comer of Kimball Rd and NGovemor5l intersection 5001 )962136.885 30539315.84 ]80.613 Set P.K. Nail in NE caner ofNGovernor St and Dodge Sl Intersection 5005 )941344)61 30538832.01 ]]5.83) Set PA. Nail lnlront of 303 Kimball Rd 5006 )942384.442 20539)12.66 )89.982 Set 1/3"Rebarin SW corner of Dodge Sl and Summit St Intersection SOW )942830.12] 30539)51.39 ]99.815 Set P.K. Nail in SE corner of Prairie Du Chien and Kimball Ave In[eruRion SOD9 A38)13.48 20544952.39 86.II k[1/Z'Rebar west of 1st Ave and Tutor OrlMerseRim 5011 ]93%98.313 205d5359.3 )83.019 Set P.K. Nail in SE corner ofTudor Dr and Crestwootl Or intersection 5012 A3)938.841 2054495].16 )50.339 Set 1/2' R<bar wart of 1sT Ave and Princeton Rd intersections 5013 )93]&x6.86] 30545131.84 )38.]81 Set P.K. Nail in NW corner of Princeton Rd and Princeton tt inlersectbn 5014 )93)023.83] 205453633 ]29.463 Set 1/2' Reber In SW comer ofWazMnglon St and Potwna<pinlersMlan 5015 ]936828.382 30545556.55 82.502 Set P.K. Hail in Potomac Drat 116 Potomac Dr 5016 )93)093.82) 30545931.3] ]33.9 Set P.K. Nail In NW corner of Washington Sl and Washington Park Rd 5030 )931610.3)1 30594980.66 693.53 kti/2"Rebar in SW cemerof ]rt Ave and Friendship St intersection 5033 ]934fi)).20fi 30514623.6 695.623 Set P.K. Nail in NE corneroff0endhip St and and Ave intersection 51123 )934)96.%8 30545020.16 6%.818 Set PA. Nall at 5221st Ave 5034 )933091)9 1056]336.93 ]50.56) k[]/2"Rebar in SE or of Musatlne Ave and Dover St intenectlon 5033 ]933095699 3056]48.85 )53.5 k[1/2"Rebar in SE comer of Muscatine Ave and kuMlawnpinterzectun SOEb ]933131A)6 2054904941 )40.305 k[1/2"Rebar in SW mmeraf Muscatine Ave and Juniper Dr in[erse4Don SOi) ]933120.68 20548798.1 )3].895 Set 1/2"Rebar in SE cemerd Muscatine Ave antl MaDlewootl Ln 5028 )933361.383 3054]30))9 >%.]fi5 Set P.K. Nail in pavement at 9195ou[Mawn Or 5039 A33410.151 30549106.44 JM.4fi SetP.K. Nail in pavement at 912luniper Or 8000 A142biJ15 20536813.44 ]]>.1W Found 1/2" Pipe in NW comer of Ridge Rd and VlRlnla Or 8002 >942401.M3 3053894383 )82.W5 Found P.K. Nail In SW corner of Kimbell 0.d and Governor St Intersection 8100 )938813.501 205449355 )80.416 Fouts 1/2' Pipe at 211 lot Ave 8101 ]939144369 3054499933 )84.811 Found 314' Reber in SE corner at lst Ave and Rochester Rd ln[e2ution 8103 )938)33.9)2 30545251.98 781.915 frond 112- Reber at 2308 Tutor Or 30101 )9390]].981 30544939.13 783.055 Fountl 3/2' Pipe in SW corner of 1st Ave and Rochester Rd interaction TRAFFIC CONTROL NOTES: 1. ALL ROAD CLOSURES SHALL BE ADVERTISED WITH DYNAMIC MESSAGE BOARD FOR A MINIMUM OF 7 DAYS PRIOR TO ROADWAY CLOSURE 2. ALL TRAFFIC CONTROL MEASURES SHALL COMPLY WITH SUDAS SECTION 8030 AND IOWA DOT TEMPORARY TRAFFIC CONTROL STANDARD SPECIFICATIONS 3. CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS WHENEVER FEASIBLE 4. CONTRACTOR SHALL PROVIDE MINIMUM OF 48 HOURS OF NOTICE PRIOR TO ANY PRIVATE DRIVEWAY CLOSURES PROJECT PHASING NOTES: 1. CONTRACTOR SHALL SUBMIT PROJECT PHASING PLAN WITH ANTICIPATED CLOSURE DURATIONS PRIOR TO COMMENCING WORK. 2, THE FOLLOWING PROJECTS SHALL NOT BE PERFORMED CONCURRENTLY: 2.1. WASHINGTON ST CHECK VALVE STATION&MAYFIELD RD DEAD END 2.2. KIMBALL AVE DEAD-END& N. DODGE ST. CHECK VALVE STATION 3. MUSCATINE AVENUE WATER MAIN CONSTRUCTION SHALL NOT COMMENCE PRIOR TO MAY 22,2020 AND MUST BE COMPLETED PRIOR TO AUGUST 6, 2020 CTY LF'2 CF ._ '-, n' Y j j U F_ m 7-v ....�. w L W (� +1., O o N O N t 9 a� z� 2� BOLTON 855 WR1GHT BROTHERS BLVD SW, SUITE 2A CE OAR RAPIDS, IOWA 524 �RWW o Bio az/19/:ozo IOWA CITY WATER DIVISION R v WATER DISTRIBUTION PRESSURE ZONE I MPROVEM ENTS ;3 (D& M E N K PM1wre 131913fi2-32 9 Email:C aMapi&@bdop-meek.mm J.Ol ,mn RIH www.borcon-menk.mm ..a n TRAFFIC CONTROL NOTES o; I FILED 2020 FEB 18 PH 12: 59 -- - --GM-CLEC-- - --� IOWA CITY, IOWA I I I 1 I I I I I I � 1 I I R9-9 (30 X 18) I SIDEWALK R9-9 (30 X 18) CLOSED GzazA I SIDEWALK I R9-3 B (48 X 24) LAB CLOSED (12 X 24) ROAD WORR 20 BUFFER so — I— — ---- f7 --- — — 11• — I II I I I E WASHINGTON ST W20 -0--------J -- (48X48) §HANNELIZING DEVICE(TYP) / ONE U1NE MUTCD TYPE III BARRICADE (TYP) J ROAD AHEAD I I I I I , YI I I I I I I 1 I R9-9 (30xis) I SIDEWALK 48) 8X48) CLOSED ROAD R9 -3B AE LANE WORK (12 X 24) ROAD AHEAD , c m wRu50, I I I I I I I 1 I I I 1 1 I f RS -2 (36%36X36) LEGEND: 19- V( W3-2 (30%18) THROUGH TRAFFIC ROUTE 1 (zaxRS-za la) HELD �SICDEWALJK LOSEHEAD TYPE 3 BARRICADE WITH ROAD 1 �H1S® so• I I , YI I I I I I I 1 I R9-9 (30xis) I SIDEWALK 48) 8X48) CLOSED ROAD R9 -3B AE LANE WORK (12 X 24) ROAD AHEAD , c m wRu50, I I I I I I I 1 I I I 1 1 I f 0 30 60 855 WRIGW:R0THER5 BLVD SW, SUITE2A _ RWW 0 AID @/332020 IOWA CITY WATER DIVISION SHEET BOLTON CEDAR MPID9, IOWA 52404 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® PHone:131913n-E3211 .�a J.02 SALE FEET Emal& MENK 0nmnkm I—AUH - WASHINGTON ST TRAFFIC CONTROL PLAN LEGEND: — — DETOUR ROUTE _ _ �•� THROUGH TRAFFIC ROUTE 1 TYPE ASIGN TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN R ROAD CLOSURE WITH ROAD CLOSED SIGN 0 30 60 855 WRIGW:R0THER5 BLVD SW, SUITE2A _ RWW 0 AID @/332020 IOWA CITY WATER DIVISION SHEET BOLTON CEDAR MPID9, IOWA 52404 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® PHone:131913n-E3211 .�a J.02 SALE FEET Emal& MENK 0nmnkm I—AUH - WASHINGTON ST TRAFFIC CONTROL PLAN 4g) (48X24)— FND Aoan vrowA ROAD WORK I AHEAD 1 -it-ED �- it -E I ----- I J' I I 1 2020 FEB 18 PN 12: 59 I I CITY CLERK 1010 CITY, I I 300' I I 1 — — — I I I — F Q CL C R9-9 (30x18) i W20-3 (48X48) SIDEWALK CLOSED 1 1 1 1 ROAD CLOSED AHEAD i" RIl-2 (48 X 30) ROAD CLOSED — — — — _ _ _ _ _ _ _ _ — (30 % 18) SIDEWALK 1 CLOSED MUECDTYPEIIIBARRICADE(TYP) TUDOR DR ROAD U--------�--� CLOSED I Q a—I I (30X18) 0xI SIDEWALK CLOSED 1 1 h 1 u 1 i I I Z I ■ I I 0. I 0 1 SIDEWALK DETOUR SEE SHEET 2.13 I I x p 620-2A " (48 X 24) END W2G-1 (48X48)DETOUR ROAD WORK 1 I 1 LEGEND: ROUTE �•� THROUGH TRAFFIC ROUTE 1 TYPE A SIGN TYPE 3 BARRICADE WITH ROAD 5 I■ 1 CLOSED TO THRU TRAFFIC SIGN 1"I ROAD CLOSURE WITH ROADCLOSED SIGN ff O ® s SCALE FEET BOLTON (D& M E N K B55WRIGHTBROTIERSBMM,SUITE2A_RWW CEDAR RARIDS, IOWA 52404 phonea3191362-3219 Email:CetlarRapitlsQabalton-meek.,. D BID 0132020 0.1,M, IOWA CITY WATER DIVISION WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS SHFFT 1.03 "`"o wwwbp0pn.mapk,.m TUDOR DR TRAFFIC CONTROL PLAN 0, ROAD WORK AHEAD (48X24) 1 - - I FILED _ \ 020 FEB 18 PM 12.59 CITY CLERK O �I7A A GI Ia lUif,`1 I I I I I I I — — -- — -- — -- — -—- -- — -- I t o CL I i \ RB -9 / (30%18) 1 I SIDEWALK \ \ I CLOSED / / ` — — _ — -- — — — — — — — — MUTCD TYPE III SARRICAD (TVP) R11-2 (48 X 301 — — — CLOSED R11-2 ( ROAD CHANNEUZING DEVICE(TYP) - - — - - — - _ LOSED (30X18) SIDEWALK CLOSED ,' DO aQ T j SIDEWALK E)ETOURKa EET1.13 s`7 (3ozia) t; / ` SIDEWALK CLOSED Z I --� / r^� yqo I ' T \<C r ea) ` ROAD ` CLOSED AHEAD III / LEGEND: (48 %24) — — �20-- S AOAD WOAE w20-1 (48%48) WORK / / / 1 I — — — DEroua aourE THROUGH TRAFFIC ROUTE TYPE A SIGN TYPE 3 BARRICADE WITH ROAD AHEAD / CLOSED SIGN — 1"f CLOSURE WITHROAD CLOSEDROAD SIGN WITH ROAD CLOSED SIGN 0 10 BDB55 ®I SCALE FEET BOLTON MENK WRIGHT BROTHERS BLVD 5W, RAE ZA CEDAR RAPIDS, IOWA529340 EmailCedarRa0s@Bknnkm& me RWW 0 BID 0113 m Rww IOWA CITY WATER DIVISION WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS WEE 1.04 PRINCETON RD TRAFFIC CONTROL PLAN wzo-1 -1 1 (48 x 48) G20 -2A (aexx) — — — — ROADLRo WORK I Rao xnRE I AHEAD I I / I 1 1 0 300' Z C -T v Z I I I 1 ox s) // I I SIDEWALK / I CL09ED Rzl> R 1-2 _ — _ _ _ _ (E4 x30) (48 30) — _ DOSED MUTCD TYPE III MAYFIELD RD CHANNELQING DEV" (TYP) I I I I SIDEWALK CLOSED a_ SIDEWALK DETOUR O O SEE SHEET 1.13 ...I�� IC-) `<jrTl --O m I I I / I I I I pu I I I W20-1 (48x48) Gro-xA (a8xza) ROAD LEGEND: ROAo xOpc WORK I T AHEAD — DETOUR ROUTE ■ _ �_ _ _ —e _ ...... THROUGH TRAFFIC ROUTE 1 TYPE A SIGN sE COURT ST TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN E.q ROAD CLOSURE WITH ROAD CLOSEDSIGN 9 0® ScAuEmail: "�` BOLTON T&MENK 855 WRIGHT BROTHERS BLVD SW, SORE 2A CEDAR RAPIDS, IDWA 52401 Phone: 13191362-3219 CMareapi4s@bol[on .k.,. wwW EUApn-menk.c, RWW 0 81D 02/132020 °RM IOWA CITY WATER DIVISION WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS 51A^ ).05 ago ALH a«o MAYFIELD TRAFFIC CONTROL PLAN I I I I I T _ _ II I M I I I I I G (48 X 24) END R%D o aD RD SGu® ■ IS X 24) SND I I I I I I T T R9-9 I — — — — (30X 18) 7SIDEWA K IE I I I I I W20-1 I (/o X I R9-9 (30 % 18) SIDEWALK \ CLOSED I (12 X 24) I USE mtwAu I I I I W20-1 (aB X 481 I I I ROAD _ woRK AHEAD MENK Phone (319) 362-3219 Email: lloomQ& SIDEWALK DETOUR I I SEE SHEET).13� I I L I I I I I T _ _ II I M I I I I I G (48 X 24) END R%D o aD RD SGu® ■ IS X 24) SND I I I I I I T T R9-9 I — — — — (30X 18) 7SIDEWA K IE I I I I I W20-1 I (/o X I R9-9 (30 % 18) SIDEWALK \ CLOSED I (12 X 24) I USE mtwAu I I I I I I I I I I I I I T _ _ II I M I I I I I G (48 X 24) END R%D o aD RD SGu® ■ IS X 24) SND I I I I I I T T R9-9 I — — — — (30X 18) 7SIDEWA K IE I I I I I W20-1 I (/o X I R9-9 (30 % 18) SIDEWALK \ CLOSED I (12 X 24) I USE mtwAu I I I I ' I / I / j , I I I I I I I I I I I I I 1 � \ I II I I I Lul Q I I I I 1 s 1 o_ I I eianC I I I I R9-9 I ' .<r— � Mt SIDEW;ECEDc* K I CLOSI I ' I I �' —�_ � USE QOSSWA I II ROAD WORK I I I 1 -- I I I I I I I I i I I I I I 1 I I I I I I I— LEGEND: RDAD WORK 'DAR RAPISRW AHEAD MENK ' I / I / j , I I I I I I I I I I I I I 1 � \ I II I I I Lul Q I I I I 1 s 1 o_ I I eianC I I I I R9-9 I ' .<r— � Mt SIDEW;ECEDc* K I CLOSI I ' I I �' —�_ � USE QOSSWA I II ROAD WORK I I I 1 -- I I I I I I I I i I I I I I 1 I I I I I I I— LEGEND: — — DETOUR ROUTE �•� THROUGH TRAFFIC ROUTE 1 TYPE A SIGN TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN R ROAD CLOSURE WITH ROAD CLOSED SIGN IOWA CITY WATER DIVISION SHEET WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS 1.D6 FRIENDSHIP ST TRAFFIC CONTROL PLAN WRIGHT.DIT ABOLTON RS 'DAR RAPISRW MENK Phone (319) 362-3219 Email: lloomQ& ..thomnmenk,om — — DETOUR ROUTE �•� THROUGH TRAFFIC ROUTE 1 TYPE A SIGN TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN R ROAD CLOSURE WITH ROAD CLOSED SIGN IOWA CITY WATER DIVISION SHEET WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS 1.D6 FRIENDSHIP ST TRAFFIC CONTROL PLAN I I I I I I I I I 1 \ t48 X 48� G20 2A I IL ROAD (48 x 24) I WORK RDgoNwou AHEAD I / i / I 1 I I I R9-9 I I (30X18) 1 SIDEWALK CLOSED G20 -2A I I (48X 24) I I I I I — — -- — — ROAD WORK — MUSCATINE AVE 0 40 BO scu® I I I I I I N (30X 18) W SIDEWALK > CLOSED N J L I IIIjLr�— —W20-1 — (48 X 48) I I Ml (30 X 18) I SIDEWALK I CLOSED CHANNELIZING DEVICE(TYP) D SIDEWALK DETOUR SEE SHEETETJ.14 E 855 WRIGHTEDA BOLTONRAPIDS,850Wq 1400 BLVD SW, SUITE; PM1one(319)362-3219 & M E N K EmnII CMarRaaiEs@bogan- k,wm ww.eoimn.menk.m I END / ROAD WORK / / / / I I cr I 3 r; C-) 119-9 (30X18) 1 1 W2 1 SIDEWALK (48 CLOSED R R9 -3B v wo (12 X 24) 1 AHEAD I 1 I � us[ ■ Gro -u I ENo ROM WORK I � I \I I I \\ I LEGEND: DETOURROUTE ... THROUGH TRAFFIC ROUTE i TYPE A SIGN TYPE 3 BARRICADE WITH ROAD I CLOSED TOTHRU TRAFFIC SIGN I R ROAD CLOSURE WKOI ROAD CLOSED SIGN ww ffl IOWA CITY WATER DIVISION SHM DIM WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS J.07 ALM MUSCATINE AVE TRAFFIC CONTROL PLAN I I 1 I I I I I I I II I 1 I I I —LA (60x3 KIMBALL AVE ROAD pIORED(30 18) — — — — - - THRU TRAFFIC SIDEWALK CLOSED z J Do I I I I I 1 I m - _ �_ Nd I I - - 1 I 1 1 J � I I _ N O Q_ I \ (48X301 I� Y OD r ROAD 1 —i n -< � rI 1 \ \ MUTCD TYPE III BARRICADE IT'TPI 1 / LOSED 1 (RB-) II Ti ,Q' 1 �m 1 REFER TO SHEET J.15 FOR DETOUR I I \ 8XRll / (43x I 30) / \ SIDEWALK CLOSED = �::K \ \ \ \ 8114 (60x30) _ _ — m CLOSED — THRU mAFFIC - RO — — RD \\ AD CLOSED o x 18) \ A 1-2 (48x301 1 ROAD CLOSED O \ KIMBAII R8 9 SIDEWALK `\ CLOSE / \ SIDEWALK 1 ` / @Q C / Fq�' Q�� \ -- -----—---—�-- \ F� 1�6QO \ 1 P114 ` %301 _ _ _ ♦ TRAFFIC \ (30 el \ SIDEWA K CLOSED ` ( e \ \ \ \ \ LEGEND: \ — — — DETOUR ROUTE 1 - - \ \ _. _ _ _ -. __ - --. \\ \ \ �•� THROUGH TRAFFIC ROUTE i TYPE ASIGN I TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN NOTE: REFER TO J.15 FOR DETOUR ^ CLOSED SIGNRE WITH ROAD o 60 120 ® T 055WRIGHTBROTHERSBLVDSW, SUITE IA BOLTON CE OAR RAPIDS, IOWA 52404 RWW o ND '^" RN,A, D 13 IOWA CITY WATER DIVISION WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS SREEt 1 �® �' KIMBALL RD TRAFFIC CONTROL PLAN : SCALE FEET pp�� Email: Ced wap Os@lbokwr31menk.Fan CLC M E N K .,�.....Ron, mk.aam W2 \ %981 PHASE 1 SUMMARY: / I j 1. DEMO PAVEMENT REQUIRED FOR CHECK / 'r WORK 0 I Cf VALVE VAULT CONSTRUCTION �// AHEAD m 2. CONSTRUCT CHECK VALVE VAULT \ / 3. PAVE SOUTH PORTION OF FULL DEPTH z PATCH \ ROA AHEAD D O I Z , NOIfFTTBRNr I J ' \ IDD' / \ i W ,� Z R9A , I /7A (30X18) EEP D1 &G- _ SCL�DK Y. Z R V M R B � / g EE112 4)i �- - - , rCHANNEL121NG DEVICE (TYP) rrl I G20 -2A— \ — �. (48 X 24) _ — R4 -7A .,� W18-1 END _ — , , - (29X30) y (4 ) ROAD WORK _ — — 24%3 _ ROADWORK �— AHEAD ROAD — — .► ' . • • • • — — — NOLE17nm oxro WORK X250' MMR STREET �� !w' 100, 1DD' _ 200' 100' _ _ — gx;xrwlE RIS -2 (30X 100' 19e 1`2 SIDEWALK — W20.1 rNRUT HCUSE — (30X18) (48x48) I A WOPK 1 [F ST UNREI GM i I ROAD CLOSED HOLE TNRNm l DN I I I CLOSED _ SIDEWALK' ROAD I MRIEWMEH CLOSED I WORK I I MUTODTYPE RARRICADE(TYP) // / 1 x 291 R9-38 AHEAD /RDID WORK / / LEGEND: / — DETOUR ROUTE _. . THROUGH TRAFFIC ROUTE / TYPE SIGN 60 X 30) n TYPE 3 BARRICADE WITH ROAD \\ ROAD ODSED/ I CLOSED TO THRU TRAFFIC SIGN m / / 1" t ROAD CLOSURE WITH ROAD r THRU TRAFFIC , CLOSED SIGN S D 80 BOLTON BSS WRIGNT BROTHERS BLVD SW, 6UDE- AWN 0 BID D 13 zo IOWA CITY WATER DIVISION SHEET ® CEDAR RAPIDS, IMA 9909 a"w" Rww WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS Phone: (31913633219 �.D9 HALE FEET Email Ce9arRapl9spbdlotrmenk.com e, a � & M E N K �..« EOILON-mgnkPom ,�AµP DODGE ST PHASE 1 TRAFFIC CONTROL PLAN PHASE 2 SUMMARY: 1. DEMO REMAINING PORTION OF FULL / \ W20. DEPTH PATCH \ / (4x - - 2. PAVE REMAINING PORTION OF FULL %%% ROAD - DEPTH PATCH WORK \ AHEAD \ \ \ \ G20 -2A I \ / (48X24) I / ` \ Rw WORK \ 200 / / ¢ 7A I / / X 30) / y EER y RIGHT c r rn I (48X24) / CHANNELIZING DEVICE(TYP) f �� I � cif R4 -7A y (YW� o-1 (24 X 30) I 148 x 48) _ _ RDnD WOR ROAD _I RIG _ _ xaunmRxaxro WOAD 1 I I 8X4 I LI AHF., `�� �I IL JI (40%y) 1 Np uRTu1x onto I I HARIE 0104 I ROAD I WORD I I AHEAD I I I II I I I I I I I I p 40 80 FEET I MUTCD TYPE III I BARRICADE(TYR) / I It I / I 7 yJ� Rll-2 _ ( 30) ROAD LO , -- - - - LOSED / / / END I ROAD WORK BSS W u CfpAR RAP5240E ®BOLTON & MEN K 319) M2A Emfil �ppbonoamenk wm • / END I ROAD WORK / LEGEND: / 1 __ — DETOUR ROUTE I THROUGH TRAFFIC ROUTE TYPE ASIGN TYPE 3 BARRICADE WITH ROAD / I CLOSED TO THRU TRAFFIC SIGN ROAD CLOSURE WITH ROAD CLOSED SIGN 11171 m/9&2020 IOWA CITY WATER DIVISION S1,0" WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS J.10 DODGE ST PHASE 2 TRAFFIC CONTROL PLAN ---0 RIDGEW001) LIV - O-—_ / I I o I I I 1 � r 1 N – – W2o-1 Q / I (48 %48) I2 1 I I WO K ROAD 1 1 I I I I AHEAD I (48X98(1 I O POAD E I , I AHEAD 2Q 1 I I I 1 20,(6X36 _ — — G20- 48X220'BUFfER (48 X 244 ) — 0 RIDGE RD - - END - - . e 0 25 50 HORZ. SCALE FEET w2D-1 (48 X 48) 50' 50' 20'+ – W204 – – — 148 X 48) 20' I I �I I I I \ I c \ e f� M / �, y•I W r \Ere - 4 c') m =err—n i /5- W3-2 W3-2 (30 %30) R) ALK YIEID FAD / X48) / _ ONE LANE (488 / ROAD / E I ROAD / WORK AHEAD / / I / / / / /// ` CHANNEU ING DEVICE 5WR 85CEDARAP ONE IANE MENK / ROAD / AHFAD / / / / / r / I I �I I I I \ I c \ e f� M / �, y•I W r \Ere - 4 c') m =err—n i /5- W3-2 W3-2 (30 %30) R) ALK YIEID FAD / X48) / _ ONE LANE (488 / ROAD / E I ROAD / WORK AHEAD / / I / / / / /// ` CHANNEU ING DEVICE LEGEND: DETOUR ROUTE / .•. THROUGH TRAFFIC ROUTE / 1 TYPE SIGN w TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN / pq ROAD CLOSURE WITH ROAD / CLOSED SIGN MI 51 13:o2B IOWA CITY WATER DIVISION LEE WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS 1.11 RIDGE RD PHASE 1 TRAFFIC CONTROL 5WR 85CEDARAP WUREABOLTON OS� MENK / / / / / I LEGEND: DETOUR ROUTE / .•. THROUGH TRAFFIC ROUTE / 1 TYPE SIGN w TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN / pq ROAD CLOSURE WITH ROAD / CLOSED SIGN MI 51 13:o2B IOWA CITY WATER DIVISION LEE WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS 1.11 RIDGE RD PHASE 1 TRAFFIC CONTROL 5WR 85CEDARAP WUREABOLTON OS� MENK )362-32 o (319) 362 ma,wblo�`k.m ITRepokL.®& LEGEND: DETOUR ROUTE / .•. THROUGH TRAFFIC ROUTE / 1 TYPE SIGN w TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN / pq ROAD CLOSURE WITH ROAD / CLOSED SIGN MI 51 13:o2B IOWA CITY WATER DIVISION LEE WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS 1.11 RIDGE RD PHASE 1 TRAFFIC CONTROL RIDGEwOOD LN l ' 1 I I I I I I I I I I W3 -2I 130 VIELD MEA I I RI - (36%36 36) I I BUFFER W3-2 (30 X 30) a Z l7 Or / — BUFFER W3-2 (30 X 30) 0 25 50 HOR2. SALE REST ©BOLTON & MENK 855 WRIGHT BROTHERS BLVD SW, SURE: CTDAR RAPIDS, IOWA 52400 Phone: (329) 362-3219 Email: C d.lROP,d,Vbolron-menk... w .Wton-menk.c m I I I I I 0 rn O`er% y' o I / W20-4 W20 1 ONE LANE / ROAD / ROAD / WORK AHEAD / / J G2D-2A ' (48 X 24)l END ROAD W LEGEND: DETOUR ROUTE / .e. THROUGH TRAFFIC ROUTE / 1 TYPE ASIGN TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN / 1"C ROAD CLOSURE WITH ROAD / CLOSED SIGN .. .. ,,,..,�,..,. IMAM riTV WATER III%/I[I(Vd SHEET RIDGE RD PHASE 2 TRAFFIC CONTROL PLAN 1.12 / / — 50 (448-X--4? -- 20 BUFFER --- ROAD WORK AHEAD / / CHAS NEUVNG DEVICE (TYP) / I / I / 0 25 50 HOR2. SALE REST ©BOLTON & MENK 855 WRIGHT BROTHERS BLVD SW, SURE: CTDAR RAPIDS, IOWA 52400 Phone: (329) 362-3219 Email: C d.lROP,d,Vbolron-menk... w .Wton-menk.c m I I I I I 0 rn O`er% y' o I / W20-4 W20 1 ONE LANE / ROAD / ROAD / WORK AHEAD / / J G2D-2A ' (48 X 24)l END ROAD W LEGEND: DETOUR ROUTE / .e. THROUGH TRAFFIC ROUTE / 1 TYPE ASIGN TYPE 3 BARRICADE WITH ROAD CLOSED TO THRU TRAFFIC SIGN / 1"C ROAD CLOSURE WITH ROAD / CLOSED SIGN .. .. ,,,..,�,..,. IMAM riTV WATER III%/I[I(Vd SHEET RIDGE RD PHASE 2 TRAFFIC CONTROL PLAN 1.12 T 0 , b FRIENDSHIP ST NORTH SIDEWALK DETOUR 0 I I SIDEWALK DEBT UR I SI DEOSED SIDEWALK I CLOSED J I SIDEWALK CLOSED ISTAVENUE SIDEWALK CLOSED on SIDEWALK J /f SIDEWALK CLOSED /� SIDEWALK CLOSED CLOSED 1DIop_ SIDEWALK CLOSED W AL ' 2%M D O V 0 O LEGEND: f a t o — DETOUR ROUTE y .a. THROUGH TRAFFIC ROUTE 1 TYPEASIGN 8 O o CLOSED TOT RU TRAFFIC SIGN O 1", ROAD CLOSURE WITH ROAD CLOSED SIGN 0 300 900 BOLTON BSS WRIGHT BROTHERS BLVD SW, SURE 2A RWW D BID 0 1 201(1 IO WA CITY WATER DIVISION sxEET CEDAR RAPIDS, IOWA 52400 °"Y` WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® Phone: 13191362-3219 1.13 Email: Cdapidsfn-menk..GE FEET �®pLN& MENK W.Wton-menk.c —o SIDEWALK DETOUR PLAN - SOUTH D �� 0 —TI rn Oji O- o� NN�� �+ Q Q i,6 CDO 17 1DIop_ SIDEWALK CLOSED W AL ' 2%M D O V 0 O LEGEND: f a t o — DETOUR ROUTE y .a. THROUGH TRAFFIC ROUTE 1 TYPEASIGN 8 O o CLOSED TOT RU TRAFFIC SIGN O 1", ROAD CLOSURE WITH ROAD CLOSED SIGN 0 300 900 BOLTON BSS WRIGHT BROTHERS BLVD SW, SURE 2A RWW D BID 0 1 201(1 IO WA CITY WATER DIVISION sxEET CEDAR RAPIDS, IOWA 52400 °"Y` WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® Phone: 13191362-3219 1.13 Email: Cdapidsfn-menk..GE FEET �®pLN& MENK W.Wton-menk.c —o SIDEWALK DETOUR PLAN - SOUTH , I I I 1 I I I 1 � i I � Y I I I i I I 1 � \ 1 I , I — I I ' q Q q Q �n -; Q q Q t n -Z C-) 0 _ I I D o - I MUSCATINE AVE SIDEWALK DETOUR Rg- N laoz s QIp N I I I ' IDE ALK 3 p X ' V MUSCATINE AVE V I I I I 0 - - t; -- t; – – – – LEGEND: — — — DETOUR ROUTE J u – – I I � �•THROUGH TRAFFIC ROUTE I _ _ _ _ 1 TYPE ASIGN TYPE 3 ICADE WITH ROAD 1T CLOSED TTOORTHRU TRAFFIC SIGN R ROAD CLOSURE WITH ROAD CLOSED SIGN ® BOLTON BSSW C DAR ROTHFRS BLVD 5W,SUIEEN RWW 0 OID 01133010 IOWA CRY WATER DNI IMPROVEMENTS 3nFFi 0 <EOAR RA 105,OTHER IOWAD., S ® Phone: 1319)363-3319 RWW WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS J.14 SEALE FEET Email: CeEarRapiEs®hohon-menk.com M E wwahoDon.menk.mm w4 „"L„ SIDEWALK DETOUR PLAN - NORTH a o a 6— • 0 0 Do go 0 a In�N KIMBALL AVE N ®oma o I w xwl wa.x N t[aY IIOYNI O D ® O �� W.") <' "n r m z �'"P-1�t ;<m CD -o O,D� 2l U,vp Z 3 O C n® 9 �� Y O m a a I xwa vawa -r BROWN ST D BROWN ST :x 7����LEGEND: — DETOUR ROUTE Zi D (j n • .•. THROUGH TRAFFIC ROUTE �§ O II IIILII`UIII' H =F 0 0 0 1 TYPE A SIGN ROAD 1CLOSED TO T HR SIGNARRRICADEITH ROAD CLOSURE WITH ROAD F4mll�— I CLOSEDSIGNo RwW o eo o 13 m IOWA CITY WATER DIVISION SNAET BOLTON 999WRIGHT9ROTHERRLVOSW,SUE3A colon 319lows 19 RWM1VWATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS y Phone: 191919634119 g a = & M E N K EmaiLCe .,Rapi&@boXon-mmnkmm F--ZH� KIMBALL RD DETOUR PLAN..bolwn-menk.com ® v LINDER RD NE p 4-•�l R , � p 1 0 � � • a INTERSTATE RD 1QM v i o pe.�a rwxre DD amR • D i/i/V/ G IRON NmOOWEST a N ..MLLAVEy `•� V �fl® R� s� � 0 KMMB ALL AVE r1 3n ny � O o D AR,q —i C7 1 r z r Rp.� O • m 9 aoseD C=) R a f G y P Q PRNR,EDUP ER y FROM R oDDC+F Sr p I ..M LAVE p 2 2 WIUMr1 ® I o •'1 F LEGEND: € 7 eF g r r o Bc1 9 y = RLor — DETOUR ROUTE 3 r . .' paLR . THROUGH TRAFFIC ROUTE M° O i TYPEASIGN a • D �' TYPE 3 BARRICADE WITH ROAD 6 I CLOSED TO THRU TRAFFIC SIGN m ° s BROWN Sr g° E"f ROAD CLOSURE WITH ROAD BROWN ST 6T CLOSED SIGN 5 0 300 100 8SSWRIGHTBROTHERSBLVOSW,SUME Rw p No 02113/zozo IOWA CITY WATER DIVISION s"EE' T&MENK BOLTON CEDAR MplDS, IOWA 53101WATER DISTRIBUTION PRESSUREZONEIMPROVEMENTSPhone:I319138A3319 1.16 SCALE FEET Email: CeE.rRRp1Es@bohon-menk.mm mu AT RwwbDlmD-meRk om mb DODGE ST DETOUR PLAN 2344 E WASHINGTON 2356 E WASHINGTON 2406 E WASHINGTON MATHEW NWANERI MATHEW NWANERI -- GREGORY SCHNOEBEI PLACE 6" TOPSOIL ANDSOD 04 I I I I i ___ EL•TfSbl FULL DEPTH PCC PATCH,81NCH mpvoseo e�ix.uxcwLVE srmle.9e.as pua ao STOP (TYP) 'ION BASE ON a OEfSei•SW'L M � OE OE OE Of OE M � OF I � o , / I 1 __LL-�L—ir��-1—Iil ITL n --T I—I-�4♦f 'itl CHECK VALVE VAULT ___ 1 t___ _L____y_______-__1_________ t-______-__I____._____y -SEE DETAIL 4/13.01 - fi I I I I I I I I E. WASHINGTON ST. e o n.L I I I I I IovrsET.0 s 5 x II LEI+flaN - i�-}- - - - -BT-3 r--------------------� �1 I I b hvl 'mn I 1 _J V,o - o » I I I � , I U 745 745 T N _ _n \ C, r. �r-o nn \ 740 ......_..----- ___- ....... __ 74Q-- '.,,. rrn7 7L CD \ \ Y o \ \ ROPOSED CHECK VALVE VAULT FT0. PRECAST MANHOLE 735 735._- EXISTING GRADE i ... \ I .. E� WATERMAIN ...... \ .......... ........ �. ...... \.. ... ' (ASSU AED DEPTH 5.5 FEET)ISTING E.......... ...... .......... .. ............ .. ..,,�. \ \... 73-0-- _I30 1 \ & PROPOSED VALVE \ \ \ k \ 725 725- 'y 18+00 18+50 19+00 1950 20MD 9 0 10 20 BOLTON 1355 WRIOHT BROTHERS BLVD SW, 'Un CEOAM RPIOS,IOW. 524W RWW 0 BIO 0 13 020 IOWA CITY WATER DIVISION NE CRY^''' a SCALE ® FEET & M E N K P6one:(319)36i-3319 Email:C darNapi&@6oRoomenkcom Email: a�.a' WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS M.Dl WASHINGTON ST CHECK VALVE „ IDOR DR. 0 2308 TUDOR DR JARRARD KRISTA nM]Nl>U I�—�4TR SR ,M OF3Y]=M.IR'9 II EL•]]933 FR 13.91 RODIV3 �5]4E3rSi.H .q q i LJ Q I h 2302 TUDOR DR Z SALVAGE LANDSCAPING MATERIALS WILLIAM BURKETT j TO PROPERTY OWNER morouD9°vu - �� nwursau RO905EDXYDMIIf �. PLACE 6" OF TOPSOIL" AND SOD _ INSTALL HYDRANT ASSEMBL I I_ ouroRRxrvniv nR:13.uee a9c'3 13aW I—I—TIT I -1 I nMt%I]. R•I3H633 ORSET+LfTR Of3SF]QS6'R E4]]6.39 1---� Ml3r 3A3 EEs]]]p I nbl3.ua F3sEr-Lu'R OFREi•33]'R • O 06'VYVE ER•nc.0 - 11 3. a9R ¢ nn13.3Te1 I nMtH31. 13E]J43'1 10FF3n+13d5'R E4]M.G ] < < < - n"a3rxe9 - ST -3 FULL DEPTH PCC PATCH, 8INCH �'- OFE3n•1333'R fM1H31G M33.33.9] E s7)6.t OF15.M'R OKsn•19.]9'R .'.1 _ EE`1R91 EI•]]6 t3 PROTECT EXISTING SANITARY SEWCASTING. �1.13.u.v aFsnu°l'R IF CASTING IS DISTURBED: REPLACE R15ERS, CHIMNEY SEAL, �Nb-CA3TGJt`,. IDOR DR. 0 2308 TUDOR DR JARRARD KRISTA nM]Nl>U I�—�4TR SR ,M OF3Y]=M.IR'9 II EL•]]933 FR 13.91 RODIV3 �5]4E3rSi.H .q q W srwwii s vwus 106 N 1ST AVE % 2312 PRINCETON RD ---_ zB srl &MIRELA ESAD F— JON &JOYCE COPPESS In V BEGIN STA•16.16.30 \ OFfSEx 1).16'L /1� OPOSEOMYOMM EL•]9R30 _ 969 '\ nA•SG.La.3 OIFIRR •Sx.OTL 4.hL 9.98E PCC PAVEMENT, 20 PAV20 SV P.. ..T a.vwzv . ORSEib]x'1 1..29 sTAas.)B.]s psFnu Ewa sl REMOVE HYDRANT AND TAP: 3.m 1 BRW.1 u. L CUT AND SLEEVE 8" WATER MAIN PLACE 5"TOPSOIL ANDSODASSEMBLY NSTALL DEAD-END v747.x9 PIA "TOPSOIL -� WITH nA•SFRe E6 Jt a630p Oxsvus•t HYDRANT Alun. EI•)17 a ANDSOD _ __ �OffSETw.9B'a I— M4211 OEESE)Qn 31'L _ .]91.53 E4)9890 REMOVE TAP: nB uo ueaF33s \ — A-170 IN /11 CUT AND SLEEVE I6' WATER MAIN m m pIGKB.0 c �i iu96m a I STpIF�9. E°E5.>w.®.0 R\ / y- OPREi.x.WR O E1p9109v9> STp]F9B.s oP%.1.9.n'a G Le Asn u�m'R PCC 235Y va.lFls O)ESETyGss'R v)9Gv BT -3 > [x]616.>�> —J '� DRIVEWAY PAVEMENT, \�/ v V fL)9562 FULL DEPTH PCC PATCH, 8 INCH —�' _— TA•1)Mx12 .T., 3.x BT•3 -->— ��. anxT-laGVR INSTALL NEW SANITARY SEWER vEsn xes*R """ oEESEnls.6'R > EL i99v Ele)99.A R+IEI])1 Ela)9GS5 ,,\ CASTING, REPLACE RISERS AND osPSEr=u.Brn .411.111] 611 Ncer a, .I91aR �, CHIMNEY SEATS __ PRI RGN D. ON RD. sx: i nAnF2ew sTA-Swrz]B ---- \+� FULL DEPTH PCC PATCH, B INCH OFisF)W.BS'0.� \ it r�i Y m u NTE0.xxAx'MOIVS 4.- •�^•" nnausu 2301 PRINCETON RD Y' san R DAVID & MARY KUSNER-2 00 NOTE: DEAD END RESTRAINED JOINT LENGTH 15' n" -__ 755 -. - _. -_- ......- 7552 -'Gr —9 '',. .... ..... ......... ....................... C=) PROPOSED DEAD END ASSEMBLY WITH i HYDRANT 750 - -_. -. -_.- 750.__ EXISTING GRADE EXISTING 16 WATERMAIN ..... 745 _ - — 745 EXISTING 6 WATERMAIN, ASSUMED BURY DEPTH 5.5 FEET 1DEMOEXISTIN WATER MAIN AT DEAD END 740 f REMOVE WATER MAI —740 ___- --- DEMO WATER WATER MAIN AT EXISTING TEE - - - - --- _--- I - - W B � 735 735 ae ®BOLTON RSS WBIGHTRROTHERS BLVD 5W. SORE 3A RRWW 0 BID 0]/133020 IOWA CITY WATER DIVISION SNEET O 10 20 <EDARRAMS, IOWA 529o9TEMRSMWEI 5 5u ,darXmsWtnBoWATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS M.03 T Emil: Czv@fo-mnk.mm & MENK ALH ..boknn-menk.mm PRINCETON RD DEAD END PLACE 6" TOPSOIL AND HYDROSEED ITYPI 2300 MAYFIELD RD JOSEPH & PATRICIA CAMPANELLI n J_L 9 i1 MENY.V i E4]E&IS FULL DEPTH PCC PATCH, 81NCH p MAYFIELD RD. s A STALL DEAD -ENS ASSEMBLY WITH HYDRANT :l'RAo E9 ..E1 HYUMM EF..'Jz 4,30'R 2303 MAYFIELD RD STEVEN & LISA FELDMAN NOTE: DEAD END RESTRAINED JOINT LENGTH 15' - - - - -' - - - - - PROPOSED DEAD-END ASSEMBLY WITH I YDRANT EXISTING GRADE 77 EXISTING STORM SEWER __ _— ... .... .I. ... ... — — — r EXISTING 6" ATERMAI ...................._714 I EXISTING 16" WATERMAIN1II,� / . .� DEMO EXISTING WATER MAIN AT EAD END REMOVETAP: CUT AND SLEEVE I6" WATER MAIN DEPTH 5.5 FEET _ TO Q O C-) "BT 17 r M o� a n� o 705 a 700 700.., H 4l46+99 e55 WRIGHT BROTHERS BLVD SW,SUITEdA"RWW io zo CEDAR RAPIDS, IOWA 530D3w"R� B BID Oi/13/30E0 IOWA CITY WATER DIVISION SHELTD ® & M E N K Phoae:(31B)3fi1-3218 (DBOLTION SCALE FEET Email: CPhone:(354sb62-3219 k.com WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS BEGIN wwwLolEoa-mank.cum STA 3501 aFu]wa.Rr5 \ FL=)1619 B ass N]e �\ L-- a a-oFFYL-716 EL -716 aE y51nM6r y T 11SEL45 m ] L REMOVE TAP: 8 CUT AND SLEEVE 16" WATER MAIN I TR•EN3l. 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BEGIN 5]RaWa39B n E4]IS BI 720 - PLACE 6" TOPSOIL AND HYDROSEED ITYPI 2300 MAYFIELD RD JOSEPH & PATRICIA CAMPANELLI n J_L 9 i1 MENY.V i E4]E&IS FULL DEPTH PCC PATCH, 81NCH p MAYFIELD RD. s A STALL DEAD -ENS ASSEMBLY WITH HYDRANT :l'RAo E9 ..E1 HYUMM EF..'Jz 4,30'R 2303 MAYFIELD RD STEVEN & LISA FELDMAN NOTE: DEAD END RESTRAINED JOINT LENGTH 15' - - - - -' - - - - - PROPOSED DEAD-END ASSEMBLY WITH I YDRANT EXISTING GRADE 77 EXISTING STORM SEWER __ _— ... .... .I. ... ... — — — r EXISTING 6" ATERMAI ...................._714 I EXISTING 16" WATERMAIN1II,� / . .� DEMO EXISTING WATER MAIN AT EAD END REMOVETAP: CUT AND SLEEVE I6" WATER MAIN DEPTH 5.5 FEET _ TO Q O C-) "BT 17 r M o� a n� o 705 700 700.., 4l46+99 e55 WRIGHT BROTHERS BLVD SW,SUITEdA"RWW io zo CEDAR RAPIDS, IOWA 530D3w"R� B BID Oi/13/30E0 IOWA CITY WATER DIVISION SHELTD ® & M E N K Phoae:(31B)3fi1-3218 (DBOLTION SCALE FEET Email: CPhone:(354sb62-3219 k.com WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS M,OG wwwLolEoa-mank.cum , ,�":" MAYFIELD RD DEAD END I PLACE 6" TOPSOIL 1` ANDSOD uw Y a / G 11 5305 1ST AVE yl\\`I'}^I'll XIII KATHLEEN STEVE RZR.u.za INSEALLDEAD-END B ASSEMBLY WITH HYDRANT ay.uza .—omown �Ir iTA:U. u / RavossoxroRwxrvur< ' STAz<ra6A -� S Y s J e� A:NrH59 U3YR J \ \ 6 � I RTR:z.N3. J /1N5In-1J e\ I 1]-0R'R J I \J \ FRIENOSHIPST ' I M NOTE: DEAD END RESTRAINED JOINT LENGTH 15' PROPOSED DEAD END ASSEMBLY V ITH HYDRANT fXiSTINGGRADE� _. _..695 EXISTING SANITARY .... SEW ER MANHOLE II// ................ ...... ..... .... .........RIMA.... J.. _ ..... ... .. EXISTING SANITARYS WER r 690 EXISTING 167"VpiERMfUN _.. — — E — I --WATERMAIN, r —ASSUMED BURY DEPTH 5.5 FEET DEMO EXISTING WATER MAIN AT DEAD END REMOVE WATER MAIN DEMO WATER WATER MAIN AT EXISTING TEE W 24.00 24.50 25.00 B Se ze 8SS WRIGHT BxaTHERS BLv SW, SUM 2A CEDAR lumps, IUWA szarH RY o Blo UZJ m IOWA CITY WATER DIVISION "'"" SHEET ® SCALE FEET ®BOLTON Phone (3 191 3 61 4119 Email: CedarRapids@ooleen-menk.com & M E N K R,MV WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS MOS N REMOVE TAP xm �. FRIENDSHIP ST DEAD END CUT AND SLEEVE 16" WATER MAIN srRu.zv vm I PLACE 6" TOPSOIL 1` ANDSOD uw Y a / G 11 5305 1ST AVE yl\\`I'}^I'll XIII KATHLEEN STEVE RZR.u.za INSEALLDEAD-END B ASSEMBLY WITH HYDRANT ay.uza .—omown �Ir iTA:U. u / RavossoxroRwxrvur< ' STAz<ra6A -� S Y s J e� A:NrH59 U3YR J \ \ 6 � I RTR:z.N3. J /1N5In-1J e\ I 1]-0R'R J I \J \ FRIENOSHIPST ' I M NOTE: DEAD END RESTRAINED JOINT LENGTH 15' PROPOSED DEAD END ASSEMBLY V ITH HYDRANT fXiSTINGGRADE� _. _..695 EXISTING SANITARY .... SEW ER MANHOLE II// ................ ...... ..... .... .........RIMA.... J.. _ ..... ... .. EXISTING SANITARYS WER r 690 EXISTING 167"VpiERMfUN _.. — — E — I --WATERMAIN, r —ASSUMED BURY DEPTH 5.5 FEET DEMO EXISTING WATER MAIN AT DEAD END REMOVE WATER MAIN DEMO WATER WATER MAIN AT EXISTING TEE 0 680 680 24.00 24.50 25.00 B Se ze 8SS WRIGHT BxaTHERS BLv SW, SUM 2A CEDAR lumps, IUWA szarH RY o Blo UZJ m IOWA CITY WATER DIVISION "'"" SHEET ® SCALE FEET ®BOLTON Phone (3 191 3 61 4119 Email: CedarRapids@ooleen-menk.com & M E N K R,MV WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS MOS awl www.bokan-menk.com xm �. FRIENDSHIP ST DEAD END 20 a K _-_-IIIII IILpp_ FWI L H CONNECT T E XISTING WATER MAIN INSTALL TWO 45° BENDS W/JOINT RESTRAINT REMOVE EXISTING WATER _ MAIN AT NEW CONNECTION CAP END OF _ I- 2920 MUSCATINE AVE 935 SOUTHLAW N DR WILLOW WIND SCHOOL GARY MUSSER CONNEcTTO TWO4 WATER MAI / MAIN INSTALL TW045°BENDS CONNECT SERVICE T6W/JOINT RESTRAINT NEW MAIN y , WATER MAIN, 303LF REMOVE EXISTING WATER MAINATNEWCONNECTION CAN END OF EXISTING \ MUSCATINE AVE pE pE CE flE OE Lf OE OE OE M NOTE: DOUBLE 45° BEND RESTRAINED JOINT LENGTH 7' j I i g I I I I I i I I I I QHIEP xs M nR:2s.nss — Ax6.val Z xus'L nR:xR+MI Q orrscrnurL �4)N93 K -141."L ________________ 3ND LIL a E.'. 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L I IL i.naN E,784AS 04ETBA A.x.Exn INSTALL TWO iRa uniRC L W/JOINT RESTRAIN po TA. ngnax-rxau EL•]ux _____r r______ E1n.1 \ W OFA— aE Bf I � � J RAiwx.xnsl o urdGRxivuLa (� -7 oil EDxrouxr PRIVATE SANITARY SEWER, DEPTH UNKNOWN Sig3Ml.6] Ravo¢oc•vuvE^ ��'.Ma �- PLACE 6" TOPSOIL aEEET"11 ssR = Esu ANDSOD %/� f4n153 \ H2ER 19.IE'MpUE [FRIER N30RODIIIY I fTR].NU D. ~ tr n i"'.R 3l IA.S R 1i 15'R EN)Rlb9 own, ,ve- R / 'oRSE*-z133 R / RO Aq2... 508 KIMBALL RD RELOCATE GUY -WIRE IBY OTHERS) ,q Ew1x3R V vR MS WARD PROPERTI ES LLC P veevosEDvva DxrdiulrvuvE AD RtlNEA] srAv.nn (� 0� / ... . I 520 KIMBALL RD PLACE EARL GINGRICH NOTE: DEAD END RESTRAINED JOINT LENGTH 15' R ? AND SOD / ANO SOD ITYP) DOUBLE 45' BEND RESTRAINED JOINT LENGTH 7' ' �.� 790 KIMBALL RD WATER MAIN PROFILE 749__ .,799 -.r_-._. N GOVERNOR ST WASMAIN PRWE 790 .-.,..,,_-,..,-__„ _-.-_ m_-_.-_ 71 cl m ............ _...rn 785 7 785 S> o _ _ —o PROPOSED DEAD END ASSEMBLY WITH HYDRANT E%IS LNG GRADE_ EXISTING GRADE REMOVE EXISTING .� 6" GOVERNOR ST WATER MAIN . WATER MAIN, ASSUMED (EXISTING BURY DEPTH 5.5 FEET 780 78O -�- 784 EXISTIN "' — KIMBALRD IST11 ST - — — — ^ ATMN kIWATER MAIN. ASSU ED ME ASSUMED , BURY DEPTH 5.5 FE E . Ir ' *�" . �_ DEPTH 5.5 FEET _ IXISTING 6" KIMBALL R _ li WATER MAIN, ASSUME --', _ — BURY DEPTH 5'.S FE_ .T. —.— ...... ... ... rSTINGB VSP SANITARY SEWER77 775___ ...--_ -- — _. _..... Iii S ....... ...EXISTING B". VSP SANITAR $EWER ; 2',R m 770 _ 770 2,00 2,50 3+00 3+25 3+40 3+50 4+00 4+10 3 BSS WRIGM BROTHERS BLVD BW, SURE 2A RWW o ND oz13 o2B IOWA CITY WATER DIVISION 9REET o to zD BOLTON CEDAR RAPIDS, IOWA SiGW WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS SCALE FEET ® EwRcGEDERr"PIDS,IOWan-menk.mm Phar (319(361-3219 & M E N KA M.07 �ALH KIMBALL AND GOVERNOR DEAD END vA�x.BDKDD-menk.wm ..u.R a fit E r I 1 i — I IY I I ______ I /� I n wo I arFsn-u WL - FULL DEPTH PCC PATCH,INCH I / I -'jec' Y I I A4.93a9' � I I WL / aLsn-unL 1 eTLL.mv j I Lmew a BT-; 1 I 1 I --�`"__._�-------4 N. D i / I 1 ODGE ST. IF- —� 1 L4ALJ' 11 1 1 I --�-g /____ I -I< r------ - I �jl I / arsenyawre I 1 I�1�1� _I_1 1_I_-• I_I—I—I—II—\ I _ F/—/—L—bntn I <� 1�_I�I_ nA4W. A I /pgyi.9.apX3- 1 /` y 1 '/ w nA-a.snas I Y nAr.s.0 n.nLw PCC SIDEWALK, 6 INCH, 13 SY ti CHECK VALVE VAULT G anua v wJaap� 1 SEE DETAIL 0/B.OS 1100 N. DODGE ST 2 xa'a LINDA KUNCL ::4 W �� -- - - �5r __ �� rn EXISTING GRADE . ..... ......... ..�r '4 rn - - - p O - I P . .. _. ........... ... .. 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ASSUMEAIN, ASSUMED BURY DEPTH 5.5 FEET 745 a _ - /. _ 745 5 . ¢URY DEPTH 5.5 -FT NOMINAL .. 1 _... ._.. EXISTING 6".. i... WATERMAIN, ASSUMED BUEP 5.5 FEET —740 — 744 II I �I i EXISTING 8" WATERMAIN, _ASSUMED BURY _. 7455 _. DEPTH 5.5 FEET j T--- -- REMOVE - �EXISTING6" EXISTING F 0 10 10 VALVE WATERMAIN, snEE* ASSUMED BURY DEPTH 74O _.._... _ 5.5 FEET —_ i 735 a 735 735 ^_ _ 735 5 1.00 1.50 1-75 0.00 0,50 F 0 10 10 B55 WRIGHT BROTNERSBLVDSW,SUREPA BOLTON CEDARRAPI19I362 SZCDR RWW D &D 013010 IOWA CITY WATER DIVISION snEE* ^ R,N,N WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS SCA® Em.3: Ceda,Ra,.d,®ba -Te�EC. & M E N K © M.09 e, Y ,�I,o . , M .Ae RIDGE RD DEAD END 2344 E WASHINGTON MATHEW NWANERI 2356 E WASHINGTON MATHEW NWANERI SUPPORT EXISTING POWER POLE (BY OTHERS) n—n—n—n--/fin—nEo` b w—nn I I I 1 I I I I ----------------I----------J---------- REMOVE EXISTING WATER MAIN, 18 LP 7406 E WASHINGTON GREGORY SCHNOEBELEN n Ep ]p S4nn nnnn n—n$—a[oL II—ISI—I— J---------I-i-----I----------1------ _ —----------r--------� -----I------------I -----II-------^----------------4-----------r-------- -I-- ---� t E. WASHINGTON ST. \ 7 I n� A I I^ REMOVE PCC PAVEMENT, 63.8 SY I ---- vl �_ >, -— I_ i----- — ---1--- I--------� I -0 i - I »—»—»- »—»—»—»— 1, >. I I /F I I ccQ 1 I O N o a /• _ ry D� W _ co �-- r— -a m m L ^ D p S 81SWRI(iEEMOfi1ERSBLVDSW,SUITEIA RWW 0 BID — 1021f3-020 IOWA CITY WATER DIVISION o m zo z ©BOLTON <EDAREA"e. (31.9, IOWA 53A0ARWW WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® PAR 9E.WA 219 SLE FEET & M E N K Emell: <e4eTRa0i4s@bolron-menk.rom °®aH R.DI ...,R,.mftn-menk.c n ,,,,e WASHINGTON ST REMOVAL PLAN �\ 2302 TUDOR DR LREMOVE WILLIAM BURKETT 2308 TUDOR DR IARRARD KRISTA I N l Ui ASSEMBYDRANT ASSEMBLYLn REMOVE PCC SIDEWALK, 12.9 SV 11-1-11- 1 _ r----� Tr I I I I I 0 t TUDOR DR. -- I REMOVE PGC PAVEMENT, 23.95Y f ' REMOVE PCC PAVEMENT, 1.1 SV «« o 6 e55 WRWNT BROTH ER50LVD5W, SUITE 1A RWW 0 &D 13 20 IOWA CITY WATER DIVISION 'MEET a o 10 m AN (D& BOLTON �EOAR RAPIDS, IOWA 51/00 """"�,N, WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ? ® Emall: C<EargaP AsP3bo0on-3nwnk.cwn w® R.02 R M E N K www poKe . �< L O TUDOR DR REMOVAL PLAN O REMOVE PCC SIDEWALK, 8.6 SV NGi D 4 Cl -4 � r F—H]I �Gm m T"' -V o70 s O y o 6 e55 WRWNT BROTH ER50LVD5W, SUITE 1A RWW 0 &D 13 20 IOWA CITY WATER DIVISION 'MEET a o 10 m AN (D& BOLTON �EOAR RAPIDS, IOWA 51/00 """"�,N, WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ? ® Emall: C<EargaP AsP3bo0on-3nwnk.cwn w® R.02 R M E N K www poKe . �< L O TUDOR DR REMOVAL PLAN W Q N N REMOVE PCC SIDEWALK, 9.2 SY REMOVE EXISTING VALVE REMOVE 8"TAP ON 10 WATER MAIN PER IOWA t CITY POLICIES O1 I REMOVE EXISTING B" l i WATER MAIN PER IOWA j CITY POLICIES, 5 LF REMOVE PCC PAVEMENT, 64 SY REMOVE PCC PAVEMENT, 2.1 SY �I IIS —»—» »�D J 106 N 1ST AVE ESAD & MIRELA ESAD REMOVE PCC DRIVEWAY, 19.7 SY REMOVE PCC SIDEWALK, 7.1 SY 0 REMOVE TAP AT HYDRANTASSEMBLY '^--_I REMOVEEZII HYDRANT A! 2312 PRINCETON RD\ ION & JOYCE COPPESS I RMWE xemuyE PCC DRIVEWAY, 22.85Y \ V \!\\ »., PRINCETON RI). > , r, > \ REMOVE PCC PAVEMENT; REMOVE PCC SIDEWALK, 11.8 SY N O N O rrl �I ' W rn 0 0 0 10 zo BOLTON ess WRIGHT BROTHERS BLVD SW, SUITE 2A xWw ri BID 13 NIOWA CITY WATER DIVISION 5MAET CEDAR a (319IOWA s:aoR °""" RW01 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® P6one:13191361d219 R.03 SCALE FEET R" & M E N K Em.u.CeaarBaPlasonnenkimenk.com �„ wxw.botton-menk.mm ,o„� PRINCETON RD REMOVAL PLAN 0 REMOVE PCC SIDEWALK, 10.3 SY s9e— REMOVE HMA AND PCC—✓- \ I MAYFIELD RD PAVEMENT, 123 SY r — I I I I I I I I I REMOVES" TAP ON y\ — I6'WATERMAIN N �,L---1—�— I as REMOVE EXISTING VALVE i €.M "-] REMOVE IXISTING 8" WATER MAIN, IS LF INN REMOVE PCC SIDEWALK, 15.9 SY v:4 �w C-)-< CEDAR RAPIDS, IOWA 52GOA r �G m SHEET "'""" S q Q pW,W, 0 ]0 20 CEDAR RAPIDS, IOWA 52GOA 0 BID 02/13/2020 IOWA CITY WATER DIVISION SHEET "'""" pW,W, WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ' ® a SCALE FEET 's_ ©BOLTONBSSWpIGHTRROTHER$RLVOSW,9UDE2A�RWW & M E N K Pnoae: (319) 3I!t.. 9 Email: CetlarlUpitls I M2_32menk.€an ®qW PLAN R 04 I www.EonoR-menk.mm ..o,.o MAYFIELD RD REMOVALS i 11 I i LLi Q H N REMOVE 18.5' OF EXISTING 8" TAP ON 16" WATER MAIN PER IOWA CRY POLICIES REMOVE EXISTING WATER MAIN PER IOWA CITY POLICIES, 17 LF I REMOVE VALVE I 530 S LST AVE iKATHLEEN STEVE REMOVE PCC SIDEWALK, 9.4 SY REMOVE EXISTING WATER I MAIN PER IOWA CITY POLICIES, 7 LF 0 10 30 © BOLTON BSS WRCE ARNP .FR600L. SWRRSURE lA T RVJ1Y 0 BIO 02 113/2020 IOWA CITY WATER DIVISION SHAD ® plo'R.D19) 1621119 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS R.OS SCALE EEET & M E N K Email:C .'RapiEe@6opon-menk.mm o�ALH ..,�..6onaR-menk.cwn ,.o,e FRIENDSHIP ST REMOVAL PLAN / I REMOVE PCC SIDEWALK, 5 SY F,,, — O h r -co _ rn rn -v CF 0 10 30 © BOLTON BSS WRCE ARNP .FR600L. SWRRSURE lA T RVJ1Y 0 BIO 02 113/2020 IOWA CITY WATER DIVISION SHAD ® plo'R.D19) 1621119 WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS R.OS SCALE EEET & M E N K Email:C .'RapiEe@6opon-menk.mm o�ALH ..,�..6onaR-menk.cwn ,.o,e FRIENDSHIP ST REMOVAL PLAN REMOVE PCC SIDEWALK, 16.9 SY REMOVE 2' OF 8" WATER MAIN REMOVE PCC PAVEMENT, 15.1 SY J 2920 MUSCATINE AVE WILLOW W IND SCHOOL > / Q O o I I I I I - p I I I REMOVE PCC SIDEWALK, 8.7 SY 4 4 935 SOUTHLAWN DR GARY MUSSER REMOVE PCC SIDEWALK, 11.5 SYS REMOVE T OF MUSCATINEAVE 8" WATER MAIN --T-- �.n� I LL I I —i 1 s REMOVE PCC PAVEMENT, 14.9 SY f-4 O _ N O o n D n � m C-) :< :<rn s -a rn o� v CD I ,n S m D BOLTON R55WRIGW BROTHERS BLVD SW5UDE 2A µfRWW 0 013020 IOWA CITY WATER DIVISION "U I D lD zD CEDAR RAPIDS, IOWA 52¢OF WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K Pbone 1319) 362-3219 R.O6 L scAlE vea Email:C¢4afRR.ft.n-01[UR-meOk.fOm MUSCATINE AVE REMOVAL PLAN / a www.battan-menk.rom ,wu of -- F �ceO oE �pE--OF--Of —t—I-1—I—I—I Yom--I—I—I—I f-4 O _ N O o n D n � m C-) :< :<rn s -a rn o� v CD I ,n S m D BOLTON R55WRIGW BROTHERS BLVD SW5UDE 2A µfRWW 0 013020 IOWA CITY WATER DIVISION "U I D lD zD CEDAR RAPIDS, IOWA 52¢OF WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K Pbone 1319) 362-3219 R.O6 L scAlE vea Email:C¢4afRR.ft.n-01[UR-meOk.fOm MUSCATINE AVE REMOVAL PLAN / a www.battan-menk.rom ,wu REMOVE PCC REMOVE 8" WATER MAIN AT TAP PER IOWA CITY POLICIES, 5 LF REMOVE 8" TAP ON 8" WATER MAIN PER IOWA CITY PODCIES ////,DVE VALVE PCC PAVEMENT, 4.9 SY % )EWALK. 22.6 SY, T � pl REMOVE PC SY R \VE EXISTING HYDRANT 520 KIMBALL RD EARLGINGRICH Q p 0 \< c:) Y�T1 ' 1 4 a CC-) �L \ �co � RELOCATE Ornn TEEUV jWIRE (BY OTHERS) 7-1 CD 4 508 KIMBALL RD 7 MS WARD PROPERTIES LLC R55 WRIGDARROTHERS BLVD 5W, SURE IA Rww o BID o )3 zo:o IOWA CITY WATER DIVISION SMUT 0 ]0 20 BOLTON CEOPR MPIDS, IOWA52iM WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS S Phone: (3191362-3119 ® & M E N K Email ho"e.13191 ImamORt.com R.D% A H www.LURan-m.nt.rom ,a.� KIMBALL AND GOVERNOR REMOVAL PLAN z W i= V 7 W_ K /` t ✓ /-moi E OVE PCZ PAVEMENT, 74.7 SY e REMOVE 12' OF '- 1{ WPTERMAI,N -- \ I \ k/ \ OoOG�S( N• / 3 J 1 � \ / REMOVE PCCSIDEWALK, 12.8SY 1100 N. DODGE ST LINDA KUNCL B D SD 20 b _ G o sn Rww WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS m w � ET f Plwne: 0191 362 Em iL Ce4aMavlas@bolton-menk<om © & M E N K R.08 ,w v boltcn menk.mm �. DODGE $T REMOVAL PLAN B D SD 20 055 WRIGRTBAo-,RSBVD - URE IA A'2 BOLTON QDAR RAPIDS, IOWA SzaM �-RWW D BID 0 13 U100 10WA CITY WATER DIVISION Rww WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS � ET f Plwne: 0191 362 Em iL Ce4aMavlas@bolton-menk<om © & M E N K R.08 ,w v boltcn menk.mm �. DODGE $T REMOVAL PLAN 'r i 1605 RIDGE RD DARREL W ITTE 1/ REMOVEACITY PO MAIN PER ,P IOWA CITU POLICIES, 3lF / b \ \7 7 7 �4P 1 �. i REMOVE PCC PAVEMENT, 51.45Y 4 REMK N PER �S,3LF _P ON \ @N PERLICIES REMOVE PCC SIDEWALK, 9.7 SY REMOVE EXISTING HYDRANT a to 0 ,s BOLTON 855 WRIGXT B0.0TIERS BLVDSW, SUM 2A �rv+W o elo aiolo IOWA CITY WATER DIVISION CELLAR Mp109, IOWA 5ZA01 """"�Y WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K Pho a (3191361-33 9 R.09 SLATE FEET Emall: QEnRapNs®bokon-menk.com w®,� www.bakon-menk.cun ,e,e RIDGE RD REMOVAL PLAN O CD N O m v - i Q rn rn oZE G � v o a to 0 ,s BOLTON 855 WRIGXT B0.0TIERS BLVDSW, SUM 2A �rv+W o elo aiolo IOWA CITY WATER DIVISION CELLAR Mp109, IOWA 5ZA01 """"�Y WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K Pho a (3191361-33 9 R.09 SLATE FEET Emall: QEnRapNs®bokon-menk.com w®,� www.bakon-menk.cun ,e,e RIDGE RD REMOVAL PLAN STA 13-17 -5.85' 76.63 NT: 105 STA 13-17 13:00 -0.85' O PNT: 10 STA 13 5.87' 776.65 STA:13+22.08 -0.87' STA:13+22.09 2.32' TUDOR DR STA:13+17.21 POIMTONINT SIDEWAlF 0E51GN gSTANCf 4FlEVATIOH SLOPE LEGALLY ACCEPTABLE RANG POS.ORNEG. DEIGNED pE51GNED SCOFF MASIMOM LEGALLY' ACCEPTTBIf MNGF ACCEPTABLE CONSTRUCTED RANGE ppS, OR NfG. 102 103 Landing/Turning Space S." 0.00 1.6% 0.1X to 2.0X 0.4% 0.1% to 2.0% 103 104 Landing/Turning Space 5.08 -0.02 -0.4% B.1% to 2.0% 1.6% 0.1% to 2.0% 104 185 Landing/Turning Space 5.00 -0.08 -1.6% 0.1% to 2.0% 0.4% 0.1% to 2.0% 105 102 Landing/Turning Space 5.00 0.02 0.4% 0.1% to 2.0X 1.6% 0.1% tD 2.0% 101 102 Ramp Running Slope 3.19 8.zzI 6.9%1 0.5% to 8.3%1 1.4% 0.5% to 8.3% 1% 105 Ramp Running Slope 2.27 0,16 7.0% B.5% t0 8,3X 1.3% 0.5% to 8.3% 106 101 Ramp Cross Slope 5.08 -0.04 -°. BX 0, 1% E. ].0X 1 1.2%1 0.1% to 2.0% STA 13-17 -5.85' 76.63 NT: 105 STA 13-17 13:00 -0.85' O PNT: 10 STA 13 5.87' 776.65 STA:13+22.08 -0.87' STA:13+22.09 2.32' TUDOR DR STA:13+17.21 PpM TO POIM PW:0 g52ANQ FL BFIEVAl10N EE N -Yaro"LAOLE RAlIGE POS.ORNEG. 30.17' T7. ACCEPTABLE CONSTRUCTEDRANGE POS. OR NEG. STA 13.22.22 D O O 0.1] 8,N 0.5% to 8.3% 32.25' ns.a4 0.5% to 0.3% � n T f+l Landing/Turnly Sputa S.N 0.02 0.4%1 0. Y to 2.B% l.q 01x io 2.91 263 STA:13+17.22D 32.29' Landin0/TuMLq Space S.N C-) - r 0.45 e.l% to 2.N 2N �C-) Landing/TuMing Space a.N -0.031 PM: 204 rM -v g�� i g l z STA:13+17.24 202 Landing/Turning Space STA:13+22.24 37.25' -0.07 O ME Q 37.29' 206 205 75.47 2.94 `{ 5.4% 0.5% eo 0.3Y 75. 0.5% to 0.3Y D' 0 Ramp Cross Supe 3 C BSSWRIGMB0.0THERSBL005W,SUITEZA NWA' 0 BIp 0 13 020 IOWA CITY WATER DIVISION ° 5 0 B O LTO N _ SNEET ® CEPnop. 13191 362 3219 00 o..®`Y`" WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS SCALE FEET a Emad. cedarRapids@potion-menk.com 5.01 & M E N K . bolton.menY.. TUDOR DR & 1ST AVE SIDEWALK COMPLIANCE PLAN PpM TO POIM SIOEWN%pfSpH g52ANQ FL BFIEVAl10N EE HOPE % -Yaro"LAOLE RAlIGE POS.ORNEG. DIFFERENCE BETWEEN DESIGNED SLOPE AND MA%IMUM LEGALLY - ACCEII-LINAIm. ACCEPTABLE CONSTRUCTEDRANGE POS. OR NEG. 201 262 Ramp Running Slope 2,12 0.1] 8,N 0.5% to 8.3% 0. AT 0.5% to 0.3% 202 263 Landing/Turnly Sputa S.N 0.02 0.4%1 0. Y to 2.B% l.q 01x io 2.91 263 2" Landin0/TuMLq Space S.N B.BB I..% 1 8.11 [0 2.N 0.45 e.l% to 2.N 2N 205 Landing/TuMing Space a.N -0.031 6.1% to 2.N 1.4I B.3S L. 2.N 205 202 Landing/Turning Space S.N -0.07 -I.4S B.1% <o Z.B% B.OY e.1Y to 2.0% 206 205 Ramp Running Slope 2.94 B.lfi 5.4% 0.5% eo 0.3Y 2.9% 0.5% to 0.3Y 201 2% Ramp Cross Supe S.07 a,N l.a% 6.1% to 2.0% B.BY 0.11 . 2.N 3 C BSSWRIGMB0.0THERSBL005W,SUITEZA NWA' 0 BIp 0 13 020 IOWA CITY WATER DIVISION ° 5 0 B O LTO N _ SNEET ® CEPnop. 13191 362 3219 00 o..®`Y`" WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS SCALE FEET a Emad. cedarRapids@potion-menk.com 5.01 & M E N K . bolton.menY.. TUDOR DR & 1ST AVE SIDEWALK COMPLIANCE PLAN .1 0 �L 304 STA:16+33.48 f STA:16+28.49 -10.22' NT: 305 STA:16+28.70 -5.23' NT: 302 - $TA:16+33.69 / 16+W -5.44' 17M - NT: 3 ' - - ---- - STA-4� :16+29.03 PNT:101 1.92' ST 2- 8. 2.29' 7 I S PRINCETON RD O PINT: 406 \ NT: 1 STAR35.59 N STA76+30.63 28.96' 29.80' 9.35 4 .4 _ On < \ PINT : 402 STA:16+35.98 :<r rn STA:16+30.99 37.40' _ TTT 37.66' o Q 750.05 T o PINT: 40 STA:16+31.22 5TA:16+36.21 42.66' 42.39' D 7 .1D s lid yyyy[[R g 3 z� R_ BOLTON 855WRIGHBROTXERSBLVDSW,SUITE2A RWW 0 BID D 3 10 IOWA CITY WATER DIVISION NEE D s 30 CEDARRApIDS,IOWA S2{1N w�Rww WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® & M E N K p0o^l.I319I3 lctn-p9 $.02 g ggLF PgFT Email:C�Npr.boltpr fienk.-menktom °`®� PRINCETON RD & 1ST AVE SIDEWALK COMPLIANCE PLAN $ .bolronmenk.cdm B" OISTBN[F 4FIFVPl10N stOPE OIFFEIIENCE BE]WEfN PqM ip PpM LOEWAL%pEWN IFWLLYA[CEPIABIf pESKiXEO SLOPf IB10 ACCFP]ABLf gAXGE MAV MVM LEWLLY COHs1RUCTFO RPXGE IT FF % POS, OB NEG, A«PiABLF RAHGE POS.OR XEG. 3Bi 303 Landing/Turning Space 5.00 0.3% to 3.0% 3.9% B. fY to 2.BY 3Ba 3B5 Landing/Tornio[ Space {.99 -B.Ba B.{% 0.1% <0 3.0% l.6% e.1% to 2.9Y 3g3 30t Landing/Turniq Spac! {, 99B.IY <0 3.0% l.Q CUT to 1.BY 3u 3es Lane1^g/Tminlry{ spat. {.999.4%1 O.0 to :. ex I.NI O.ss to a.n 3g1 303 Rasp Turning Slop! ].]{ 0.55 to g.3Y 6. SY B. SY <0 8.3Y Ns 3B6 Rsp Running Slop! ], 16 -8.05 -0.]% 0.52 to 0.3Y ].6S B. s% [o B.I% 301 306 Ramp Crosi SIOpe S.BB 0.0] lA% 0.]% <0 1.0% B.6% 0.1% t0 1.BY M1 M3 Landing/Turning Spit! S.B1 B.Bs S.Bi B.]Y to 2.82 LBY B.1Y to a.0% M1 MS Landing/Turning Space S.M -8.02 B.A% 0.]% to 2."1 1.6f B.IY to 3.02 rl"2 landing/Turning Space S.BB -8.05 3.0% 0.12 to 1.BZ 1.05 0.3X to 1.OS 4114 Landing/Turning Spate S.M -0.02 -OA% B.IY to 2."1 l.bi B.1Y to 3. BY RampRU^^ingSlepeB.B1B.5%[08.350.6X0.5Xto8.3F RampRunningSlop!g{s0.5Ytp8.32 Ramp Cross Slppe {.61 -8.08 -LA �:1% to 1.BX 0.35 B.li to 3.02 STA:46+d4.891 1 -�� 39.16'x49.69 -39.23' (DBOLTON a55WRIGHTa0.0P,.s".LAs2,61TE1A RWW o gip' vn ozo IOWA CITY WATER DIVISION "'E'T I 0 5 10 CEDAP M(319IOWA 52aW °""""RWW WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS & M E N K phone (3191362-3119® $.D3 m,ac a'P.'m.Peoro.coan .cam MAYFIELD RD & 1ST AVE SIDEWALK COMPLIANCE PLAN .6phpn-mm�kcom .o..o pOIMTO ppM SIOEWAI%OFSWN eELEVAnpx R sLopE %232 r LEGAIIY AC[EpiABtE MHGE p�pEEPEHEE 9ETWEFx pE51GNEp sLOGF AHO MA%IMVM LEWLLV ACfFpEABLF CONSTRIIRFp RANGF 233 Landing/Turning Space 15. 0.05 1.0X 0.1% to 2.0% 1.0X 0.1% to 2.0% 232 23S Landing/Turning Space 9.02 0.4X 0.1% to 2.0% 1.6X 0.1% to 2.0% 233 234 Landing/Turning Space 0.02 0.4% 0.1X to 2.0% 1.6% 0.1% to 2.0% 234 235 Landing/Turning Space 5.00 -0.05 -1.0%1 0.1% to 2.0% 1.0% B.1X to 2.0% 231 232 Ramp Running Slope 8.48 0.361 4,2%1 0.5% to 9.3%1 4.1%1 0.5% to 8.3% 235 236 Ramp Running Slope 7.95 -0.361 al.ii%j 0.5% to 8.3%1 3.8% 0.5% to 8.3% 231 236 Illamp Cross Slope 5.02 0.02 F 0,4%1 0.1% to 2.0%1 1.6% 0.1% to 2.0% 242 243 Landing/Turning Space 5.00 0.07 1.4% 0.1% to 2.0% 0 -E'S 8.1% to 2.0% 242 245 Landing/Turning Space 5.00 0.02 0.4% 0.1% t0 2.0% 1.6% 0.1% t0 2.0% 243 2A4 Larding/Turning Space 5.00 0.03 0.6X1 0.1% to 2.0%1 1.4%1 9.1% to 2.e% 244 245 Landing/Turning Space 5.00 -0.08 -1.6%1 9.1X to 2.0%1 0.4%1 0.1% to 2.0% 241 242 Ramp Running Slope 8.84 0.38 4.3% 0.5% io 8.3% 4.0X 0.5% to 8.3% 245 246 Ramp Running Slope 9.60 -0.36 -3.7%1 0.5% to 8.3% 4.6X 0.5% fo 8.3% 241 246 IRaw Cross Slope 5.06 0.04 1 0.8%1 0.1% to 2.0X 1.2Y 0.1% Yo 2.0X (DBOLTON a55WRIGHTa0.0P,.s".LAs2,61TE1A RWW o gip' vn ozo IOWA CITY WATER DIVISION "'E'T I 0 5 10 CEDAP M(319IOWA 52aW °""""RWW WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS & M E N K phone (3191362-3119® $.D3 m,ac a'P.'m.Peoro.coan .cam MAYFIELD RD & 1ST AVE SIDEWALK COMPLIANCE PLAN .6phpn-mm�kcom .o..o STA:46-34 STl[.14.6 -36..8223' 44.16' 7 . 2 36 PNT: STA:46H4.72 STA:46x49.70 -26.28' -25.68' MAYFIELD RD N PNT: 4 @H } O PNT: 41 STA:46N9.34 i STA:46x44.33 -0.71' y_ w rn c m -° PNT: s Q D 6+49.20 Gv. -77 STA:464 8.8V 0 8.8z, 15.91 STA:46 44.13 PN 13.82' STA:46x49.13 13.89' (DBOLTON a55WRIGHTa0.0P,.s".LAs2,61TE1A RWW o gip' vn ozo IOWA CITY WATER DIVISION "'E'T I 0 5 10 CEDAP M(319IOWA 52aW °""""RWW WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS & M E N K phone (3191362-3119® $.D3 m,ac a'P.'m.Peoro.coan .cam MAYFIELD RD & 1ST AVE SIDEWALK COMPLIANCE PLAN .6phpn-mm�kcom .o..o N W 0 a I�il�L7�T+1�1�\�I9 i 84 Y STA:29+O8A4 1.66' xmoi ]51.02 STA:29+13.52 3.26' �y Z g 2 H O N PNT: 18 STA:29+13.44 -1.74' PNT: 18 STA:29+2U.49 -1.84' 753.65 1 STA:29+17.11 3.21' MUSCATINE AVE STA26+15.10 S TA:26+10.17-639' . -1.38' 49.85 74 .8 DISTANCE 4[iEVATION PN : LEfMILygCCEPTABLF DESIGNEDSLOM PNT:176 STA:26+08.27 STA:26+20.15 -1.42' -6.40' 74 . CONSTRUCTED MNGE STA:26+19.09 fi X - STA26+IS11 -1.40' POS. OR NEG, r`4 O -1.39' 749.72 STA26+0327 Larding/Turning Space 5.00 749.80 LBY 1 -1.52' p :165 B.li to 2. BS 749,80 STA:26+08.17 165 Landing/Turning Space S.b 80e3 3.58' B.1% to 2.0 1.6% Rd% to 2.9% 749.77 STA:26403.17 166 L+MLy/Turning Space S.b ...211 3.48' 0.1% to 2.0%j C-! STA:26a08.03 166 165 L+neing/Turning space 5.00 10.51' 1,s 1 0.1% m 2.0% STA:26+03.00 B.I% to 2.BY ✓ �{ p 11.99' 161 162 Raep Running Slope N W 0 a I�il�L7�T+1�1�\�I9 i 84 Y STA:29+O8A4 1.66' xmoi ]51.02 STA:29+13.52 3.26' �y Z g 2 H O N PNT: 18 STA:29+13.44 -1.74' PNT: 18 STA:29+2U.49 -1.84' 753.65 1 STA:29+17.11 3.21' MUSCATINE AVE 855 WRIGW BROTHE0.5 BIVD"a SUOE2A RWW 0 BID 02/13/202¢ IOWA CITY WATER DIVISION 5NI1T a s I (D& BOLTON CE none (319IOWA 52404RWW WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® M E N K none (319)362-3219 5.04 SCALE FEET Ercall:+rR+pm.�roNnnmenR. an °'"� MUSCATINE AVE SIDEWALK COMPLIANCE PLAN Bolton-mentcorn DISTANCE 4[iEVATION SLDPf LEfMILygCCEPTABLF DESIGNEDSLOM ACCERABIE POIMTO POIHi SIDFWALF DESIGN RANGE MMML CONSTRUCTED MNGE ET fi X PDS.OR NEG. ACCLPTgR- POS. OR NEG, r`4 O 163 163 Larding/Turning Space 5.00 0.051 LBY 1 0.1% to 2.0S 1 I.Im B.li to 2. BS N 162 165 Landing/Turning Space S.b 80e3 0,4. B.1% to 2.0 1.6% Rd% to 2.9% Q 163 166 L+MLy/Turning Space S.b ...211 at 1 0.1% to 2.0%j C-! i 166 165 L+neing/Turning space 5.00 -0.95 1,s 1 0.1% m 2.0% I.M1 B.I% to 2.BY ✓ �{ p 161 162 Raep Running Slope 8.51 0.351 a. it IB. SY to BJ% 4.2% 0.514 to 8.3% 165 166 Ramp Running Slope 6.93 -d. 331 4 8%1 05Y to 0.3% 35% 8.5% to 8.3% 161 166 Rap Cross Slope 5.24 0A+ I B. ea 1 0.1% to 2.0% ld% B.1% to 2.02 rn tag ,E 173 123 Landing/Turning Space 5.00 0.03 B,b B.IY to 2.0a 1. B.l% to a." m O 172 175 Landing/Turning Space S. OR 6.05 1. ex B.II to 2.0% S.RS e.]% to 1." O 1 1 173 1274 Landing/Turning space 5.08 B.BS tet 0.1% to 2."1 1.0% 0.1% t0 2.Bx r 174 175 Landing/Turning space 5.00 -e.e31 %1 0.1% to :.0% L4z a.lx to 2.0% � lll 172 Ran, 0.unnSng Slop+ 3,98 9.881 2.BY 1 0.5% to 0.,% 1 6.3%1 0.51 to 8,31 O 1'S 175 Rasp Running Slope SAS B.10 -2. uY 0.5% to 5.3% 6.3Y B. si [0 89Y 1/1 176 Reap Crass Slope 5.11 0.031 0.6%1 0.1% to 2.0% IAS 0. IX to 2.9% 1B2 183 Landing/Turning Space 0.03 0.6i 0.a to 1.0Y 1.4% 9.a to I." 182 185 Landing/Turning Space 0.00 l.S% B.1% to 2.0% B 4% a. IX to 2.B% 183 1" -TLnding/Turning Space 0.07 ].LS B,1% to 2.BY 0.3% e.1% to 2.01 IN 105 Landing/Turning Space V7.eS -B,B2 -B.ax 0.114 to 2.04 1.6% ..IX to 2.0% 181 182 Raap Running Slope 0.29 0.I% BBY t0 0.3% les 186 Ramp Running Slop -0,35 -S. BS B,Si [o B.A B. SY to B.3Y 181 ]86 Rap Cross Slope 0 0 0.3% 8.1% to 2.Bz - B.]Y to S.BY 855 WRIGW BROTHE0.5 BIVD"a SUOE2A RWW 0 BID 02/13/202¢ IOWA CITY WATER DIVISION 5NI1T a s I (D& BOLTON CE none (319IOWA 52404RWW WATER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS ® M E N K none (319)362-3219 5.04 SCALE FEET Ercall:+rR+pm.�roNnnmenR. an °'"� MUSCATINE AVE SIDEWALK COMPLIANCE PLAN Bolton-mentcorn OIPIfRfxEL BE]WFFp LBEWAL[pF9wN gS3AN[F eflEVRiwx slovE IEWIIY ACCEPfABtE OfSWNFB SIOPEANB ACCFPLABtE pOMTT00gM PgNGE MPXIMUM LfWIIY CONSTRUCTED MHGF ITNEG. AUfPfRBIf RAXGE pOS.Oq NEG. 193 193 Lalling/Tur010g Space 3.00 0.03 BA% 0.1X to 3.0X 1.6% B.1X to 2.0i 193 193 Landing/Turning Space S.BB 8.03 B.<% 0.1% to 3.BY 1.4X 0.1% to 3.0% 193 191 Landing/Turnip, Space S.OB 0.03 B.a% 0.1% to 3.BY 1. 2,1i to 3.0% 391 195 Landing/Turning Space 3.00 -8.03 -B.o% 0. IS to 1.BY 1. 0.1i to 3.0i 191 193 qaq Running slope 7.12 0.38 5.35 8.5% to 0.3% 3. B. SS to 8.3% 193 196 0.ap Running Slope LBB -0.33 -e.e% 0.35 to 8.35 0.3f 0.3% to 0.3i 191 190 RmD Cross Slope 3.90 B.eB 1.4x 0.1% to 3.0% B.6i 3.B% 313 313 Landing/Turning Space S.BB 0.05 1.0X 0.1% to 3.0Y 1.0X "All to 3.B% 33E 315 Landing/Turning Space 3.00 0.03 1.0% 0.1% to 3.0X I. BY 0.1% to 3.0% 333 311 Lantlln{/Turning Space S. 0.05 1.0% 0.1% to 3.B% LBS e.1% to 3.8i 311 313 Lantlln(/iurning Space 1. an -0.05 -1.0X 0.1% to 3.B% 1.BS e. IRS to 3.Bi 3l1 313 Rap Running Slope LBB 0.33 B.BS B.SY to 8.3% 0.3Y B,3Y to 8.3% 315 316 Rap Running Slope 8.39 -0.03 -3.0Y 0.5% to B.3% 3.35 0.51 to B.3% 211 318 Rap Cross Slope fi.fi) -0.05 -B.]% 0.1% t0 2.n on on KIMBALL RD - STA2+90.80 - - 2aN _ _ _ - __ - _ - - STA:2+85.80 4.54' 195 PNT:1 4.69' STA 2.34,81 STA: +38.91 6.21' 6.09 PNT: 211 ,00 STAR+81.80 i 91 STA:2+42.08 PNT: 216 11.00' STA:2+77.56 STA:N29.81 9,96• PNT: 14 6.36' 782,29 STA:2+90.95 9.54' 7 2.7 PNT: 193 sra2+as.9 STA:2+29.96 9.69' 11.36' 782,00 PRIT: 192 STA:2 34.96 oN C1 +/ S2 -- 00 = 71 j o� 14T D o ac at s. Eya c1a a� R� =z 0 3 10 BOLTON BSSWRIGHTBROTHERSBLVOSW, SU -M CEGAR RAPI05, iGWA 33400 S CluuA S2 RWW o No 13 om IOWA CITY WATER DIVISION sxEET F^ WW TER DISTRIBUTION PRESSURE ZONE IMPROVEMENTS SCALE FEET& M E N K © p6wM:I, Emei1 Cetla W(31;)3623 menk pm .�,.,Y.b.two menkco S.D5 F-2-i:::��KIM.ALLwRD& N GOVERNOR ST SIDEWALK COMPLIANCE PLAN os 1.3Y B.lY t0 3. B2 Prepared by Jonathan Durst, Assistant Water Superintendent, Public Works, 410 E. Washington St., Iowa City, IA 52240, (319)356-5169 Resolution No. 20-39 Resolution setting a public hearing on March 3, 2020 on project manual and estimate of cost for the construction of the Water Distribution East Pressure Zone 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 Water Distribution Pressure Zone Improvements account #W3301. 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 31 day of March, 2020, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 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. 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 1 a.h day of February _'2020 or Attest: City proved 4 City Attorney's Office It was moved by Taylor and seconded by adopted, and upon roll call there were: Ayes: Nays: Salih the Resolution be Absent: Bergus Mims Salih Taylor Teague Thomas Weiner [� \00-ke,r b, A . Em -A tPrestivr a 20.,E CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA 522401825 FQffieadia PRESS -CITIZEN MEDIA PARTOF THE USA TODAY NETWORK This is not an invoice # of Affidavits 1 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and tha an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: 1 0004069627 2/24/20 02/24/20 $39.22 1 Copy of Advertisement Exhibit "A" Subs ribed and sworn to before me by said affiant this 24th day of February. 2020 o ry Public 1-93 Commission expires tSHELLY HORA Jotary Public 1 State of Wisconsin { I Prepared by: Jonathan Durst, Asst. Water Superintendent, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5169 Resolution No. 20-61 Resolution approving project manual and estimate of cost for the construction of the Water Distribution East Pressure Zone 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 Water Distribution Pressure Zone Improvements account #W3301. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 3:00 p.m. on the 19' day of March, 2020. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 24'" day of March, 2020, or at a special meeting called for that purpose. Passed and approved this Attest: 3rd day of March 2020. r`R-- vor roved by ), Z? - Zt Oto City Attorney's Office Resolution No. 20-61 Page 2 It was moved by salih and seconded by Weiner the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner o IOWA LEAGUE QfCITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Water Distribution East Pressure Zone Project Classified ID: 124300 A printed copy of which is attached and made part of this certificate, provided on 03/04/2020 to be posted on the Iowa League of Cities' internet site on the following date: March 5 , 2020 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 3/4/2020 Alan Kemp, Executive Director 0100 NOTICE TO BIDDERS WATER DISTRIBUTION EAST PRESSURE ZONE PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 191 day of March 2020. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 241 day of March 2020, or at special meeting called for that purpose. The Project will involve the following: This project includes water main system improvements to create an east pressure zone within the existing Iowa City water distribution system. Construction will include trenchless installation of approximately 300 feet of new water main, hydrants, and valves; concrete roadway and sidewalk patching; and reconstruction of pedestrian curb ramps. All work is to be done in strict compliance with the Project Manual prepared by Bolton & Menk, Inc, of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. Water Distribution East Pressure Zone Project Page 1 of 3 The following limitations shall apply to this Project: Work Start Date: April 20, 2020 Substantial Completion Date: August 28, 2020 Liquidated Damages: $500 per day Completion Time and Allowable Closure Days 1. N. Dodge Street Project Site a. To run concurrently with all milestones, working days, allowable calendar days, and final completion dates, All work at the intersection of N. Dodge St. and Prairie Du Chien Rd. shall be complete and roads open to normal traffic patterns within a period of ten(10) calendar days. Note calendar day count starts when traffic control is installed. b. All work at the intersection of N. Dodge St. and Prairie Du Chien Rd. shall be completed between June 15th and July 311 c. Work at the intersection of N. Dodge St. and Prairied Du Chien Rd. shall not be performed concurrently with the work at the intersection of Kimball Rd. and N. Governor St. 2. Kimball Road Project Site a. To run concurrently with all milestones, working days, allowable calendar days, and final completion dates, all work at the intersection of Kimball Rd. and N. Governor St. shall be complete and roads open to normal traffic patterns within a period of fifteen (15) calendar days. Note calendar day count starts when traffic control is installed. b. All work at the intersection of Kimball Rd and N. Governor St. shall be completed between June 151h and July 31st c. Work at the intersection of Kimball Rd. and N. Governor St. shall not be performed concurrently with work at the intersection of N. Dodge St. and Prairie Du Chien Rd. 3. Muscatine Avenue Project Site a. All work at the intersections of Muscatine Ave and Dover St. and Muscatine and Southlawn Dr. shall be completed between June 151 and July 31s'. No Excuse Completion Incentive/Disincentive 1. N. Dodge Street Project Site: a. The CONTRACTOR will be paid a "No Excuse Completion Incentive" of $1,000 per day to a maximum of $5,000 in advance of the allotted ten (10) calendar days for opening of roadway to normal traffic patterns. If opening of roadway to normal traffic patterns occurs beyond the ten (10) calendar day allowance, a disincentive of $1,000 per day past the allotted working day allowance will be assessed. No delay will be considered as justification to modify the ten (10) calendar day deadline. Incentive will be paid at time of final payment. 2. Kimball Road Project Site a. The CONTRACTOR will be paid a "No Excuse Completion Incentive" of $500 per day up to a maximum of $5,000 in advance of the allotted fifteen (15) calendar days for opening of roadway to normal traffic patterns. If opening of roadway to normal traffic patterns occurs beyond the fifteen (15) calendar day allowance, a disincentive of $500 per day past the allotted working day allowance will be assessed. No delay will be considered as justification to modify the fifteen (15) calendar day deadline. Incentive will be paid at time of final payment. Water Distribution East Pressure Zone Project Page 2 of 3 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, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll -Free, (800) 779-0093, by bona fide bidders A $30 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to The City of Iowa City. The fee is refundable if returned within 14 days of award of the project by City Council in re -usable condition. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the 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 Water Distribution East Pressure Zone Project Page 3 of 3 Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Thursday, March 5, 2020 2:18 PM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: 03.05.20 notice to bidders.pdf R SK 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— Water Distribution East Pressure Zone Project Iowa City — Wetherby Park Improvements Iowa City—Scott, Napoleon, And Fairmeadows Park Improvements A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): March 5, 2020 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. March 5, 2020 Date President/CEO of The Construction Update Plan Room Network DAILY NOTICE TO BIDDERS construction update RECEIVED MAR 0 4 2020 0100 NOTICE TO BIDDERS WATER DISTRIBUTION EAST PRESSURE ZONE PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 19th day of March 2020. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 24'^ day of March 2020, or at special meeting called for that purpose. The Project will involve the following: This project Includes water main system Improvements to create an east pressure zone within the existing Iowa City water distribution system. Construction will include trenchless installation of approximately 300 feet of new water main, hydrants, and valves; concrete roadway and sidewalk patching; and reconstruction of pedestrian curb ramps. All work is to be done in strict compliance with the Project Manual prepared by Bolton & Menk, Inc, of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security fumished 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 bidderwill 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. Water Distribution East Pressure Zone Project Page 1 of 3 The following limitations shall apply to this Project: Work Start Date: April 20, 2020 Substantial Completion Date: August 28, 2020 Liquidated Damages: $500 per day Completion Time and Allowable Closure Days 1. N. Dodge Street Project Site a. To run concurrently with all milestones, working days, allowable calendar days, and final completion dates, All work at the intersection of N. Dodge St. and Prairie Du Chien Rd. shall be complete and roads open to normal traffic patterns within a period of ten(10) calendar days. Note calendar day count starts when traffic control is installed. b. All work at the intersection of N. Dodge St. and Prairie Du Chien Rd. shall be completed between June 15th and July 3151. c. Work at the intersection of N. Dodge St. and Prairied Du Chien Rd. shall not be performed concurrently with the work at the intersection of Kimball Rd. and N. Governor St. 2. Kimball Road Project Site a. To run concurrently with all milestones, working days, allowable calendar days, and final completion dates, all work at the intersection of Kimball Rd. and N. Governor St. shall be complete and roads open to normal traffic patterns within a period of fifteen (15) calendar days. Note calendar day count starts when traffic control is installed. b. All work at the intersection of Kimball Rd and N. Governor St. shall be completed between June 15t^ and July 3151 c. Work at the intersection of Kimball Rd. and N. Governor St. shall not be performed concurrently with work at the intersection of N. Dodge St. and Prairie Du Chien Rd. 3. Muscatine Avenue Project Site a. All work at the intersections of Muscatine Ave and Dover St. and Muscatine and Southlawn Dr. shall be completed between June 15th and July 31st. No Excuse Completion Incentive/Disincentive 1. N. Dodge Street Project Site: a. The CONTRACTOR will be paid a "No Excuse Completion Incentive" of $1,000 per day to a maximum of $5,000 in advance of the allotted ten (10) calendar days for opening of roadway to normal traffic patterns. If opening of roadway to normal traffic patterns occurs beyond the ten (10) calendar day allowance, a disincentive of $1,000 per day past the allotted working day allowance will be assessed. No delay will be considered as justification to modify the ten (10) calendar day deadline. Incentive will be paid at time of final payment. 2. Kimball Road Project Site a. The CONTRACTOR will be paid a "No Excuse Completion Incentive" of $500 per day up to a maximum of $5,000 in advance of the allotted fifteen (15) calendar days for opening of roadway to normal traffic patterns. If opening of roadway to normal traffic patterns occurs beyond the fifteen (15) calendar day allowance, a disincentive of $500 per day past the allotted working day allowance will be assessed. No delay will be considered as justification to modify the fifteen (15) calendar day deadline. Incentive will be paid at time of final payment. Water Distribution East Pressure Zone Project Page 2 of 3 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, Phone: (319) 354-5950, Fax: (319) 354-8973, Toll -Free, (800) 779-0093, by bona fide bidders A $30 fee is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to The City of Iowa City. The fee is refundable if returned within 14 days of award of the project by City Council in re -usable condition. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the 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 Water Distribution East Pressure Zone Project Page 3 of 3 Prepared by: Scott Sovers, Asst. City Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319)3565142 Resolution No. 20-70 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Water Distribution East Pressure Zone Project Whereas, Dennis Spencer Construction of Iowa City, IA, has submitted the lowest responsible bid of $351,903.60 for construction of the above-named project; and Whereas, funds for this project are available in the Water Distribution Pressure Zone Improvements account #W3301; and Whereas, the City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above- named project. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that 1. The contract for the construction of the above-named project is hereby awarded to Dennis Spencer Construction, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 24th day of March _,2020 Attest : It was r adopted, and upon roll call there were: Ayes: X X X X —X X — X Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner be 0500 CONTRACT WATER DISTRIBUTION EAST PRESSURE ZONE PROJECT CITY OF IOWA CITY THIS CgNTRACT Is made and�nterpd Inxo by and between the City of Iowa City, Iowa ("City"), and n; 4 CSne� amjm� -i'fon ("Contraotor" ). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the 13th day of February 2020, for the Water Distribution East Pressure Zone ("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 $ 3610 4173.4.0 which sums are Incorporated herein by this reference. —� 2, This Contract consists of the Contract Documents, as defined In the Section 10.1Q, 1.03, and the following additional component parts which are Incorporated herein by reference:; , r1D a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program- (Aid - Discrimination Requirements) Assurance, if applicable, pursuant fo Sectl_oa 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. Water Distribution East Pressure Zone Project 0600 – Page 1 of 2 3. tM The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): NAME QUANTITY I UNIT PRICE TOTAL, AMOUNT Meas DATED this (Sk day of i , 20 WD C.� B. City Official @Y ATTEST: MIA City Clerk (for Formf Projects only) 72 City Attorney's Office By: (Title) �mgan� Water Distribution East Pressure Zone Project 0600 — Page 2 -of -2- Solid No. IAC690143 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND WATER DISTRIBUTION EAST PRESSURE ZONE PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, Dennis Spencer construction, Inc. , as Principal (hereinafter the "Contraotor" or "Principal") and lilsc0horits Bwang camoenv r as Surety are held and firmly bound unto City of Iowa. City, Iowa, as Obligee (heretnaftar 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 Three Hundred ri One Thousand Nine Hundred Three and 001100 dollars ( 0��, lawful money of the United States, for the payment of which sum, wall 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 WVreas said Cont r or ntered into a contract with the Jurisdiction, hearing date the •Zt day of Xo,2U (hereinafter the "Contract') wherein said Contractor undertek s and d agrees to construct the following described Improvements: This project Includes water main system improvements to create an east pressure zone within the existing Iowa City water distribution system. Construction will Include trenchless installation of approximately 300 feet of new water main, hydrants, and valves; concrete roadway and sidewalk patching; and reconstruction of pedestrian curb ramps. and to faithfully perform all the terms and requirements of said Contract within the time therein speclfled, 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: I. 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 riade a part hereof, for the above referenced Improvements, and shall Indemnify and gave harmless the Jurisdiction from all outlay and expense Incurred by the Jurledfotloh:by reason of the Contractor's default of failure to parromt 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, mat®rlais, lubrioents, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the some are not satisfied out of the Water Distribution East pressure Zone Project . 0610 — Page 1 of 4 portion of the contract price the Jurisdiction Is required to retain until completion of the Improvement, but the Contractor and Surety shall not be Ilable to sold persons, Arms, 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 673 of the lova 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 expanse: A. To remedy any and all defects that may develop In or result from work to be performed underthe Contract within the period of Five years) (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 repalr; and C. To pay the Jurlsdiotlon'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 doomed 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 We Bond shall remaln.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 or time after the contract period hoe 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 valld the( Ilmitj to lase that five years after the acceptance of the work under the Contrad ftp tight to sue on this Bond. = E, That as used herein, the phrase "all outlay and expense" Is not to be limited In ariy way, but shall Include the actual and reasonable costa 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 parfonn 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 Jurladiction will be fully indemnified so that It will be put Into the position It would have been In hod the Contract been performed In the first Instance as required. Water Distribution f=ast Pressure Zone PMact 0510 — Page 2 of 4 In the event the Jurisdiction Incura 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 provislons.of this Bond or to collect the monetary obligation Incurring to the benefit of the Jurledlotlon, 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 ramedies 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 agalnetthe Contractor or whether Contractor Is Joined In any such actton(sy or not, NOW THEREFORE, the condition of this obligation la 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 ramaln In full force and affect. 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 shell 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. Water Distribution East Pressure Zone Project 0610 — Page 3 of 4 PRINCIPAL: Dennis Spencer Construction, Inc. Contractor By jV Signature Title FOR1 PRO B City Attorney's Office SURETY: Merchants Bonding Company (Mutual) surety Company B6 _ SI re omeyln-Faot Officer Grace Rasmussen Printed Name of Attorney -In -Fact Officer Holmes. Murphy and AssoolateB. LLC _ Company Name 8120 S. Solberg Avenue Company Address Sioux Falls, SD 87108 City, State, TJp Code 808.9584080 Company Telephone Number NOTE: t. All signatures on this performance, paymank and maintenance bond must by 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. S. 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 Attorney41n•Fact/Offlcer entered on this bond must be exactly as listed on the Certificate or power of Attorney accompanying this bond. Water Distribution East Pressure Zone Project 0510 -- Page 4 of 4 MERCHAI�TTS BONDING COMPANY,. POWER OF ATTORNEY Wrow All Persons By Time Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the Slate of Iowa (herein collectively celled lhe'Companleo') do hereby make, constitute and appoint, Individually, Grace Rasmussen their two and lawful Altomey(s)-In-Foot, to sign Its name as suraty(ies) and to execute, Beal and acknowledge any and all bonds, undertakings contracts and other written Instruments In the nature thereof, on behalf of the Companies In thelr business of guaranteeing the fidelity of pamons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted In any actions or premedings allowed by low. This Power-of-Alromey Is granted and Is signed and sealed by facsimile under and by authority of gra following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and emended August 14, 2016 and adopted by the Board of Directors of MemhanteNetional Bonding, Inc., on October 10, 2016. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Aftomays-In-Feat, and to authortm them to exeoule on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, remgntarms, oantraote of Indemnity and other writings obligatory In this nature thereof." 'The signature of any authorind offloor and the seal of the Company may he affixed by facsimile or aleotronlc transmlaslon to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, rsoogntrance, or other suretyship obllgallone of the Company, and such signature and seat when so used shall have the came force and effect as though manually icred.• In connection with obligations In favor of the Florida Department of Transportation only, It Is agreed that the paver and aut hodty hereby given to the Attomey-In-Pact Includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation, it Is fully understood that concerti ng to the State of Florida Department of Transportation making payment of the Anal estimate to the Contractor and/or be assignee, shall not relieve this surety company of any of Its obligations under its bond. In connection with obllgatons In favor of the Kentucky Department of Highways only, it Is agreed that the power and authority hereby given to the Atomoy-In-Fact cannot be modified or revoked unless prior written perecnal notice of Such Intent has been given to the Commissioner. Department of Highways of the Commomveelth of Kentucky at levet thirty (30) days prior to the modlfioation or revocation, In Whose Whereof, the Companies have caused this Imtrument to be signed and seated this 6th day of March 2020 . °,..10N ...., *.., MERCHANTS BONDING COMPANY (MUTUAL) 6@ RCHAN NATIONAL BOHDINq INC, By .�q1 •,.. ... ��t�:`' :� 'W'* :. }?T �� President STATE OF IOWA °'1+°�'�"° `T•+r.+" COUNTY OF DALLAS as. On this 0th day of Marsh 2020 before me appeared Lan Taylor, to me personally known, who being by me duly awom did say that he Is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seal$ affixed to the foregoing Instrument are the Corporate Seals of the Companies; and that the cold Instrument was signed and seated In behalf oftho Com nl u' I rre a POLLY MASON Comrn(ssion NumbeOWb7$ 04* ° My CGmmtssion Fapirea P JenNy 07, 2023 _ o Notary Public (Expiration or rotary's commission Yy does not Invalidate thfa Instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING; INC„ do, hereby oertry that the above and foregoing Is a true and correct mpy of the POVJER-OF-ATTORNEY executed by said Companies, which le still In full fares and effect and hes nor been emended or revoked. In Witness Whereof, I have hereunto ski my hand and affixed the seal of the Companies on this day of G7 .S°alONe :••.. :._��6 illi?.._. .. .0- 2003 POA 0018 (1/20) Secretary ENGINEER'S REPORT February 5, 2021 City Clerk Iowa City, Iowa Re: Water Distribution East Pressure Zone Project Dear City Clerk: CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org P� FEB 15 1a11 T.Coprn City Clerk lowa City, Iowa I hereby certify that the construction of the Water Distribution East Pressure Zone Project has been completed by Dennis Spencer Construction of Iowa City, Iowa in substantial accordance with the plans and specifications prepared by Bolton and Menk. The project was bid as a unit price contract and the final contract price is $ 383,674.80. There was one (1) change or extra work order for the project as described below: Change Order Description Net Contract Change 1. 8 -inch gate valves, additional clearing and grubbing and incentive for early completion at the Kimball Road site. $9,860.00 TOTAL $9,860.00 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jam son Havel, P.E. City Engineer -- , Y 'I Prepared by: Scott Sovers, Assistant City Engineer, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 3565142 Resolution No. 21-41 Resolution accepting the work for the Water Distribution East Pressure Zone Project Whereas, the Engineering Division has recommended that the work for construction of the Water Distribution East Pressure Zone Project, as included in a contract between the City of Iowa City and Dennis Spencer Construction of Iowa City, Iowa, dated April 21, 2020, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Water Distribution Pressure Zone Improvements account #W3301; and Whereas, the final contract price is $383,674.80. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 16th day of February 2021 Mayor ved by Attest: City Jerk City Attorneys Office — 02/08/2021 It was moved by Bergus and seconded by 'Taylor the Resolution be adopted, and upon roll call there were: Ayes: x Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner